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HomeMy WebLinkAboutJAC 191 SSHI DetailsB12209561 ProBuild (Mooresville). My license renewal date for the state of Indiana is July 31, 2012. Pages or sheets covered by this seal: 121 LAKESIDE The truss drawing(s) referenced below have been prepared by DrJ Consulting, LLC under my direct supervision based on the parameters provided by The seal on these Truss Design Drawings indicates acceptance of professional engineering responsibility for the design assumptions as defined on this truss design drawing, solely for the truss component(s) depicted. The design assumptions, loading conditions, suitability and use of this component for any particular building is the responsibility of the building designer or owner of the trusses, per ANSI/TPI 1. The responsibilities and duties of the truss designer, truss design engineer and truss manufacturer shall be in accord with the latest edition of ANSI/TPI 1 Chapter 2 unless otherwise defined by a contract agreed upon by the parties involved. Re: I5419844 thru I5419922 MiTek 20/20 7.2 Important Notice: The accuracy of the Truss Design Drawings relies upon: 1. Accurate metal plate connector design values as published by MiTek. 2. Accurate design values for solid sawn lumber. Design values (E, Emin, Fb, Fc, Fcperp, Ft, and Fv) for solid sawn lumber and approved, grade stamped, finger jointed lumber shall be as defined by the grade stamp prior to cross cutting and in accordance with the published values of lumber rules writing agencies approved by the Board of Review of the American Lumber Standards Committee in accordance with the latest edition of ANSI/TPI 1 Section 6.3. Ryan J. Dexter, P.E. DrJ Consulting, LLC 6300 Enterprise Lane Madison, Wisconsin, 53719 April 17,2012 Job B12209561 Truss CG01 Truss Type Diagonal Hip Girder Qty 1 Ply 1 121 LAKESIDE Job Reference (optional) I5419844 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:26 2012 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-74zS0qoB_l4GSvgeZg6Ly3J?15Vi_ney8dUiZEzPqWJ Scale = 1:15.2 W1 T1 B1 W2 1 2 3 4 7 6 5 8 9 3x6 1.5x4 1.5x4 3-11-11 3-11-11 4-1-0 0-1-5 -1-6-4 1-6-4 4-1-0 4-1-0 0-7-12 2-5-4 5.27 12 Plate Offsets (X,Y): [7:0-3-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 NO Job B12209561 Truss CG02 Truss Type Diagonal Hip Girder Qty 1 Ply 1 121 LAKESIDE Job Reference (optional) I5419845 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:26 2012 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-74zS0qoB_l4GSvgeZg6Ly3J?15Vi_ney8dUiZEzPqWJ Scale = 1:15.2 W1 T1 B1 W2 1 2 3 4 7 6 5 8 9 3x6 1.5x4 1.5x4 3-11-11 3-11-11 4-1-0 0-1-5 -1-6-4 1-6-4 4-1-0 4-1-0 0-7-12 2-5-4 5.27 12 Plate Offsets (X,Y): [7:0-3-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 NO Job B12209561 Truss CG03 Truss Type Diagonal Hip Girder Qty 1 Ply 1 121 LAKESIDE Job Reference (optional) I5419846 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:26 2012 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-74zS0qoB_l4GSvgeZg6Ly3J?I5W__mhy8dUiZEzPqWJ Scale = 1:30.8 W1 T1 B1 W3 W2 1 2 3 4 7 6 5 1.5x4 3x4 1.5x4 3x4 2-7-6 2-7-6 2-7-12 0-0-6 -1-5-0 1-5-0 2-7-12 2-7-12 4-1-12 5-4-12 5.66 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes Job B12209561 Truss CG05 Truss Type Diagonal Hip Girder Qty 1 Ply 1 121 LAKESIDE Job Reference (optional) I5419847 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:27 2012 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-bGXrEAppl3C742Eq7OdaUGs9CVqtjEy5MHDG5gzPqWI Scale = 1:16.9 W1 T1 B1 B2 B3 B4 B5 W2 1 2 3 4 5 6 13 12 11 10 9 8 7 14 15 3x6 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 2x4 1.5x4 1.5x4 2-6-15 2-6-15 4-1-3 1-6-4 4-9-8 0-8-5 4-10-2 0-0-10 -1-6-4 1-6-4 2-6-15 2-6-15 4-1-3 1-6-4 Job B12209561 Truss CG06 Truss Type Diagonal Hip Girder Qty 2 Ply 1 121 LAKESIDE Job Reference (optional) I5419848 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:27 2012 Page 1 ID:fiVBMQob3W3eYp83MEE6qhzazqW-bGXrEAppl3C742Eq7OdaUGsCfVsJjE35MHDG5gzPqWI Scale = 1:10.8 W1 T1 B1 W2 1 2 3 4 7 6 5 3x6 1.5x4 1.5x4 2-1-2 2-1-2 -1-5-1 1-5-1 2-1-2 2-1-2 0-7-12 1-5-1 1-6-13 5.27 12 Plate Offsets (X,Y): [7:0-3-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI Job B12209561 Truss GE03 Truss Type GABLE Qty 1 Ply 1 121 LAKESIDE Job Reference (optional) I5419849 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:42 2012 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-f9xWNI_DDg5?NMujV1O5bQzm1Y_pk?jIp7MY7JzPqW3 Scale: 3/8"=1’ W1 T1 T1 W2 B1 ST3 ST2 ST1 ST2 ST1 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 3x8 4x6 3x6 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 9-3-8 9-3-8 13-1-0 13-1-0 -1-4-8 1-4-8 6-4-4 6-4-4 13-1-0 6-8-12 14-1-0 1-0-0 0-10-12 Job B12209561 Truss GE04 Truss Type GABLE Qty 1 Ply 1 121 LAKESIDE Job Reference (optional) I5419850 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:25 2012 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-etP4pUnZDSyPql5S?zb6PrmswiATFK3ovzk91ozPqWK Scale = 1:17.6 T1 W2 B1 ST2 ST1 W1 1 2 3 4 5 9 8 7 10 6 3x4 3x4 2x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 8-8-1 7-2-12 7-2-12 -1-0-0 1-0-0 7-2-12 7-2-12 0-3-15 2-8-14 4.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Job B12209561 Truss GE06 Truss Type GABLE Qty 1 Ply 1 121 LAKESIDE Job Reference (optional) I5419851 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:25 2012 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-etP4pUnZDSyPql5S?zb6PrmsRi9IFK8ovzk91ozPqWK Scale = 1:20.9 T1 W1 B1 ST3 ST2 ST1 1 2 3 4 5 6 10 9 8 7 1.5x4 1.5x4 2x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 10-3-2 8-9-4 8-9-4 -1-0-0 1-0-0 8-9-4 8-9-4 0-3-15 3-1-8 2-11-5 4.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Job B12209561 Truss GE07 Truss Type GABLE Qty 1 Ply 1 121 LAKESIDE Job Reference (optional) I5419852 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:43 2012 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-7LUube?sz_Ds_WTv3lvK8eWwCyJITRpS2n56flzPqW2 Scale = 1:53.1 W1 T1 T2 W1 B1 ST5 ST4 ST3 ST2 ST1 ST4 ST3 ST2 ST1 B2 1 2 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 14 2x4 2x4 4x6 2x4 2x4 1.5x4 1.5x4 3x6 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 Job B12209561 Truss GE08 Truss Type Valley Truss Qty 1 Ply 1 121 LAKESIDE Job Reference (optional) I5419853 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:28 2012 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-3S4DRVpRWNK_hCp1h58p1TOIUv91SfZFbxzpd7zPqWH Scale = 1:57.3 T2 T3 W1 B1 ST7 ST6 ST5 ST4 ST3 ST2 ST1 ST8 ST8 ST8 T1 B2 1 2 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 21 2019 18 17 16 15 14 3x6 4x6 3x6 3x6 3x6 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 Job B12209561 Truss GE09 Truss Type Valley Truss Qty 1 Ply 1 121 LAKESIDE Job Reference (optional) I5419854 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:28 2012 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-3S4DRVpRWNK_hCp1h58p1TOIOv9tSfaFbxzpd7zPqWH Scale = 1:50.4 T2 W1 B1 ST5 ST4 ST3 ST2 ST1 T1 1 2 3 4 5 6 7 8 14 13 12 11 10 9 3x6 3x6 1.5x4 3x6 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 3x4 15-5-2 15-5-2 15-5-2 15-5-2 0-0-4 9-0-0 7.00 12 Plate Offsets (X,Y): [1:0-0-9,0-0-2], [8:Edge,0-2-8], [9:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL Job B12209561 Truss J01 Truss Type Jack-Closed Truss Qty 2 Ply 1 121 LAKESIDE Job Reference (optional) I5419855 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:28 2012 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-3S4DRVpRWNK_hCp1h58p1TOEhv7DShrFbxzpd7zPqWH Scale = 1:16.5 T1 T2 W1 B1 W1 HW1 1 2 3 4 6 5 4x6 3x6 3x6 3x6 1.5x4 3-2-9 3-2-9 5-6-0 2-3-7 -1-0-0 1-0-0 3-2-9 3-2-9 5-6-0 2-3-7 0-6-12 2-5-4 7.00 12 Plate Offsets (X,Y): [2:0-3-0,0-0-0], [3:0-3-0,0-1-12], [4:Edge,0-2-8], [5:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Job B12209561 Truss J02 Truss Type Jack-Closed Truss Qty 11 Ply 1 121 LAKESIDE Job Reference (optional) I5419856 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:28 2012 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-3S4DRVpRWNK_hCp1h58p1TOKlv9zShJFbxzpd7zPqWH Scale = 1:23.3 T1 W1 B1 HW1 1 2 3 4 1.5x4 3x6 1.5x4 -1-0-0 1-0-0 5-6-0 5-6-0 0-6-12 3-9-4 3-5-12 0-3-8 7.00 12 Plate Offsets (X,Y): [2:0-3-0,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB Job B12209561 Truss J03 Truss Type Jack-Closed Truss Qty 1 Ply 1 121 LAKESIDE Job Reference (optional) I5419857 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:43 2012 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-7LUube?sz_Ds_WTv3lvK8eWxRyKvTT0S2n56flzPqW2 Scale = 1:10.3 T1 B1 HW1 1 2 3 4 5 3x6 1-1-15 1-1-15 1-2-9 0-0-11 -1-0-0 1-0-0 1-2-9 1-2-9 0-7-12 1-5-7 8.00 12 Plate Offsets (X,Y): [2:0-2-0,0-1-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB Job B12209561 Truss J05 Truss Type Jack-Closed Truss Qty 1 Ply 1 121 LAKESIDE Job Reference (optional) I5419858 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:43 2012 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-7LUube?sz_Ds_WTv3lvK8eWxRyKvTT0S2n56flzPqW2 Scale = 1:10.3 T1 B1 HW1 1 2 3 4 5 3x6 1-1-15 1-1-15 1-2-9 0-0-11 -1-0-0 1-0-0 1-2-9 1-2-9 0-7-12 1-5-7 8.00 12 Plate Offsets (X,Y): [2:0-2-0,0-1-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB Job B12209561 Truss J04 Truss Type Jack-Closed Truss Qty 2 Ply 1 121 LAKESIDE Job Reference (optional) I5419859 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:43 2012 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-7LUube?sz_Ds_WTv3lvK8eWt8yGvTT0S2n56flzPqW2 Scale = 1:15.4 T1 B1 HW1 1 2 3 4 6x8 2-8-4 2-8-4 -1-0-0 1-0-0 2-8-4 2-8-4 0-7-12 2-5-4 8.00 12 Plate Offsets (X,Y): [2:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.35 0.30 Job B12209561 Truss CG04 Truss Type Diagonal Hip Girder Qty 1 Ply 1 121 LAKESIDE Job Reference (optional) I5419860 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:26 2012 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-74zS0qoB_l4GSvgeZg6Ly3J?I5W__mhy8dUiZEzPqWJ Scale = 1:30.8 W1 T1 B1 W3 W2 1 2 3 4 7 6 5 1.5x4 3x4 1.5x4 3x4 2-7-6 2-7-6 2-7-12 0-0-6 -1-5-0 1-5-0 2-7-12 2-7-12 4-1-12 5-4-12 5.66 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes Job B12209561 Truss J06 Truss Type Jack-Open Truss Qty 1 Ply 1 121 LAKESIDE Job Reference (optional) I5419861 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:29 2012 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-Xfebfrq3HgTrJMODEof2ahxZEJYzB8ZOqbiMAZzPqWG Scale = 1:8.6 T1 B1 HW1 1 2 3 4 5 3x6 0-10-14 0-10-14 0-11-11 0-0-14 -1-0-0 1-0-0 0-11-11 0-11-11 0-6-12 1-1-9 7.00 12 Plate Offsets (X,Y): [2:0-3-0,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB Job B12209561 Truss J07 Truss Type JACK-OPEN TRUSS Qty 1 Ply 1 121 LAKESIDE Job Reference (optional) I5419862 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:29 2012 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-Xfebfrq3HgTrJMODEof2ahxZEJYzB8ZOqbiMAZzPqWG Scale = 1:8.6 T1 B1 HW1 1 2 3 4 5 3x6 0-10-13 0-10-13 0-11-11 0-0-14 -1-0-0 1-0-0 0-11-11 0-11-11 0-6-12 1-1-9 7.00 12 Plate Offsets (X,Y): [2:0-3-0,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB Job B12209561 Truss J08 Truss Type Jack-Closed Truss Qty 1 Ply 1 121 LAKESIDE Job Reference (optional) I5419863 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:44 2012 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-bX2Go_0UkHLjcg25dSQZgr3zvMaHCuzbHRrfCBzPqW1 Scale = 1:30.7 W1 T1 T2 W2 B1 W2 1 2 3 4 7 6 5 3x6 3x6 4x6 3x6 3x6 1.5x4 1-11-0 1-11-0 3-11-0 2-0-0 -1-0-0 1-0-0 1-11-0 1-11-0 3-11-0 2-0-0 4-1-12 5-5-1 8.00 12 Plate Offsets (X,Y): [2:0-3-0,0-1-4], [3:0-3-12,0-2-0], [4:Edge,0-2-8], [5:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Job B12209561 Truss J09 Truss Type Jack-Closed Truss Qty 1 Ply 1 121 LAKESIDE Job Reference (optional) I5419864 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:44 2012 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-bX2Go_0UkHLjcg25dSQZgr3zvMaHCuzbHRrfCBzPqW1 Scale = 1:30.7 W1 T1 T2 W2 B1 W2 1 2 3 4 7 6 5 3x6 3x6 4x6 3x6 3x6 1.5x4 1-11-0 1-11-0 3-11-0 2-0-0 -1-0-0 1-0-0 1-11-0 1-11-0 3-11-0 2-0-0 4-1-12 5-5-1 8.00 12 Plate Offsets (X,Y): [2:0-3-0,0-1-4], [3:0-3-12,0-2-0], [4:Edge,0-2-8], [5:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Job B12209561 Truss J10 Truss Type Jack-Closed Truss Qty 3 Ply 1 121 LAKESIDE Job Reference (optional) I5419865 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:44 2012 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-bX2Go_0UkHLjcg25dSQZgr3?tMeHCvwbHRrfCBzPqW1 Scale = 1:37.7 W1 T1 W3 B1 W2 1 2 3 5 4 1.5x4 3x4 1.5x4 3x4 3-11-0 3-11-0 -1-0-0 1-0-0 3-11-0 3-11-0 4-1-12 6-9-1 6-5-9 0-3-8 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 Job B12209561 Truss J11 Truss Type Jack-Closed Truss Qty 2 Ply 1 121 LAKESIDE Job Reference (optional) I5419866 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:44 2012 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-bX2Go_0UkHLjcg25dSQZgr32OMfUCv3bHRrfCBzPqW1 Scale = 1:31.1 W1 T1 W3 B1 W2 1 2 3 5 4 1.5x4 3x4 1.5x4 3x4 1-11-0 1-11-0 -1-0-0 1-0-0 1-11-0 1-11-0 4-1-12 5-5-1 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC Job B12209561 Truss J12 Truss Type Jack-Closed Truss Qty 1 Ply 1 121 LAKESIDE Job Reference (optional) I5419867 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:44 2012 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-bX2Go_0UkHLjcg25dSQZgr3z5MZHCwlbHRrfCBzPqW1 Scale = 1:16.9 T1 T2 W1 B1 B2 B3 B4 B5 HW1 W1 1 2 3 4 5 6 12 11 10 9 8 7 4x6 3x6 3x6 2x4 1.5x4 3x4 2x4 3x4 3x4 3x6 1.5x4 1-9-8 1-9-8 2-9-8 1-0-0 3-2-7 0-4-15 4-11-7 1-9-0 -1-0-0 1-0-0 1-9-8 1-9-8 2-9-8 1-0-0 Job B12209561 Truss J13 Truss Type Jack-Closed Truss Qty 4 Ply 1 121 LAKESIDE Job Reference (optional) I5419868 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:45 2012 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-3kce?J06VbUaEqdIA9xoD3bEGmxyxNWlV5aDkezPqW0 Scale = 1:22.9 T1 W1 B1 B2 B3 B4 B5 HW1 1 2 3 4 5 10 9 8 7 6 2x4 1.5x4 1.5x4 2x4 1.5x4 2x4 3x4 3x6 3x4 1-9-8 1-9-8 2-9-8 1-0-0 4-11-7 2-1-15 -1-0-0 1-0-0 1-9-8 1-9-8 2-9-8 1-0-0 4-11-7 2-1-15 0-7-12 3-11-6 2-8-14 Job B12209561 Truss J14 Truss Type Jack-Closed Truss Qty 1 Ply 1 121 LAKESIDE Job Reference (optional) I5419869 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:45 2012 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-3kce?J06VbUaEqdIA9xoD3bDAmyXxNWlV5aDkezPqW0 Scale = 1:22.9 T1 W1 B1 B2 B3 HW1 1 2 3 4 7 6 5 3x4 1.5x4 2x4 3x4 3x6 3x6 1-9-8 1-9-8 4-11-7 3-1-15 -1-0-0 1-0-0 1-9-8 1-9-8 4-11-7 3-1-15 0-7-12 3-11-6 3-2-6 0-9-0 0-5-8 8.00 12 Plate Offsets (X,Y): [2:0-2-0,0-1-1], [5:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 Job B12209561 Truss J15 Truss Type Jack-Closed Truss Qty 7 Ply 1 121 LAKESIDE Job Reference (optional) I5419870 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:45 2012 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-3kce?J06VbUaEqdIA9xoD3bF5mzPxNWlV5aDkezPqW0 Scale = 1:22.9 T1 W1 B1 HW1 1 2 3 4 1.5x4 3x6 1.5x4 -1-0-0 1-0-0 4-11-7 4-11-7 0-7-12 3-11-6 3-7-14 0-3-8 8.00 12 Plate Offsets (X,Y): [2:0-2-0,0-1-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB Job B12209561 Truss J16 Truss Type Jack-Closed Truss Qty 1 Ply 1 121 LAKESIDE Job Reference (optional) I5419871 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:29 2012 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-Xfebfrq3HgTrJMODEof2ahxY2JXXB8NOqbiMAZzPqWG Scale = 1:16.3 T1 B1 B2 B3 B4 B5 HW1 W1 1 2 3 4 5 6 12 11 10 9 8 7 3x6 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1-9-8 1-9-8 2-9-8 1-0-0 3-5-15 0-8-7 3-6-13 0-0-14 -1-0-0 1-0-0 1-9-8 1-9-8 2-9-8 1-0-0 3-6-13 Job B12209561 Truss J17 Truss Type Jack-Open Truss Qty 1 Ply 1 121 LAKESIDE Job Reference (optional) I5419872 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:45 2012 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-3kce?J06VbUaEqdIA9xoD3bHPm_xxNWlV5aDkezPqW0 Scale = 1:11.2 T1 B1 HW1 1 2 3 4 5 3x6 1-5-1 1-5-1 1-5-12 0-0-11 -1-0-0 1-0-0 1-5-12 1-5-12 0-7-12 1-7-9 8.00 12 Plate Offsets (X,Y): [2:0-2-0,0-1-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB Job B12209561 Truss J18 Truss Type Jack-Open Truss Qty 1 Ply 1 121 LAKESIDE Job Reference (optional) I5419873 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:29 2012 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-Xfebfrq3HgTrJMODEof2ahxYwJYlB8ZOqbiMAZzPqWG Scale = 1:9.5 T1 B1 HW1 1 2 3 4 5 3x6 1-2-8 1-2-8 1-3-6 0-0-14 -1-0-0 1-0-0 1-3-6 1-3-6 0-6-12 1-3-11 7.00 12 Plate Offsets (X,Y): [2:0-3-0,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB Job B12209561 Truss J19 Truss Type Jack-Open Truss Qty 13 Ply 1 121 LAKESIDE Job Reference (optional) I5419874 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:45 2012 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-3kce?J06VbUaEqdIA9xoD3bF5mzPxNqlV5aDkezPqW0 Scale = 1:22.9 T1 B1 HW1 W1 1 2 3 4 1.5x4 3x6 1.5x4 4-11-7 4-11-7 -1-0-0 1-0-0 4-11-7 4-11-7 0-7-12 3-11-6 0-3-8 8.00 12 Plate Offsets (X,Y): [2:0-2-0,0-1-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC Job B12209561 Truss J20 Truss Type Jack-Open Truss Qty 4 Ply 1 121 LAKESIDE Job Reference (optional) I5419875 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:29 2012 Page 1 ID:fiVBMQob3W3eYp83MEE6qhzazqW-Xfebfrq3HgTrJMODEof2ahxZLJYzB8ZOqbiMAZzPqWG Scale = 1:11.0 T1 B1 HW1 1 2 3 3x6 4 1-9-3 1-9-3 -0-11-4 0-11-4 1-9-3 1-9-3 0-6-13 1-7-3 1-2-4 7.00 12 Plate Offsets (X,Y): [2:0-3-0,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.05 0.02 Job B12209561 Truss M01 Truss Type Monopitch Truss Qty 8 Ply 1 121 LAKESIDE Job Reference (optional) I5419876 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:25 2012 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-etP4pUnZDSyPql5S?zb6Prmj?i78FKZovzk91ozPqWK Scale = 1:17.5 T1 W2 B1 W1 1 2 3 5 4 6 7 5x6 3x4 3x6 3x4 7-2-12 7-2-12 -1-0-0 1-0-0 7-2-12 7-2-12 0-3-15 2-8-14 1-11-14 0-9-0 4.00 12 Plate Offsets (X,Y): [2:0-1-12,0-1-8], [3:0-2-12,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 Job B12209561 Truss M02 Truss Type MONOPITCH TRUSS Qty 5 Ply 1 121 LAKESIDE Job Reference (optional) I5419877 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:25 2012 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-etP4pUnZDSyPql5S?zb6Prmlki2xFKBovzk91ozPqWK Scale = 1:19.8 T1 W2 B1 W1 1 2 3 4 6 5 3x6 2x4 1.5x4 1.5x4 4x8 -1-0-0 1-0-0 4-8-4 4-8-4 8-9-4 4-1-0 0-3-15 3-1-8 2-10-0 0-3-8 4.00 12 Plate Offsets (X,Y): [4:0-0-11,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 Job B12209561 Truss M03 Truss Type Monopitch Truss Qty 6 Ply 1 121 LAKESIDE Job Reference (optional) I5419878 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:46 2012 Page 1 ID:fiVBMQob3W3eYp83MEE6qhzazqW-XwA0Df1kGvcQrzBUktT1mG8Pm9JdgqmuklKmG4zPqW? Scale = 1:22.8 T1 W1 B1 HW1 1 2 3 4 1.5x4 3x6 1.5x4 4-11-2 4-11-2 -0-11-4 0-11-4 4-11-2 4-11-2 0-7-12 3-11-3 3-7-11 0-3-8 8.00 12 Plate Offsets (X,Y): [2:0-2-0,0-1-1], [4:0-2-0,0-0-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC Job B12209561 Truss T01 Truss Type Special Truss Qty 1 Ply 1 121 LAKESIDE Job Reference (optional) I5419879 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:30 2012 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-?rCzsBri1_bixWzPoWAH6uUVIjhRwQgX3FSwi?zPqWF Scale = 1:77.8 T2 T3 B2 F3 B3 B5 B6 W3 HW1 W10 B1 W1 W2 T1 W8 F2 F4 W5 W4 W7 W9 W6 F5 1 2 3 4 5 6 7 8 9 14 13 12 11 10 3x6 5x10 MT18H 6x6 1.5x4 1.5x4 1.5x4 1.5x4 5x8 3x4 1.5x4 3x6 6x10 3x6 Job B12209561 Truss T02 Truss Type Special Truss Qty 1 Ply 1 121 LAKESIDE Job Reference (optional) I5419880 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:30 2012 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-?rCzsBri1_bixWzPoWAH6uUVbjn4wPEX3FSwi?zPqWF Scale: 3/16"=1’ T1 T2 T3 T4 B1 W3 W4 W5 W6 W7 W1 W9 W2 W8 B2 1 2 3 4 5 11 10 9 8 7 6 4x8 5x12 5x6 6x6 1.5x4 4x8 1.5x4 3x6 3x6 4x6 3x8 2-5-15 2-5-15 10-2-15 7-9-0 17-2-13 6-11-15 26-4-0 9-1-3 2-5-15 2-5-15 10-2-15 7-9-0 17-2-13 6-11-15 26-4-0 9-1-3 5-1-0 Job B12209561 Truss T03 Truss Type Special Truss Qty 1 Ply 1 121 LAKESIDE Job Reference (optional) I5419881 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:31 2012 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-T1mL3XsKoIjZYgYcMDhWf60iy67IfvChHvBTESzPqWE Scale = 1:65.4 T1 T2 T3 T4 B1 W3 W4 W5 W6 W7 W1 W9 W2 W8 B2 1 2 3 4 5 11 10 9 8 7 6 4x8 4x10 4x6 6x6 1.5x4 3x4 3x4 3x6 3x6 5x6 3x8 4-9-5 4-9-5 12-6-5 7-9-0 17-2-13 4-8-8 26-4-0 9-1-3 4-9-5 4-9-5 12-6-5 7-9-0 17-2-13 4-8-8 26-4-0 9-1-3 5-1-0 7-8-10 10-7-6 5-3-11 Job B12209561 Truss T04 Truss Type Special Truss Qty 1 Ply 1 121 LAKESIDE Job Reference (optional) I5419882 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:31 2012 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-T1mL3XsKoIjZYgYcMDhWf60gC672fx6hHvBTESzPqWE Scale = 1:67.9 T1 T2 T3 T4 B2 W3 W4 W5 W6 W7 W1 W2 W9 W8 B1 1 2 3 4 5 11 10 9 8 7 6 4x10 4x6 6x6 3x6 3x6 3x4 3x4 5x8 2x4 4x6 3x12 7-0-12 7-0-12 14-9-12 7-9-0 17-2-13 2-5-1 26-4-0 9-1-3 7-0-12 7-0-12 14-9-12 7-9-0 Job B12209561 Truss T05 Truss Type Special Truss Qty 1 Ply 1 121 LAKESIDE Job Reference (optional) I5419883 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:32 2012 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-xEKkHtsyZbrQAq7owxDlBJZrAWTJOL8qWZx1muzPqWD Scale: 3/16"=1’ T1 T2 T3 B2 W6 W5 W4 W1 W8 W7 W3 W2 B1 1 2 3 4 5 10 9 8 7 6 11 3x6 4x10 5x6 6x6 3x6 3x8 3x6 3x4 3x6 3x4 7-11-8 7-11-8 8-9-7 0-9-15 17-2-13 8-5-6 26-4-0 9-1-3 0-2-8 0-2-8 7-11-8 7-9-0 11-6-5 3-6-14 17-2-13 5-8-8 26-4-0 9-1-3 0-3-8 Job B12209561 Truss T06 Truss Type Common Truss Qty 1 Ply 1 121 LAKESIDE Job Reference (optional) I5419884 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:32 2012 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-xEKkHtsyZbrQAq7owxDlBJZrxWTJOOjqWZx1muzPqWD Scale: 3/16"=1’ T2 T3 B2 W1 W2 W3 W4 HW1 W6 W5 T1 B1 1 2 3 4 5 6 10 9 8 7 3x6 4x6 6x6 3x4 3x6 3x6 1.5x4 3x4 4x8 3x8 8-9-7 8-9-7 17-2-13 8-5-6 26-4-0 9-1-3 5-9-14 5-9-14 11-6-5 5-8-8 17-2-13 5-8-8 26-4-0 9-1-3 0-6-12 10-7-6 5-3-11 Job B12209561 Truss T07 Truss Type Special Truss Qty 1 Ply 1 121 LAKESIDE Job Reference (optional) I5419885 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:32 2012 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-xEKkHtsyZbrQAq7owxDlBJZruWTLOKEqWZx1muzPqWD Scale: 3/16"=1’ W1 T1 T2 T3 B1 W6 W5 W4 W8 W7 W3 B2 W2 1 2 3 4 5 10 9 8 7 6 4x6 3x4 4x8 4x6 6x6 3x6 3x8 3x4 3x4 3x6 5-8-1 5-8-1 8-9-7 3-1-6 17-2-13 8-5-6 26-4-0 9-1-3 5-8-1 5-8-1 11-6-5 5-10-5 17-2-13 5-8-8 26-4-0 9-1-3 Job B12209561 Truss T08 Truss Type Special Truss Qty 1 Ply 1 121 LAKESIDE Job Reference (optional) I5419886 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:33 2012 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-PQu6UDtaKvzGozi_Tek_kX62NwpR7mM_lDgaJKzPqWC Scale = 1:63.3 W1 T1 T2 T4 B2 W2 W5 W7 W9 W8 W6 W3 W4 B1 T3 1 2 3 4 5 6 12 11 10 9 8 7 3x6 1.5x4 4x10 3x6 4x6 6x6 3x4 3x6 3x6 3x4 1.5x4 3x8 3-4-10 3-4-10 8-9-7 5-4-13 17-2-13 8-5-6 26-4-0 9-1-3 3-4-10 3-4-10 5-9-14 2-5-4 Job B12209561 Truss T09 Truss Type Special Truss Qty 1 Ply 1 121 LAKESIDE Job Reference (optional) I5419887 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:33 2012 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-PQu6UDtaKvzGozi_Tek_kX60ewpx7rz_lDgaJKzPqWC Scale = 1:65.4 W1 T1 T3 T4 B2 W4 W5 W9 W6 W7 W8 W3 W2 T2 B1 1 2 3 4 5 6 7 13 12 11 10 9 8 3x6 2x4 6x6 3x6 4x6 6x6 3x4 3x6 3x6 1.5x4 3x4 3x8 1-1-1.3 5x4 1-1-3 8-9-7 7-8-4 26-4-0 17-6-9 1-1-3 1-1-3 5-9-14 4-8-11 Job B12209561 Truss T11 Truss Type Hip Truss Qty 1 Ply 1 121 LAKESIDE Job Reference (optional) I5419888 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:34 2012 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-ucSUiZuC5D57P7HA1MFDHkeBMKBPsK57ztQ7rmzPqWB Scale = 1:54.8 T1 T2 T3 B2 W3 W4 W5 W4 W3 W1 W7 W2 W6 B1 1 2 3 4 5 11 10 9 8 7 6 4x8 4x8 3x6 2x4 3x4 1.5x4 3x8 3x4 3x4 5x6 4x6 7-2-6 7-2-6 13-4-5 6-1-15 19-6-4 6-1-15 26-4-0 6-9-12 7-2-6 7-2-6 13-4-5 6-1-15 19-6-4 6-1-15 26-4-0 6-9-12 5-1-0 9-1-9 9-3-6 5-3-11 9-1-9 Job B12209561 Truss T14 Truss Type Common Truss Qty 1 Ply 1 121 LAKESIDE Job Reference (optional) I5419889 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:46 2012 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-XwA0Df1kGvcQrzBUktT1mG8Gn9EtgqvuklKmG4zPqW? Scale = 1:49.0 T1 T1 B1 W2 W1 W1 1 2 3 6 5 4 4x6 4x6 4x6 3x8 3x8 1.5x4 5-11-0 5-11-0 11-10-0 5-11-0 5-11-0 5-11-0 11-10-0 5-11-0 4-1-12 8-1-1 4-1-12 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Job B12209561 Truss T16 Truss Type Hip Truss Qty 1 Ply 1 121 LAKESIDE Job Reference (optional) I5419890 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:34 2012 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-ucSUiZuC5D57P7HA1MFDHkeHqKAwsCa7ztQ7rmzPqWB Scale = 1:51.0 T1 T2 T4 B2 W3 W4 W5 W4 W3 W1 W2 W7 W6 T3 B1 1 2 3 4 5 6 12 11 10 9 8 7 4x8 3x6 3x6 1.5x4 3x4 1.5x4 3x8 4x8 1.5x4 3x4 5x6 5x8 4-10-15 4-10-15 13-4-5 8-5-6 21-9-11 8-5-6 26-4-0 4-6-5 4-10-15 4-10-15 13-4-5 8-5-6 21-9-11 8-5-6 26-4-0 4-6-5 Job B12209561 Truss T18 Truss Type Hip Truss Qty 1 Ply 1 121 LAKESIDE Job Reference (optional) I5419891 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:34 2012 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-ucSUiZuC5D57P7HA1MFDHkeH4K7VsD37ztQ7rmzPqWB Scale = 1:46.5 T1 T2 T4 B2 W3 W4 W5 W5 W4 W3 W1 W2 W7 W6 T3 B1 1 2 3 4 5 6 7 13 12 11 10 9 8 4x6 3x6 3x8 4x8 1.5x4 3x4 3x4 3x4 1.5x4 5x6 4x8 5x6 4x6 2-7-8 2-7-8 13-4-5 10-8-13 24-1-2 10-8-13 26-4-0 2-2-14 2-7-8 2-7-8 Job B12209561 Truss T20 Truss Type Half Hip Truss Qty 1 Ply 1 121 LAKESIDE Job Reference (optional) I5419892 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:35 2012 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-Mp?svvvqsWD_1HsNb3mSpyBL1kVybidGCX9hNDzPqWA Scale = 1:46.5 T1 T2 W5 B1 W2 W3 W2 W3 W4 W1 T3 B2 1 2 3 4 5 6 11 10 9 8 7 6x16 3x6 4x6 3x6 3x4 3x12 3x6 1.5x4 3x4 3x6 0-4-1 0-4-1 8-10-13 8-6-12 17-6-12 8-8-0 26-4-0 8-9-4 0-4-1 0-4-1 8-10-13 8-6-12 17-6-12 8-8-0 26-4-0 8-9-4 5-1-0 5-1-9 5-3-6 5-1-9 7.00 12 Plate Offsets (X,Y): [1:0-3-4,0-2-8], [6:0-2-12,0-2-0], [7:0-2-4,0-1-8], [8:0-2-4,0-1-8], [10:0-5-8,0-1-8] LOADING (psf) TCLL TCDL Job B12209561 Truss T21 Truss Type COMMON TRUSS Qty 1 Ply 1 121 LAKESIDE Job Reference (optional) I5419893 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:46 2012 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-XwA0Df1kGvcQrzBUktT1mG8Nx9H7gpSuklKmG4zPqW? Scale = 1:33.6 T1 T1 B1 W2 W1 HW2 1 2 3 4 5 7 6 4x10 1.5x4 4x6 3x8 6-4-4 6-4-4 13-1-0 6-8-12 -1-4-8 1-4-8 6-4-4 6-4-4 13-1-0 6-8-12 14-1-0 1-0-0 0-10-12 5-1-9 0-7-12 8.00 12 Plate Offsets (X,Y): [4:0-3-0,0-1-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Job B12209561 Truss T21A Truss Type Common Truss Qty 2 Ply 1 121 LAKESIDE Job Reference (optional) I5419894 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:46 2012 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-XwA0Df1kGvcQrzBUktT1mG8LR9H3gpNuklKmG4zPqW? Scale = 1:31.5 T1 T2 B1 W2 W1 HW2 1 2 3 4 6 5 4x10 4x6 1.5x4 3x8 6-4-4 6-4-4 13-1-0 6-8-12 6-4-4 6-4-4 13-1-0 6-8-12 14-1-0 1-0-0 0-10-12 5-1-9 0-7-12 8.00 12 Plate Offsets (X,Y): [3:0-3-0,0-1-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code Job B12209561 Truss T22A Truss Type HIP TRUSS Qty 1 Ply 1 121 LAKESIDE Job Reference (optional) I5419895 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:35 2012 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-Mp?svvvqsWD_1HsNb3mSpyBPokPzbieGCX9hNDzPqWA Scale = 1:66.3 T2 T3 T4 F2 F3 F4 F5 B2 F6 F7 B4 HW1 W9 W8 W7 W3 B1 W1 W2 B3 F9 F8 F10 W5 W4 W6 1 2 3 4 5 6 7 8 9 15 14 13 11 10 12 3x6 4x6 4x8 4x6 1.5x4 1.5x4 1.5x4 1.5x4 Job B12209561 Truss T23 Truss Type HIP TRUSS Qty 1 Ply 1 121 LAKESIDE Job Reference (optional) I5419896 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:36 2012 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-q?ZE7FvSdqLrfRQZ9mHhM9jZT7jPK9yQRBvEwfzPqW9 Scale = 1:69.3 T1 T2 T3 F2 F3 F4 F5 B2 F6 F7 B4 W3 W8 HW1 W10 B3 W5 W4 W6 W7 F9 F8 F10 B1 W1 W2 W9 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 4x6 4x8 5x6 1.5x4 1.5x4 1.5x4 1.5x4 5x12 4x6 Job B12209561 Truss T23A Truss Type HIP TRUSS Qty 1 Ply 1 121 LAKESIDE Job Reference (optional) I5419897 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:37 2012 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-IB7dKaw5O8TiGb?liUowuNGrNX2m3dzZgreoS5zPqW8 Scale = 1:53.1 T1 T2 T3 F1 F2 F3 F4 B2 F5 F6 B4 HW1 W11 W5 W7 W9 F8 F7 W6 W8 W10 B1 W1 W3 W2 W4 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 4x6 4x8 1.5x4 1.5x4 1.5x4 1.5x4 5x12 5x16 MT18H 1.5x4 3x6 6x10 2x4 Job B12209561 Truss T24 Truss Type HIP TRUSS Qty 1 Ply 1 121 LAKESIDE Job Reference (optional) I5419898 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:38 2012 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-mOh?Xwxj9RbZulayGBJ9Rap0JxOfo?VjuVOL_YzPqW7 Scale = 1:53.0 T1 T2 T4 T5 W12 F3 F4 F5 F6 B2 F7 F8 B4 HW1 W7 W10 W11 B3 F10 F9 W3 W1 W2 W4 W5 W6 W8 W7 W9 T3 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 4x6 3x6 3x6 1.5x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 5x12 4x10 1.5x4 4x10 3x6 6x8 2x4 3x6 1.5x4 3x4 Job B12209561 Truss T25 Truss Type COMMON TRUSS Qty 4 Ply 1 121 LAKESIDE Job Reference (optional) I5419899 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:47 2012 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-?6kPQ?2M1CkHT7mgIa_GIUhRNZZVP651zP3JoWzPqW_ Scale = 1:52.7 T1 T2 B1 W3 W4 W2 W3 W1 W6 W5 B2 1 2 3 4 5 9 8 7 6 3x6 4x6 3x6 3x6 3x4 3x8 3x4 5x6 6x6 0-4-8 0-4-8 10-9-4 10-4-12 21-2-8 10-5-4 21-6-8 0-4-0 5-5-14 5-5-14 10-9-4 5-3-6 16-0-10 5-3-6 21-2-8 5-1-14 21-6-8 0-4-0 1-3-10 Job B12209561 Truss T26 Truss Type COMMON TRUSS Qty 8 Ply 1 121 LAKESIDE Job Reference (optional) I5419900 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:47 2012 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-?6kPQ?2M1CkHT7mgIa_GIUhRXZZJP6K1zP3JoWzPqW_ Scale = 1:52.7 T1 T1 B1 W3 W4 W3 W1 W1 W2 W2 B2 1 2 3 4 5 9 8 7 6 3x6 4x6 3x6 3x8 3x6 3x4 3x4 5x6 5x6 0-4-8 0-4-8 10-9-4 10-4-12 21-6-8 10-9-4 5-5-14 5-5-14 10-9-4 5-3-6 16-0-10 5-3-6 21-6-8 5-5-14 1-3-10 8-5-13 1-3-10 8.00 12 Plate Offsets (X,Y): [6:Edge,0-2-0], [9:Edge,0-2-0] LOADING (psf) TCLL Job B12209561 Truss T27 Truss Type Half Hip Truss Qty 2 Ply 1 121 LAKESIDE Job Reference (optional) I5419901 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:47 2012 Page 1 ID:fiVBMQob3W3eYp83MEE6qhzazqW-?6kPQ?2M1CkHT7mgIa_GIUhaKZfIPHq1zP3JoWzPqW_ Scale = 1:16.8 T1 T2 W2 B1 W1 HW1 1 2 3 4 6 5 4x6 2x4 1.5x4 3x6 3x4 3-2-2 3-2-2 4-11-2 1-9-0 -0-11-4 0-11-4 3-2-2 3-2-2 4-11-2 1-9-0 0-7-12 2-9-3 2-5-11 0-3-8 2-9-3 8.00 12 Plate Offsets (X,Y): [2:0-2-0,0-1-1], [3:0-3-12,0-2-0], [4:0-2-4,0-1-0], [5:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Job B12209561 Truss T28 Truss Type Hip Truss Qty 1 Ply 1 121 LAKESIDE Job Reference (optional) I5419902 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:38 2012 Page 1 ID:fiVBMQob3W3eYp83MEE6qhzazqW-mOh?Xwxj9RbZulayGBJ9Rap_IxWZoA7juVOL_YzPqW7 Scale = 1:37.7 T1 T2 T1 B1 W1 W2 W1 HW1 HW1 1 B2 2 3 4 5 6 9 8 7 4x8 4x8 4x8 3x6 1.5x4 3x4 4x8 8-0-10 8-0-10 12-7-6 4-6-13 20-8-0 8-0-10 -0-11-4 0-11-4 8-0-10 8-0-10 12-7-6 4-6-13 20-8-0 8-0-10 21-7-4 0-11-4 0-6-13 5-1-6 5-3-3 0-6-13 5-1-6 7.00 12 Plate Offsets (X,Y): [2:0-3-8,Edge], [3:0-3-12,0-1-0], [4:0-4-0,0-1-11], [5:0-3-8,Edge] LOADING (psf) TCLL TCDL Job B12209561 Truss T28A Truss Type Common Truss Qty 1 Ply 1 121 LAKESIDE Job Reference (optional) I5419903 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:38 2012 Page 1 ID:fiVBMQob3W3eYp83MEE6qhzazqW-mOh?Xwxj9RbZulayGBJ9Rap1RxUuo8OjuVOL_YzPqW7 Scale = 1:41.2 T1 T1 B1 W2 W1 W1 HW1 HW1 B2 1 2 3 4 5 6 7 9 8 4x6 5x6 3x6 3x8 1.5x4 1.5x4 5x6 10-4-0 10-4-0 20-8-0 10-4-0 -0-11-4 0-11-4 5-2-10 5-2-10 10-4-0 5-1-6 15-5-6 5-1-6 20-8-0 5-2-10 21-7-4 0-11-4 0-6-13 6-7-2 0-6-13 7.00 12 Plate Offsets (X,Y): [2:Edge,0-1-4], [6:Edge,0-1-4] LOADING (psf) TCLL TCDL Job B12209561 Truss TG01 Truss Type Common Truss Qty 1 Ply 2 121 LAKESIDE Job Reference (optional) I5419904 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:48 2012 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-TJIneL3_oWs85HLtsIVVrhDgtzrv8gRBB2ptKzzPqVz Scale = 1:49.0 T1 T1 B1 W3 W1 W1 W2 W2 1 2 3 6 5 4 7 8 9 10 4x6 4x6 4x6 3x6 3x6 8x8 5-11-0 5-11-0 11-10-0 5-11-0 5-11-0 5-11-0 11-10-0 5-11-0 4-1-12 8-1-1 4-1-12 8.00 12 Plate Offsets (X,Y): [1:Edge,0-1-8], [3:Edge,0-1-8], [4:Edge,0-2-8], [5:0-4-0,0-5-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code Job B12209561 Truss TG01A Truss Type Hip Truss Qty 1 Ply 1 121 LAKESIDE Job Reference (optional) I5419905 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:48 2012 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-TJIneL3_oWs85HLtsIVVrhDmgzzT8gHBB2ptKzzPqVz Scale = 1:40.3 T1 T2 T1 B1 W3 W3 W1 W1 W2 W2 1 2 3 4 5 6 10 9 8 7 11 12 13 4x6 4x6 2x4 2x4 3x4 3x4 4x6 4x6 3-11-0 3-11-0 7-11-0 4-0-0 11-10-0 3-11-0 -1-0-0 1-0-0 3-11-0 3-11-0 7-11-0 4-0-0 11-10-0 3-11-0 12-10-0 1-0-0 4-1-12 6-9-1 4-1-12 6-9-1 8.00 12 Plate Offsets (X,Y): [2:0-2-0,0-1-8], [3:0-3-12,0-2-0], [4:0-3-12,0-2-0], [5:0-2-0,0-1-8] LOADING (psf) TCLL Job B12209561 Truss TG02 Truss Type COMMON TRUSS Qty 1 Ply 2 121 LAKESIDE Job Reference (optional) I5419906 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:49 2012 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-xVs9rh4cZq_?iRw3P?0kNvmvtNFct0uKQiYQsPzPqVy Scale = 1:33.5 T1 T2 B1 W1 1 HW1 2 3 4 5 14 15 6 16 6x10 3x4 3x8 4x10 4x6 6-4-4 6-4-4 13-1-0 6-8-12 6-4-4 6-4-4 13-1-0 6-8-12 14-1-0 1-0-0 0-10-12 5-1-9 0-7-12 8.00 12 Plate Offsets (X,Y): [4:0-10-3,0-0-4], [6:0-4-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 Job B12209561 Truss TG03 Truss Type HIP TRUSS Qty 1 Ply 2 121 LAKESIDE Job Reference (optional) I5419907 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:49 2012 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-xVs9rh4cZq_?iRw3P?0kNvmqfNAwt0oKQiYQsPzPqVy Scale: 1/4"=1’ T1 T2 T3 B1 W1 W2 W1 W2 W1 1 B2 2 3 4 5 6 10 9 8 7 17 18 19 20 21 22 23 24 25 26 27 28 7x16 MT18H 7x16 MT18H 6x10 6x10 3x8 5x10 MT18H 8x10 2x4 3x8 6-5-4 6-5-4 13-11-8 7-6-4 21-5-12 7-6-4 27-11-0 6-5-4 -1-0-0 1-0-0 6-5-4 6-5-4 13-11-8 7-6-4 21-5-12 7-6-4 27-11-0 6-5-4 0-7-12 4-11-4 0-7-12 4-11-4 8.00 12 Plate Offsets (X,Y): [2:0-10-0,0-0-7], [3:1-1-0,0-3-8], [5:1-1-0,0-3-8], [6:0-10-0,0-0-7], [7:0-4-8,0-1-8], [8:0-5-0,0-4-8], [10:0-4-8,0-1-8] Job B12209561 Truss TG03 Truss Type HIP TRUSS Qty 1 Ply 2 121 LAKESIDE Job Reference (optional) I5419907 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:49 2012 Page 2 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-xVs9rh4cZq_?iRw3P?0kNvmqfNAwt0oKQiYQsPzPqVy LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 5-6=-60, 11-14=-20 Concentrated Loads (lb) Vert: 17=-2050(F) 18=-1010(F) 19=-1025(F) 20=-1025(F) 21=-1025(F) 22=-1023(F) 23=-1023(F) 24=-1023(F) 25=-1017(F) 26=-1023(F) 27=-1023(F) 28=-1023(F) WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. Job B12209561 Truss TG03A Truss Type Hip Truss Qty 1 Ply 1 121 LAKESIDE Job Reference (optional) I5419908 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:50 2012 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-QhPX314FK76sKbVFzjXzw6J_QnbIcR6UfMI_OrzPqVx Scale: 1/4"=1’ T1 T2 T1 B1 W1 W2 W1 W2 W1 T3 1 B2 2 3 4 5 6 7 8 12 11 10 9 13 14 15 16 17 18 19 20 21 22 5x12 4x6 5x12 4x10 4x6 3x6 5x12 2x4 3x6 4x10 4-8-4 4-8-4 13-11-8 9-3-4 23-2-12 9-3-4 27-11-0 4-8-4 -1-0-0 1-0-0 4-8-4 4-8-4 13-11-8 9-3-4 23-2-12 9-3-4 27-11-0 4-8-4 28-11-0 1-0-0 Job B12209561 Truss TG03A Truss Type Hip Truss Qty 1 Ply 1 121 LAKESIDE Job Reference (optional) I5419908 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:50 2012 Page 2 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-QhPX314FK76sKbVFzjXzw6J_QnbIcR6UfMI_OrzPqVx LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 12=-181 10=-181 9=-181 13=-274(B) 14=-181 15=-181 16=-181 17=-181 18=-181 19=-181 20=-181 21=-181 22=-274(B) WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. Job B12209561 Truss TG05 Truss Type Flat Truss Qty 1 Ply 1 121 LAKESIDE Job Reference (optional) I5419909 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:24 2012 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-Ahrib8mxS8qYCbWFSF3tteEWnIkXWewfgK?bUMzPqWL Scale = 1:44.4 W1 T1 W1 B1 W2 W3 W4 W3 W2 T2 B2 1 2 3 4 5 10 9 8 7 6 11 12 13 14 15 16 17 18 19 20 21 3x8 4x10 3x6 4x10 3x8 5x10 MT18H 5x8 3x4 1.5x4 5x12 8-9-12 8-9-12 17-6-4 8-8-8 26-4-0 8-9-12 8-9-12 8-9-12 17-6-4 8-8-8 26-4-0 8-9-12 3-10-2 Plate Offsets (X,Y): [1:Edge,0-1-12], [5:Edge,0-1-12], [7:0-4-0,0-2-12], [9:0-2-8,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL Job B12209561 Truss TG06 Truss Type HALF HIP TRUSS Qty 1 Ply 2 121 LAKESIDE Job Reference (optional) I5419910 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:39 2012 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-EaFNlGyLwljQWu98qvrOzoL2ILnPXUXs797uW_zPqW6 Scale = 1:51.7 T1 T2 B1 W1 B3 B4 W5 B5 W7 W6 W8 W9 W8 W9 W8 T3 W2 W3 W2 W4 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 21 22 23 24 25 26 27 28 29 30 5x6 3x6 5x12 2x4 10x16 5x12 3x4 2x4 5x6 2x4 3x8 1.5x4 5x8 4x6 4x6 3x4 3x4 1-9-8 1-9-8 2-9-8 1-0-0 5-9-10 Job B12209561 Truss TG06 Truss Type HALF HIP TRUSS Qty 1 Ply 2 121 LAKESIDE Job Reference (optional) I5419910 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:39 2012 Page 2 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-EaFNlGyLwljQWu98qvrOzoL2ILnPXUXs797uW_zPqW6 12) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 13) BCSI1. 14) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 15) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-10=-60, 2-20=-20, 3-15=-20, 11-14=-20 Concentrated Loads (lb) Vert: 12=-166 18=-166 17=-166 21=-341(B) 22=-166 23=-166 24=-166 25=-166 26=-166 27=-166 28=-166 29=-166 30=-166 WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. Job B12209561 Truss TG07 Truss Type Half Hip Truss Qty 2 Ply 1 121 LAKESIDE Job Reference (optional) I5419911 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:50 2012 Page 1 ID:fiVBMQob3W3eYp83MEE6qhzazqW-QhPX314FK76sKbVFzjXzw6J4SngYcdPUfMI_OrzPqVx Scale = 1:11.2 T1 T2 W1 B1 W1 HW1 1 2 3 4 6 5 7 8 4x6 3x4 2x4 1.5x4 3x6 1-5-2 1-5-2 4-11-2 3-6-0 -0-11-4 0-11-4 1-5-2 1-5-2 4-11-2 3-6-0 0-7-12 1-7-3 8.00 12 Plate Offsets (X,Y): [2:0-2-0,0-1-1], [3:0-3-12,0-2-0], [4:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Job B12209561 Truss TG08 Truss Type Hip Truss Qty 1 Ply 1 121 LAKESIDE Job Reference (optional) I5419912 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:39 2012 Page 1 ID:fiVBMQob3W3eYp83MEE6qhzazqW-EaFNlGyLwljQWu98qvrOzoLAQLrZXZ1s797uW_zPqW6 Scale = 1:37.0 T1 T2 T1 B1 W1 W2 W2 W1 1 B2 2 3 4 5 6 7 10 9 11 12 13 14 15 8 16 17 4x8 4x8 4x8 5x6 4x8 3x4 5x6 4x8 5-9-3 5-9-3 14-10-13 9-1-10 20-8-0 5-9-3 -0-11-4 0-11-4 5-9-3 5-9-3 10-4-0 4-6-13 14-10-13 4-6-13 20-8-0 5-9-3 21-7-4 0-11-4 0-6-13 3-9-15 3-11-3 0-6-13 3-9-15 7.00 12 Plate Offsets (X,Y): [2:0-0-6,0-0-2], [3:0-4-0,0-1-8], [5:0-4-0,0-1-8], [6:0-0-6,0-0-2], [8:0-2-8,0-2-12], [10:0-2-8,0-2-12] LOADING (psf) TCLL TCDL Job B12209561 Truss V11 Truss Type Valley Truss Qty 1 Ply 1 121 LAKESIDE Job Reference (optional) I5419913 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:27 2012 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-bGXrEAppl3C742Eq7OdaUGsCbVsDjE35MHDG5gzPqWI Scale = 1:10.0 W1 T1 B1 1 2 3 1.5x4 1.5x4 2x4 2-4-13 2-4-13 2-4-13 2-4-13 1-4-13 0-0-4 7.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.06 0.04 0.00 DEFL Job B12209561 Truss V13 Truss Type Valley Truss Qty 1 Ply 1 121 LAKESIDE Job Reference (optional) I5419914 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:50 2012 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-QhPX314FK76sKbVFzjXzw6J8Wnf_cdlUfMI_OrzPqVx Scale = 1:11.0 T1 T1 B1 1 2 3 2x4 3x4 2x4 4-10-9 4-10-9 2-5-5 2-5-5 4-10-9 2-5-5 0-0-4 1-7-8 0-0-4 8.00 12 Plate Offsets (X,Y): [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.08 Job B12209561 Truss V14 Truss Type Valley Truss Qty 1 Ply 1 121 LAKESIDE Job Reference (optional) I5419915 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:40 2012 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-implyczzh3rH72kKOcMdW?uLLlFoG3T0MptS3QzPqW5 Scale = 1:59.2 T2 T3 W1 B1 ST4 ST3 ST2 ST1 ST5 T1 B2 1 2 3 4 5 6 7 8 15 14 1312 11 10 9 3x6 4x6 3x6 3x6 3x6 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 3x4 21-3-3 21-3-3 15-7-11 15-7-11 21-3-3 5-7-8 0-0-4 8-11-11 9-1-8 8-11-11 7.00 12 Plate Offsets (X,Y): [6:0-3-0,0-1-12], [8:Edge,0-2-8], [9:Edge,0-2-8] Job B12209561 Truss V15 Truss Type Valley Truss Qty 1 Ply 1 121 LAKESIDE Job Reference (optional) I5419916 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:40 2012 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-implyczzh3rH72kKOcMdW?uLblFrG3R0MptS3QzPqW5 Scale = 1:56.6 T2 T3 W1 B1 ST4 ST3 ST2 ST1 T1 B2 1 2 3 4 5 6 7 13 12 1110 9 8 3x6 4x6 3x6 3x6 3x6 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 3x4 18-11-13 18-11-13 15-7-11 15-7-11 18-11-13 3-4-1 0-0-4 8-11-11 9-1-8 8-11-11 7.00 12 Plate Offsets (X,Y): [6:0-3-0,0-1-12], [7:Edge,0-2-8], [8:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL Job B12209561 Truss V16 Truss Type Valley Truss Qty 1 Ply 1 121 LAKESIDE Job Reference (optional) I5419917 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:40 2012 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-implyczzh3rH72kKOcMdW?uKqlFcG3J0MptS3QzPqW5 Scale = 1:56.5 T2 T3 W1 B1 ST4 ST3 ST2 ST1 T1 B2 1 2 3 4 5 6 7 13 12 11 10 9 8 3x6 4x6 3x6 3x6 3x6 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 3x4 16-8-6 16-8-6 15-7-11 15-7-11 16-8-6 1-0-10 0-0-4 8-11-11 9-1-8 8-11-11 7.00 12 Plate Offsets (X,Y): [6:0-3-0,0-1-12], [7:Edge,0-2-8], [8:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL Job B12209561 Truss V17 Truss Type Valley Truss Qty 2 Ply 1 121 LAKESIDE Job Reference (optional) I5419918 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:41 2012 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-AyN7AyzbSMz8lCJXxKts3DRXG8cP?Xg9aTc?bszPqW4 Scale = 1:46.4 T2 W1 B1 ST2 ST1 T1 1 2 3 4 5 8 7 6 3x6 3x6 1.5x4 3x6 1.5x4 1.5x4 1.5x4 3x6 14-4-15 14-4-15 14-4-15 14-4-15 0-0-4 8-4-14 7.00 12 Plate Offsets (X,Y): [6:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Job B12209561 Truss V18 Truss Type Valley Truss Qty 2 Ply 1 121 LAKESIDE Job Reference (optional) I5419919 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:41 2012 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-AyN7AyzbSMz8lCJXxKts3DRYt8dD?YZ9aTc?bszPqW4 Scale = 1:39.2 T1 W1 B1 ST2 ST1 1 2 3 4 3x4 7 6 5 3x4 1.5x4 3x4 1.5x4 1.5x4 1.5x4 12-1-8 12-1-8 12-1-8 12-1-8 0-0-4 7-0-14 7.00 12 Plate Offsets (X,Y): [4:Edge,0-2-8], [5:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC Job B12209561 Truss V19 Truss Type Valley Truss Qty 1 Ply 1 121 LAKESIDE Job Reference (optional) I5419920 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:41 2012 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-AyN7AyzbSMz8lCJXxKts3DRVn8Zx?US9aTc?bszPqW4 Scale = 1:73.3 T2 W1 B1 ST4 ST3 ST2 ST1 T1 B2 1 2 3 4 5 6 7 13 12 11 10 9 8 3x6 4x6 3x6 1.5x4 3x6 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 3x4 21-3-3 21-3-3 21-3-3 21-3-3 0-0-4 12-4-14 7.00 12 Plate Offsets (X,Y): [7:0-3-12,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 Job B12209561 Truss V20 Truss Type Valley Truss Qty 1 Ply 1 121 LAKESIDE Job Reference (optional) I5419921 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:41 2012 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-AyN7AyzbSMz8lCJXxKts3DRXL8a??Xo9aTc?bszPqW4 Scale = 1:62.9 T2 W1 B1 ST3 ST2 ST1 T1 B2 1 2 3 4 5 6 11 10 9 8 7 3x6 3x6 3x6 1.5x4 3x6 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 3x6 18-11-13 18-11-13 18-11-13 18-11-13 0-0-4 11-0-14 7.00 12 Plate Offsets (X,Y): [1:0-3-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Job B12209561 Truss V21 Truss Type Valley Truss Qty 1 Ply 1 121 LAKESIDE Job Reference (optional) I5419922 PROBUILD, MOORESVILLE, IN 46158 7.250 s May 11 2011 MiTek Industries, Inc. Tue Apr 17 11:12:42 2012 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-f9xWNI_DDg5?NMujV1O5bQzg7YxnkxjIp7MY7JzPqW3 Scale = 1:58.3 T2 W1 B1 ST3 ST2 ST1 T1 B2 1 2 3 4 5 6 11 10 9 8 7 3x6 3x6 3x6 3x6 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 3x4 16-8-6 16-8-6 16-8-6 16-8-6 0-0-4 9-8-14 7.00 12 Plate Offsets (X,Y): [6:Edge,0-2-8], [7:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase edge of truss. / 16 " from outside 1 0 - PRODUCT CODE APPROVALS JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. W4-6 W3-6 W3-7 W2-7 W1-7 C1-8 C7-8 C6-7 C5-6 C4-5 C3-4 C1-2 C2-3 TOP CHORD TOP CHORD 8 7 6 5 4 1 2 3 BOTTOM CHORDS TOP CHORDS BEARING LATERAL BRACING LOCATION Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Indicated by symbol shown and/or by text in the bracing section of the output. Use T, I or proprietay bracing (e.g. eliminator) if indicated. The first dimension is the plate width measured perpendicular to slots. Second dimension is the length parallel to slots. 4 x 4 PLATE SIZE This symbol indicates the required direction of slots in connector plates. / 16 " 1 For 4 x 2 orientation, locate plates 0- Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 1 " / 4 3 PLATE LOCATION AND ORIENTATION Symbols Numbering System 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI1. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. 21. Unless information is otherwise provided to DrJ in writing, the use of these designs presumes approval, through the building designer or owner of the trusses, of the loads and related design assumptions (e.g. spans, profiles, deflection, etc.) found on each of the individual design drawings. 22. These trusses are designed using MiTek Sapphire standard analysis methods in accordance with ANSI/TPI 1 and related proprietary information. 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 24. Sheathing applied in the plane of the truss is not considered in the design of the individual truss components unless specifically noted. 25. Graphical purlin representation, if shown, does not depict the size or orientation of the purlin along the top and/or bottom chord. Purlins must be designed by others for size, and positioned in such a way as to support the imposed load along the clearspan of the purlin. 26. Due to the lateral thrust developed by scissor type trusses, if scissor type trusses are part of this design, careful consideration should be given to bearing wall conditions. Bearing walls of scissor type trusses should be designed in such a manner that the walls will safely withstand the lateral forces of the trusses. Consideration of these items is not a part of this truss design and is not the responsibility of the truss plate supplier, the truss designer, nor the truss fabricator. Competent professional advice should be secured relative to these items. 27. The accuracy of the truss design drawing relies upon accurate metal plate connector design values as published by MiTek and accurate design values for solid sawn lumber. Design values (E, Emin, Fb, Fc, Fcp, Ft, and Fv) for solid sawn lumber and approved, grade stamped, finger jointed lumber shall be as defined by the grade stamp prior to cross cutting and in accordance with the published values of lumber rules writing agencies approved by the Board of Review of the American Lumber Standards Committee in accordance with the latest edition of ANSI/TPI 1 Section 6.3. Failure to Follow Could Cause Property Damage or Personal Injury General Safety Notes * Plate location details available in MiTek 20/20 software or upon request. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) ' 2011 DrJ Consulting, LLC All Rights Reserved WEBS edge of truss. / 16 " from outside 1 0 - ICC-ES Reports: ESR-1311, ESR-1352, ER-5243, 9604B, 9730, 95-43, 96-31, 9667A NER-487, NER-561 95110, 84-32, 96-67, ER-3907, 9432A JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. W4-6 W3-6 W3-7 W2-7 W1-7 C1-8 C7-8 C6-7 C5-6 C4-5 C3-4 C1-2 C2-3 TOP CHORD TOP CHORD 8 7 6 5 4 1 2 3 BOTTOM CHORDS TOP CHORDS BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. 4 x 4 PLATE SIZE This symbol indicates the required direction of slots in connector plates. / 16 " 1 For 4 x 2 orientation, locate plates 0- 1 " / 4 3 PLATE LOCATION AND ORIENTATION Symbols Numbering System General Safety Notes * Plate location details available in MiTek 20/20 software or upon request. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 dimensions shown in ft-in-sixteenths WEBS DrJ Consulting, LLC 6300 Enterprise Lane Madison, WI 53719 Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.49 0.23 0.32 DEFL Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 59 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 3 SPF No.2 OTHERS 2 X 3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-7 REACTIONS All bearings 16-8-6. (lb) - Max Horz 1=282(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 7, 8, 10, 11, 1 Max Grav All reactions 250 lb or less at joint(s) 7, 1 except 8=350(LC 1), 10=299(LC 1), 11=373(LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-8=-263/87, 2-11=-267/122 NOTES (6-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 8, 10, 11, 1. 5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. April 17,2012 Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.37 0.26 0.18 DEFL Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 76 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 4 SP No.2 OTHERS 2 X 3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-7, 5-8 REACTIONS All bearings 18-11-13. (lb) - Max Horz 1=322(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 7, 8, 10, 1 except 11=-115(LC 6) Max Grav All reactions 250 lb or less at joint(s) 7, 10, 1 except 8=357(LC 1), 11=529(LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-274/166 WEBS 5-8=-266/89, 2-11=-369/166 NOTES (6-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 8, 10, 1 except (jt=lb) 11=115. 5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. April 17,2012 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.47 0.33 0.33 DEFL Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 89 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 4 SP No.2 OTHERS 2 X 3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-8, 6-9 REACTIONS All bearings 21-3-3. (lb) - Max Horz 1=362(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 8, 9, 10, 12, 13, 1 Max Grav All reactions 250 lb or less at joint(s) 8, 1 except 9=335(LC 1), 10=323(LC 1), 12=294(LC 1), 13=407(LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-316/180, 2-3=-263/166 WEBS 6-9=-254/99, 2-13=-288/135 NOTES (6-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 9, 10, 12, 13, 1. 5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. April 17,2012 BC WB (Matrix) 0.27 0.12 0.13 DEFL Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 39 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 3 SPF No.2 OTHERS 2 X 3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS All bearings 12-1-8. (lb) - Max Horz 1=202(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=340(LC 1), 7=334(LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-259/108 NOTES (6-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 6, 7. 5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. April 17,2012 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.37 0.17 0.18 DEFL Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 48 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 3 SPF No.2 OTHERS 2 X 3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6 REACTIONS All bearings 14-4-15. (lb) - Max Horz 1=242(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 6, 7 except 8=-104(LC 6) Max Grav All reactions 250 lb or less at joint(s) 6, 1 except 7=287(LC 1), 8=480(LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-335/161 NOTES (6-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 7 except (jt=lb) 8=104. 5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. April 17,2012 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.48 0.21 0.25 DEFL Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 63 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 3 SPF No.2 OTHERS 2 X 3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 6-7. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 8-9. WEBS 1 Row at midpt 7-8, 6-9 JOINTS 1 Brace at Jt(s): 7 REACTIONS All bearings 16-8-6. (lb) - Max Horz 1=261(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 8, 9, 11, 12, 13, 1 Max Grav All reactions 250 lb or less at joint(s) 8, 1 except 9=271(LC 1), 11=335(LC 1), 12=319(LC 1), 13=312(LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-11=-253/120 NOTES (9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 9, 11, 12, 13, 1. 7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. April 17,2012 BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.43 0.19 0.25 DEFL Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 68 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 3 SPF No.2 OTHERS 2 X 3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-7. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 8-9. WEBS 1 Row at midpt 7-8, 6-9 JOINTS 1 Brace at Jt(s): 7 REACTIONS All bearings 18-11-13. (lb) - Max Horz 1=261(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 8, 9, 11, 12, 13, 1 Max Grav All reactions 250 lb or less at joint(s) 8, 1 except 9=321(LC 1), 11=325(LC 1), 12=321(LC 1), 13=311(LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 9, 11, 12, 13, 1. 7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. April 17,2012 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.45 0.20 0.24 DEFL Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 81 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 3 SPF No.2 OTHERS 2 X 3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-8. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-9, 6-11, 7-10 JOINTS 1 Brace at Jt(s): 8 REACTIONS All bearings 21-3-3. (lb) - Max Horz 1=261(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 9, 11, 13, 14, 15, 10, 1 Max Grav All reactions 250 lb or less at joint(s) 9, 1 except 11=334(LC 1), 13=321(LC 1), 14=322(LC 1), 15=311(LC 1), 10=271(LC 11) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-11=-251/90 NOTES (9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 11, 13, 14, 15, 10, 1. 7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. April 17,2012 0.21 0.00 DEFL Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF Stud BOT CHORD 2 X 4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 4-10-9 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=157/4-10-9 (min. 0-1-8), 3=157/4-10-9 (min. 0-1-8) Max Horz 1=30(LC 5) Max Uplift 1=-7(LC 6), 3=-7(LC 7) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (7-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. April 17,2012 Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 2 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF Stud BOT CHORD 2 X 4 SPF Stud WEBS 2 X 3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-4-13 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=70/2-4-13 (min. 0-1-8), 2=70/2-4-13 (min. 0-1-8) Max Horz 3=-31(LC 4) Max Uplift 3=-11(LC 7), 2=-1(LC 7) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (6-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. April 17,2012 BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.39 0.45 0.38 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.36 0.04 (loc) 8-10 8-10 6 l/defl >999 >683 n/a L/d 240 180 n/a PLATES MT20 Weight: 91 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 6 SYP DSS WEBS 2 X 3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-3-6 oc purlins, except 2-0-0 oc purlins (3-9-11 max.): 3-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=1676/0-3-8 (min. 0-1-11), 6=1712/0-3-8 (min. 0-1-12) Max Horz 2=-82(LC 3) Max Uplift 2=-258(LC 5), 6=-268(LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2649/403, 3-4=-2145/359, 4-5=-2206/376, 5-6=-2723/423 BOT CHORD 2-11=-368/2175, 11-12=-368/2175, 10-12=-368/2175, 10-13=-419/2367, 13-14=-419/2367, 9-14=-419/2367, 9-15=-419/2367, 8-15=-419/2367, 8-16=-303/2238, 16-17=-303/2238, 6-17=-303/2238 WEBS 3-10=-169/1077, 4-10=-358/174, 4-8=-281/154, 5-8=-180/1118 NOTES (10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=258, 6=268. 6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 145 lb down and 42 lb up at 1-9-15, 166 lb down and 33 lb up at 3-9-15, 168 lb down and 45 lb up at 5-9-15, 168 lb down and 45 lb up at 7-9-15, 168 lb down and 45 lb up at 9-9-15, 168 lb down and 45 lb up at 11-9-15, 168 lb down and 45 lb up at 13-9-15, 168 lb down and 45 lb up at 14-10-1, and 166 lb down and 33 lb up at 16-10-1, and 145 lb down and 42 lb up at 18-10-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 5-7=-60, 2-6=-20 Concentrated Loads (lb) Vert: 9=-168 10=-168 8=-168 11=-145(F) 12=-166 13=-168 14=-168 15=-168 16=-166 17=-145(F) WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. April 17,2012 Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.34 0.17 0.02 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 3 SPF No.2 WEDGE Left: 2 X 4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 4-11-2 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 4 REACTIONS (lb/size) 5=165/Mechanical, 2=238/0-3-8 (min. 0-1-8) Max Horz 2=43(LC 4) Max Uplift 5=-29(LC 4), 2=-60(LC 5) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (10-13) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2. 6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3 lb down and 25 lb up at 1-5-2, and 3 lb down and 25 lb up at 3-5-14 on top chord, and 13 lb down and 20 lb up at 1-5-2, and 6 lb up at 3-5-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 2-5=-20 Concentrated Loads (lb) Vert: 3=25(F) 6=-13(F) 7=25(F) 8=3(F) WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. April 17,2012 3-0-2 8-0-4 2-2-10 10-0-5 2-0-1 13-3-0 3-2-11 14-3-0 1-0-0 19-0-9 4-9-9 23-11-7 4-10-13 28-11-8 5-0-1 -1-0-0 1-0-0 1-9-8 1-9-8 2-9-8 1-0-0 5-9-10 3-0-2 10-0-5 4-2-11 13-3-0 3-2-11 14-3-0 1-0-0 19-0-9 4-9-9 23-11-7 4-10-13 28-11-8 5-0-1 0-6-12 3-10-2 3-11-6 3-10-2 0-11-0 7.00 12 Plate Offsets (X,Y): [2:0-7-10,0-2-8], [3:0-4-0,0-5-4], [13:0-2-8,0-2-8], [15:0-4-8,0-2-2], [18:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.91 0.72 0.74 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.51 0.22 (loc) 15-17 15-17 11 l/defl >999 >670 n/a L/d 240 180 n/a PLATES MT20 Weight: 290 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 *Except* T1: 2 X 6 SYP 2400F 2.0E BOT CHORD 2 X 6 SPF No.2 *Except* B3: 2 X 6 SYP 2400F 2.0E WEBS 2 X 3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (4-10-5 max.): 4-10. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 10 REACTIONS (lb/size) 2=2344/0-3-8 (min. 0-1-13), 11=2354/Mechanical Max Horz 2=129(LC 5) Max Uplift 2=-363(LC 6), 11=-481(LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1605/232, 3-4=-5128/911, 4-5=-4605/843, 5-6=-6085/1156, 6-7=-6083/1204, 7-8=-6083/1204, 8-9=-2845/578, 9-10=-2845/578 BOT CHORD 3-19=-756/4142, 19-21=-829/4523, 18-21=-829/4523, 18-22=-1156/6085, 17-22=-1156/6085, 17-23=-1210/6120, 16-23=-1210/6120, 16-24=-1183/5955, 15-24=-1170/5906, 13-27=-894/4457, 27-28=-894/4457, 12-28=-894/4457 WEBS 3-20=-91/545, 6-15=-254/81, 13-15=-863/4286, 8-15=-359/1880, 8-12=-1975/386, 9-12=-327/134, 10-12=-708/3485, 10-11=-2134/457, 4-18=-362/2005, 5-17=-137/756, 5-18=-1812/443 NOTES (12-15) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc, 2 X 4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 3 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=363, 11=481. 9) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 341 lb down and 93 lb up at 3-10-6, 166 lb down and 46 lb up at 5-10-6, 166 lb down and 46 lb up at 7-10-6, 166 lb down and 46 lb up at 9-10-6, 166 lb down and 46 lb up at 11-10-6, 166 lb down and 45 lb up at 13-10-6, 166 lb down and 45 lb up at 15-10-6, 166 lb down and 45 lb up at 17-10-6, 166 lb down and 45 lb up at 19-10-6, 166 lb down and 45 lb up at 21-10-6, 166 lb down and 45 lb up at 23-10-6, and 166 lb down and 45 lb up at 25-10-6, and 166 lb down and 45 lb up at 27-10-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Continued on page 2 WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. April 17,2012 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.80 0.49 0.99 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.56 0.04 (loc) 7-9 7-9 6 l/defl >999 >558 n/a L/d 240 180 n/a PLATES MT20 MT18H Weight: 155 lb FT = 20% GRIP 197/144 244/190 LUMBER TOP CHORD 2 X 4 SYP DSS BOT CHORD 2 X 6 SYP DSS WEBS 2 X 4 SP No.2 *Except* W1: 2 X 4 SYP No.1, W3: 2 X 3 SPF No.2 BRACING TOP CHORD 2-0-0 oc purlins (3-1-15 max.): 1-5, except end verticals. BOT CHORD Structural wood sheathing directly applied or 8-8-3 oc bracing. WEBS 1 Row at midpt 1-9, 2-7, 5-7 JOINTS 1 Brace at Jt(s): 1, 5 REACTIONS (lb/size) 10=2070/Mechanical, 6=2176/0-3-8 (min. 0-2-3) Max Horz 10=-100(LC 3) Max Uplift 10=-497(LC 3), 6=-538(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-1698/429, 1-2=-3812/944, 2-3=-3806/942, 3-4=-3806/942, 4-5=-3806/942, 5-6=-1696/429 BOT CHORD 9-15=-972/3812, 15-16=-972/3812, 8-16=-972/3812, 8-17=-972/3812, 7-17=-972/3812 WEBS 1-9=-940/3867, 2-9=-519/173, 4-7=-519/166, 5-7=-939/3858 NOTES (10-13) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 497 lb uplift at joint 10 and 538 lb uplift at joint 6. 7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 166 lb down and 65 lb up at 1-9-12, 166 lb down and 65 lb up at 3-9-12, 166 lb down and 65 lb up at 5-9-12, 166 lb down and 65 lb up at 7-9-12, 166 lb down and 65 lb up at 9-9-12, 166 lb down and 65 lb up at 11-9-12, 166 lb down and 65 lb up at 13-9-12, 166 lb down and 65 lb up at 15-9-12, 166 lb down and 65 lb up at 17-9-12, 166 lb down and 65 lb up at 19-9-12, 166 lb down and 65 lb up at 21-9-12, and 166 lb down and 65 lb up at 23-9-12, and 166 lb down and 65 lb up at 25-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 6-10=-20 Concentrated Loads (lb) Vert: 8=-166 7=-166 11=-166 12=-166 13=-166 14=-166 15=-166 16=-166 17=-166 18=-166 19=-166 20=-166 21=-166 WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. April 17,2012 0-7-12 3-9-4 0-7-12 3-9-4 8.00 12 Plate Offsets (X,Y): [2:0-10-4,0-1-7], [3:0-8-0,0-2-12], [6:0-8-0,0-2-12], [7:0-10-4,0-1-7], [10:0-6-0,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.73 0.51 0.81 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.23 -0.56 0.08 (loc) 10-12 10-12 7 l/defl >999 >592 n/a L/d 240 180 n/a PLATES MT20 Weight: 159 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2 X 6 SPF No.2 BOT CHORD 2 X 6 SYP 2400F 2.0E WEBS 2 X 3 SPF No.2 *Except* W2: 2 X 4 SYP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-3-14 oc purlins, except 2-0-0 oc purlins (2-7-7 max.): 3-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=2442/0-3-8 (min. 0-2-0), 7=2442/0-3-8 (min. 0-2-0) Max Horz 2=-78(LC 3) Max Uplift 2=-382(LC 4), 7=-382(LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3878/676, 3-4=-5527/1029, 4-5=-5526/1029, 5-6=-5527/1029, 6-7=-3878/677 BOT CHORD 2-13=-585/3128, 12-13=-585/3128, 12-14=-588/3157, 14-15=-588/3157, 15-16=-588/3157, 11-16=-588/3157, 11-17=-588/3157, 10-17=-588/3157, 10-18=-510/3156, 18-19=-510/3156, 19-20=-510/3156, 20-21=-510/3156, 9-21=-510/3156, 9-22=-508/3127, 7-22=-508/3127 WEBS 3-12=-86/910, 3-10=-556/2568, 4-10=-525/232, 6-10=-557/2569, 6-9=-86/911 NOTES (10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=382, 7=382. 6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 274 lb down and 60 lb up at 2-9-0, 181 lb down and 42 lb up at 4-9-0, 181 lb down and 42 lb up at 6-9-0, 181 lb down and 42 lb up at 8-9-0, 181 lb down and 42 lb up at 10-9-0, 181 lb down and 42 lb up at 12-9-0, 181 lb down and 42 lb up at 13-11-8, 181 lb down and 42 lb up at 15-2-0, 181 lb down and 42 lb up at 17-2-0, 181 lb down and 42 lb up at 19-2-0, 181 lb down and 42 lb up at 21-2-0, and 181 lb down and 42 lb up at 23-2-0, and 274 lb down and 60 lb up at 25-2-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-6=-60, 6-8=-60, 2-7=-20 Continued on page 2 WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. April 17,2012 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI TC BC WB (Matrix-M) 0.66 0.84 0.75 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.23 -0.58 0.11 (loc) 8-10 8-10 6 l/defl >999 >577 n/a L/d 240 180 n/a PLATES MT20 MT18H Weight: 293 lb FT = 20% GRIP 197/144 197/144 LUMBER TOP CHORD 2 X 6 SPF No.2 BOT CHORD 2 X 6 SYP 2400F 2.0E WEBS 2 X 3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-1-14 oc purlins, except 2-0-0 oc purlins (3-7-7 max.): 3-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 6=8340/0-3-8 (min. 0-3-7), 2=7246/0-3-8 (min. 0-3-0) Max Horz 2=111(LC 4) Max Uplift 6=-338(LC 3), 2=-757(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-11840/1227, 3-4=-13460/940, 4-5=-13460/940, 5-6=-11715/476 BOT CHORD 2-17=-1061/9729, 10-17=-1061/9729, 10-18=-1075/9821, 18-19=-1075/9821, 19-20=-1075/9821, 9-20=-1075/9821, 9-21=-1075/9821, 8-21=-1075/9821, 8-22=-335/9783, 22-23=-335/9783, 23-24=-335/9783, 24-25=-335/9783, 7-25=-335/9783, 7-26=-339/9695, 26-27=-339/9695, 27-28=-339/9695, 6-28=-339/9695 WEBS 3-10=-638/3972, 3-8=0/4322, 4-8=-378/196, 5-8=-721/4368, 5-7=0/3789 NOTES (12-15) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-5-0 oc. Webs connected as follows: 2 X 3 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=338, 14=757. 9) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2050 lb down and 509 lb up at 5-0-3, 1010 lb down and 181 lb up at 7-0-3, 1025 lb down and 109 lb up at 9-0-3, 1025 lb down and 59 lb up at 11-0-3, 1025 lb down and 26 lb up at 13-0-3, 1023 lb down and 72 lb up at 15-0-3, 1023 lb down and 72 lb up at 17-0-3, 1023 lb down and 72 lb up at 19-0-3, 1017 lb down at 21-0-3, 1023 lb down and 69 lb up at 23-0-3, and 1023 lb down and 66 lb up at 25-0-3, and 1023 lb down and 65 lb up at 27-0-3 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 13) BCSI1. 14) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 15) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Continued on page 2 WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. April 17,2012 1.15 1.15 NO IRC2006/TPI2002 CSI TC BC WB (Matrix-M) 0.33 0.54 0.74 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.16 0.01 (loc) 6-13 6-13 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 111 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 6 SYP 2400F 2.0E WEBS 2 X 3 SPF No.2 SLIDER Left 2 X 4 SPF Stud 1-6-0 BRACING TOP CHORD Structural wood sheathing directly applied or 5-9-5 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=3745/0-3-0 (min. 0-1-9), 4=3096/0-3-8 (min. 0-1-8) Max Horz 1=-114(LC 3) Max Uplift 1=-342(LC 5), 4=-451(LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3648/466, 2-3=-4172/590, 3-4=-4356/585 BOT CHORD 1-14=-411/3538, 14-15=-411/3538, 6-15=-411/3538, 6-16=-411/3538, 4-16=-411/3538 WEBS 3-6=-534/4336 NOTES (9-12) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-4-0 oc. Webs connected as follows: 2 X 3 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=342, 11=451. 7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1133 lb down and 28 lb up at 2-0-13, 1133 lb down and 33 lb up at 4-0-13, and 1133 lb down and 163 lb up at 6-0-13, and 2334 lb down and 493 lb up at 8-0-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 7-11=-20 Concentrated Loads (lb) Vert: 6=-1133(B) 14=-1133(B) 15=-1133(B) 16=-2334(B) WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. April 17,2012 TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.23 0.27 0.32 DEFL Vert(LL) Vert(TL) Horz(TL) in 0.04 0.04 -0.00 (loc) 9-10 9-10 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 63 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 6 SPF No.2 WEBS 2 X 3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 10=866/0-3-8 (min. 0-1-8), 7=866/0-3-8 (min. 0-1-8) Max Horz 10=192(LC 4) Max Uplift 10=-641(LC 5), 7=-641(LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-497/415, 3-4=-362/363, 4-5=-497/415, 2-10=-759/502, 5-7=-759/502 BOT CHORD 9-12=-359/362, 8-12=-359/362 WEBS 2-9=-455/489, 5-8=-455/489 NOTES (10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=641, 7=641. 6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 160 lb down and 349 lb up at 1-11-12, 117 lb down and 172 lb up at 3-11-12, 117 lb down and 172 lb up at 5-11-0, and 117 lb down and 172 lb up at 7-10-4, and 160 lb down and 349 lb up at 9-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-5=-60, 5-6=-60, 7-10=-20 Concentrated Loads (lb) Vert: 9=-117 8=-117 11=-160(F) 12=-117 13=-160(F) WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. April 17,2012 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.60 0.82 0.31 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.14 -0.00 (loc) 4-5 4-5 4 l/defl >999 >965 n/a L/d 240 180 n/a PLATES MT20 Weight: 120 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 6 SPF No.2 WEBS 2 X 3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 6=3085/0-3-8 (min. 0-2-7), 4=2958/0-3-8 (min. 0-2-5) Max Horz 6=220(LC 4) Max Uplift 6=-151(LC 6), 4=-147(LC 5) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1990/171, 2-3=-1990/171, 1-6=-2194/140, 3-4=-2194/140 WEBS 2-5=-86/1802, 1-5=-128/1779, 3-5=-128/1780 NOTES (9-12) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc, 2 X 3 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-7-0 oc. Webs connected as follows: 2 X 3 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=151, 4=147. 7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1023 lb down and 51 lb up at 1-9-3, 1023 lb down and 53 lb up at 3-9-3, 1023 lb down and 54 lb up at 5-9-3, and 1022 lb down and 54 lb up at 7-9-3, and 1022 lb down and 54 lb up at 9-7-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-6=-20 Concentrated Loads (lb) Vert: 5=-1023(B) 7=-1023(B) 8=-1023(B) 9=-1022(B) 10=-1022(B) WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. April 17,2012 BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.28 0.55 0.28 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.52 0.04 (loc) 6-9 6-9 6 l/defl >999 >474 n/a L/d 240 180 n/a PLATES MT20 Weight: 69 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 3 SPF No.2 WEDGE Left: 2 X 3 SPF No.2, Right: 2 X 3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-10-5 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=880/0-3-8 (min. 0-1-8), 6=880/0-3-8 (min. 0-1-8) Max Horz 2=-147(LC 4) Max Uplift 2=-72(LC 6), 6=-72(LC 7) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1176/126, 3-4=-905/105, 4-5=-905/105, 5-6=-1176/126 BOT CHORD 2-9=-66/949, 8-9=-28/949, 6-8=-28/949 WEBS 4-9=0/580, 5-9=-304/137, 3-9=-304/137 NOTES (6-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. April 17,2012 BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.48 0.44 0.17 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.35 0.04 (loc) 2-9 2-9 5 l/defl >999 >701 n/a L/d 240 180 n/a PLATES MT20 Weight: 67 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 3 SPF No.2 WEDGE Left: 2 X 4 SPF Stud, Right: 2 X 4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 4-3-14 oc purlins, except 2-0-0 oc purlins (5-1-5 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=880/0-3-8 (min. 0-1-8), 5=880/0-3-8 (min. 0-1-8) Max Horz 2=-115(LC 4) Max Uplift 2=-63(LC 6), 5=-63(LC 7) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1153/111, 3-4=-878/143, 4-5=-1154/111 BOT CHORD 2-9=-15/881, 8-9=-16/878, 7-8=-16/878, 5-7=0/881 WEBS 3-9=0/267, 4-7=0/267 NOTES (8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. 6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. April 17,2012 Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.27 0.14 0.01 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.00 (loc) 2-6 2-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 4 SP No.2 *Except* W1: 2 X 3 SPF No.2 WEDGE Left: 2 X 4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 4-11-2 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 4 REACTIONS (lb/size) 2=253/0-3-8 (min. 0-1-8), 5=186/0-1-8 (min. 0-1-8) Max Horz 2=79(LC 5) Max Uplift 2=-37(LC 6), 5=-21(LC 5) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (9-12) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. 7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. April 17,2012 TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.83 0.53 0.75 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.51 0.03 (loc) 8-9 8-9 6 l/defl >999 >500 n/a L/d 240 180 n/a PLATES MT20 Weight: 84 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 6=853/0-3-8 (min. 0-1-8), 9=853/0-3-8 (min. 0-1-8) Max Horz 9=201(LC 5) Max Uplift 6=-34(LC 7), 9=-34(LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-455/42, 2-3=-809/133, 3-4=-809/133, 4-5=-455/42, 1-9=-348/54, 5-6=-348/54 BOT CHORD 8-9=-63/748, 7-8=-15/748, 6-7=-15/748 WEBS 3-8=-37/518, 2-9=-614/93, 4-6=-614/93 NOTES (6-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 9. 5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. April 17,2012 8-5-13 0-3-8 8.00 12 Plate Offsets (X,Y): [6:0-2-8,0-3-0], [9:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.84 0.51 0.76 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.52 0.03 (loc) 8-9 8-9 6 l/defl >999 >481 n/a L/d 240 180 n/a PLATES MT20 Weight: 84 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 9=840/0-3-8 (min. 0-1-8), 6=840/0-3-8 (min. 0-1-8) Max Horz 9=204(LC 5) Max Uplift 9=-34(LC 6), 6=-32(LC 7) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-459/40, 2-3=-788/132, 3-4=-787/131, 4-5=-348/46, 1-9=-348/53, 5-6=-283/52 BOT CHORD 8-9=-64/733, 7-8=-11/701, 6-7=-11/701 WEBS 3-8=-35/498, 2-9=-592/93, 4-6=-675/86 NOTES (6-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. 5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. April 17,2012 1.5x4 3x8 3x4 3x4 3x4 3x4 3x6 5x8 1-9-8 1-9-8 2-9-8 1-0-0 8-1-1 5-3-9 12-7-15 4-6-14 13-3-0 0-7-1 14-3-0 1-0-0 17-2-13 2-11-13 20-3-13 3-0-15 21-9-11 1-5-15 26-4-9 4-6-14 27-0-7 0-7-14 28-9-0 1-8-9 28-11-8 0-2-8 -1-0-0 1-0-0 1-9-8 1-9-8 2-9-8 1-0-0 8-1-1 5-3-9 12-7-15 4-6-14 13-3-0 0-7-1 14-3-0 1-0-0 17-2-13 2-11-13 20-3-13 3-0-15 21-9-11 1-5-15 26-4-9 4-6-14 27-0-7 0-7-14 28-9-0 1-8-9 28-11-8 0-2-8 0-6-12 4-10-13 5-1-9 5-3-6 4-10-13 0-11-0 5-1-9 7.00 12 1.93 12 4.40 12 Plate Offsets (X,Y): [2:0-0-14,0-2-0], [4:0-1-4,0-1-8], [5:0-3-4,0-1-12], [10:0-3-12,0-1-8], [15:0-1-12,0-1-8], [16:0-3-8,0-3-0], [20:0-6-4,Edge], [22:0-1-12,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix-M) 0.35 0.94 0.85 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.42 0.22 (loc) 16-17 16-17 13 l/defl >999 >829 n/a L/d 240 180 n/a PLATES MT20 Weight: 128 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 3 SPF No.2 *Except* B2,B4,B3: 2 X 4 SPF No.2, B1: 2 X 4 SYP No.1 WEBS 2 X 3 SPF No.2 SLIDER Left 2 X 3 SPF No.2 2-0-0 BRACING TOP CHORD Structural wood sheathing directly applied or 2-8-15 oc purlins, except end verticals, and 2-0-0 oc purlins (3-10-8 max.): 5-10, 11-12. BOT CHORD Structural wood sheathing directly applied or 2-2-0 oc bracing. JOINTS 1 Brace at Jt(s): 12 REACTIONS (lb/size) 13=1153/Mechanical, 2=1215/0-3-8 (min. 0-1-8) Max Horz 2=174(LC 5) Max Uplift 13=-151(LC 5), 2=-55(LC 5) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1948/216, 3-4=-3463/360, 4-5=-2053/231, 5-6=-1749/220, 6-7=-2130/284, 7-8=-1685/217, 8-9=-1685/217, 9-10=-1296/183 BOT CHORD 19-20=-428/2716, 18-19=-355/2130, 17-18=-283/1695, 15-16=-222/1294, 14-15=-109/553, 13-14=-108/555, 16-17=-295/1735, 2-20=-463/3027 WEBS 4-20=-81/923, 10-13=-1217/163, 7-16=-656/172, 5-19=-23/649, 4-19=-983/144, 6-19=-598/185, 7-18=-94/575, 9-15=-721/179, 9-16=-86/578, 10-15=-165/1094 NOTES (10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 28 except (jt=lb) 13=151. 8) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. April 17,2012 4x10 2x4 3x6 3x8 3x4 3x4 1.5x4 4x6 3x4 3x4 3x4 1-9-8 1-9-8 2-9-8 1-0-0 6-4-8 3-7-0 10-4-8 4-0-0 13-3-0 2-10-8 14-3-0 1-0-0 17-2-13 2-11-13 24-1-2 6-10-5 28-11-8 4-10-6 -1-0-0 1-0-0 1-9-8 1-9-8 2-9-8 1-0-0 6-4-8 3-7-0 10-4-8 4-0-0 13-3-0 2-10-8 14-3-0 1-0-0 17-2-13 2-11-13 19-2-1 1-11-4 24-1-2 4-11-1 28-11-8 4-10-6 0-6-12 6-5-9 6-7-6 3-9-5 0-11-0 6-5-9 7.00 12 1.93 12 4.40 12 Plate Offsets (X,Y): [2:0-1-2,0-2-0], [4:0-1-4,0-1-8], [6:0-3-0,0-1-12], [8:0-4-0,0-0-12], [9:Edge,0-1-8], [11:0-1-12,0-1-8], [16:0-6-8,Edge], [18:0-1-12,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix-M) 0.36 0.99 0.55 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.68 0.25 (loc) 13 12-13 10 l/defl >999 >508 n/a L/d 240 180 n/a PLATES MT20 MT18H Weight: 126 lb FT = 20% GRIP 197/144 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 3 SPF No.2 *Except* B2,B4: 2 X 4 SPF No.2, B3,B1: 2 X 4 SYP No.1 WEBS 2 X 3 SPF No.2 SLIDER Left 2 X 3 SPF No.2 2-0-0 BRACING TOP CHORD Structural wood sheathing directly applied or 2-7-15 oc purlins, except end verticals, and 2-0-0 oc purlins (4-4-1 max.): 6-8. BOT CHORD Structural wood sheathing directly applied or 2-2-0 oc bracing. REACTIONS (lb/size) 10=1153/Mechanical, 2=1215/0-3-8 (min. 0-1-8) Max Horz 2=192(LC 5) Max Uplift 10=-21(LC 4), 2=-68(LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1905/143, 3-4=-3401/254, 4-5=-2203/199, 5-6=-1809/199, 6-7=-1525/199, 7-8=-1367/204, 8-9=-930/143, 9-10=-1103/119 BOT CHORD 15-16=-354/2656, 14-15=-238/1890, 13-14=-190/1373, 11-12=-85/770, 12-13=-202/1381, 2-16=-391/2962 WEBS 4-16=-82/897, 6-14=0/548, 8-11=-478/131, 7-12=-583/206, 8-12=-140/842, 9-11=-84/928, 5-15=0/275, 4-15=-798/121, 5-14=-453/104 NOTES (11-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 24. 9) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. April 17,2012 1.5x4 1.5x4 10x10 3x4 3x4 3x4 4x10 2x4 3x6 3x8 3x4 1.5x4 1.5x4 1.5x4 1.5x4 3x4 1-9-8 1-9-8 2-9-8 1-0-0 7-8-11 4-11-3 12-7-15 4-11-3 13-3-0 0-7-1 14-3-0 1-0-0 21-9-11 7-6-11 28-11-8 7-1-13 -1-0-0 1-0-0 1-9-8 1-9-8 2-9-8 1-0-0 7-8-11 4-11-3 12-7-15 4-11-3 13-3-0 0-7-1 14-3-0 1-0-0 17-2-13 2-11-14 21-9-11 4-6-14 28-11-8 7-1-13 0-6-12 7-9-9 7-11-6 3-9-5 0-11-0 7-9-9 7.00 12 0.88 12 4.40 12 Plate Offsets (X,Y): [2:0-0-14,0-2-0], [4:0-1-4,0-1-8], [6:0-3-0,0-1-12], [8:0-4-0,0-1-11], [9:Edge,0-2-4], [10:Edge,0-2-8], [15:0-6-4,Edge], [17:0-1-12,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix-M) 0.82 0.93 0.60 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.56 0.19 (loc) 11-12 11-12 10 l/defl >999 >613 n/a L/d 240 180 n/a PLATES MT20 Weight: 130 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 3 SPF No.2 *Except* B2,B4,B3: 2 X 4 SPF No.2, B1: 2 X 4 SYP No.1 WEBS 2 X 3 SPF No.2 SLIDER Left 2 X 3 SPF No.2 2-0-0 BRACING TOP CHORD Structural wood sheathing directly applied or 2-9-2 oc purlins, except end verticals, and 2-0-0 oc purlins (5-0-13 max.): 6-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 14-15. WEBS 1 Row at midpt 7-11 REACTIONS (lb/size) 10=1153/Mechanical, 2=1215/0-3-8 (min. 0-1-8) Max Horz 2=223(LC 5) Max Uplift 10=-16(LC 7), 2=-77(LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1938/139, 3-4=-3454/226, 4-5=-2058/186, 5-6=-1550/185, 6-7=-1275/188, 7-8=-863/174, 8-9=-1091/152, 9-10=-1093/121 BOT CHORD 14-15=-289/2705, 13-14=-172/1748, 12-13=-127/1133, 11-12=-134/1145, 2-15=-312/3017 WEBS 4-15=-42/923, 5-14=0/336, 8-11=-4/252, 6-13=0/472, 5-13=-597/132, 7-13=-17/262, 7-11=-592/166, 4-14=-978/142, 9-11=-38/899 NOTES (10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 25. 8) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. April 17,2012 5x12 4x8 1.5x4 1.5x4 5x8 3x4 4x8 1.5x4 3x6 3x4 3x4 3x4 1.5x4 1.5x4 3x6 3x8 1-9-8 1-9-8 2-9-8 1-0-0 8-0-4 5-2-12 13-3-0 5-2-12 14-3-0 1-0-0 14-11-6 0-8-6 19-6-5 4-6-15 26-4-0 6-9-11 -1-0-0 1-0-0 2-9-8 2-9-8 8-0-4 5-2-12 14-11-6 6-11-2 19-6-5 4-6-15 26-4-0 6-9-11 0-6-12 9-1-9 9-3-6 5-3-11 0-11-0 9-1-9 7.00 12 4.40 12 1.20 12 Plate Offsets (X,Y): [2:0-1-10,0-1-12], [2:0-0-3,Edge], [4:0-1-8,0-1-8], [7:0-3-4,0-1-12], [8:0-4-0,0-1-0], [9:Edge,0-1-12], [11:0-3-8,0-3-0], [12:0-3-0,0-1-8], [15:0-6-4,Edge], [17:0-1-12,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix-M) 0.75 0.82 0.60 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.36 0.18 (loc) 14-15 13-14 10 l/defl >999 >870 n/a L/d 240 180 n/a PLATES MT20 Weight: 126 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 3 SPF No.2 *Except* B2,B4,B3: 2 X 4 SPF No.2, B1: 2 X 4 SYP No.1 WEBS 2 X 3 SPF No.2 *Except* W9: 2 X 4 SP No.2 SLIDER Left 2 X 3 SPF No.2 2-0-0 BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-7 oc purlins, except end verticals, and 2-0-0 oc purlins (5-9-1 max.): 7-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-11, 6-12 REACTIONS (lb/size) 10=1046/0-3-8 (min. 0-1-10), 2=1109/0-3-8 (min. 0-1-8) Max Horz 2=273(LC 5) Max Uplift 10=-24(LC 6), 2=-82(LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1747/138, 3-4=-3069/233, 4-5=-1819/134, 5-6=-1695/154, 6-7=-1109/164, 7-8=-867/181, 8-9=-790/156, 9-10=-972/116 BOT CHORD 14-15=-270/2408, 13-14=-142/1544, 2-15=-297/2678, 12-13=-146/1535, 11-12=-54/628 WEBS 4-15=-49/800, 9-11=-33/697, 8-11=-444/102, 6-14=0/453, 4-14=-881/157, 7-12=0/263, 6-12=-791/154, 8-12=-101/569 NOTES (9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 25. 7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. April 17,2012 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.54 0.27 0.09 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.18 0.01 (loc) 3-5 3-5 3 l/defl >999 >850 n/a L/d 240 180 n/a PLATES MT20 Weight: 39 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 3 SPF No.2 *Except* W1: 2 X 4 SPF Stud WEDGE Right: 2 X 4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 6=515/0-3-0 (min. 0-1-8), 3=580/0-3-8 (min. 0-1-8) Max Horz 6=-125(LC 4) Max Uplift 6=-20(LC 6), 3=-54(LC 7) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-596/84, 2-3=-615/80, 1-6=-454/83 BOT CHORD 5-6=0/414, 3-5=0/414 WEBS 2-5=0/283 NOTES (6-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3. 5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. April 17,2012 Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix-M) 0.44 0.27 0.08 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.15 -0.02 (loc) 6-10 6-10 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 41 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 3 SPF No.2 *Except* W1: 2 X 4 SPF Stud WEDGE Right: 2 X 4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 7=612/0-3-8 (min. 0-1-8), 4=574/0-3-8 (min. 0-1-8) Max Horz 7=118(LC 5) Max Uplift 7=-69(LC 6), 4=-54(LC 7) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-581/81, 3-4=-572/79, 2-7=-544/136 BOT CHORD 6-7=0/397, 4-6=0/397 WEBS 3-6=0/268 NOTES (6-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 8. 5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. April 17,2012 BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.99 0.43 0.60 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.33 0.03 (loc) 10-11 8-10 7 l/defl >999 >959 n/a L/d 240 180 n/a PLATES MT20 Weight: 103 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 *Except* T1: 2 X 6 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 3 SPF No.2 *Except* W5: 2 X 4 SP No.2, W1: 2 X 4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-11-13 max.): 2-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-11 JOINTS 1 Brace at Jt(s): 6 REACTIONS (lb/size) 7=1042/0-3-8 (min. 0-1-10), 11=1030/Mechanical Max Horz 11=-165(LC 4) Max Uplift 7=-175(LC 5), 11=-169(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-523/140, 2-3=-1355/225, 3-4=-1354/225, 4-5=-1354/225, 5-6=-1344/226, 6-7=-953/218, 1-11=-935/212 BOT CHORD 9-10=-269/1344, 8-9=-269/1344 WEBS 2-10=-248/1427, 3-10=-544/224, 5-8=-536/237, 6-8=-253/1445 NOTES (9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=175, 11=169. 7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. April 17,2012 9-9-6 7-1-14 16-11-4 7-1-14 24-1-2 7-1-14 26-4-0 2-2-14 5-1-0 6-5-9 6-7-6 5-3-11 6-5-9 7.00 12 Plate Offsets (X,Y): [1:Edge,0-1-8], [2:0-3-0,0-1-12], [6:0-3-0,0-1-12], [7:Edge,0-1-8], [9:0-1-8,0-1-12], [12:0-4-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.62 0.57 0.75 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.59 0.05 (loc) 11-12 11-12 8 l/defl >999 >531 n/a L/d 240 180 n/a PLATES MT20 Weight: 113 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-2-5 max.): 2-6. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-12, 5-9 REACTIONS (lb/size) 8=1045/0-3-8 (min. 0-1-10), 13=1045/Mechanical Max Horz 13=200(LC 5) Max Uplift 8=-102(LC 4), 13=-97(LC 5) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-484/111, 2-3=-428/114, 3-4=-1120/160, 4-5=-1120/160, 5-6=-374/108, 6-7=-403/108, 1-13=-1083/87, 7-8=-1098/84 BOT CHORD 11-12=-277/1063, 10-11=-246/1045, 9-10=-246/1045 WEBS 3-12=-846/207, 3-11=0/250, 5-11=0/277, 5-9=-889/211, 1-12=-114/950, 7-9=-121/993 NOTES (9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13 except (jt=lb) 8=102. 7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. April 17,2012 5-1-0 7-9-9 7-11-6 5-3-11 7-9-9 7.00 12 Plate Offsets (X,Y): [1:Edge,0-1-8], [2:0-4-0,0-1-0], [5:0-4-0,0-1-0], [6:Edge,0-1-8], [8:0-1-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.58 0.36 0.78 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.27 0.02 (loc) 8-10 8-10 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 131 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 3 SPF No.2 *Except* W4: 2 X 4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-10-15 oc purlins, except end verticals, and 2-0-0 oc purlins (5-1-3 max.): 2-5. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS (lb/size) 7=1045/0-3-8 (min. 0-1-10), 12=1045/Mechanical Max Horz 12=231(LC 5) Max Uplift 7=-50(LC 4), 12=-47(LC 5) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-715/146, 2-3=-982/194, 3-4=-980/192, 4-5=-980/194, 5-6=-652/144, 1-12=-1014/114, 6-7=-1020/114 BOT CHORD 10-11=-198/587, 9-10=-104/552, 8-9=-104/552 WEBS 2-11=-446/165, 2-10=-151/562, 3-10=-561/230, 5-10=-152/603, 5-8=-492/174, 1-11=-103/822, 6-8=-108/834 NOTES (9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 12. 7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. April 17,2012 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.83 0.47 0.06 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.33 0.00 (loc) 5 5 4 l/defl >999 >419 n/a L/d 240 180 n/a PLATES MT20 Weight: 45 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 4 SPF No.2 *Except* W2: 2 X 3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 6=462/0-3-8 (min. 0-1-8), 4=462/0-3-8 (min. 0-1-8) Max Horz 6=223(LC 5) Max Uplift 6=-17(LC 7), 4=-17(LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-308/120, 2-3=-308/120, 1-6=-327/93, 3-4=-327/93 NOTES (6-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4. 5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. April 17,2012 7.00 12 Plate Offsets (X,Y): [1:Edge,0-2-4], [2:0-3-12,0-1-0], [4:0-4-0,0-1-0], [5:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.99 0.26 0.30 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.16 0.02 (loc) 10-11 10-11 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 136 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 3 SPF No.2 *Except* W4: 2 X 4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-8-7 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-10, 3-9, 4-7 REACTIONS (lb/size) 6=1045/0-3-8 (min. 0-1-10), 11=1045/Mechanical Max Horz 11=262(LC 5) Max Uplift 6=-13(LC 7), 11=-14(LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-835/161, 2-3=-797/192, 3-4=-797/192, 4-5=-800/161, 1-11=-976/123, 5-6=-981/123 BOT CHORD 9-10=-180/645, 8-9=-86/621, 7-8=-86/621 WEBS 2-10=-280/131, 2-9=-146/339, 3-9=-380/175, 4-9=-144/373, 4-7=-316/134, 1-10=-73/733, 5-7=-75/738 NOTES (9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 11. 7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. April 17,2012 11-6-5 5-8-8 17-2-13 5-8-8 26-4-0 9-1-3 1-0-10 10-7-6 5-3-11 1-0-10 7.00 12 Plate Offsets (X,Y): [7:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.99 0.40 0.42 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.32 0.04 (loc) 8-9 8-9 8 l/defl >999 >987 n/a L/d 240 180 n/a PLATES MT20 Weight: 118 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 3 SPF No.2 *Except* W9: 2 X 4 SPF No.2, W7,W8: 2 X 4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-5-11 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-9 JOINTS 1 Brace at Jt(s): 1 REACTIONS (lb/size) 13=1043/Mechanical, 8=1043/Mechanical Max Horz 13=300(LC 5) Max Uplift 13=-53(LC 6), 8=-42(LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1585/149, 3-4=-1392/144, 4-5=-1251/161, 5-6=-808/175, 6-7=-875/161, 7-8=-951/119 BOT CHORD 12-13=-163/1301, 11-12=-151/1312, 10-11=-56/971, 9-10=-56/971 WEBS 3-11=-290/140, 5-11=-11/450, 5-9=-564/150, 6-9=-9/407, 7-9=-4/632, 2-13=-1561/91 NOTES (9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 8. 7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. April 17,2012 11-6-5 5-8-8 17-2-13 5-8-8 26-4-0 9-1-3 2-4-10 10-7-6 5-3-11 2-4-10 7.00 12 Plate Offsets (X,Y): [2:0-5-0,0-1-15], [6:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.88 0.44 0.72 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.31 0.05 (loc) 7-8 7-8 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 123 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 3 SPF No.2 *Except* W7,W8: 2 X 4 SP No.2, W9: 2 X 4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-10-7 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-7, 4-8 JOINTS 1 Brace at Jt(s): 1 REACTIONS (lb/size) 12=1043/Mechanical, 7=1043/Mechanical Max Horz 12=298(LC 5) Max Uplift 12=-54(LC 6), 7=-41(LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1416/118, 3-4=-1194/143, 4-5=-818/179, 5-6=-875/161, 6-7=-951/118 BOT CHORD 11-12=-200/1506, 10-11=-197/1508, 9-10=-63/987, 8-9=-63/987 WEBS 2-12=-1787/186, 4-10=0/408, 5-8=-20/419, 6-8=-2/628, 4-8=-590/165, 2-10=-429/156 NOTES (9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 7. 7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. April 17,2012 3-8-10 10-7-6 5-3-11 3-8-10 7.00 12 Plate Offsets (X,Y): [2:0-4-0,0-1-15], [5:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.99 0.43 0.64 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.37 0.04 (loc) 9-10 9-10 6 l/defl >999 >851 n/a L/d 240 180 n/a PLATES MT20 Weight: 124 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 3 SPF No.2 *Except* W6,W7: 2 X 4 SP No.2, W8: 2 X 4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-7-13 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-7, 2-10 JOINTS 1 Brace at Jt(s): 1 REACTIONS (lb/size) 10=1043/Mechanical, 6=1043/Mechanical Max Horz 10=296(LC 5) Max Uplift 10=-57(LC 6), 6=-39(LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1412/162, 3-4=-808/176, 4-5=-875/162, 5-6=-951/120 BOT CHORD 9-10=-140/1339, 8-9=-55/972, 7-8=-55/972 WEBS 4-7=-10/408, 3-7=-565/141, 3-9=-3/462, 5-7=-5/632, 2-9=-311/145, 2-10=-1521/154 NOTES (9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 6. 7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. April 17,2012 7.00 12 Plate Offsets (X,Y): [1:0-3-8,Edge], [6:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.99 0.43 0.42 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.37 0.04 (loc) 7-8 1-10 7 l/defl >999 >833 n/a L/d 240 180 n/a PLATES MT20 Weight: 117 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 3 SPF No.2 *Except* W4,W5: 2 X 4 SP No.2, W6: 2 X 4 SPF No.2 WEDGE Left: 2 X 4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-3 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-8 REACTIONS (lb/size) 7=1042/Mechanical, 1=1042/0-3-8 (min. 0-1-10) Max Horz 1=301(LC 5) Max Uplift 7=-42(LC 6), 1=-53(LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1608/148, 2-3=-1401/145, 3-4=-1260/162, 4-5=-805/175, 5-6=-873/161, 6-7=-948/119 BOT CHORD 1-10=-156/1308, 9-10=-56/969, 8-9=-56/969 WEBS 2-10=-279/147, 4-10=-13/461, 4-8=-563/149, 5-8=-9/404, 6-8=-5/629 NOTES (7-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 1. 6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. April 17,2012 5-0-10 10-7-6 5-3-11 5-0-10 7.00 12 Plate Offsets (X,Y): [1:0-3-8,0-1-8], [2:0-5-0,0-1-15], [5:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.97 0.43 0.59 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.38 0.04 (loc) 9-10 9-10 6 l/defl >999 >823 n/a L/d 240 180 n/a PLATES MT20 Weight: 136 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 4 SP No.2 *Except* W5,W4,W1: 2 X 3 SPF No.2, W8: 2 X 4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-11-1 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2, 1-11. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-7, 2-10 REACTIONS (lb/size) 6=1043/0-3-8 (min. 0-1-10), 10=1043/Mechanical Max Horz 10=305(LC 6) Max Uplift 6=-36(LC 7), 10=-59(LC 7) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1492/181, 3-4=-783/154, 4-5=-876/144, 5-6=-951/136 BOT CHORD 9-10=-217/1267, 8-9=-156/959, 7-8=-156/959 WEBS 4-7=0/401, 3-7=-543/127, 3-9=-79/640, 5-7=-33/636, 2-9=-431/180, 2-10=-1417/153 NOTES (9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 10. 7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. April 17,2012 17-2-13 2-5-1 26-4-0 9-1-3 5-1-0 9-0-10 10-7-6 5-3-11 9-0-10 7.00 12 Plate Offsets (X,Y): [1:Edge,0-1-8], [2:0-5-0,0-1-0], [3:0-4-0,0-1-15], [5:0-3-8,Edge], [7:0-5-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.98 0.43 0.51 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.36 0.02 (loc) 6-7 6-7 6 l/defl >999 >880 n/a L/d 240 180 n/a PLATES MT20 Weight: 148 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 3 SPF No.2 *Except* W4,W7,W8: 2 X 4 SP No.2, W9: 2 X 4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-4-9 oc purlins, except end verticals, and 2-0-0 oc purlins (5-9-11 max.): 2-3. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-10, 3-8, 3-7 REACTIONS (lb/size) 6=1043/0-3-8 (min. 0-1-10), 11=1043/Mechanical Max Horz 11=294(LC 5) Max Uplift 6=-35(LC 6), 11=-60(LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-835/155, 2-3=-784/183, 3-4=-737/192, 4-5=-872/169, 1-11=-982/116, 5-6=-946/128 BOT CHORD 10-11=-251/271, 9-10=-113/653, 8-9=-113/653, 7-8=-29/784 WEBS 2-10=-276/128, 3-7=-643/118, 4-7=-40/488, 1-10=-45/757, 5-7=0/627 NOTES (9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 11. 7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. April 17,2012 7-8-10 7.00 12 Plate Offsets (X,Y): [1:Edge,0-1-8], [2:0-3-12,0-1-0], [3:0-5-0,0-1-15], [5:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.87 0.41 0.63 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.38 0.02 (loc) 6-7 6-7 6 l/defl >999 >818 n/a L/d 240 180 n/a PLATES MT20 Weight: 136 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 3 SPF No.2 *Except* W4,W8: 2 X 4 SP No.2, W9: 2 X 4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-9-10 oc purlins, except end verticals, and 2-0-0 oc purlins (5-2-0 max.): 2-3. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-7, 5-6 REACTIONS (lb/size) 11=1043/Mechanical, 6=1043/0-3-8 (min. 0-1-10) Max Horz 11=294(LC 5) Max Uplift 11=-60(LC 6), 6=-35(LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-691/138, 2-3=-942/176, 3-4=-796/188, 4-5=-870/168, 1-11=-1015/105, 5-6=-945/127 BOT CHORD 10-11=-249/263, 9-10=-142/582, 8-9=-39/939, 7-8=-39/939 WEBS 2-10=-457/123, 2-9=-34/498, 3-7=-619/119, 4-7=-30/421, 1-10=-39/830, 5-7=-6/618 NOTES (10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 3 = 17% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 6. 8) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. April 17,2012 6-4-10 10-7-6 5-3-11 6-4-10 7.00 12 Plate Offsets (X,Y): [1:Edge,0-1-8], [2:0-4-0,0-1-11], [3:0-6-0,0-1-15], [5:0-3-8,Edge], [10:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.98 0.48 0.81 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.36 0.04 (loc) 6-7 6-7 6 l/defl >999 >873 n/a L/d 240 180 n/a PLATES MT20 Weight: 132 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 3 SPF No.2 *Except* W7,W8: 2 X 4 SP No.2, W9: 2 X 4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-10-14 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 10-11. WEBS 1 Row at midpt 3-10, 3-7 REACTIONS (lb/size) 11=1043/Mechanical, 6=1043/0-3-8 (min. 0-1-10) Max Horz 11=294(LC 5) Max Uplift 11=-60(LC 6), 6=-35(LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-449/110, 2-3=-412/116, 3-4=-843/176, 4-5=-874/166, 1-11=-1058/92, 5-6=-948/124 BOT CHORD 10-11=-248/258, 9-10=-55/1102, 8-9=-53/1104, 7-8=-53/1104 WEBS 3-10=-877/69, 3-9=0/286, 3-7=-651/127, 4-7=-3/402, 1-10=-51/960, 5-7=-11/631 NOTES (9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 6. 7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. April 17,2012 3x4 3x4 4x8 1.5x4 3x6 5x12 3x4 1.5x4 1.5x4 1-9-8 1-9-8 2-9-8 1-0-0 8-0-4 5-2-12 13-3-0 5-2-12 14-3-0 1-0-0 17-2-13 2-11-13 20-2-4 2-11-7 26-4-0 6-1-12 -1-0-0 1-0-0 1-9-8 1-9-8 2-9-8 1-0-0 8-0-4 5-2-12 13-3-0 5-2-12 14-3-0 1-0-0 17-2-13 2-11-13 26-4-0 9-1-3 0-6-12 10-7-6 5-3-11 0-11-0 7.00 12 4.40 12 1.95 12 Plate Offsets (X,Y): [2:0-1-10,0-1-12], [2:0-0-3,Edge], [4:0-1-8,0-1-8], [9:0-3-8,Edge], [11:0-4-8,0-3-0], [12:0-1-3,0-1-0], [12:0-4-4,0-2-8], [14:0-6-4,Edge], [16:0-1-12,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix-M) 0.99 0.84 0.71 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.37 0.16 (loc) 10-11 10-11 10 l/defl >999 >840 n/a L/d 240 180 n/a PLATES MT20 MT18H Weight: 130 lb FT = 20% GRIP 197/144 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 3 SPF No.2 *Except* B3,B6,B4: 2 X 4 SPF No.2, B1: 2 X 4 SYP No.1 WEBS 2 X 3 SPF No.2 *Except* W10: 2 X 4 SPF No.2, W8: 2 X 4 SP No.2 SLIDER Left 2 X 3 SPF No.2 2-0-0 BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-11 REACTIONS (lb/size) 10=1046/Mechanical, 2=1109/0-3-8 (min. 0-1-8) Max Horz 2=305(LC 5) Max Uplift 10=-42(LC 6), 2=-85(LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1756/164, 3-4=-3100/263, 4-5=-1797/144, 5-6=-1222/141, 6-7=-1127/158, 7-8=-1147/222, 8-9=-873/163, 9-10=-951/120 BOT CHORD 13-14=-304/2431, 12-13=-127/1520, 2-14=-323/2710, 11-12=-19/659 WEBS 5-13=0/408, 4-14=-38/825, 4-13=-929/180, 8-11=-310/96, 5-12=-689/130, 8-12=-152/876, 9-11=-4/629 NOTES (9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 22. 8) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. April 17,2012 BC WB (Matrix) 0.26 0.17 0.00 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.08 0.00 (loc) 2-4 2-4 4 l/defl >999 >711 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 3 SPF No.2 WEDGE Left: 2 X 4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 4-11-2 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=254/0-3-8 (min. 0-1-8), 4=188/0-1-8 (min. 0-1-8) Max Horz 2=111(LC 5) Max Uplift 2=-29(LC 6), 4=-33(LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (7-10) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. April 17,2012 CSI TC BC WB (Matrix) 0.54 0.54 0.02 DEFL Vert(LL) Vert(TL) Horz(TL) in 0.14 -0.32 0.00 (loc) 2-6 2-6 5 l/defl >719 >317 n/a L/d 240 180 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 6 SPF No.2 *Except* W1: 2 X 3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=409/0-3-8 (min. 0-1-8), 5=331/0-1-8 (min. 0-1-8) Max Horz 2=102(LC 5) Max Uplift 2=-60(LC 4), 5=-34(LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-297/30 NOTES (7-10) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. 6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. April 17,2012 CSI TC BC WB (Matrix) 0.65 0.21 0.00 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.15 -0.01 (loc) 2-5 2-5 7 l/defl >999 >555 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 4 SPF Stud *Except* W1: 2 X 3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=355/0-3-8 (min. 0-1-8), 7=257/0-1-8 (min. 0-1-8) Max Horz 2=75(LC 6) Max Uplift 2=-52(LC 4), 7=-25(LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-259/26 NOTES (7-10) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 7. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 7. 6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. April 17,2012 0.00 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 2 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEDGE Left: 2 X 3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 1-9-3 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=143/0-3-8 (min. 0-1-8), 4=17/Mechanical, 3=35/Mechanical Max Horz 2=52(LC 6) Max Uplift 2=-31(LC 6), 3=-21(LC 6) Max Grav 2=143(LC 1), 4=34(LC 2), 3=35(LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (6-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3. 5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. April 17,2012 WB (Matrix) 0.25 0.17 0.04 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.08 0.00 (loc) 2-4 2-4 l/defl >999 >717 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 4 SPF Stud WEDGE Left: 2 X 4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 4-11-7 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=258/0-3-8 (min. 0-1-8), 4=186/0-1-8 (min. 0-1-8) Max Horz 2=124(LC 6) Max Uplift 2=-11(LC 6), 4=-53(LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (7-10) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. April 17,2012 (Matrix) 0.07 0.04 0.00 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 2 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEDGE Left: 2 X 3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 1-3-6 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=134/0-3-8 (min. 0-1-8), 5=28/Mechanical Max Horz 2=57(LC 6) Max Uplift 2=-41(LC 6), 5=-15(LC 6) Max Grav 2=134(LC 1), 5=34(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (6-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. 5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. April 17,2012 (Matrix) 0.11 0.07 0.00 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 2 2-5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEDGE Left: 2 X 4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 1-5-12 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=136/0-3-8 (min. 0-1-8), 5=44/Mechanical Max Horz 2=71(LC 6) Max Uplift 2=-30(LC 6), 5=-29(LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (6-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. 5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. April 17,2012 0-9-5 0-6-12 2-7-11 1-8-11 0-11-0 0-5-8 0-5-8 7.00 12 Plate Offsets (X,Y): [2:0-3-0,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.07 0.11 0.01 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 11 11 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 *Except* B2,B4: 2 X 3 SPF No.2 WEBS 2 X 3 SPF No.2 WEDGE Left: 2 X 3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-6-13 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=205/0-3-8 (min. 0-1-8), 8=137/Mechanical Max Horz 2=86(LC 6) Max Uplift 2=-28(LC 6), 8=-30(LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (6-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8. 5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. April 17,2012 (Matrix) 0.25 0.17 0.00 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.08 0.00 (loc) 2-4 2-4 4 l/defl >999 >718 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 4 SPF Stud WEDGE Left: 2 X 4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 4-11-7 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=258/0-3-8 (min. 0-1-8), 4=186/0-1-8 (min. 0-1-8) Max Horz 2=111(LC 5) Max Uplift 2=-31(LC 6), 4=-33(LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (7-10) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. April 17,2012 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.38 0.23 0.00 DEFL Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.04 0.01 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 *Except* B2: 2 X 3 SPF No.2 WEBS 2 X 4 SPF Stud WEDGE Left: 2 X 4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 4-11-7 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=258/0-3-8 (min. 0-1-8), 5=186/0-1-8 (min. 0-1-8) Max Horz 2=105(LC 5) Max Uplift 2=-31(LC 6), 5=-33(LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (7-10) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. 6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. April 17,2012 1-2-8 0-11-0 0-5-8 0-5-8 8.00 12 Plate Offsets (X,Y): [2:0-2-0,0-1-1], [4:0-1-12,0-1-0], [5:0-2-0,0-0-12], [6:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.31 0.26 0.00 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.01 (loc) 8 8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 *Except* B2,B4: 2 X 3 SPF No.2 WEBS 2 X 4 SPF Stud WEDGE Left: 2 X 4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 4-11-7 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=258/0-3-8 (min. 0-1-8), 6=186/0-1-8 (min. 0-1-8) Max Horz 2=99(LC 5) Max Uplift 2=-30(LC 6), 6=-34(LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (7-10) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. April 17,2012 3-2-7 0-4-15 4-11-7 1-9-0 0-7-12 2-9-6 1-10-6 0-11-0 0-5-8 0-5-8 2-9-6 8.00 12 Plate Offsets (X,Y): [2:0-2-0,0-1-1], [5:0-3-12,0-2-0], [6:Edge,0-2-8], [7:Edge,0-2-8], [9:0-2-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.65 0.42 0.03 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 0.02 (loc) 9 9 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 *Except* B2,B4: 2 X 3 SPF No.2 WEBS 2 X 3 SPF No.2 WEDGE Left: 2 X 4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 4-11-7 oc purlins, except end verticals, and 2-0-0 oc purlins: 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 6 REACTIONS (lb/size) 7=361/Mechanical, 2=341/0-3-8 (min. 0-1-8) Max Horz 2=68(LC 4) Max Uplift 7=-79(LC 4), 2=-65(LC 5) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-370/45, 3-4=-343/74 BOT CHORD 10-11=-63/251 NOTES (10-13) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 2. 6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 254 lb down and 86 lb up at 3-2-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 5-6=-60, 2-12=-20, 10-11=-20, 7-9=-20 Concentrated Loads (lb) Vert: 8=-254(F) WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. April 17,2012 WB (Matrix) 0.38 0.02 0.08 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 1-11-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 5=156/0-3-8 (min. 0-1-8), 4=47/Mechanical Max Horz 5=156(LC 5) Max Uplift 5=-175(LC 4), 4=-232(LC 5) Max Grav 5=242(LC 5), 4=220(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (6-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=175, 4=232. 5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. April 17,2012 CSI TC BC WB (Matrix) 0.54 0.10 0.09 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 3 SPF No.2 *Except* W3: 2 X 4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 3-11-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 5=223/0-3-8 (min. 0-1-8), 4=137/0-1-8 (min. 0-1-8) Max Horz 5=196(LC 5) Max Uplift 5=-87(LC 4), 4=-160(LC 5) Max Grav 5=223(LC 1), 4=185(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (7-10) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=160. 6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. April 17,2012 Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.67 0.35 0.15 DEFL Vert(LL) Vert(TL) Horz(TL) in 0.05 0.04 -0.00 (loc) 6-7 6-7 5 l/defl >863 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-11-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 4 REACTIONS (lb/size) 7=263/0-3-8 (min. 0-1-8), 5=180/Mechanical Max Horz 7=160(LC 4) Max Uplift 7=-263(LC 3), 5=-335(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (10-13) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=263, 5=335. 6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 80 lb down and 416 lb up at 1-11-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=-80(B) WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. April 17,2012 Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.67 0.35 0.15 DEFL Vert(LL) Vert(TL) Horz(TL) in 0.05 0.04 -0.00 (loc) 6-7 6-7 5 l/defl >863 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-11-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 4 REACTIONS (lb/size) 7=263/0-3-8 (min. 0-1-8), 5=180/Mechanical Max Horz 7=160(LC 4) Max Uplift 7=-263(LC 3), 5=-335(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (10-13) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=263, 5=335. 6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 80 lb down and 416 lb up at 1-11-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=-80(F) WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. April 17,2012 (Matrix) 0.05 0.02 0.00 DEFL Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 2 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 4 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEDGE Left: 2 X 3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=132/0-3-8 (min. 0-1-8), 5=6/Mechanical Max Horz 2=50(LC 6) Max Uplift 2=-45(LC 6), 5=-4(LC 6) Max Grav 2=132(LC 1), 5=22(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (6-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. 5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. April 17,2012 (Matrix) 0.05 0.02 0.00 DEFL Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 2 2 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 4 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEDGE Left: 2 X 3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=132/0-3-8 (min. 0-1-8), 5=6/Mechanical Max Horz 2=50(LC 6) Max Uplift 2=-45(LC 6), 5=-5(LC 6) Max Grav 2=132(LC 1), 5=22(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (6-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. 5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. April 17,2012 IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.23 0.04 0.07 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-7-12 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 7=214/0-4-9 (min. 0-1-8), 6=73/Mechanical Max Horz 7=128(LC 6) Max Uplift 6=-160(LC 6) Max Grav 7=214(LC 1), 6=73(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-6=-0/294 NOTES (6-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=160. 5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. April 17,2012 0.00 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.00 (loc) 2-4 2-4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEDGE Left: 2 X 4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 2-8-4 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 4=98/Mechanical, 2=176/0-3-8 (min. 0-1-8) Max Horz 2=106(LC 6) Max Uplift 4=-57(LC 6), 2=-26(LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (6-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. April 17,2012 (Matrix) 0.07 0.04 0.00 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 2 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEDGE Left: 2 X 4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 1-2-9 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=130/0-3-8 (min. 0-1-8), 5=28/Mechanical Max Horz 2=64(LC 6) Max Uplift 2=-33(LC 6), 5=-21(LC 6) Max Grav 2=130(LC 1), 5=34(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (6-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. 5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. April 17,2012 (Matrix) 0.07 0.04 0.00 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 2 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEDGE Left: 2 X 4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 1-2-9 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=130/0-3-8 (min. 0-1-8), 5=28/Mechanical Max Horz 2=64(LC 6) Max Uplift 2=-33(LC 6), 5=-21(LC 6) Max Grav 2=130(LC 1), 5=34(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (6-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. 5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. April 17,2012 (Matrix) 0.29 0.20 0.00 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.11 0.00 (loc) 2-4 2-4 4 l/defl >999 >566 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 4 SPF Stud WEDGE Left: 2 X 3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=285/0-3-8 (min. 0-1-8), 4=201/0-1-8 (min. 0-1-8) Max Horz 2=106(LC 5) Max Uplift 2=-41(LC 6), 4=-30(LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (7-10) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. April 17,2012 NO IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.68 0.37 0.03 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.07 0.00 (loc) 2-6 2-6 5 l/defl >999 >852 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 3 SPF No.2 WEDGE Left: 2 X 3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 4 REACTIONS (lb/size) 5=294/Mechanical, 2=346/0-3-8 (min. 0-1-8) Max Horz 2=69(LC 4) Max Uplift 5=-46(LC 4), 2=-65(LC 5) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (10-13) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2. 6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 73 lb down at 3-2-9, and 78 lb down and 69 lb up at 3-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 2-5=-20 Concentrated Loads (lb) Vert: 6=-151(F) WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. April 17,2012 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.44 0.20 0.18 DEFL Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 64 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 3 SPF No.2 OTHERS 2 X 3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-9 REACTIONS All bearings 15-5-2. (lb) - Max Horz 1=260(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 9, 10, 11, 12, 13, 14, 1 Max Grav All reactions 250 lb or less at joint(s) 9, 10, 11, 12, 13, 1 except 14=408(LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-14=-278/124 NOTES (8-11) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 10, 11, 12, 13, 14, 1. 7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. April 17,2012 1.5x4 1.5x4 3x4 23-6-10 23-6-10 15-7-11 15-7-11 23-6-10 7-10-15 0-0-4 8-11-11 9-1-8 8-11-11 7.00 12 Plate Offsets (X,Y): [9:0-3-0,0-1-12], [13:Edge,0-2-8], [14:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.44 0.19 0.18 DEFL Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 14 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 112 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 3 SPF No.2 OTHERS 2 X 3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 9-13. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 13-14, 9-18, 10-17, 11-16, 12-15 JOINTS 1 Brace at Jt(s): 13 REACTIONS All bearings 23-6-10. (lb) - Max Horz 1=261(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 14, 18, 20, 21, 22, 23, 24, 25, 17, 16, 15, 1 Max Grav All reactions 250 lb or less at joint(s) 14, 18, 20, 21, 22, 23, 24, 25, 17, 16, 15, 1 FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (11-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 18, 20, 21, 22, 23, 24, 25, 17, 16, 15, 1. 9) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. April 17,2012 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 21-6-8 21-6-8 -1-0-0 1-0-0 10-9-4 10-9-4 21-6-8 10-9-4 22-11-0 1-4-8 1-3-10 8-5-13 1-3-10 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.15 0.08 0.14 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 13 13 14 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 95 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 3 SPF No.2 OTHERS 2 X 3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-20 REACTIONS All bearings 21-6-8. (lb) - Max Horz 25=-207(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 25, 14, 21, 22, 23, 24, 18, 17, 16, 15 Max Grav All reactions 250 lb or less at joint(s) 25, 14, 20, 21, 22, 23, 24, 18, 17, 16, 15 FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 25, 14, 21, 22, 23, 24, 18, 17, 16, 15. 9) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. April 17,2012 Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.11 0.07 0.03 DEFL Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 1 1 7 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 4 SPF Stud OTHERS 2 X 3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS All bearings 8-9-4. (lb) - Max Horz 2=103(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 7, 2, 8, 9, 10 Max Grav All reactions 250 lb or less at joint(s) 7, 2, 8, 9, 10 FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (8-11) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 2, 8, 9, 10. 7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. April 17,2012 Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.08 0.06 0.03 DEFL Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 1 1 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 4 SPF Stud *Except* W1: 2 X 3 SPF No.2 OTHERS 2 X 3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 6-7. REACTIONS All bearings 7-2-12. (lb) - Max Horz 2=84(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 8, 9 Max Grav All reactions 250 lb or less at joint(s) 2, 8, 9, 7 FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (8-11) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 8, 9. 7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. April 17,2012 5-1-9 0-7-12 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 Yes IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.11 0.03 0.07 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 9 9 8 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 49 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 3 SPF No.2 OTHERS 2 X 3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS All bearings 13-1-0. (lb) - Max Horz 15=118(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 15, 8, 13, 14, 11, 10 Max Grav All reactions 250 lb or less at joint(s) 15, 8, 12, 13, 14, 11, 10 FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 8, 13, 14, 11, 10. 8) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. April 17,2012 TC BC WB (Matrix) 0.12 0.03 0.00 DEFL Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 7 7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 4 SP No.2 *Except* W2: 2 X 3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-1-2 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS (lb/size) 7=205/0-4-7 (min. 0-1-8), 6=36/Mechanical Max Horz 7=49(LC 5) Max Uplift 7=-69(LC 6), 6=-6(LC 5) Max Grav 7=205(LC 1), 6=52(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (6-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 6. 5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. April 17,2012 4-10-2 0-9-0 0-7-12 2-9-4 1-10-4 0-11-0 0-5-8 0-5-8 5.27 12 Plate Offsets (X,Y): [4:0-1-12,0-0-12], [13:0-3-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.28 0.19 0.01 DEFL Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 -0.00 (loc) 12 12 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 *Except* B2,B4: 2 X 3 SPF No.2 WEBS 2 X 4 SPF Stud *Except* W2: 2 X 3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-10-2 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 13=219/0-4-7 (min. 0-1-8), 8=274/Mechanical Max Horz 13=95(LC 5) Max Uplift 13=-57(LC 5), 8=-75(LC 5) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (8-11) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 8. 5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 28 lb down and 12 lb up at -1-6-4, and 28 lb down and 12 lb up at -1-6-4 on top chord, and 8 lb down and 27 lb up at 1-4-13, and 24 lb down and 41 lb up at 2-1-15, and 117 lb down and 42 lb up at 4-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-5=-20(F=40), 5-6=20(F=40) Concentrated Loads (lb) Vert: 1=-57(F=-28, B=-28) 8=-117(F) 14=-8(F) 15=-24(B) Trapezoidal Loads (plf) Vert: 1=-0(F=30, B=30)-to-2=-25(F=18, B=18), 13=0(F=10, B=10)-to-12=-38(F=-9, B=-9), 11=-38(F=-9, B=-9)-to-10=-63(F=-21, B=-21), 9=-63(F=-21, B=-21)-to-7=-77(F=-28, B=-28) WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. April 17,2012 IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.23 0.04 0.07 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-7-12 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 7=214/0-4-9 (min. 0-1-8), 6=73/Mechanical Max Horz 7=128(LC 6) Max Uplift 6=-160(LC 6) Max Grav 7=214(LC 1), 6=73(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-6=0/294 NOTES (6-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=160. 5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. April 17,2012 IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.24 0.12 0.01 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 0.00 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 4 SPF Stud *Except* W2: 2 X 3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 7=159/0-4-7 (min. 0-1-8), 6=93/Mechanical Max Horz 7=-49(LC 8) Max Uplift 7=-68(LC 5) Max Grav 7=159(LC 1), 6=99(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (8-11) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7. 5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 24 lb down and 10 lb up at -1-6-4, and 24 lb down and 10 lb up at -1-6-4 on top chord, and 18 lb up at 0-11-15, and 8 lb down and 33 lb up at 1-9-2 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-3=-20(F=40), 3-4=20(F=40) Concentrated Loads (lb) Vert: 1=-48(F=-24, B=-24) 8=14(F) 9=-8(B) Trapezoidal Loads (plf) Vert: 1=-0(F=30, B=30)-to-2=-25(F=18, B=18), 7=0(F=10, B=10)-to-5=-62(F=-21, B=-21) WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. April 17,2012 IRC2006/TPI2002 CSI TC BC WB (Matrix) 0.24 0.12 0.01 DEFL Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 0.00 (loc) 6-7 6-7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 4 SPF Stud *Except* W2: 2 X 3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 7=158/0-4-7 (min. 0-1-8), 6=93/Mechanical Max Horz 7=-49(LC 8) Max Uplift 7=-68(LC 5) Max Grav 7=158(LC 1), 6=99(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (8-11) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7. 5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 24 lb down and 10 lb up at -1-6-4, and 24 lb down and 10 lb up at -1-6-4 on top chord, and 18 lb up at 0-11-15, and 8 lb down and 33 lb up at 1-9-2 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-3=-20(F=40), 3-4=20(F=40) Concentrated Loads (lb) Vert: 1=-48(F=-24, B=-24) 8=14(B) 9=-8(F) Trapezoidal Loads (plf) Vert: 1=-0(F=30, B=30)-to-2=-25(F=18, B=18), 7=0(F=10, B=10)-to-5=-62(F=-21, B=-21) WARNING - Verify design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11’) before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. April 17,2012