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15120721J FT Profiles - FS 3-16-16 155 Bay Road, PO Box 945 / Belchertown, MA. 01007 Phone: 413-323-7247 Fax: 413-323-5780 / Rep: Brian Tetreault Village Hill-Wright Builders “Upper Ridge Phase IV Duplex” Village Hill Rd. Northampton, MA r.k. Miles-Hatfield, MA Floor Truss Drawings-For Approval These trusses are designed as individual building components to be incorporated into the building design at the specification of the building designer. The building designer is responsible for temporary and permanent bracing of the roof / floor system and for the overall structure. The design of the truss support structure including headers, beams, walls, and columns is the responsibility of the building designer. For general guidance regarding bracing, consult "Bracing of wood trusses" available from the Truss Plate Institute, 583 D'Onifrio Drive; Madison, WI 53179. SHOP DRAWINGS THESE DRAWINGS ARE THE SOLE SOURCE FOR FABRICATION OF TRUSSES AND VOIDS ALL PREVIOUS ARCHITECTURAL OR OTHER TRUSS DRAWINGS. REVIEW AND APPROVAL OF THESE DRAWINGS MUST BE RECEIVED BEFORE ANY TRUSSES WILL BE BUILT. VERIFY ALL CONDITIONS TO INSURE AGAINST CHANGES THAT WILL RESULT IN EXTRA CHARGES TO YOU. PLEASE INITIAL EACH ATTACHED TRUSS DRAWING. Approved by:________________________________________________ Date:______________________ 3/16/16 15120721JF1 & 15120721JF2 Job 15120721JF1 Truss F01 Truss Type Floor Qty 5 Ply 1 Upper Ridge Phase IV Duplex Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 10:00:43 2016 Page 1 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-RwrOnki9PO5qPnnyjPnwoorfDgpqVuUK39WQ0pzaPRo Scale = 1:38.8 B2 T2T1 T1 W1 W4 W4 W4 W4 W4 W1W4W5 T3 B1 B3 B4 W2W2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 24 23 22 21 20 19 18 17 16 15 3x4 3x10 MT20HS FP 3x6 FP3x4 3x4 3x6 3x6 6x6 1.5x3 6x10 3x4 5x6 1.5x3 4x8 6x10 1.5x3 3x4 1.5x3 6x10 6x10 3x4 5x6 1.5x3 5x10 3x10 MT20HS FP 3x4 0-9-2 0-9-2 15-4-6 14-7-4 16-4-6 1-0-0 17-4-6 1-0-0 18-6-2 1-1-12 22-11-10 4-5-8 23-8-12 0-9-2 1-7-4 2-6-0 2-0-0 1-6-0 1-7-4 0-9-2 0-9-2 1-2-81-4-01-1-01-1-01-4-00-1-8Plate Offsets (X,Y)-- [1:0-1-8,Edge], [9:0-1-8,Edge], [14:0-1-8,Edge], [17:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.73 0.67 0.50 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.45 -0.78 -0.11 (loc) 18-20 18-20 14 l/defl >603 >347 n/a L/d 480 240 n/a PLATES MT20 MT20HS Weight: 132 lb FT = 0%F, 0%E GRIP 197/144 165/146 LUMBER- TOP CHORD 2x4 DF 2850F 2.3E(flat) BOT CHORD 2x4 DF 2850F 2.3E(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=1354/0-7-2, 14=1354/0-7-2 FORCES.(lb) - First Load Case Only TOP CHORD 1-2=-1940, 2-3=-1936, 3-4=-1942, 4-5=-5688, 5-6=-5688, 6-7=-6776, 7-8=-6776, 8-9=-6776, 9-10=-5608, 10-11=-5608, 11-12=-1954, 12-13=-1948, 13-14=-1951 BOT CHORD 23-24=0, 22-23=4135, 21-22=6515, 20-21=6515, 19-20=5608, 18-19=5608, 17-18=5608, 16-17=4241, 15-16=0 WEBS 9-18=-585, 10-17=-393, 1-23=2288, 3-23=-162, 4-23=-2396, 4-22=1702, 5-22=-245, 6-22=-905, 6-20=286, 7-20=-320, 9-20=1274, 14-16=2301, 12-16=-191, 11-16=-2513, 11-17=1665 JOINT STRESS INDEX 1 = 0.00, 2 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 8 = 0.00, 9 = 0.00, 10 = 0.00, 11 = 0.00, 12 = 0.00, 13 = 0.00, 13 = 0.00, 14 = 0.00, 15 = 0.00, 15 = 0.00, 16 = 0.00, 16 = 0.00, 17 = 0.00, 18 = 0.00, 19 = 0.00, 20 = 0.00, 21 = 0.00, 22 = 0.00, 23 = 0.00, 23 = 0.00, 24 = 0.00 and 24 = 0.00 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Job 15120721JF1 Truss F01GR Truss Type Floor Girder Qty 1 Ply 2 Upper Ridge Phase IV Duplex Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 10:00:45 2016 Page 1 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-NJz9BPkPx?LYe5xKrqqOuDw?cUP6zlVdWT?W4hzaPRm Scale = 1:39.9 B1 T2T1 T5 W3 W4 W5 W5 W5 W8W5W7 B2 T4 W1 T3 W7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 25 24 23 22 21 20 19 18 17 26 3x12 M18SHS FP 6x8 3x6 FP 3x4 3x4 6x6 1.5x3 6x6 4x6 3x6 5x12 1.5x3 4x10 4x12 1.5x3 5x6 3x6 4x10 4x10 1.5x3 6x10 THO35160 THO35160 0-9-2 0-9-2 15-4-6 14-7-4 16-4-6 1-0-0 17-4-6 1-0-0 18-1-2 0-8-12 24-4-10 6-3-8 24-7-10 0-3-0 2-1-4 2-6-0 2-0-0 2-0-0 1-10-12 0-9-2 0-3-0 1-4-01-1-01-1-01-4-0Plate Offsets (X,Y)-- [10:0-1-8,Edge], [11:0-3-0,0-0-0], [16:0-2-14,Edge], [19:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.74 1.00 0.66 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.50 -0.89 -0.09 (loc) 20-22 20-22 16 l/defl >567 >319 n/a L/d 480 240 n/a PLATES MT20 M18SHS Weight: 226 lb FT = 0%F, 0%E GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) *Except* T2: 2x4 DF 2850F 2.3E(flat), T4,T3: 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 DF 2850F 2.3E(flat) *Except* B2: 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=2425/0-7-2, 16=1975/0-2-8 FORCES.(lb) - First Load Case Only TOP CHORD 1-2=-4161, 2-3=-4156, 3-4=-4156, 4-5=-11302, 5-6=-11302, 6-7=-11245, 7-26=-13425, 8-26=-13425, 8-9=-13425, 9-10=-13425, 10-11=-10444, 11-12=-10444, 12-13=-3084, 13-14=-3088, 14-15=-3088, 15-16=-3092 BOT CHORD 24-25=0, 23-24=8280, 22-23=13105, 21-22=10444, 20-21=10444, 19-20=10444, 18-19=6647, 17-18=0 WEBS 10-20=-185, 11-19=-1523, 3-24=-96, 4-24=-4586, 4-23=3470, 5-23=-819, 7-23=-1975, 7-22=350, 9-22=-1273, 10-22=3253, 16-18=3577, 14-18=-194, 12-18=-3878, 12-19=4184, 1-24=4702 JOINT STRESS INDEX 1 = 0.00, 2 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 8 = 0.00, 9 = 0.00, 10 = 0.00, 11 = 0.00, 12 = 0.00, 13 = 0.00, 14 = 0.00, 15 = 0.00, 15 = 0.00, 16 = 0.00, 18 = 0.00, 19 = 0.00, 20 = 0.00, 21 = 0.00, 22 = 0.00, 23 = 0.00 and 24 = 0.00 NOTES- 1) Fasten trusses together to act as a single unit as per standard industry detail, or loads are to be evenly applied to all plies. 2) Unbalanced floor live loads have been considered for this design. 3) All plates are MT20 plates unless otherwise indicated. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 16. 5) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 9) Use USP THO35160 (With NA9D nails into Girder & NA9D nails into Truss) or equivalent spaced at 2-11-8 oc max. starting at 7-8-10 from the left end to 10-8-2 to connect truss(es) F12 (1 ply 2x4 SPF) to front face of top chord. 10) Fill all nail holes where hanger is in contact with lumber. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-25=-20, 1-16=-100 Concentrated Loads (lb) Vert: 5=-776(F) 26=-776(F) Job 15120721JF1 Truss F01L Truss Type Floor Supported Gable Qty 1 Ply 1 Upper Ridge Phase IV Duplex Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 10:00:45 2016 Page 1 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-NJz9BPkPx?LYe5xKrqqOuDw8_UeWzvGdWT?W4hzaPRm Scale = 1:13.6 B1 W1W1 T2 T1 ST1 ST2 ST2 ST2 ST2 1 2 3 4 5 6 7 8 14 13 12 11 10 915 3x4 3x4 3x4 3x6 0-9-2 0-9-2 7-6-14 6-9-12 0-9-2 1-4-01-4-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.14 0.01 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.02 -0.00 (loc) 1 1 9 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 27 lb FT = 0%F, 0%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF No.2(flat) OTHERS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 15=2/7-6-14, 9=29/7-6-14, 14=286/7-6-14, 13=87/7-6-14, 12=172/7-6-14, 11=161/7-6-14, 10=142/7-6-14 FORCES.(lb) - First Load Case Only TOP CHORD 8-9=-25, 1-2=0, 2-3=-10, 3-4=0, 4-5=0, 5-6=0, 6-7=0, 7-8=0 BOT CHORD 14-15=-0, 13-14=-0, 12-13=-0, 11-12=-0, 10-11=-0, 9-10=-0 WEBS 2-14=-264, 4-13=-60, 5-12=-145, 6-11=-134, 7-10=-117 JOINT STRESS INDEX 1 = 0.00, 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 8 = 0.00, 9 = 0.00, 10 = 0.00, 11 = 0.00, 12 = 0.00, 13 = 0.00 and 14 = 0.00 NOTES- 1) All plates are 1.5x3 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job 15120721JF1 Truss F02 Truss Type Floor Qty 5 Ply 1 Upper Ridge Phase IV Duplex Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 10:00:46 2016 Page 1 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-rVXXPlk1iITPGFWWPXLdQQTIEux2iLJml6l4c8zaPRl Scale = 1:11.6 B1 T2 T1 T3 W1W1 1 2 3 4 5 6 10 9 8 7 3x6 3x6 3x4 3x4 3x4 3x4 1.5x3 1.5x3 0-9-2 0-9-2 5-9-14 5-0-12 6-1-12 0-3-14 1-8-4 1-6-12 0-9-2 0-3-14 1-4-01-1-01-1-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-3-0], [6:Edge,0-1-8], [8:0-1-8,Edge], [9:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.17 0.25 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.17 -0.00 (loc) 7 7 6 l/defl >999 >376 n/a L/d 480 240 n/a PLATES MT20 Weight: 23 lb FT = 0%F, 0%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=309/0-7-2, 6=311/0-3-6 FORCES.(lb) - First Load Case Only TOP CHORD 1-2=-343, 2-3=-340, 3-4=-340, 4-5=-340, 5-6=-343 BOT CHORD 9-10=0, 8-9=340, 7-8=0 WEBS 6-8=407, 1-9=407, 4-8=-168, 3-9=-176 JOINT STRESS INDEX 1 = 0.00, 2 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 5 = 0.00, 6 = 0.00, 8 = 0.00 and 9 = 0.00 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Job 15120721JF1 Truss F02AL Truss Type Floor Supported Gable Qty 1 Ply 1 Upper Ridge Phase IV Duplex Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 10:00:47 2016 Page 1 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-Ji5vc5lfTccGuP5jyFssze0UcHKvRp0w_mUd9azaPRk Scale = 1:14.6 B1 T2 T1 T3 ST1 ST2 ST2 ST2 ST2 W1 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 3x4 3x4 3x6 3x6 0-3-0 0-3-0 7-3-12 7-0-12 8-0-14 0-9-2 0-3-0 0-9-2 1-2-81-4-01-4-0Plate Offsets (X,Y)-- [2:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.07 0.02 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 9 9 10 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 29 lb FT = 0%F, 0%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF No.2(flat) OTHERS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 15=100/8-0-14, 10=189/8-0-14, 14=172/8-0-14, 13=158/8-0-14, 12=161/8-0-14, 11=166/8-0-14 FORCES.(lb) - First Load Case Only TOP CHORD 1-2=0, 2-3=3, 3-4=0, 4-5=0, 5-6=0, 6-7=0, 7-8=-4, 8-9=0, 8-10=-174 BOT CHORD 14-15=0, 13-14=0, 12-13=0, 11-12=0, 10-11=0 WEBS 2-15=-90, 3-14=-142, 4-13=-132, 5-12=-136, 6-11=-133 JOINT STRESS INDEX 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 7 = 0.00, 8 = 0.00, 9 = 0.00, 10 = 0.00, 11 = 0.00, 12 = 0.00, 13 = 0.00, 14 = 0.00 and 15 = 0.00 NOTES- 1) All plates are 1.5x3 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job 15120721JF1 Truss F02L Truss Type Floor Supported Gable Qty 1 Ply 1 Upper Ridge Phase IV Duplex Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 10:00:47 2016 Page 1 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-Ji5vc5lfTccGuP5jyFssze0UdHKtRp1w_mUd9azaPRk Scale = 1:21.5 B1 W1 T1 T2 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST2 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 3x4 3x4 3x4 3x6 13-6-12 13-6-12 13-9-12 0-3-0 0-3-0 1-4-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [25:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.07 0.02 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 12 12 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 48 lb FT = 0%F, 0%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF No.2(flat) OTHERS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 25=56/13-9-12, 14=-9/13-9-12, 24=171/13-9-12, 23=158/13-9-12, 22=161/13-9-12, 21=160/13-9-12, 20=160/13-9-12, 19=160/13-9-12, 18=160/13-9-12, 17=162/13-9-12, 16=161/13-9-12, 15=140/13-9-12 Max Uplift14=-9(LC 1) FORCES.(lb) - First Load Case Only TOP CHORD 1-25=-51, 1-2=0, 2-3=0, 3-4=0, 4-5=0, 5-6=0, 6-7=0, 7-8=0, 8-9=0, 9-10=0, 10-11=0, 11-12=-3, 12-13=0 BOT CHORD 24-25=0, 23-24=0, 22-23=0, 21-22=0, 20-21=0, 19-20=0, 18-19=0, 17-18=0, 16-17=0, 15-16=0, 14-15=0 WEBS 2-24=-138, 3-23=-133, 4-22=-134, 5-21=-133, 6-20=-133, 7-19=-133, 8-18=-133, 9-17=-135, 10-16=-134, 12-15=-114 JOINT STRESS INDEX 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 8 = 0.00, 9 = 0.00, 10 = 0.00, 11 = 0.00, 11 = 0.00, 12 = 0.00, 13 = 0.00, 15 = 0.00, 16 = 0.00, 17 = 0.00, 18 = 0.00, 19 = 0.00, 20 = 0.00, 21 = 0.00, 22 = 0.00, 23 = 0.00, 24 = 0.00 and 25 = 0.00 NOTES- 1) All plates are 1.5x3 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 9 lb uplift at joint 14. 6) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 9) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job 15120721JF1 Truss F03GR Truss Type Floor Girder Qty 1 Ply 1 Upper Ridge Phase IV Duplex Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 10:00:48 2016 Page 1 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-nufHqRmHEwk7VZgvWyN5VrYcGhcxAAr3CQEBh0zaPRj Scale = 1:8.2 B1 W2 T1 T1 W3W1 1 2 3 6 5 4 3x6 6x6 3x4 3x6 3x4 0-9-0 0-9-0 2-2-11 1-5-11 4-1-0 1-10-5 1-4-3 1-8-13 0-9-0 1-4-01-1-01-4-0Plate Offsets (X,Y)-- [5:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.26 0.29 0.43 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.05 0.00 (loc) 6 6 4 l/defl >999 >760 n/a L/d 480 240 n/a PLATES MT20 Weight: 19 lb FT = 0%F, 0%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=785/0-8-8, 4=785/0-3-8 FORCES.(lb) - First Load Case Only TOP CHORD 3-4=-358, 1-2=-679, 2-3=0 BOT CHORD 5-6=0, 4-5=679 WEBS 2-4=-798, 1-5=875, 2-5=-494 JOINT STRESS INDEX 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00 and 5 = 0.00 NOTES- 1) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 2) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5) CAUTION, Do not erect truss backwards. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 4-6=-20, 1-3=-460(F=-360) Job 15120721JF1 Truss F03L Truss Type Floor Supported Gable Qty 1 Ply 1 Upper Ridge Phase IV Duplex Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 10:00:49 2016 Page 1 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-F4Cg1nnv_Ds_7iF54guK235q650QvjXCR4zkDTzaPRi Scale = 1:14.0 B1 BL1 W1 W1W1 T1 ST1 ST1 ST1 ST1 ST1 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 3x4 3x4 3x4 7-8-8 7-8-8 0-1-8 0-3-101-6-01-6-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.07 0.02 0.02 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: 30 lb FT = 0%F, 0%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF No.2(flat) OTHERS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 14=60/7-8-8, 8=50/7-8-8, 13=159/7-8-8, 12=161/7-8-8, 11=158/7-8-8, 10=165/7-8-8, 9=135/7-8-8 FORCES.(lb) - First Load Case Only TOP CHORD 14-15=-50, 1-15=-49, 7-8=-40, 1-2=-7, 2-3=-7, 3-4=-7, 4-5=-7, 5-6=-7, 6-7=-7 BOT CHORD 13-14=7, 12-13=7, 11-12=7, 10-11=7, 9-10=7, 8-9=7 WEBS 2-13=-131, 3-12=-134, 4-11=-132, 5-10=-137, 6-9=-115 JOINT STRESS INDEX 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 8 = 0.00, 9 = 0.00, 10 = 0.00, 11 = 0.00, 12 = 0.00, 13 = 0.00, 14 = 0.00, 15 = 0.00 and 15 = 0.00 NOTES- 1) All plates are 1.5x3 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job 15120721JF1 Truss F04AGR Truss Type Floor Girder Qty 1 Ply 1 Upper Ridge Phase IV Duplex Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 10:00:50 2016 Page 1 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-jHm2F7nYlX_rlsqIeNPZbGeqBVBXe1HMgkjHmvzaPRh Scale = 1:36.1 B1 W1 T2 W2 W3 W4 W5W4W2W4W4 T1 B2 T4 W2 W3 W5W2T3 B3 B4 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 22 23 3x10 MT20HS FP5x12 MT18HS 3x6 FP 6x6 6x6 7x14 MT20HS 6x12 6x12 6x6 6x10 6x10 6x8 3x6 FP 3x6 FP 3x4 THO35160 MSH422 7-5-11 7-5-11 8-5-11 1-0-0 9-5-11 1-0-0 10-10-11 1-5-0 21-6-12 10-8-1 22-3-14 0-9-2 2-6-0 2-5-12 2-0-0 1-4-0 0-9-2 1-4-01-1-01-2-80-1-81-4-0Plate Offsets (X,Y)-- [5:0-3-0,0-0-0], [18:0-1-8,Edge], [21:Edge,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.81 0.73 0.63 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.40 -0.72 0.02 (loc) 16-18 16-18 12 l/defl >651 >362 n/a L/d 480 240 n/a PLATES MT20 MT20HS MT18HS Weight: 146 lb FT = 0%F, 0%E GRIP 197/144 148/108 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) *Except* T2,T1: 2x4 DF 2850F 2.3E(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) *Except* B4: 2x4 SPF No.2(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 21=2635/0-3-8, 12=1573/0-7-2 FORCES.(lb) - First Load Case Only TOP CHORD 1-21=-19, 1-2=0, 2-22=-9006, 22-23=-9006, 3-23=-9006, 3-4=-9106, 4-5=-9386, 5-6=-9386, 6-7=-9386, 7-8=-7091, 8-9=-7091, 9-10=-7066, 10-11=-1988, 11-12=-1983 BOT CHORD 20-21=6057, 19-20=9386, 18-19=9386, 17-18=8554, 16-17=8554, 15-16=4931, 14-15=4931, 13-14=0 WEBS 4-19=25, 5-18=-269, 2-21=-6577, 2-20=3225, 3-20=-1116, 4-20=-300, 12-14=2523, 11-14=-292, 10-14=-3175, 10-16=2348, 9-16=-280, 7-16=-1579, 7-18=903 JOINT STRESS INDEX 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 8 = 0.00, 9 = 0.00, 10 = 0.00, 11 = 0.00, 12 = 0.00, 13 = 0.00, 13 = 0.00, 14 = 0.00, 15 = 0.00, 16 = 0.00, 17 = 0.00, 18 = 0.00, 19 = 0.00, 20 = 0.00 and 21 = 0.00 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 3x6 MT20 unless otherwise indicated. 4) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 8) CAUTION, Do not erect truss backwards. 9) Use USP THO35160 (With NA9D nails into Girder & NA9D nails into Truss) or equivalent at 4-9-4 from the left end to connect truss(es) F08GR (1 ply 2x4 SPF) to front face of top chord. 10) Use USP MSH422 (With 10d nails into Girder & 10d nails into Truss) or equivalent at 3-7-4 from the left end to connect truss(es) F07GR (1 ply 2x4 SPF) to back face of top chord. 11) Fill all nail holes where hanger is in contact with lumber. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 13-21=-20, 1-12=-100 Concentrated Loads (lb) Vert: 22=-1371(B) 23=-245(F) Job 15120721JF1 Truss F04GR Truss Type Floor Girder Qty 1 Ply 1 Upper Ridge Phase IV Duplex Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 10:00:52 2016 Page 1 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-gfuofppoH8EZ_AzgloS1ghj9bIuV6ydf72COqnzaPRf Scale = 1:36.1 B2 W1 T1 T4 W2 W3 W5 W6W5W5W5W5 B1 B4 W2 W3 W6 B3 T3T2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 23 22 21 20 19 18 17 16 15 24 3x10 MT20HS FP6x8 1.5x3 3x6 FP 3x4 3x6 3x6 5x6 1.5x3 6x12 6x12 6x6 6x10 6x6 1.5x3 4x10 6x12 1.5x3 3x6 3x10 MT20HS FP 3x4 THO35160 7-10-4 7-10-4 8-5-11 0-7-7 9-11-12 1-6-1 10-10-11 0-10-15 21-6-12 10-8-1 22-3-14 0-9-2 2-6-0 2-5-12 2-0-0 1-4-0 0-9-2 1-4-01-1-01-4-00-1-8Plate Offsets (X,Y)-- [19:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.88 0.63 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.43 -0.77 -0.02 (loc) 17-19 17-19 14 l/defl >605 >335 n/a L/d 480 240 n/a PLATES MT20 MT20HS Weight: 123 lb FT = 0%F, 0%E GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2(flat) *Except* T1: 2x4 DF 2850F 2.3E(flat), T3: 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 23=1821/0-3-8, 14=1441/0-7-2 FORCES.(lb) - First Load Case Only TOP CHORD 1-23=-70, 1-2=0, 2-3=-13, 3-24=-6597, 4-24=-6597, 4-5=-6662, 5-6=-6676, 6-7=-7471, 7-8=-7471, 8-9=-6027, 9-10=-6027, 10-11=-6027, 11-12=-1676, 12-13=-1672, 13-14=-1675 BOT CHORD 22-23=4006, 21-22=7471, 20-21=7471, 19-20=7471, 18-19=7070, 17-18=7070, 16-17=4168, 15-16=0 WEBS 6-20=162, 7-19=-209, 3-23=-4350, 3-22=2836, 4-22=-794, 6-22=-859, 14-16=2134, 12-16=-149, 11-16=-2724, 11-17=2037, 9-17=-238, 8-17=-1143, 8-19=439 JOINT STRESS INDEX 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 8 = 0.00, 9 = 0.00, 10 = 0.00, 11 = 0.00, 12 = 0.00, 13 = 0.00, 13 = 0.00, 14 = 0.00, 15 = 0.00, 15 = 0.00, 16 = 0.00, 17 = 0.00, 18 = 0.00, 19 = 0.00, 20 = 0.00, 21 = 0.00, 22 = 0.00 and 23 = 0.00 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 7) CAUTION, Do not erect truss backwards. 8) Use USP THO35160 (With NA9D nails into Girder & NA9D nails into Truss) or equivalent at 4-9-4 from the left end to connect truss(es) F08GR (1 ply 2x4 SPF) to back face of top chord. 9) Fill all nail holes where hanger is in contact with lumber. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15-23=-20, 1-14=-100 Concentrated Loads (lb) Vert: 24=-669(B) Job 15120721JF1 Truss F04L Truss Type Floor Supported Gable Qty 1 Ply 1 Upper Ridge Phase IV Duplex Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 10:00:52 2016 Page 1 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-gfuofppoH8EZ_AzgloS1ghjLKI1764Hf72COqnzaPRf Scale = 1:22.7 B1 W1 BL1 T1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 1 2 3 4 5 6 7 8 9 10 11 12 24 23 22 21 20 19 18 17 16 15 14 13 25 3x4 3x4 3x4 14-3-8 14-3-8 0-1-8 1-6-00-3-101-6-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [24:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.07 0.02 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 13 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 52 lb FT = 0%F, 0%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF No.2(flat) OTHERS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 24=65/14-3-8, 13=39/14-3-8, 23=160/14-3-8, 22=160/14-3-8, 21=160/14-3-8, 20=160/14-3-8, 19=160/14-3-8, 18=160/14-3-8, 17=160/14-3-8, 16=158/14-3-8, 15=166/14-3-8, 14=130/14-3-8 FORCES.(lb) - First Load Case Only TOP CHORD 1-24=-55, 13-25=-29, 12-25=-29, 1-2=-6, 2-3=-6, 3-4=-6, 4-5=-6, 5-6=-6, 6-7=-6, 7-8=-6, 8-9=-6, 9-10=-6, 10-11=-6, 11-12=-6 BOT CHORD 23-24=6, 22-23=6, 21-22=6, 20-21=6, 19-20=6, 18-19=6, 17-18=6, 16-17=6, 15-16=6, 14-15=6, 13-14=6 WEBS 2-23=-132, 3-22=-134, 4-21=-133, 5-20=-133, 6-19=-133, 7-18=-133, 8-17=-134, 9-16=-132, 10-15=-138, 11-14=-111 JOINT STRESS INDEX 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 8 = 0.00, 9 = 0.00, 10 = 0.00, 11 = 0.00, 12 = 0.00, 13 = 0.00, 14 = 0.00, 15 = 0.00, 16 = 0.00, 17 = 0.00, 18 = 0.00, 19 = 0.00, 20 = 0.00, 21 = 0.00, 22 = 0.00, 23 = 0.00, 24 = 0.00, 25 = 0.00 and 25 = 0.00 NOTES- 1) All plates are 1.5x3 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job 15120721JF1 Truss F05 Truss Type Floor Qty 3 Ply 1 Upper Ridge Phase IV Duplex Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 10:00:53 2016 Page 1 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-8rSAt8qQ2SMPcKYtJWzGCvGKDi8JrPKoMixyMEzaPRe Scale = 1:33.2 B1 W1 T1 T3 W2 W3 W4 W4 W4 W4W4 B2 T2 W5 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 21 5x6 3x10 MT20HS FP 1.5x3 SP 3x6 FP 3x4 6x6 3x4 4x6 4x8 4x8 3x6 3x8 5x10 4x8 11-6-12 11-6-12 12-6-12 1-0-0 13-6-12 1-0-0 14-8-8 1-1-12 20-2-0 5-5-8 20-11-2 0-9-2 1-9-15 1-5-13 2-6-0 2-0-0 1-7-4 0-9-2 1-4-01-1-01-4-0Plate Offsets (X,Y)-- [7:0-1-8,Edge], [12:0-2-12,Edge], [16:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.89 0.98 0.54 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.47 -0.79 0.03 (loc) 17-18 17-18 12 l/defl >512 >306 n/a L/d 480 240 n/a PLATES MT20 MT20HS Weight: 83 lb FT = 0%F, 0%E GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E(flat) *Except* T3: 2x4 SPF No.2(flat) BOT CHORD 2x4 DF 2850F 2.3E(flat) *Except* B2: 2x4 SPF No.2(flat) WEBS 2x4 SPF No.2(flat) OTHERS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 14-16. REACTIONS.(lb/size) 20=1204/0-3-8, 12=1207/0-7-2 FORCES.(lb) - First Load Case Only TOP CHORD 20-21=-85, 1-21=-85, 1-2=-4, 2-3=-2947, 3-4=-2947, 4-5=-5048, 5-6=-5048, 6-7=-5048, 7-8=-4758, 8-9=-4758, 9-10=-1589, 10-11=-1589, 11-12=-1592 BOT CHORD 19-20=1816, 18-19=4256, 17-18=4758, 16-17=4758, 15-16=3368, 14-15=3368, 13-14=0 WEBS 7-17=-176, 8-16=-422, 2-20=-2115, 2-19=1455, 3-19=-209, 4-19=-1447, 4-18=876, 5-18=-342, 7-18=320, 10-14=-192, 9-14=-1967, 9-16=1536, 12-14=1928 JOINT STRESS INDEX 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 8 = 0.00, 9 = 0.00, 10 = 0.00, 11 = 0.00, 11 = 0.00, 12 = 0.00, 14 = 0.00, 15 = 0.76, 15 = 0.00, 16 = 0.00, 17 = 0.00, 18 = 0.00, 19 = 0.00, 20 = 0.00, 21 = 0.00 and 21 = 0.00 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x3 MT20 unless otherwise indicated. 4) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 8) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job 15120721JF1 Truss F05GR Truss Type Floor Girder Qty 1 Ply 1 Upper Ridge Phase IV Duplex Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 10:00:54 2016 Page 1 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-c20Z4Uq2pmUGDU73tDUVl6oVW6UVaqCybMhVvgzaPRd Scale = 1:38.3 B1 BL1 T1 T4 W2 W2 W2 W4 W7W5W5W2 B2 T3 W6T2 W2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 24 23 22 21 20 19 18 17 16 25 26 27 3x6 FP 1.5x3 3x6 1.5x3 3x6 FP 3x4 4x8 3x6 1.5x3 6x6 4x10 7x22 MT18HS4x6 4x10 3x6 4x8 5x6 1.5x3 3x4 3x8 1.5x3 THO35160 8-0-0 8-0-0 10-10-3 2-10-3 11-10-3 1-0-0 12-10-3 1-0-0 22-11-4 10-1-1 23-8-6 0-9-2 2-6-0 0-5-12 2-0-0 1-10-0 0-1-8 0-9-2 0-3-101-4-01-1-01-4-0Plate Offsets (X,Y)-- [9:0-1-8,Edge], [15:0-1-8,Edge], [21:0-1-8,Edge], [22:0-4-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.86 0.98 0.70 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.37 -0.02 (loc) 18-20 18-20 15 l/defl >821 >488 n/a L/d 480 240 n/a PLATES MT20 MT18HS Weight: 107 lb FT = 0%F, 0%E GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) *Except* T3: 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) *Except* B2: 2x4 SPF No.2(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 22-23,21-22. REACTIONS.(lb/size) 24=457/0-3-8, 22=2328/0-5-8, 15=823/0-7-2 Max Grav24=513(LC 2), 22=2328(LC 1), 15=831(LC 3) FORCES.(lb) - First Load Case Only TOP CHORD 24-25=-96, 1-25=-96, 1-2=-5, 2-3=-25, 3-4=-841, 4-26=-841, 5-26=-841, 5-27=728, 6-27=728, 6-7=-1690, 7-8=-1690, 8-9=-1690, 9-10=-2477, 10-11=-2482, 11-12=-2482, 12-13=-1208, 13-14=-1199, 14-15=-1203 BOT CHORD 23-24=734, 22-23=-458, 21-22=-560, 20-21=1690, 19-20=1690, 18-19=1690, 17-18=2095, 16-17=0 WEBS 8-21=-831, 9-20=-105, 5-22=-2030, 3-24=-795, 3-23=117, 4-23=-499, 5-23=1414, 6-22=-353, 15-17=1392, 13-17=-215, 12-17=-977, 12-18=429, 11-18=-390, 9-18=865, 6-21=2468 JOINT STRESS INDEX 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 8 = 0.00, 9 = 0.00, 10 = 0.00, 11 = 0.00, 12 = 0.00, 13 = 0.00, 14 = 0.00, 14 = 0.00, 15 = 0.00, 17 = 0.00, 18 = 0.00, 19 = 0.00, 20 = 0.00, 21 = 0.00, 22 = 0.00, 23 = 0.00, 24 = 0.00, 25 = 0.00 and 25 = 0.00 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 7) CAUTION, Do not erect truss backwards. 8) Use USP THO35160 (With NA9D nails into Girder & NA9D nails into Truss) or equivalent at 6-11-12 from the left end to connect truss(es) F07GR (1 ply 2x4 SPF) to front face of top chord. 9) Fill all nail holes where hanger is in contact with lumber. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-24=-20, 1-15=-100 Concentrated Loads (lb) Vert: 26=-855(F) Job 15120721JF1 Truss F05L Truss Type Floor Special Qty 1 Ply 1 Upper Ridge Phase IV Duplex Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 10:00:55 2016 Page 1 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-4EaxIqrga3c7rdiFQw?kIKLsoW3iJRS5p0Q2R6zaPRc Scale = 1:25.6 B1 BL1 BL1 T1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 1 2 3 4 5 6 7 8 9 10 11 12 13 26 25 24 23 22 21 20 19 18 17 16 15 14 27 28 29 30 31 3x4 3x4 Special Special Special 15-11-10 15-11-10 0-1-8 0-1-8 0-3-101-6-00-3-101-6-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.12 0.02 0.06 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: 57 lb FT = 0%F, 0%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat) OTHERS 2x4 SPF No.2 or 2x4 SPF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 26=67/15-11-10, 14=89/15-11-10, 25=149/15-11-10, 24=163/15-11-10, 23=159/15-11-10, 22=160/15-11-10, 21=159/15-11-10, 20=163/15-11-10, 19=150/15-11-10, 18=246/15-11-10, 17=221/15-11-10, 16=238/15-11-10, 15=233/15-11-10 FORCES.(lb) - First Load Case Only TOP CHORD 26-27=-53, 1-27=-53, 14-28=-80, 13-28=-80, 1-2=-12, 2-3=-12, 3-4=-12, 4-5=-12, 5-6=-12, 6-7=-12, 7-8=-12, 8-9=-12, 9-29=-12, 10-29=-12, 10-30=-12, 11-30=-12, 11-12=-12, 12-31=-12, 13-31=-12 BOT CHORD 25-26=12, 24-25=12, 23-24=12, 22-23=12, 21-22=12, 20-21=12, 19-20=12, 18-19=12, 17-18=12, 16-17=12, 15-16=12, 14-15=12 WEBS 2-25=-127, 3-24=-135, 4-23=-133, 5-22=-134, 6-21=-133, 7-20=-136, 8-19=-123, 9-18=-220, 10-17=-195, 11-16=-212, 12-15=-205 JOINT STRESS INDEX 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 8 = 0.00, 9 = 0.00, 10 = 0.00, 11 = 0.00, 12 = 0.00, 13 = 0.00, 14 = 0.00, 15 = 0.00, 16 = 0.00, 17 = 0.00, 18 = 0.00, 19 = 0.00, 20 = 0.00, 21 = 0.00, 22 = 0.00, 23 = 0.00, 24 = 0.00, 25 = 0.00, 26 = 0.00, 27 = 0.00, 27 = 0.00, 28 = 0.00 and 28 = 0.00 NOTES- 1) All plates are 1.5x3 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 108 lb down at 11-0-0, and 108 lb down at 13-0-0, and 108 lb down at 15-0-0 on top 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). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 14-26=-20, 1-13=-100 Concentrated Loads (lb) Vert: 29=-108(F) 30=-108(F) 31=-108(F) Job 15120721JF1 Truss F06 Truss Type Floor Qty 2 Ply 1 Upper Ridge Phase IV Duplex Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 10:00:56 2016 Page 1 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-YQ7JVAsILNk_TnHR_eWzqXurWwCN2k3E2gAczZzaPRb Scale = 1:33.3 B1 W1 T1 T3 W2 W3 W4 W4 W4 W4W4 B2 T2 W5 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 21 5x6 3x10 MT20HS FP 1.5x3 3x6 FP 3x4 6x6 1.5x3 3x4 4x6 1.5x3 4x8 4x8 1.5x3 3x6 3x8 1.5x3 5x12 1.5x3 4x8 1.5x3 11-6-12 11-6-12 12-6-12 1-0-0 13-6-12 1-0-0 14-3-8 0-8-12 20-7-0 6-3-8 20-10-0 0-3-0 1-9-15 1-5-13 2-6-0 2-0-0 1-10-12 0-3-0 1-4-01-1-01-4-0Plate Offsets (X,Y)-- [7:0-1-8,Edge], [12:0-2-14,Edge], [16:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.89 0.89 0.61 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.47 -0.80 0.03 (loc) 17-18 17-18 12 l/defl >521 >308 n/a L/d 480 240 n/a PLATES MT20 MT20HS Weight: 83 lb FT = 0%F, 0%E GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E(flat) *Except* T3: 2x4 SPF No.2(flat) BOT CHORD 2x4 DF 2850F 2.3E(flat) *Except* B2: 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SPF No.2(flat) OTHERS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 20=1221/0-3-8, 12=1227/0-2-8 FORCES.(lb) - First Load Case Only TOP CHORD 20-21=-85, 1-21=-85, 1-2=-4, 2-3=-2998, 3-4=-2998, 4-5=-5170, 5-6=-5170, 6-7=-5170, 7-8=-4935, 8-9=-4935, 9-10=-1865, 10-11=-1865, 11-12=-1869 BOT CHORD 19-20=1845, 18-19=4343, 17-18=4935, 16-17=4935, 15-16=3604, 14-15=3604, 13-14=0 WEBS 7-17=-162, 8-16=-409, 2-20=-2149, 2-19=1483, 3-19=-208, 4-19=-1488, 4-18=913, 5-18=-337, 7-18=258, 10-14=-196, 9-14=-1923, 9-16=1471, 12-14=2161 JOINT STRESS INDEX 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 8 = 0.00, 9 = 0.00, 10 = 0.00, 11 = 0.00, 11 = 0.00, 12 = 0.00, 14 = 0.00, 15 = 0.00, 16 = 0.00, 17 = 0.00, 18 = 0.00, 19 = 0.00, 20 = 0.00, 21 = 0.00 and 21 = 0.00 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 12. 4) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 8) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job 15120721JF1 Truss F06A Truss Type Floor Qty 6 Ply 1 Upper Ridge Phase IV Duplex Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 10:00:57 2016 Page 1 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-0dhhjWtx6hsr5xseYL1CNlQ7UJeQnHpOHKv9V?zaPRa Scale = 1:15.0 B1 T2 T1 T3 W1 W1W3 1 2 3 4 5 6 7 12 11 10 9 8 3x6 3x6 3x4 3x4 3x4 1.5x3 3x6 1.5x3 3x4 1.5x3 0-3-0 0-3-0 7-3-12 7-0-12 8-0-14 0-9-2 1-8-4 1-9-14 1-7-6 0-3-0 0-9-2 1-4-01-1-01-1-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-3-0], [4:0-1-8,Edge], [7:Edge,0-1-8], [11:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.42 0.46 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.15 0.10 -0.01 (loc) 12 12 7 l/defl >585 >844 n/a L/d 480 240 n/a PLATES MT20 Weight: 31 lb FT = 0%F, 0%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=431/0-2-8, 7=429/0-7-2 FORCES.(lb) - First Load Case Only TOP CHORD 1-2=-574, 2-3=-572, 3-4=-572, 4-5=-524, 5-6=-524, 6-7=-527 BOT CHORD 11-12=0, 10-11=572, 9-10=572, 8-9=0 WEBS 1-11=684, 3-11=-279, 7-9=626, 5-9=-216, 4-9=-59, 4-10=-48 JOINT STRESS INDEX 1 = 0.00, 2 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 6 = 0.00, 7 = 0.00, 9 = 0.00, 10 = 0.00 and 11 = 0.00 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 3) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Job 15120721JF1 Truss F06GR Truss Type Floor Girder Qty 1 Ply 1 Upper Ridge Phase IV Duplex Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 10:00:57 2016 Page 1 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-0dhhjWtx6hsr5xseYL1CNlQ5tJfKnH2OHKv9V?zaPRa Scale = 1:8.2 B1 BL1 W1 W1 T1 W3 1 2 3 5 4 6 3x6 1.5x3 1.5x3 1.5x3 3x4 3x4 1-3-3 1-3-3 3-8-0 2-4-13 1-9-11 1-5-13 0-1-8 0-3-101-4-01-4-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.53 0.40 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.07 0.00 (loc) 5 4-5 4 l/defl **** >582 n/a L/d 480 240 n/a PLATES MT20 Weight: 16 lb FT = 0%F, 0%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=807/0-3-8, 4=835/0-3-8 FORCES.(lb) - First Load Case Only TOP CHORD 5-6=-356, 1-6=-355, 3-4=-232, 1-2=-18, 2-3=0 BOT CHORD 4-5=702 WEBS 2-4=-903, 2-5=-801 JOINT STRESS INDEX 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00 and 6 = 0.00 NOTES- 1) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 2) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 4-5=-20, 1-3=-460(F=-360) Job 15120721JF1 Truss F06L Truss Type Floor Special Qty 1 Ply 1 Upper Ridge Phase IV Duplex Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 10:00:58 2016 Page 1 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-UpF3wsuZt__ii5Rq63ZRvyzNEj4YWnCXW_fj2RzaPRZ Scale = 1:25.7 B1 BL1 BL1 T1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 1 2 3 4 5 6 7 8 9 10 11 12 13 26 25 24 23 22 21 20 19 18 17 16 15 14 27 28 29 30 31 3x4 3x4 Special Special Special Special Special Special Special Special 16-0-0 16-0-0 0-1-8 0-1-8 0-3-101-6-00-3-101-6-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.10 0.02 0.06 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: 57 lb FT = 0%F, 0%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat) OTHERS 2x4 SPF No.2 or 2x4 SPF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 26=63/16-0-0, 14=65/16-0-0, 25=244/16-0-0, 24=242/16-0-0, 23=189/16-0-0, 22=235/16-0-0, 21=229/16-0-0, 20=192/16-0-0, 19=234/16-0-0, 18=229/16-0-0, 17=192/16-0-0, 16=234/16-0-0, 15=231/16-0-0 FORCES.(lb) - First Load Case Only TOP CHORD 26-27=-51, 1-27=-50, 14-28=-54, 13-28=-53, 1-2=-9, 2-3=-9, 3-4=-9, 4-29=-9, 5-29=-9, 5-6=-9, 6-7=-9, 7-30=-9, 8-30=-9, 8-9=-9, 9-10=-9, 10-31=-9, 11-31=-9, 11-12=-9, 12-13=-9 BOT CHORD 25-26=9, 24-25=9, 23-24=9, 22-23=9, 21-22=9, 20-21=9, 19-20=9, 18-19=9, 17-18=9, 16-17=9, 15-16=9, 14-15=9 WEBS 2-25=-219, 3-24=-215, 4-23=-162, 5-22=-208, 6-21=-202, 7-20=-165, 8-19=-208, 9-18=-203, 10-17=-165, 11-16=-207, 12-15=-206 JOINT STRESS INDEX 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 8 = 0.00, 9 = 0.00, 10 = 0.00, 11 = 0.00, 12 = 0.00, 13 = 0.00, 14 = 0.00, 15 = 0.00, 16 = 0.00, 17 = 0.00, 18 = 0.00, 19 = 0.00, 20 = 0.00, 21 = 0.00, 22 = 0.00, 23 = 0.00, 24 = 0.00, 25 = 0.00, 26 = 0.00, 27 = 0.00, 27 = 0.00, 28 = 0.00 and 28 = 0.00 NOTES- 1) All plates are 1.5x3 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 88 lb down at 1-0-12, 88 lb down at 2-11-4, 88 lb down at 4-11-4, 88 lb down at 6-11-4, 88 lb down at 8-11-4, 88 lb down at 10-11-4, and 88 lb down at 12-11-4, and 88 lb down at 14-11-4 on top 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). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 14-26=-20, 1-13=-100 Concentrated Loads (lb) Vert: 2=-88(B) 3=-88(B) 6=-88(B) 9=-88(B) 12=-88(B) 29=-88(B) 30=-88(B) 31=-88(B) Job 15120721JF1 Truss F07 Truss Type Floor Qty 2 Ply 1 Upper Ridge Phase IV Duplex Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 10:00:59 2016 Page 1 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-z?pR7CuBeI6ZKF00fm4gSAWMK7CyF3ihkeOGatzaPRY Scale = 1:40.5 B2 T2T1 T4 W5W3 W3 W3 W3 W3 W3W4 T3W4 B1 B3 B4 W1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 24 23 22 21 20 19 18 17 16 15 3x4 3x10 MT20HS FP 6x8 3x6 FP3x4 3x4 6x8 3x6 3x6 6x6 1.5x3 7x16 3x4 6x12 3x4 1.5x3 4x10 6x12 1.5x3 3x4 1.5x3 6x8 1.5x3 4x10 3x10 MT20HS FP 3x4 0-9-2 0-9-2 15-4-6 14-7-4 16-4-6 1-0-0 17-4-6 1-0-0 18-1-2 0-8-12 24-4-10 6-3-8 24-7-10 0-3-0 1-7-4 2-6-0 2-0-0 1-10-12 0-9-2 0-3-0 1-2-81-4-01-1-01-1-01-4-00-1-8Plate Offsets (X,Y)-- [9:0-1-8,Edge], [14:0-3-8,Edge], [17:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.85 0.90 0.74 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.58 -1.00 -0.12 (loc) 18-20 18-20 14 l/defl >493 >284 n/a L/d 480 240 n/a PLATES MT20 MT20HS Weight: 126 lb FT = 0%F, 0%E GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 DF 2850F 2.3E(flat) *Except* T1,T4: 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) *Except* B1: 2x4 SPF No.2(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=1423/0-7-2, 14=1425/0-2-8 FORCES.(lb) - First Load Case Only TOP CHORD 1-2=-1980, 2-3=-1976, 3-4=-1976, 4-5=-6050, 5-6=-6050, 6-7=-7470, 7-8=-7470, 8-9=-7470, 9-10=-6541, 10-11=-6541, 11-12=-2306, 12-13=-2306, 13-14=-2310 BOT CHORD 23-24=0, 22-23=4316, 21-22=7036, 20-21=7036, 19-20=6541, 18-19=6541, 17-18=6541, 16-17=4709, 15-16=0 WEBS 9-18=-471, 10-17=-400, 14-16=2635, 3-23=-149, 4-23=-2563, 4-22=1900, 5-22=-249, 6-22=-1080, 6-20=475, 7-20=-328, 9-20=1014, 12-16=-189, 11-16=-2618, 11-17=2019, 1-23=2357 JOINT STRESS INDEX 1 = 0.00, 2 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 8 = 0.00, 9 = 0.00, 10 = 0.00, 11 = 0.00, 12 = 0.00, 13 = 0.00, 13 = 0.00, 14 = 0.00, 15 = 0.00, 15 = 0.00, 16 = 0.00, 16 = 0.00, 17 = 0.00, 18 = 0.00, 19 = 0.00, 20 = 0.00, 21 = 0.00, 22 = 0.00, 23 = 0.00, 23 = 0.00, 24 = 0.00 and 24 = 0.00 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 14. 4) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Job 15120721JF1 Truss F07GR Truss Type Floor Girder Qty 1 Ply 1 Upper Ridge Phase IV Duplex Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 10:01:00 2016 Page 1 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-RCNqLYvpPcEQyPaDDUbv?N2Z?XkF_hZqzI8p6KzaPRX Scale = 1:8.3 B1 W1 W1 W1W1 T1 W2 T1 1 2 4 3 5 3x4 3x6 3x6 6x6 Special THO35160 3-1-0 3-1-0 2-7-0 1-4-01-4-0Plate Offsets (X,Y)-- [4:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.73 0.13 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.03 -0.00 (loc) 4 3-4 3 l/defl **** >999 n/a L/d 480 240 n/a PLATES MT20 Weight: 18 lb FT = 0%F, 0%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=1471/Mechanical, 3=955/Mechanical FORCES.(lb) - First Load Case Only TOP CHORD 1-4=-1442, 2-3=-927, 1-5=0, 2-5=0 BOT CHORD 3-4=-0 WEBS 1-3=0 JOINT STRESS INDEX 1 = 0.00, 2 = 0.00, 3 = 0.00 and 4 = 0.00 NOTES- 1) Refer to girder(s) for truss to truss connections. 2) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Use USP THO35160 (With NA9D nails into Girder & NA9D nails into Truss) or equivalent at 2-3-8 from the left end to connect truss(es) F17 (1 ply 2x4 SPF) to front face of top chord. 6) Fill all nail holes where hanger is in contact with lumber. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 961 lb down at 0-1-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 3-4=-20, 1-2=-200(F=-100) Concentrated Loads (lb) Vert: 1=-961(F) 5=-841(F) Job 15120721JF1 Truss F07L Truss Type Floor Supported Gable Qty 1 Ply 1 Upper Ridge Phase IV Duplex Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 10:01:01 2016 Page 1 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-vOxCYtwRAvMHZY9PnB68Xbbu5x6Fj8GzCytNemzaPRW Scale = 1:14.3 B1 BL1 W1 BL1 W1 T1 ST1 ST1 ST1 ST1 ST1 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 3x4 3x4 7-10-0 7-10-0 0-1-8 0-1-8 0-3-101-6-00-3-101-6-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.07 0.02 0.04 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: 30 lb FT = 0%F, 0%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat) OTHERS 2x4 SPF No.2 or 2x4 SPF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 14=60/7-10-0, 8=52/7-10-0, 13=158/7-10-0, 12=161/7-10-0, 11=159/7-10-0, 10=164/7-10-0, 9=144/7-10-0 FORCES.(lb) - First Load Case Only TOP CHORD 14-15=-50, 1-15=-49, 8-16=-41, 7-16=-41, 1-2=-7, 2-3=-7, 3-4=-7, 4-5=-7, 5-6=-7, 6-7=-7 BOT CHORD 13-14=7, 12-13=7, 11-12=7, 10-11=7, 9-10=7, 8-9=7 WEBS 2-13=-131, 3-12=-134, 4-11=-132, 5-10=-136, 6-9=-121 JOINT STRESS INDEX 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 8 = 0.00, 9 = 0.00, 10 = 0.00, 11 = 0.00, 12 = 0.00, 13 = 0.00, 14 = 0.00, 15 = 0.00, 15 = 0.00, 16 = 0.00 and 16 = 0.00 NOTES- 1) All plates are 1.5x3 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job 15120721JF1 Truss F08 Truss Type Floor Qty 1 Ply 1 Upper Ridge Phase IV Duplex Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 10:01:01 2016 Page 1 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-vOxCYtwRAvMHZY9PnB68Xbbofx1oj61zCytNemzaPRW Scale = 1:13.9 B1 W2W2 T2 T1 W3W1 1 2 3 4 5 9 8 7 6 3x4 3x6 6x6 3x4 3x4 3x4 1.5x3 1.5x3 0-9-2 0-9-2 7-6-14 6-9-12 1-8-4 2-1-8 2-6-0 0-9-2 1-4-01-1-01-4-0Plate Offsets (X,Y)-- [4:0-1-8,Edge], [8:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.48 0.36 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.17 -0.11 0.04 (loc) 9 6-7 6 l/defl >485 >701 n/a L/d 480 240 n/a PLATES MT20 Weight: 29 lb FT = 0%F, 0%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=401/Mechanical, 1=401/0-8-10 FORCES.(lb) - First Load Case Only TOP CHORD 5-6=-126, 1-2=-529, 2-3=-528, 3-4=-528, 4-5=0 BOT CHORD 8-9=0, 7-8=528, 6-7=528 WEBS 4-6=-579, 1-8=631, 3-8=-262, 4-7=13 JOINT STRESS INDEX 1 = 0.00, 2 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00 and 8 = 0.00 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 7) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job 15120721JF1 Truss F08GR Truss Type Floor Girder Qty 1 Ply 1 Upper Ridge Phase IV Duplex Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 10:01:02 2016 Page 1 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-NaVamDx3xDV8BikbLvdN4o7wAKS0Sb37QcdwBCzaPRV Scale = 1:8.3 B1 W1 W1 W1W1 T1 W2 T1 1 2 4 3 5 3x4 3x6 3x6 6x6 THO35160 2-0-0 2-0-0 1-6-0 1-4-01-4-0Plate Offsets (X,Y)-- [4:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.62 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 4 3-4 3 l/defl **** >999 n/a L/d 480 240 n/a PLATES MT20 Weight: 13 lb FT = 0%F, 0%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=763/Mechanical, 3=338/Mechanical FORCES.(lb) - First Load Case Only TOP CHORD 1-4=-745, 2-3=-321, 1-5=0, 2-5=0 BOT CHORD 3-4=0 WEBS 1-3=-0 JOINT STRESS INDEX 1 = 0.00, 2 = 0.00, 3 = 0.00 and 4 = 0.00 NOTES- 1) Refer to girder(s) for truss to truss connections. 2) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Use USP THO35160 (With NA9D nails into Girder & NA9D nails into Truss) or equivalent at 0-7-0 from the left end to connect truss(es) F19 (1 ply 2x4 SPF) to front face of top chord. 6) Fill all nail holes where hanger is in contact with lumber. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 3-4=-20, 1-2=-100 Concentrated Loads (lb) Vert: 5=-891(F) Job 15120721JF1 Truss F09 Truss Type Floor Qty 4 Ply 1 Upper Ridge Phase IV Duplex Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 10:01:03 2016 Page 1 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-rn3yzZxhhXd?psJouc8cc0g1dkaJBwmGfGMTjfzaPRU Scale = 1:40.1 T2T1 T1 W1 W4 W4 W4 W4 W4 W1W4W5 B2 T3 W2 W5 B1 B3 B4 W2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 24 23 22 21 20 19 18 17 16 15 3x6 FP3x4 3x4 3x6 3x8 6x6 1.5x3 6x10 3x4 5x6 1.5x3 4x10 6x10 1.5x3 3x4 6x10 1.5x3 6x10 3x4 5x6 1.5x3 4x10 3x4 3x10 MT20HS FP 3x10 MT20HS FP 3x4 0-3-14 0-3-14 14-11-2 14-7-4 16-2-6 1-3-4 17-0-14 0-10-8 18-4-2 1-3-4 23-9-10 5-5-8 24-6-12 0-9-2 1-7-4 2-6-0 2-0-4 1-7-4 0-3-14 0-9-2 1-2-81-4-01-1-01-1-01-4-00-1-8Plate Offsets (X,Y)-- [1:0-1-8,Edge], [9:0-3-0,Edge], [14:0-1-8,Edge], [17:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.89 0.94 0.55 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.59 -1.02 -0.12 (loc) 18-20 18-20 14 l/defl >482 >279 n/a L/d 480 240 n/a PLATES MT20 MT20HS Weight: 131 lb FT = 0%F, 0%E GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 DF 2850F 2.3E(flat) *Except* T1: 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) *Except* B1: 2x4 SPF No.2(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 18-20,17-18. REACTIONS.(lb/size) 1=1426/0-3-6, 14=1423/0-7-2 FORCES.(lb) - First Load Case Only TOP CHORD 1-2=-2054, 2-3=-2051, 3-4=-2056, 4-5=-6115, 5-6=-6115, 6-7=-7505, 7-8=-7505, 8-9=-7505, 9-10=-6495, 10-11=-6495, 11-12=-2062, 12-13=-2055, 13-14=-2058 BOT CHORD 23-24=0, 22-23=4396, 21-22=7082, 20-21=7082, 19-20=6495, 18-19=6495, 17-18=6495, 16-17=4569, 15-16=0 WEBS 9-18=-496, 10-17=-417, 1-23=2423, 3-23=-168, 4-23=-2557, 4-22=1882, 5-22=-252, 6-22=-1060, 6-20=463, 7-20=-336, 9-20=1098, 14-16=2428, 12-16=-196, 11-16=-2725, 11-17=2123 JOINT STRESS INDEX 1 = 0.00, 2 = 0.00, 2 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 8 = 0.00, 9 = 0.00, 10 = 0.00, 11 = 0.00, 12 = 0.00, 13 = 0.00, 13 = 0.00, 14 = 0.00, 15 = 0.00, 15 = 0.00, 16 = 0.00, 16 = 0.00, 17 = 0.00, 18 = 0.00, 19 = 0.00, 20 = 0.00, 21 = 0.00, 22 = 0.00, 23 = 0.00, 23 = 0.00, 24 = 0.00 and 24 = 0.00 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Job 15120721JF1 Truss F09GR Truss Type Floor Girder Qty 1 Ply 2 Upper Ridge Phase IV Duplex Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 10:01:04 2016 Page 1 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-JzcKBvyKSqlsQ0u_SJgr9DDCZ8wpwO_Quw61F5zaPRT Scale = 1:40.1 B1 BL1 BL1 T1 W3 W4 W5 W5 W5 W5W6W5W5 B2 T21 2 3 4 5 6 7 8 9 10 11 12 13 21 20 19 18 17 16 15 14 22 23 3x12 M18SHS FP4x8 3x6 FP 3x4 3x6 7x14 MT20HS 6x8 4x4 3x6 3x4 3x6 4x6 4x6 4x6 MSH422 11-3-3 11-3-3 13-6-0 2-2-13 14-6-0 1-0-0 15-6-0 1-0-0 15-7-11 0-1-11 25-0-0 9-4-5 2-6-0 1-3-0 1-7-11 2-0-0 1-5-13 0-1-8 0-1-8 0-3-101-6-00-3-101-6-0Plate Offsets (X,Y)-- [16:0-1-8,Edge], [17:0-1-8,Edge], [21:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.88 0.86 0.49 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.55 -1.00 0.11 (loc) 17-19 17-19 14 l/defl >539 >296 n/a L/d 480 240 n/a PLATES MT20 MT20HS M18SHS Weight: 220 lb FT = 0%F, 0%E GRIP 197/144 148/108 220/195 LUMBER- TOP CHORD 2x4 DF 2850F 2.3E(flat) *Except* T2: 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 DF 2850F 2.3E(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 21=4043/0-2-12, 14=1834/0-2-12 FORCES.(lb) - First Load Case Only TOP CHORD 21-22=-457, 1-22=-457, 14-23=-113, 13-23=-113, 1-2=-21, 2-3=-8924, 3-4=-8924, 4-5=-10267, 5-6=-10267, 6-7=-9151, 7-8=-9151, 8-9=-9151, 9-10=-9151, 10-11=-4843, 11-12=-4843, 12-13=-5 BOT CHORD 20-21=6427, 19-20=9686, 18-19=10187, 17-18=10187, 16-17=9151, 15-16=7034, 14-15=3197 WEBS 7-17=335, 8-16=-778, 2-21=-7322, 2-20=3438, 3-20=-1718, 4-20=-964, 4-19=664, 5-19=-182, 6-19=90, 6-17=-1176, 12-14=-3604, 12-15=2202, 11-15=-258, 10-15=-2486, 10-16=2403 JOINT STRESS INDEX 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 8 = 0.00, 9 = 0.00, 10 = 0.00, 11 = 0.00, 12 = 0.00, 13 = 0.00, 14 = 0.00, 15 = 0.00, 16 = 0.00, 17 = 0.00, 18 = 0.00, 19 = 0.00, 20 = 0.00, 21 = 0.00, 22 = 0.00, 22 = 0.00, 23 = 0.00 and 23 = 0.00 NOTES- 1) Fasten trusses together to act as a single unit as per standard industry detail, or loads are to be evenly applied to all plies. 2) Unbalanced floor live loads have been considered for this design. 3) All plates are MT20 plates unless otherwise indicated. 4) All plates are 1.5x3 MT20 unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 21, 14. 6) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 9) Use USP MSH422 (With 10d nails into Girder & 10d nails into Truss) or equivalent at 4-0-0 from the left end to connect truss(es) F10GR (1 ply 2x4 SPF) to front face of top chord. 10) Fill all nail holes where hanger is in contact with lumber. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 14-21=-20, 1-3=-460(F=-360), 3-13=-100 Concentrated Loads (lb) Vert: 3=-1525(F) Job 15120721JF1 Truss F10GR Truss Type Floor Girder Qty 1 Ply 1 Upper Ridge Phase IV Duplex Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 10:01:04 2016 Page 1 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-JzcKBvyKSqlsQ0u_SJgr9DDHy8xLwNwQuw61F5zaPRT Scale = 1:11.6 B1 W1 W1 BL1W1 T1 W2W2 T1 1 2 3 4 8 7 6 5 9 10 11 3x8 1.5x3 4x10 3x6 3x6 5x6 6x6 1.5x3 1.5x3 MSH422 MSH422 Special 6-3-12 6-3-12 2-6-0 0-6-12 0-1-8 1-6-00-3-101-6-0Plate Offsets (X,Y)-- [2:0-1-8,Edge], [3:0-3-0,Edge], [5:Edge,0-1-8], [9:0-1-8,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.54 0.82 0.55 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.07 0.03 (loc) 7 7-8 5 l/defl >999 >997 n/a L/d 480 240 n/a PLATES MT20 Weight: 38 lb FT = 0%F, 0%E GRIP 197/144 LUMBER- TOP CHORD 2x4 DF 2850F 2.3E(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 8=1625/Mechanical, 5=2541/0-3-8 FORCES.(lb) - First Load Case Only TOP CHORD 1-8=-414, 5-9=-1369, 4-9=-1368, 1-10=0, 2-10=0, 2-3=-2419, 3-11=-65, 4-11=-65 BOT CHORD 7-8=2419, 6-7=2419, 5-6=2419 WEBS 3-5=-2620, 2-8=-2692, 2-7=8, 3-6=60 JOINT STRESS INDEX 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 8 = 0.00, 9 = 0.00 and 9 = 0.00 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 7) Use USP MSH422 (With 10d nails into Girder & 10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-10-4 from the left end to 3-10-4 to connect truss(es) F26 (1 ply 2x4 SPF) to back face of top chord. 8) Fill all nail holes where hanger is in contact with lumber. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1224 lb down at 6-1-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-20, 1-4=-100 Concentrated Loads (lb) Vert: 4=-1173(B) 10=-1136(B) 11=-1136(B) Job 15120721JF1 Truss F11 Truss Type Floor Qty 1 Ply 1 Upper Ridge Phase IV Duplex Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 10:01:05 2016 Page 1 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-n9AjOFzyD8ti2ATA01B4hRlLTYJMetqZ7aranXzaPRS Scale = 1:21.9 B1 W1 T1 T2 W2 W3 W4W2W2 1 2 3 4 5 6 7 8 13 12 11 10 9 3x4 3x6 6x6 3x4 4x4 1.5x3 3x4 1.5x3 4x6 4x8 1.5x3 3x4 4-5-0 4-5-0 5-6-8 1-1-8 6-6-8 1-0-0 7-3-4 0-8-12 13-6-12 6-3-8 13-9-12 0-3-0 2-6-0 1-6-8 2-0-0 1-10-12 0-3-0 1-4-01-1-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [8:0-2-11,Edge], [11:0-1-8,Edge], [12:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2009/TPI2007 CSI. TC BC WB (Matrix) 1.00 0.64 0.38 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.29 -0.55 -0.04 (loc) 10-11 10-11 8 l/defl >553 >294 n/a L/d 480 240 n/a PLATES MT20 Weight: 53 lb FT = 0%F, 0%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 13=806/Mechanical, 8=806/0-2-8 FORCES.(lb) - First Load Case Only TOP CHORD 1-13=-116, 1-2=0, 2-3=-2138, 3-4=-2138, 4-5=-2138, 5-6=-1170, 6-7=-1170, 7-8=-1174 BOT CHORD 12-13=1417, 11-12=2138, 10-11=2013, 9-10=0 WEBS 3-12=-357, 4-11=-76, 2-13=-1569, 2-12=887, 8-10=1356, 6-10=-180, 5-10=-932, 5-11=138 JOINT STRESS INDEX 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 7 = 0.00, 8 = 0.00, 10 = 0.00, 11 = 0.00, 12 = 0.00 and 13 = 0.00 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8. 4) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 8) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job 15120721JF1 Truss F11GR Truss Type FLOOR GIRDER Qty 1 Ply 1 Upper Ridge Phase IV Duplex Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 10:01:06 2016 Page 1 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-FMk5bb_a_S?ZgK2MakiJEeIXDyaHNI4jLEb8KzzaPRR Scale = 1:41.3 B2B1 BL1 BL1 T2T1 W3 W3 W3 W4 W3 W5 W3 B4B3 T1T2 W3W3W6 W5 W6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 31 30 29 28 27 26 25 24 23 22 21 20 32 33 6x8 3x12 M18SHS FP3x12 M18SHS FP 1.5x3 6x8 1.5x3 3x6 FP3x6 FP 6x6 6x6 7x14 MT20HS 8x12 7x14 MT20HS 6x10 6x6 6x6 5x6 6x8 7x14 MT20HS 6x10 6x8 6x8 6x8 MSH422 MSH422 25-0-0 25-0-0 1-5-13 1-2-0 1-1-0 2-0-0 1-5-4 0-1-8 0-1-8 0-3-101-6-00-1-80-3-101-6-0Plate Offsets (X,Y)-- [11:0-1-8,Edge], [12:0-3-0,0-0-0], [23:0-1-8,Edge], [32:0-1-8,0-0-10], [33:0-1-8,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.94 0.98 0.51 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.59 -1.06 0.11 (loc) 24-25 24-25 20 l/defl >506 >281 n/a L/d 480 240 n/a PLATES MT20 MT20HS M18SHS Weight: 180 lb FT = 0%F, 0%E GRIP 197/144 148/108 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E(flat) *Except* T1: 2x4 SPF No.2(flat) BOT CHORD 2x4 DF 2850F 2.3E(flat) *Except* B1: 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 31=2430/0-5-8, 20=2046/0-5-4 FORCES.(lb) - First Load Case Only TOP CHORD 31-32=-76, 1-32=-76, 20-33=-89, 19-33=-89, 1-2=-4, 2-3=-5589, 3-4=-5599, 4-5=-10189, 5-6=-10198, 6-7=-12980, 7-8=-12980, 8-9=-12977, 9-10=-12990, 10-11=-12973, 11-12=-11581, 12-13=-11581, 13-14=-11581, 14-15=-8150, 15-16=-8138, 16-17=-4564, 17-18=-4554, 18-19=0 BOT CHORD 30-31=2992, 29-30=8112, 28-29=12172, 27-28=12172, 26-27=13432, 25-26=13432, 24-25=11581, 23-24=11581, 22-23=9799, 21-22=6527, 20-21=2600 WEBS 11-24=-851, 12-23=-932, 2-31=-3784, 2-30=3389, 3-30=-213, 4-30=-3147, 4-29=2754, 5-29=-202, 6-29=-2503, 6-27=1031, 8-27=-136, 9-27=-669, 9-25=-559, 10-25=-602, 11-25=2035, 18-20=-3173, 18-21=2595, 17-21=-220, 16-21=-2459, 16-22=2136, 15-22=-286, 14-22=-2066, 14-23=2355 JOINT STRESS INDEX 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 8 = 0.00, 9 = 0.00, 10 = 0.00, 11 = 0.00, 12 = 0.00, 13 = 0.00, 14 = 0.00, 15 = 0.00, 16 = 0.00, 17 = 0.00, 18 = 0.00, 19 = 0.00, 20 = 0.00, 21 = 0.00, 22 = 0.00, 23 = 0.00, 24 = 0.00, 25 = 0.00, 26 = 0.00, 27 = 0.00, 28 = 0.00, 29 = 0.00, 30 = 0.00, 31 = 0.00, 32 = 0.00, 32 = 0.00, 33 = 0.00 and 33 = 0.00 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 3x6 MT20 unless otherwise indicated. 4) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Use USP MSH422 (With 10d nails into Girder & 10d nails into Truss) or equivalent spaced at 2-8-8 oc max. starting at 7-10-4 from the left end to 10-6-12 to connect truss(es) F12GR (1 ply 2x4 SPF) to front face of top chord. 8) Fill all nail holes where hanger is in contact with lumber. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 20-31=-20, 1-19=-100 Concentrated Loads (lb) Vert: 6=-760(F) 9=-760(F) Job 15120721JF1 Truss F12 Truss Type Floor Girder Qty 2 Ply 1 Upper Ridge Phase IV Duplex Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 10:01:07 2016 Page 1 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-kYITpx?Cll7QHTdZ7SDYnsrsPL9?6sHsauKhsQzaPRQ Scale = 1:8.3 B1 W1 W1 BL1 W1 T1 1 2 4 3 5 3x4 3x6 3x6 1.5x3 1.5x3 Special 2-2-8 2-2-8 1-8-8 0-1-8 1-4-00-3-101-4-0Plate Offsets (X,Y)-- [4:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.27 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.01 -0.00 (loc) 4 3-4 3 l/defl **** >999 n/a L/d 480 240 n/a PLATES MT20 Weight: 12 lb FT = 0%F, 0%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=876/Mechanical, 3=111/0-3-8 FORCES.(lb) - First Load Case Only TOP CHORD 1-4=-857, 3-5=-95, 2-5=-95, 1-2=-5 BOT CHORD 3-4=-0 WEBS 1-3=6 JOINT STRESS INDEX 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00 and 5 = 0.00 NOTES- 1) Refer to girder(s) for truss to truss connections. 2) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 759 lb down at 0-1-8 on top 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). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 3-4=-20, 1-2=-100 Concentrated Loads (lb) Vert: 1=-759(B) Job 15120721JF1 Truss F12GR Truss Type Floor Girder Qty 2 Ply 1 Upper Ridge Phase IV Duplex Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 10:01:08 2016 Page 1 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-Cksr0H?qW3FHvdClh9knJ3N19lVDrJX?pY4EOszaPRP Scale = 1:9.1 B1 W1 W1 BL1 W1 T1 1 2 4 3 5 3x4 3x6 3x6 1.5x3 1.5x3 Special 2-2-8 2-2-8 1-8-8 0-1-8 1-6-00-3-101-6-0Plate Offsets (X,Y)-- [4:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.27 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.01 -0.00 (loc) 4 3-4 3 l/defl **** >999 n/a L/d 480 240 n/a PLATES MT20 Weight: 13 lb FT = 0%F, 0%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=897/Mechanical, 3=111/0-3-8 FORCES.(lb) - First Load Case Only TOP CHORD 1-4=-878, 3-5=-95, 2-5=-95, 1-2=-4 BOT CHORD 3-4=-0 WEBS 1-3=5 JOINT STRESS INDEX 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00 and 5 = 0.00 NOTES- 1) Refer to girder(s) for truss to truss connections. 2) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 780 lb down at 0-1-8 on top 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). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 3-4=-20, 1-2=-100 Concentrated Loads (lb) Vert: 1=-780(B) Job 15120721JF1 Truss F13 Truss Type Floor Qty 3 Ply 1 Upper Ridge Phase IV Duplex Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 10:01:08 2016 Page 1 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-Cksr0H?qW3FHvdClh9knJ3NwclMjrEA?pY4EOszaPRP Scale = 1:23.7 B1 BL1 T1 T2 W2 W2 W3W2W2 1 2 3 4 5 6 7 8 13 12 11 10 9 14 1.5x3 3x6 1.5x3 3x6 3x4 3x6 1.5x3 3x4 1.5x3 3x6 5x6 1.5x3 3x4 5-2-11 5-2-11 5-4-8 0-1-13 6-4-3 0-11-11 7-4-3 1-0-0 8-7-15 1-3-12 13-11-4 5-3-5 14-8-6 0-9-2 2-6-0 2-0-0 1-5-4 0-1-8 0-9-2 0-3-101-4-01-1-01-4-0Plate Offsets (X,Y)-- [8:0-3-2,Edge], [11:0-1-8,Edge], [12:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.75 0.60 0.34 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.26 -0.48 -0.03 (loc) 10-11 10-11 8 l/defl >644 >346 n/a L/d 480 240 n/a PLATES MT20 Weight: 55 lb FT = 0%F, 0%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 13=830/0-3-8, 8=834/0-7-2 FORCES.(lb) - First Load Case Only TOP CHORD 13-14=-107, 1-14=-107, 1-2=-6, 2-3=-2386, 3-4=-2386, 4-5=-2386, 5-6=-969, 6-7=-969, 7-8=-972 BOT CHORD 12-13=1495, 11-12=2386, 10-11=2001, 9-10=0 WEBS 3-12=-294, 4-11=-153, 2-13=-1640, 2-12=985, 8-10=1219, 6-10=-169, 5-10=-1141, 5-11=426 JOINT STRESS INDEX 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 7 = 0.00, 8 = 0.00, 10 = 0.00, 11 = 0.00, 12 = 0.00, 13 = 0.00, 14 = 0.00 and 14 = 0.00 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job 15120721JF1 Truss F13GR Truss Type Floor Girder Qty 1 Ply 1 Upper Ridge Phase IV Duplex Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 10:01:09 2016 Page 1 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-gwQDEd0SHNN8XnmxFtF0sHw119fhafg92CpowIzaPRO Scale = 1:38.9 B1 BL1 BL1 T1 W2 W3 W2 W2 W2W4 W2W2W6 B2 T2T3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 22 21 20 19 18 17 16 15 23 24 25 3x6 FP 1.5x3 3x6 1.5x3 1.5x3 1.5x3 3x6 FP 3x4 1.5x3 5x6 1.5x3 3x6 3x6 3x6 1.5x3 3x4 5x6 3x6 3x4 4x10 4x6 6x8 MSH422 7-9-5 7-9-5 8-11-0 1-1-11 9-11-0 1-0-0 10-11-0 1-0-0 11-1-8 0-2-8 15-10-0 4-8-8 23-10-0 8-0-0 2-6-0 1-5-13 2-0-0 1-7-3 0-1-8 0-1-8 0-3-101-6-00-3-101-6-0Plate Offsets (X,Y)-- [10:0-3-0,Edge], [19:0-1-8,Edge], [20:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.96 0.81 0.46 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.33 -0.64 0.05 (loc) 20-21 20-21 15 l/defl >567 >295 n/a L/d 480 240 n/a PLATES MT20 Weight: 101 lb FT = 0%F, 0%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) *Except* T1: 2x4 DF 2850F 2.3E(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) *Except* B2: 2x4 SPF No.2(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 16-17. REACTIONS.(lb/size) 22=900/0-5-8, 17=2166/0-5-4, 15=553/0-3-8 Max Grav22=907(LC 2), 17=2166(LC 1), 15=601(LC 4) FORCES.(lb) - First Load Case Only TOP CHORD 22-23=-108, 1-23=-108, 15-24=-113, 14-24=-113, 1-2=-5, 2-3=-2050, 3-4=-2050, 4-5=-2149, 5-6=-2149, 6-7=-2149, 7-8=-2149, 8-9=239, 9-10=217, 10-25=-1097, 11-25=-1097, 11-12=-1109, 12-13=-1097, 13-14=-5 BOT CHORD 21-22=1470, 20-21=2492, 19-20=2149, 18-19=1101, 17-18=1101, 16-17=-239, 15-16=764 WEBS 5-20=119, 6-19=-627, 10-17=-1432, 2-22=-1654, 2-21=775, 3-21=-136, 4-21=-502, 4-20=-390, 8-17=-1521, 8-19=1338, 13-15=-857, 13-16=378, 11-16=-722, 10-16=1486 JOINT STRESS INDEX 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 8 = 0.00, 9 = 0.00, 10 = 0.00, 11 = 0.00, 12 = 0.00, 13 = 0.00, 14 = 0.00, 15 = 0.00, 16 = 0.00, 17 = 0.00, 18 = 0.00, 19 = 0.00, 20 = 0.00, 21 = 0.00, 22 = 0.00, 23 = 0.00, 23 = 0.00, 24 = 0.00 and 24 = 0.00 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 6) Use USP MSH422 (With 10d nails into Girder & 10d nails into Truss) or equivalent at 17-4-12 from the left end to connect truss(es) F14GR (1 ply 2x4 SPF) to back face of top chord. 7) Fill all nail holes where hanger is in contact with lumber. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15-22=-20, 1-14=-100 Concentrated Loads (lb) Vert: 25=-802(B) Job 15120721JF1 Truss F14GR Truss Type Floor Girder Qty 1 Ply 1 Upper Ridge Phase IV Duplex Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 10:01:10 2016 Page 1 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-87_cRy152gV?8xL8pamFOUTQ8Z5?JBLIGrZLTlzaPRN Scale = 1:9.0 B1 W1 W1 W1W1 T1 W3W2 T1 1 2 3 5 4 4x6 3x6 3x6 3x6 3x6 MSH422Special 1-2-0 1-2-0 3-7-12 2-5-12 1-6-12 1-7-0 1-6-01-6-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.11 0.42 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.07 0.01 (loc) 5 4-5 4 l/defl **** >626 n/a L/d 480 240 n/a PLATES MT20 Weight: 22 lb FT = 0%F, 0%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=934/Mechanical, 4=829/Mechanical FORCES.(lb) - First Load Case Only TOP CHORD 1-5=-280, 3-4=-143, 1-2=0, 2-3=0 BOT CHORD 4-5=822 WEBS 2-4=-1049, 2-5=-1029 JOINT STRESS INDEX 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00 and 5 = 0.00 NOTES- 1) Refer to girder(s) for truss to truss connections. 2) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Use USP MSH422 (With 10d nails into Girder & 10d nails into Truss) or equivalent at 1-10-4 from the left end to connect truss(es) F33 (1 ply 2x4 DF) to front face of top chord, skewed 0.0 deg.to the left, sloping 0.0 deg. down. 6) Fill all nail holes where hanger is in contact with lumber. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 128 lb down at 0-1-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 4-5=-20, 1-3=-200(F=-100) Concentrated Loads (lb) Vert: 1=-128(B) 2=-887(F) Job 15120721JF1 Truss F15 Truss Type Floor Qty 7 Ply 1 Upper Ridge Phase IV Duplex Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 10:01:11 2016 Page 1 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-cJX_fI2jp_dsm5wKMIIUxi?TNzL22WrSVVIv?BzaPRM Scale = 1:37.9 B1 BL1 T1 T3 W2 W2 W4 B2 T2 W5 1 2 3 4 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 14 23 3x12 M18SHS FP4x6 3x6 FP 3x4 6x6 3x4 3x4 5x8 5x10 3x8 4x8 5x12 4x8 4x10 11-4-4 11-4-4 11-10-3 0-5-15 12-10-3 1-0-0 22-11-4 10-1-1 23-8-6 0-9-2 1-7-6 1-7-6 2-6-0 2-0-0 1-10-0 0-1-8 0-9-2 0-3-101-4-01-1-01-4-0Plate Offsets (X,Y)-- [6:0-1-8,Edge], [7:0-1-8,Edge], [13:0-1-10,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.59 0.75 0.67 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.47 -0.83 0.03 (loc) 18-20 18-20 13 l/defl >582 >333 n/a L/d 480 240 n/a PLATES MT20 M18SHS Weight: 100 lb FT = 0%F, 0%E GRIP 197/144 220/195 LUMBER- TOP CHORD 2x4 DF 2850F 2.3E(flat) BOT CHORD 2x4 DF 2850F 2.3E(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 22=1370/0-3-8, 13=1374/0-7-2 FORCES.(lb) - First Load Case Only TOP CHORD 22-23=-73, 1-23=-73, 1-2=-4, 2-3=-3368, 3-4=-3368, 4-5=-6174, 5-6=-6174, 6-7=-6462, 7-8=-5586, 8-9=-5586, 9-10=-5586, 10-11=-2031, 11-12=-2031, 12-13=-2035 BOT CHORD 21-22=1835, 20-21=5039, 19-20=6462, 18-19=6462, 17-18=6462, 16-17=6462, 15-16=4098, 14-15=0 WEBS 6-18=-30, 7-17=100, 2-22=-2230, 2-21=1890, 3-21=-222, 4-21=-1847, 4-20=1256, 5-20=-293, 11-15=-163, 10-15=-2285, 10-16=1645, 9-16=-232, 7-16=-965, 6-20=-317, 13-15=2373 JOINT STRESS INDEX 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 8 = 0.00, 9 = 0.00, 10 = 0.00, 11 = 0.00, 12 = 0.00, 12 = 0.00, 13 = 0.00, 15 = 0.00, 16 = 0.00, 17 = 0.00, 18 = 0.00, 19 = 0.00, 20 = 0.00, 21 = 0.00, 22 = 0.00, 23 = 0.00 and 23 = 0.00 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x3 MT20 unless otherwise indicated. 4) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 8) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job 15120721JF1 Truss F15GR Truss Type FLOOR Qty 1 Ply 2 Upper Ridge Phase IV Duplex Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 10:01:12 2016 Page 1 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-4V5Mse2LaIljOFVWw?pjUvYcOMf9n?lbk92SXdzaPRL Scale = 1:39.7 T2 W3W3 W3 W3 W3 W3 W3 W1 B1 T3T1 T1 W1 B2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 23 22 21 20 19 18 17 16 15 24 6x6 3x6 FP 3x4 3x6 3x6 1.5x3 3x8 3x4 3x6 1.5x3 3x4 3x6 1.5x3 4x8 1.5x3 3x10 MT20HS FP 6x6 1.5x3 3x4 3x4 5x10 0-3-14 0-3-14 14-11-2 14-7-4 16-2-6 1-3-4 17-2-6 1-0-0 18-4-2 1-1-12 23-9-10 5-5-8 24-6-12 0-9-2 1-7-4 2-6-0 2-0-4 1-7-4 0-3-14 0-9-2 1-4-01-1-01-1-01-4-0Plate Offsets (X,Y)-- [14:0-2-12,Edge], [17:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.76 0.89 0.56 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.51 -0.89 -0.09 (loc) 18-20 18-20 14 l/defl >552 >320 n/a L/d 480 240 n/a PLATES MT20 MT20HS Weight: 196 lb FT = 0%F, 0%E GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2(flat) *Except* T3: 2x4 DF 2850F 2.3E(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) *Except* B2: 2x4 DF 2850F 2.3E(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=2637/0-3-6, 14=1517/0-7-2 FORCES.(lb) - First Load Case Only TOP CHORD 1-2=-3298, 2-3=-3287, 3-24=-3287, 4-24=-3287, 4-5=-7130, 5-6=-7130, 6-7=-8065, 7-8=-8065, 8-9=-8065, 9-10=-6769, 10-11=-6769, 11-12=-2031, 12-13=-2031, 13-14=-2033 BOT CHORD 22-23=0, 21-22=5795, 20-21=7838, 19-20=6769, 18-19=6769, 17-18=6769, 16-17=4444, 15-16=0 WEBS 9-18=-342, 10-17=-732, 11-17=2570, 4-22=-2772, 4-21=1476, 5-21=-207, 6-21=-783, 6-20=250, 8-20=-458, 9-20=1420, 12-16=-217, 11-16=-2669, 14-16=2464, 3-22=-990, 1-22=3989 JOINT STRESS INDEX 1 = 0.00, 2 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 8 = 0.00, 9 = 0.00, 10 = 0.00, 11 = 0.00, 12 = 0.00, 13 = 0.00, 13 = 0.00, 14 = 0.00, 16 = 0.00, 17 = 0.00, 18 = 0.00, 19 = 0.00, 20 = 0.00, 21 = 0.00 and 22 = 0.00 NOTES- 1) Fasten trusses together to act as a single unit as per standard industry detail, or loads are to be evenly applied to all plies. 2) Unbalanced floor live loads have been considered for this design. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-24=-460(F=-360), 14-24=-100, 15-23=-20 Job 15120721JF1 Truss F17 Truss Type Floor Qty 1 Ply 1 Upper Ridge Phase IV Duplex Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 10:01:12 2016 Page 1 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-4V5Mse2LaIljOFVWw?pjUvYajMddn08bk92SXdzaPRL Scale = 1:26.3 B1 W1 T1 T3 W2 W3 W4W4W4 T2 W5 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 3x4 3x6 3x6 FP 3x4 3x6 4x6 1.5x3 1.5x3 3x4 4x8 4x10 1.5x3 3x4 3x6 1.5x3 2-8-9 2-8-9 3-8-11 1-0-2 4-8-11 1-0-0 5-8-11 1-0-0 15-9-12 10-1-1 16-6-14 0-9-2 1-7-6 2-2-14 2-0-0 2-6-0 1-10-0 0-9-2 1-4-01-1-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [4:0-1-8,Edge], [10:0-3-6,Edge], [15:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.87 0.99 0.47 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.38 -0.62 -0.05 (loc) 13-14 13-14 10 l/defl >499 >306 n/a L/d 480 240 n/a PLATES MT20 Weight: 63 lb FT = 0%F, 0%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) *Except* T1: 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS.(lb/size) 16=949/Mechanical, 10=946/0-7-2 FORCES.(lb) - First Load Case Only TOP CHORD 1-16=-93, 1-2=0, 2-3=-2683, 3-4=-2683, 4-5=-3192, 5-6=-3192, 6-7=-3192, 7-8=-1367, 8-9=-1367, 9-10=-1371 BOT CHORD 15-16=1190, 14-15=2683, 13-14=2683, 12-13=2530, 11-12=0 WEBS 3-15=-508, 4-14=-199, 2-16=-1464, 2-15=1678, 8-12=-196, 7-12=-1285, 7-13=732, 5-13=-375, 4-13=560, 10-12=1598 JOINT STRESS INDEX 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 8 = 0.00, 9 = 0.00, 9 = 0.00, 10 = 0.00, 12 = 0.00, 13 = 0.00, 14 = 0.00, 15 = 0.00 and 16 = 0.00 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 7) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job 15120721JF1 Truss F18 Truss Type Floor Qty 1 Ply 1 Upper Ridge Phase IV Duplex Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 10:01:13 2016 Page 1 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-Yifk3_3zLbta?O4jUiKy075mGm11WU2lypn?43zaPRK Scale = 1:29.5 B1 W1 T1 T4 W2 W3 T2 W5W5 B2 T3 W3 W7 1 2 3 4 5 6 7 8 9 10 11 12 13 20 19 18 17 16 15 143x10 MT20HS FP 3x4 3x6 3x6 FP T7x12 MII18 4x6 3x6 3x4 3x6 6x10 4x10 1.5x3 3x6 3x8 1.5x3 5x6 2-8-9 2-8-9 4-2-12 1-6-3 4-8-11 0-5-15 5-8-11 1-0-0 7-1-11 1-5-0 17-9-12 10-8-1 18-6-14 0-9-2 1-7-6 2-2-14 2-0-0 2-6-0 1-4-0 0-9-2 1-4-01-1-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [5:0-3-0,0-0-0], [13:0-1-5,0-0-0], [18:0-1-8,Edge], [19:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.82 0.72 0.43 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.34 -0.67 -0.02 (loc) 16-18 16-18 13 l/defl >620 >319 n/a L/d 480 240 n/a PLATES MT20 MT20HS MII18 Weight: 82 lb FT = 0%F, 0%E GRIP 197/144 148/108 141/138 LUMBER- TOP CHORD 2x4 SPF No.2(flat) *Except* T1: 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 20=1069/Mechanical, 13=1066/0-7-2 FORCES.(lb) - First Load Case Only TOP CHORD 1-20=-115, 1-2=0, 2-3=-5, 3-4=-3397, 4-5=-3397, 5-6=-3397, 6-7=-3711, 7-8=-3713, 8-9=-3713, 9-10=-3713, 10-11=-1182, 11-12=-1182, 12-13=-1184 BOT CHORD 19-20=1499, 18-19=3397, 17-18=4067, 16-17=4067, 15-16=2750, 14-15=0 WEBS 4-19=-841, 5-18=291, 3-20=-1767, 3-19=2139, 11-15=-162, 10-15=-1734, 10-16=1064, 8-16=-165, 6-16=-388, 6-18=-734, 13-15=1529 JOINT STRESS INDEX 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 8 = 0.00, 9 = 0.00, 10 = 0.00, 11 = 0.00, 12 = 0.00, 12 = 0.00, 13 = 0.00, 15 = 0.00, 16 = 0.00, 17 = 0.00, 18 = 0.00, 19 = 0.00 and 20 = 0.00 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 8) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job 15120721JF1 Truss F19 Truss Type Floor Qty 1 Ply 1 Upper Ridge Phase IV Duplex Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 10:01:14 2016 Page 1 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-0uD6HK4b6v?RdYfv2QrBZKdzuAMHFvFuBTXZcWzaPRJ Scale = 1:27.9 B2 W1 T1 T3 W2 W6W4W3W3W3 B3 T2 B1 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 116x8 3x6 FP 3x4 3x6 FP T7x12 MII18 3x6 4x8 4x6 1.5x3 4x8 1.5x3 3x6 6x8 1.5x3 3x4 2-6-11 2-6-11 3-6-11 1-0-0 5-0-12 1-6-1 5-11-11 0-10-15 16-7-12 10-8-1 17-4-14 0-9-2 2-6-0 2-0-12 1-4-0 0-9-2 1-4-01-1-01-4-00-1-8Plate Offsets (X,Y)-- [1:Edge,0-1-8], [2:0-3-0,Edge], [10:0-1-5,0-0-0], [16:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.70 0.78 0.56 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.40 -0.70 -0.03 (loc) 15-16 15-16 10 l/defl >502 >285 n/a L/d 480 240 n/a PLATES MT20 MII18 Weight: 78 lb FT = 0%F, 0%E GRIP 197/144 141/138 LUMBER- TOP CHORD 2x4 SPF No.2(flat) *Except* T1: 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) *Except* B3: 2x4 SPF No.2(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 18=999/Mechanical, 10=996/0-7-2 FORCES.(lb) - First Load Case Only TOP CHORD 1-18=-68, 1-2=0, 2-3=-2624, 3-4=-2624, 4-5=-3461, 5-6=-3461, 6-7=-1103, 7-8=-1103, 8-9=-1103, 9-10=-1105 BOT CHORD 17-18=2624, 16-17=2624, 15-16=3443, 14-15=2542, 13-14=2546, 12-13=2546, 11-12=0 WEBS 2-17=640, 3-16=-29, 2-18=-2842, 10-12=1427, 8-12=-171, 6-12=-1595, 6-15=1002, 5-15=-223, 4-15=19, 4-16=-898 JOINT STRESS INDEX 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 8 = 0.00, 9 = 0.00, 9 = 0.00, 10 = 0.00, 12 = 0.00, 13 = 0.00, 14 = 0.00, 15 = 0.00, 16 = 0.00, 17 = 0.00 and 18 = 0.00 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 8) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job 15120721JF1 Truss F20 Truss Type Floor Qty 3 Ply 1 Upper Ridge Phase IV Duplex Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 10:01:15 2016 Page 1 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-V4nVUg5DtD7IFiE5b7MQ5YA4Makj_KW1Q7G68yzaPRI Scale = 1:36.1 B1 W1 T1 T3 W2 W3 W5 W6W2W5W5W5 B3 T2 W6 B2 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 3x10 MT20HS FP 1.5x3 3x6 FP 3x4 3x6 3x6 4x6 1.5x3 3x8 5x12 MT18HS 6x12 1.5x3 4x10 6x6 1.5x3 4x8 6x10 1.5x3 3x4 7-10-4 7-10-4 8-5-11 0-7-7 9-11-12 1-6-1 10-10-11 0-10-15 21-6-12 10-8-1 22-3-14 0-9-2 2-6-0 2-5-12 2-0-0 1-4-0 0-9-2 1-4-01-1-01-4-00-1-8Plate Offsets (X,Y)-- [18:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.91 0.64 0.63 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.49 -0.88 -0.03 (loc) 16-18 16-18 12 l/defl >530 >296 n/a L/d 480 240 n/a PLATES MT20 MT20HS MT18HS Weight: 98 lb FT = 0%F, 0%E GRIP 197/144 148/108 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) *Except* T1: 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 22=1297/0-3-8, 12=1295/0-7-2 FORCES.(lb) - First Load Case Only TOP CHORD 1-22=-97, 1-2=0, 2-3=-4427, 3-4=-4410, 4-5=-5917, 5-6=-5917, 6-7=-5083, 7-8=-5083, 8-9=-5083, 9-10=-1426, 10-11=-1422, 11-12=-1425 BOT CHORD 21-22=2387, 20-21=2381, 19-20=5917, 18-19=5917, 17-18=5849, 16-17=5849, 15-16=3484, 14-15=3509, 13-14=0 WEBS 4-19=328, 5-18=-132, 2-22=-2654, 2-20=2215, 3-20=-222, 4-20=-1647, 12-14=1856, 10-14=-161, 9-14=-2298, 9-16=1724, 7-16=-234, 6-16=-839, 6-18=74 JOINT STRESS INDEX 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 8 = 0.00, 9 = 0.00, 10 = 0.00, 11 = 0.00, 11 = 0.00, 12 = 0.00, 14 = 0.00, 15 = 0.00, 16 = 0.00, 17 = 0.00, 18 = 0.00, 19 = 0.00, 20 = 0.00, 21 = 0.00 and 22 = 0.00 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 7) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job 15120721JF1 Truss F23 Truss Type Floor Qty 1 Ply 1 Upper Ridge Phase IV Duplex Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 10:01:16 2016 Page 1 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-zHLti06reWF9sspH9rtfeljJ1_8HjpsBfn0fgOzaPRH Scale = 1:25.4 B1 T2T1 T1 W1W1 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 6x6 6x6 3x4 3x4 4x10 4x10 1.5x3 1.5x3 3x4 3x4 3x4 1.5x3 1.5x3 0-9-2 0-9-2 14-11-10 14-2-8 15-8-12 0-9-2 2-6-0 1-5-8 0-9-2 0-9-2 1-4-01-1-01-1-01-4-0Plate Offsets (X,Y)-- [4:0-1-8,Edge], [9:0-2-2,Edge], [12:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.66 0.43 0.49 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.40 -0.04 (loc) 11-12 11-12 9 l/defl >829 >436 n/a L/d 480 240 n/a PLATES MT20 Weight: 61 lb FT = 0%F, 0%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 DF 2850F 2.3E(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=865/0-7-2, 9=865/0-7-2 FORCES.(lb) - First Load Case Only TOP CHORD 1-2=-1593, 2-3=-1588, 3-4=-1588, 4-5=-2524, 5-6=-2524, 6-7=-1592, 7-8=-1592, 8-9=-1596 BOT CHORD 14-15=0, 13-14=2524, 12-13=2524, 11-12=2392, 10-11=0 WEBS 9-11=1743, 1-14=1740, 7-11=-215, 3-14=-206, 6-11=-886, 4-14=-1030, 6-12=146, 4-13=108, 5-12=-78 JOINT STRESS INDEX 1 = 0.00, 2 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 8 = 0.00, 8 = 0.00, 9 = 0.00, 11 = 0.00, 12 = 0.00, 13 = 0.00 and 14 = 0.00 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Job 15120721JF1 Truss F24 Truss Type Floor Qty 1 Ply 1 Upper Ridge Phase IV Duplex Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 10:01:16 2016 Page 1 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-zHLti06reWF9sspH9rtfeljPd_AYjvXBfn0fgOzaPRH Scale = 1:8.9 B1 BL1 W1 W1 T1 W3 1 2 3 5 4 6 3x6 1.5x3 1.5x3 1.5x3 3x4 3x4 0-3-0 0-3-0 4-1-12 3-10-12 1-3-4 2-6-0 0-1-8 0-3-101-6-01-6-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.30 0.28 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.12 0.00 (loc) 5 4-5 4 l/defl **** >395 n/a L/d 480 240 n/a PLATES MT20 Weight: 19 lb FT = 0%F, 0%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=231/0-5-8, 4=237/0-3-8 FORCES.(lb) - First Load Case Only TOP CHORD 5-6=-20, 1-6=-20, 3-4=-105, 1-2=-1, 2-3=0 BOT CHORD 4-5=174 WEBS 2-4=-197, 2-5=-243 JOINT STRESS INDEX 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00 and 6 = 0.00 NOTES- 1) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 2) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job 15120721JF1 Truss F25 Truss Type Floor Qty 3 Ply 1 Upper Ridge Phase IV Duplex Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 10:01:17 2016 Page 1 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-RTvFvM6UOqN0U0OUjYOuBzFPgNMvSEOKtRlDDrzaPRG Scale = 1:40.0 B1 BL1 BL1 T1 W3 W4 W3 B2 T21 2 3 4 5 6 7 8 9 10 11 12 13 21 20 19 18 17 16 15 14 22 23 3x12 M18SHS FP4x8 3x6 FP 4x4 4x6 5x8 5x8 3x8 3x8 4x4 4x8 5x8 5x8 4x8 12-4-5 12-4-5 13-6-3 1-1-14 14-6-0 0-11-13 15-6-3 1-0-3 16-7-11 1-1-8 25-0-0 8-4-5 2-6-0 1-5-13 1-4-14 2-0-0 1-5-13 0-1-8 0-1-8 0-3-101-6-00-3-101-6-0Plate Offsets (X,Y)-- [14:Edge,0-1-8], [16:0-1-8,Edge], [17:0-1-8,Edge], [21:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.99 0.85 0.60 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.59 -1.05 0.13 (loc) 17-19 17-19 14 l/defl >500 >283 n/a L/d 480 240 n/a PLATES MT20 M18SHS Weight: 107 lb FT = 0%F, 0%E GRIP 197/144 220/195 LUMBER- TOP CHORD 2x4 DF 2850F 2.3E(flat) *Except* T2: 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 DF 2850F 2.3E(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 21=1479/0-5-8, 14=1479/0-5-8 FORCES.(lb) - First Load Case Only TOP CHORD 21-22=-111, 1-22=-111, 14-23=-111, 13-23=-110, 1-2=-5, 2-3=-3789, 3-4=-3789, 4-5=-6327, 5-6=-6327, 6-7=-6462, 7-8=-6462, 8-9=-6462, 9-10=-6462, 10-11=-3784, 11-12=-3784, 12-13=-5 BOT CHORD 20-21=2551, 19-20=5311, 18-19=6652, 17-18=6652, 16-17=6462, 15-16=5302, 14-15=2544 WEBS 7-17=106, 8-16=-443, 2-21=-2874, 2-20=1657, 3-20=-187, 4-20=-1728, 4-19=1153, 5-19=-235, 6-19=-372, 6-17=-256, 12-14=-2867, 12-15=1659, 11-15=-208, 10-15=-1722, 10-16=1317 JOINT STRESS INDEX 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 8 = 0.00, 9 = 0.00, 10 = 0.00, 11 = 0.00, 12 = 0.00, 13 = 0.00, 14 = 0.00, 15 = 0.00, 16 = 0.00, 17 = 0.00, 18 = 0.00, 19 = 0.00, 20 = 0.00, 21 = 0.00, 22 = 0.00, 22 = 0.00, 23 = 0.00 and 23 = 0.00 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x3 MT20 unless otherwise indicated. 4) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job 15120721JF1 Truss F26 Truss Type Floor Qty 3 Ply 1 Upper Ridge Phase IV Duplex Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 10:01:18 2016 Page 1 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-vfTd7h7698Ws6AzgHGw7jAofonlWBjLU65VmlHzaPRF Scale = 1:33.5 B1 W1 BL1 T1 W2 W3 W2 W2 W2W4W2W2 B2 T21 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 3x10 MT20HS FP 3x4 3x8 1.5x3 1.5x3 3x6 FP 3x4 1.5x3 3x4 1.5x3 5x8 6x6 1.5x3 3x6 3x8 4x8 4x8 1.5x3 3x6 8-1-3 8-1-3 9-4-7 1-3-4 10-4-4 0-11-13 11-4-7 1-0-3 12-5-15 1-1-8 20-10-4 8-4-5 2-6-0 1-4-7 2-0-0 1-5-13 0-1-8 1-6-00-3-101-6-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [15:0-1-8,Edge], [16:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.58 0.70 0.49 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.36 -0.63 0.10 (loc) 13-15 13-15 12 l/defl >689 >391 n/a L/d 480 240 n/a PLATES MT20 MT20HS Weight: 82 lb FT = 0%F, 0%E GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E(flat) *Except* T2: 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 18=1236/Mechanical, 12=1230/0-5-8 FORCES.(lb) - First Load Case Only TOP CHORD 1-18=-109, 12-19=-109, 11-19=-108, 1-2=0, 2-3=-2979, 3-4=-2979, 4-5=-4620, 5-6=-4620, 6-7=-4620, 7-8=-3038, 8-9=-3038, 9-10=-3038, 10-11=-5 BOT CHORD 17-18=2037, 16-17=4052, 15-16=4620, 14-15=4090, 13-14=4090, 12-13=2085 WEBS 5-16=-233, 6-15=-219, 2-18=-2313, 2-17=1277, 3-17=-181, 4-17=-1218, 4-16=644, 10-12=-2348, 10-13=1275, 9-13=-176, 7-13=-1193, 7-15=601 JOINT STRESS INDEX 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 8 = 0.00, 9 = 0.00, 10 = 0.00, 11 = 0.00, 12 = 0.00, 13 = 0.00, 14 = 0.00, 15 = 0.00, 16 = 0.00, 17 = 0.00, 18 = 0.00, 19 = 0.00 and 19 = 0.00 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job 15120721JF1 Truss F27 Truss Type Floor Qty 3 Ply 1 Upper Ridge Phase IV Duplex Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 10:01:19 2016 Page 1 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-Ns0?K18kwRejjJXsqzRMGOLq7B4UwATdLlEKHjzaPRE Scale = 1:33.7 B1 BL1 BL1 T1 W2 W3 W2 W2 W2W4W2W2 B2 T21 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 3x10 MT20HS FP3x8 3x6 FP 3x4 4x4 5x8 5x8 3x6 3x8 4x8 4x8 3x6 8-8-3 8-8-3 9-5-0 0-8-13 9-7-15 0-2-15 10-7-12 0-11-13 11-7-15 1-0-3 12-9-7 1-1-8 21-1-12 8-4-5 2-6-0 1-7-15 2-0-0 1-5-13 0-1-8 0-1-8 0-3-101-6-00-3-101-6-0Plate Offsets (X,Y)-- [15:0-1-8,Edge], [16:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.60 0.72 0.50 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.37 -0.66 0.10 (loc) 16-17 16-17 12 l/defl >673 >382 n/a L/d 480 240 n/a PLATES MT20 MT20HS Weight: 83 lb FT = 0%F, 0%E GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E(flat) *Except* T2: 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 18=1248/0-3-8, 12=1248/0-5-4 FORCES.(lb) - First Load Case Only TOP CHORD 18-19=-106, 1-19=-106, 12-20=-109, 11-20=-109, 1-2=-5, 2-3=-3193, 3-4=-3193, 4-5=-4751, 5-6=-4751, 6-7=-4751, 7-8=-3091, 8-9=-3091, 9-10=-3091, 10-11=-5 BOT CHORD 17-18=2064, 16-17=4230, 15-16=4751, 14-15=4175, 13-14=4175, 12-13=2117 WEBS 5-16=-217, 6-15=-235, 2-18=-2338, 2-17=1423, 3-17=-198, 4-17=-1177, 4-16=591, 10-12=-2385, 10-13=1303, 9-13=-178, 7-13=-1230, 7-15=654 JOINT STRESS INDEX 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 8 = 0.00, 9 = 0.00, 10 = 0.00, 11 = 0.00, 12 = 0.00, 13 = 0.00, 14 = 0.00, 15 = 0.00, 16 = 0.00, 17 = 0.00, 18 = 0.00, 19 = 0.00, 19 = 0.00, 20 = 0.00 and 20 = 0.00 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x3 MT20 unless otherwise indicated. 4) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job 15120721JF1 Truss F28 Truss Type Floor Qty 1 Ply 1 Upper Ridge Phase IV Duplex Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 10:01:19 2016 Page 1 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-Ns0?K18kwRejjJXsqzRMGOLkAB2Nw8tdLlEKHjzaPRE Scale = 1:40.0 B1 BL1 BL1 T1 W3 W4 W3 B2 T21 2 3 4 5 6 7 8 9 10 11 12 13 21 20 19 18 17 16 15 14 22 23 3x12 M18SHS FP4x8 3x6 FP 4x4 4x6 5x8 5x8 3x8 3x8 4x4 4x8 5x8 5x8 4x8 12-4-5 12-4-5 13-6-3 1-1-14 14-6-0 0-11-13 15-6-3 1-0-3 16-7-11 1-1-8 25-0-0 8-4-5 2-6-0 1-5-13 1-4-14 2-0-0 1-5-13 0-1-8 0-1-8 0-3-101-6-00-3-101-6-0Plate Offsets (X,Y)-- [14:Edge,0-1-8], [16:0-1-8,Edge], [17:0-1-8,Edge], [21:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.99 0.85 0.60 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.59 -1.05 0.13 (loc) 17-19 17-19 14 l/defl >500 >283 n/a L/d 480 240 n/a PLATES MT20 M18SHS Weight: 107 lb FT = 0%F, 0%E GRIP 197/144 220/195 LUMBER- TOP CHORD 2x4 DF 2850F 2.3E(flat) *Except* T2: 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 DF 2850F 2.3E(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 21=1479/0-5-8, 14=1479/0-5-4 FORCES.(lb) - First Load Case Only TOP CHORD 21-22=-111, 1-22=-111, 14-23=-111, 13-23=-110, 1-2=-5, 2-3=-3789, 3-4=-3789, 4-5=-6327, 5-6=-6327, 6-7=-6462, 7-8=-6462, 8-9=-6462, 9-10=-6462, 10-11=-3784, 11-12=-3784, 12-13=-5 BOT CHORD 20-21=2551, 19-20=5311, 18-19=6652, 17-18=6652, 16-17=6462, 15-16=5302, 14-15=2544 WEBS 7-17=106, 8-16=-443, 2-21=-2874, 2-20=1657, 3-20=-187, 4-20=-1728, 4-19=1153, 5-19=-235, 6-19=-372, 6-17=-256, 12-14=-2867, 12-15=1659, 11-15=-208, 10-15=-1722, 10-16=1317 JOINT STRESS INDEX 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 8 = 0.00, 9 = 0.00, 10 = 0.00, 11 = 0.00, 12 = 0.00, 13 = 0.00, 14 = 0.00, 15 = 0.00, 16 = 0.00, 17 = 0.00, 18 = 0.00, 19 = 0.00, 20 = 0.00, 21 = 0.00, 22 = 0.00, 22 = 0.00, 23 = 0.00 and 23 = 0.00 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x3 MT20 unless otherwise indicated. 4) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job 15120721JF1 Truss F29 Truss Type Floor Qty 1 Ply 1 Upper Ridge Phase IV Duplex Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 10:01:20 2016 Page 1 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-r2aOYN9MhlmaLT63Ogybobt2?bWDfiHmZP_tpAzaPRD Scale = 1:14.0 B1 BL1 W1 W1W1 T1 W2W2 1 2 3 4 8 7 6 5 9 1.5x3 3x6 1.5x3 3x4 3x6 3x4 3x4 1.5x3 1.5x3 7-8-8 7-8-8 2-6-0 1-11-8 0-1-8 0-3-101-6-01-6-0Plate Offsets (X,Y)-- [2:0-1-8,Edge], [3:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.40 0.37 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.07 0.01 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 480 240 n/a PLATES MT20 Weight: 32 lb FT = 0%F, 0%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 8=441/0-5-8, 5=447/Mechanical FORCES.(lb) - First Load Case Only TOP CHORD 8-9=-110, 1-9=-110, 4-5=-113, 1-2=-5, 2-3=-608, 3-4=0 BOT CHORD 7-8=608, 6-7=608, 5-6=608 WEBS 3-5=-683, 2-8=-678, 2-7=52, 3-6=50 JOINT STRESS INDEX 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 8 = 0.00, 9 = 0.00 and 9 = 0.00 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job 15120721JF1 Truss F30 Truss Type Floor Qty 1 Ply 1 Upper Ridge Phase IV Duplex Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 10:01:21 2016 Page 1 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-JE8mlj9_S3uRzdhFyOTqLpQ8k?mbO8dwo3jQMczaPRC Scale = 1:22.8 B1 W1 BL1 T1 W2 W4W3W3 W2 1 2 3 4 5 6 7 12 11 10 9 8 13 3x4 4x8 1.5x3 4x8 1.5x3 1.5x3 4x6 3x4 1.5x3 4x8 3x6 1.5x3 3x4 2-9-11 2-9-11 3-9-8 0-11-13 4-9-11 1-0-3 5-11-3 1-1-8 14-3-8 8-4-5 2-5-3 2-0-0 2-6-0 1-5-13 0-1-8 1-6-00-3-101-6-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [2:0-1-8,Edge], [8:Edge,0-1-8], [10:0-1-8,Edge], [12:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.73 0.74 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.35 -0.65 0.03 (loc) 9-10 9-10 8 l/defl >482 >258 n/a L/d 480 240 n/a PLATES MT20 Weight: 70 lb FT = 0%F, 0%E GRIP 197/144 LUMBER- TOP CHORD 2x4 DF 2850F 2.3E(flat) BOT CHORD 2x4 DF 2850F 2.3E(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 12=842/Mechanical, 8=836/0-5-4 FORCES.(lb) - First Load Case Only TOP CHORD 1-12=-20, 8-13=-102, 7-13=-102, 1-2=0, 2-3=-1673, 3-4=-1673, 4-5=-1865, 5-6=-1865, 6-7=-5 BOT CHORD 11-12=1673, 10-11=1673, 9-10=2173, 8-9=1319 WEBS 2-11=293, 3-10=134, 2-12=-1889, 6-8=-1495, 6-9=713, 5-9=-137, 4-9=-349, 4-10=-567 JOINT STRESS INDEX 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 8 = 0.00, 9 = 0.00, 10 = 0.00, 11 = 0.00, 12 = 0.00, 13 = 0.00 and 13 = 0.00 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job 15120721JF1 Truss F31 Truss Type Floor Qty 1 Ply 1 Upper Ridge Phase IV Duplex Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 10:01:21 2016 Page 1 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-JE8mlj9_S3uRzdhFyOTqLpQCM?sIO8Hwo3jQMczaPRC Scale = 1:9.0 B1 BL1 W1 W1 T1 W3 1 2 3 5 4 6 4x6 1.5x3 1.5x3 1.5x3 3x4 4x4 1-1-12 1-1-12 3-8-0 2-6-4 1-8-4 1-7-4 0-1-8 0-3-101-6-01-6-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.49 0.38 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.07 0.00 (loc) 5 4-5 4 l/defl **** >582 n/a L/d 480 240 n/a PLATES MT20 Weight: 17 lb FT = 0%F, 0%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=807/0-3-8, 4=835/0-3-8 FORCES.(lb) - First Load Case Only TOP CHORD 5-6=-325, 1-6=-324, 3-4=-271, 1-2=-15, 2-3=0 BOT CHORD 4-5=621 WEBS 2-4=-816, 2-5=-754 JOINT STRESS INDEX 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00 and 6 = 0.00 NOTES- 1) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 2) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 4-5=-20, 1-3=-460(F=-360) Job 15120721JF1 Truss F32 Truss Type Floor Qty 4 Ply 1 Upper Ridge Phase IV Duplex Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 10:01:22 2016 Page 1 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-oRi8y3AcDM0IanGRW5_3u0yGhO5x7ZM31jT_u2zaPRB Scale = 1:38.2 B1 BL1 BL1 T1 W2 W3 W2 W2 W2W4 W2W2W2 B2 T21 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 21 22 3x6 FP3x6 3x6 FP 3x4 4x6 3x6 3x6 3x8 3x4 5x6 3x6 3x4 3x8 3x6 7-9-5 7-9-5 8-11-0 1-1-11 9-11-0 1-0-0 10-11-0 1-0-0 11-1-8 0-2-8 15-10-0 4-8-8 23-10-0 8-0-0 2-6-0 1-5-13 2-0-0 1-7-3 0-1-8 0-1-8 0-3-101-6-00-3-101-6-0Plate Offsets (X,Y)-- [17:0-1-8,Edge], [18:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.90 0.80 0.36 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.37 -0.70 0.05 (loc) 18-19 18-19 13 l/defl >514 >270 n/a L/d 480 240 n/a PLATES MT20 Weight: 95 lb FT = 0%F, 0%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E(flat) *Except* T2: 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) *Except* B2: 2x4 SPF No.2(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15. REACTIONS.(lb/size) 20=926/0-5-8, 15=1447/0-5-4, 13=445/0-3-8 Max Grav20=935(LC 2), 15=1447(LC 1), 13=499(LC 4) FORCES.(lb) - First Load Case Only TOP CHORD 20-21=-108, 1-21=-107, 13-22=-102, 12-22=-102, 1-2=-5, 2-3=-2131, 3-4=-2131, 4-5=-2340, 5-6=-2340, 6-7=-2340, 7-8=-2340, 8-9=72, 9-10=-598, 10-11=-598, 11-12=-5 BOT CHORD 19-20=1522, 18-19=2610, 17-18=2340, 16-17=1385, 15-16=1385, 14-15=-72, 13-14=580 WEBS 5-18=67, 6-17=-539, 9-15=-656, 2-20=-1712, 2-19=815, 3-19=-140, 4-19=-544, 4-18=-306, 8-15=-1654, 8-17=1220, 11-13=-649, 11-14=21, 10-14=-240, 9-14=753 JOINT STRESS INDEX 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 8 = 0.00, 9 = 0.00, 10 = 0.00, 11 = 0.00, 12 = 0.00, 13 = 0.00, 14 = 0.00, 15 = 0.00, 16 = 0.00, 17 = 0.00, 18 = 0.00, 19 = 0.00, 20 = 0.00, 21 = 0.00, 21 = 0.00, 22 = 0.00 and 22 = 0.00 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x3 MT20 unless otherwise indicated. 3) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job 15120721JF1 Truss F33 Truss Type Floor Qty 1 Ply 1 Upper Ridge Phase IV Duplex Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 10:01:23 2016 Page 1 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-GdGWAPBE_g89Cxre3pVIQEVTdoTqs0HDGNCXQUzaPRA Scale = 1:26.8 B1 BL1 W1 T1 W2 W3 W2 W2 W2W4 T2 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 1.5x3 3x6 1.5x3 3x4 3x6 3x6 FP 3x4 1.5x3 4x6 4x6 1.5x3 3x4 4x6 4x6 1.5x3 8-11-0 8-11-0 9-4-5 0-5-5 9-11-0 0-6-11 10-11-0 1-0-0 11-5-8 0-6-8 16-8-8 5-3-0 2-6-0 1-5-13 2-0-0 2-4-3 0-1-8 0-3-101-6-01-6-0Plate Offsets (X,Y)-- [11:0-1-8,Edge], [12:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.83 0.63 0.38 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.37 -0.64 0.04 (loc) 12-13 12-13 10 l/defl >536 >307 n/a L/d 480 240 n/a PLATES MT20 Weight: 69 lb FT = 0%F, 0%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) *Except* T1: 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 DF 2850F 2.3E(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 14=981/0-5-4, 10=987/Mechanical FORCES.(lb) - First Load Case Only TOP CHORD 14-15=-108, 1-15=-107, 9-10=-115, 1-2=-5, 2-3=-2301, 3-4=-2301, 4-5=-2748, 5-6=-2748, 6-7=-2748, 7-8=-2748, 8-9=0 BOT CHORD 13-14=1627, 12-13=2873, 11-12=2748, 10-11=1581 WEBS 5-12=-9, 2-14=-1831, 2-13=901, 3-13=-147, 4-13=-649, 4-12=-142, 8-10=-1795, 6-11=-431, 8-11=1334 JOINT STRESS INDEX 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 8 = 0.00, 9 = 0.00, 10 = 0.00, 11 = 0.00, 12 = 0.00, 13 = 0.00, 14 = 0.00, 15 = 0.00 and 15 = 0.00 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job 15120721JF1 Truss F34 Truss Type Floor Qty 3 Ply 1 Upper Ridge Phase IV Duplex Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 10:01:24 2016 Page 1 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-kpquNlCtl_G0q5QqdW0XzR2hvCnkbR0MU1y5yxzaPR9 Scale = 1:32.7 B1 BL1 BL1 T1 W2 W3 W2 W2 W4W3W2W2 B2 T212 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 3x10 MT20HS FP3x8 5x6 3x6 FP 3x4 4x4 4x6 4x8 3x6 5x6 4x8 3x6 7-9-5 7-9-5 9-5-13 1-8-8 9-11-0 0-5-3 10-11-0 1-0-0 12-6-13 1-7-13 20-5-8 7-10-11 2-6-0 1-5-13 2-0-0 1-5-13 1-11-14 0-1-8 0-1-8 0-3-101-6-00-3-101-6-0Plate Offsets (X,Y)-- [12:Edge,0-1-8], [15:0-1-8,Edge], [16:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.60 0.71 0.48 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.36 -0.63 0.09 (loc) 16-17 16-17 12 l/defl >678 >386 n/a L/d 480 240 n/a PLATES MT20 MT20HS Weight: 80 lb FT = 0%F, 0%E GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E(flat) *Except* T2: 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 18=1206/0-5-4, 12=1206/0-3-8 FORCES.(lb) - First Load Case Only TOP CHORD 18-19=-110, 1-19=-109, 12-20=-90, 11-20=-90, 1-2=-5, 2-3=-2970, 3-4=-2970, 4-5=-4441, 5-6=-4441, 6-7=-4441, 7-8=-2690, 8-9=-2690, 9-10=-2690, 10-11=-4 BOT CHORD 17-18=2039, 16-17=3973, 15-16=4441, 14-15=3810, 13-14=3810, 12-13=1717 WEBS 5-16=-198, 6-15=-254, 2-18=-2297, 2-17=1246, 3-17=-179, 4-17=-1138, 4-16=531, 10-12=-2030, 10-13=1320, 9-13=-194, 7-13=-1271, 7-15=716 JOINT STRESS INDEX 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 8 = 0.00, 9 = 0.00, 10 = 0.00, 11 = 0.00, 12 = 0.00, 13 = 0.00, 14 = 0.00, 15 = 0.00, 16 = 0.00, 17 = 0.00, 18 = 0.00, 19 = 0.00, 19 = 0.00, 20 = 0.00 and 20 = 0.00 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x3 MT20 unless otherwise indicated. 4) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job 15120721JF1 Truss F34GR Truss Type FLOOR GIRDER Qty 1 Ply 1 Upper Ridge Phase IV Duplex Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 10:01:25 2016 Page 1 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-C?OHb5DVWHOtSE?0BEYmVfaqkc6zKtVWjhheVNzaPR8 Scale = 1:33.4 B1 BL1 BL1 T1 W2 W3 W4 W4 W8W7W4W6 B2 T3 W8 T2 1 2 3 4 5 6 7 8 9 10 11 12 13 20 19 18 17 16 15 14 21 22 23 3x12 M18SHS FP 1.5x3 3x8 1.5x3 4x10 1.5x3 1.5x3 3x6 FP 3x6 3x6 3x4 3x6 4x8 4x8 1.5x3 6x6 6x12 5x8 3x6 4x6 MSH422 7-9-5 7-9-5 8-11-0 1-1-11 9-11-0 1-0-0 10-11-0 1-0-0 12-0-0 1-1-0 20-5-8 8-5-8 2-6-0 1-5-13 2-0-0 1-11-3 1-6-8 0-1-8 0-1-8 0-3-101-6-00-3-101-6-0Plate Offsets (X,Y)-- [7:0-3-0,0-0-0], [14:Edge,0-1-8], [17:0-1-8,Edge], [18:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.72 0.78 0.53 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.30 -0.54 0.12 (loc) 17 15-17 14 l/defl >815 >445 n/a L/d 480 240 n/a PLATES MT20 M18SHS Weight: 96 lb FT = 0%F, 0%E GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 20=1312/0-5-4, 14=1826/0-3-8 FORCES.(lb) - First Load Case Only TOP CHORD 20-21=-108, 1-21=-108, 14-22=-76, 13-22=-76, 1-2=-5, 2-3=-3271, 3-4=-3271, 4-5=-3263, 5-6=-5468, 6-7=-5468, 7-8=-5468, 8-9=-4450, 9-10=-4450, 10-23=-4450, 11-23=-4450, 11-12=-22, 12-13=-3 BOT CHORD 19-20=2241, 18-19=4603, 17-18=5468, 16-17=5198, 15-16=5198, 14-15=3238 WEBS 6-18=-360, 7-17=-124, 2-20=-2524, 2-19=1378, 3-19=-130, 5-19=-1496, 5-18=972, 11-14=-3661, 11-15=1513, 10-15=-407, 8-15=-846, 8-17=319 JOINT STRESS INDEX 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 8 = 0.00, 9 = 0.00, 10 = 0.00, 11 = 0.00, 12 = 0.00, 13 = 0.00, 14 = 0.00, 15 = 0.00, 16 = 0.00, 17 = 0.00, 18 = 0.00, 19 = 0.00, 20 = 0.00, 21 = 0.00, 21 = 0.00, 22 = 0.00 and 22 = 0.00 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Use USP MSH422 (With 10d nails into Girder & 10d nails into Truss) or equivalent at 17-4-12 from the left end to connect truss(es) F14GR (1 ply 2x4 SPF) to front face of top chord, skewed 0.0 deg.to the right, sloping 0.0 deg. down. 7) Fill all nail holes where hanger is in contact with lumber. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 14-20=-20, 1-13=-100 Concentrated Loads (lb) Vert: 23=-725(F) Job 15120721JF1 Truss F35 Truss Type Floor Qty 2 Ply 1 Upper Ridge Phase IV Duplex Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 10:01:26 2016 Page 1 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-gCxfoRD7HbWk3OaClx3?2s7z?0RX3K6fyLRB1pzaPR7 Scale = 1:38.1 B1 BL1 BL1 T1 W2 W4W2 W2 W2W2W2W2 B2 T2 W3 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 21 22 3x12 M18SHS FP4x8 3x6 FP 4x6 3x4 5x8 5x8 5x12 MT18HS 5x8 4x8 4x8 3x6 3x8 7-9-5 7-9-5 8-11-0 1-1-11 9-11-0 1-0-0 10-11-0 1-0-0 23-10-0 12-11-0 2-6-0 1-5-13 2-0-0 1-8-11 0-1-8 0-1-8 0-3-101-6-00-3-101-6-0Plate Offsets (X,Y)-- [6:0-1-8,Edge], [13:Edge,0-1-8], [18:0-1-8,Edge], [20:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.88 0.88 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.53 -0.91 0.12 (loc) 16-17 16-17 13 l/defl >530 >309 n/a L/d 480 240 n/a PLATES MT20 M18SHS MT18HS Weight: 97 lb FT = 0%F, 0%E GRIP 197/144 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 DF 2850F 2.3E(flat) *Except* B2: 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 20=1409/0-8-2, 13=1409/0-3-8 FORCES.(lb) - First Load Case Only TOP CHORD 20-21=-110, 1-21=-110, 13-22=-106, 12-22=-106, 1-2=-5, 2-3=-3571, 3-4=-3571, 4-5=-5945, 5-6=-5945, 6-7=-5920, 7-8=-5920, 8-9=-5920, 9-10=-3741, 10-11=-3741, 11-12=-5 BOT CHORD 19-20=2413, 18-19=4967, 17-18=5945, 16-17=5945, 15-16=5064, 14-15=5064, 13-14=2359 WEBS 5-18=-343, 6-17=-105, 2-20=-2718, 11-14=1720, 3-19=-198, 4-19=-1584, 4-18=1111, 11-13=-2673, 10-14=-210, 9-14=-1502, 9-16=971, 8-16=-311, 6-16=-29, 2-19=1550 JOINT STRESS INDEX 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 8 = 0.00, 9 = 0.00, 10 = 0.00, 11 = 0.00, 12 = 0.00, 13 = 0.00, 14 = 0.00, 15 = 0.00, 16 = 0.00, 17 = 0.00, 18 = 0.00, 19 = 0.00, 20 = 0.00, 21 = 0.00, 21 = 0.00, 22 = 0.00 and 22 = 0.00 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x3 MT20 unless otherwise indicated. 4) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job 15120721JF1 Truss F36 Truss Type Floor Qty 1 Ply 1 Upper Ridge Phase IV Duplex Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 10:01:27 2016 Page 1 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-8OV10mEl2vebhY9PIfaEb4g7jPoIoqZoA?AlZGzaPR6 Scale = 1:26.0 B1 BL1 BL1 T1 W2 W3 W2 W2 W2W4 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 1.5x3 3x6 1.5x3 1.5x3 3x6 1.5x3 3x4 1.5x3 4x6 1.5x3 3x6 3x8 1.5x3 3x4 4x6 7-9-5 7-9-5 9-5-13 1-8-8 9-11-0 0-5-3 11-0-8 1-1-8 11-5-13 0-5-5 16-0-0 4-6-3 2-6-0 1-5-13 2-0-0 1-7-11 0-1-8 0-1-8 0-3-101-6-00-3-101-6-0Plate Offsets (X,Y)-- [10:0-1-8,Edge], [11:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.95 0.79 0.36 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.38 -0.71 0.05 (loc) 11-12 11-12 9 l/defl >492 >268 n/a L/d 480 240 n/a PLATES MT20 Weight: 63 lb FT = 0%F, 0%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 13=939/0-5-8, 9=939/0-5-8 FORCES.(lb) - First Load Case Only TOP CHORD 13-14=-108, 1-14=-108, 9-15=-123, 8-15=-122, 1-2=-5, 2-3=-2170, 3-4=-2170, 4-5=-2436, 5-6=-2436, 6-7=-2436, 7-8=-6 BOT CHORD 12-13=1546, 11-12=2674, 10-11=2436, 9-10=1502 WEBS 5-11=57, 6-10=-517, 2-13=-1739, 2-12=835, 3-12=-141, 4-12=-572, 4-11=-269, 7-9=-1700, 7-10=1182 JOINT STRESS INDEX 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 8 = 0.00, 9 = 0.00, 10 = 0.00, 11 = 0.00, 12 = 0.00, 13 = 0.00, 14 = 0.00, 14 = 0.00, 15 = 0.00 and 15 = 0.00 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job 15120721JF1 Truss F37 Truss Type Floor Qty 1 Ply 1 Upper Ridge Phase IV Duplex Job Reference (optional) Run: 7.640 s Nov 10 2015 Print: 7.640 s Nov 10 2015 MiTek Industries, Inc. Wed Mar 16 10:01:27 2016 Page 1 Universal Forest Products ID:M_3SpF6FwZCKEHPbcYkZGEy9RBK-8OV10mEl2vebhY9PIfaEb4gKZPyjovtoA?AlZGzaPR6 Scale = 1:9.0 B1 W1 W1 BL1 W1 T1 W3 1 2 3 5 4 6 3x6 3x4 1.5x3 3x6 1.5x3 3x4 1-3-3 1-3-3 3-5-8 2-2-5 1-5-11 1-5-13 0-1-8 1-6-00-3-101-6-0Plate Offsets (X,Y)-- [1:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.13 0.18 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.05 0.00 (loc) 5 4-5 4 l/defl **** >742 n/a L/d 480 240 n/a PLATES MT20 Weight: 18 lb FT = 0%F, 0%E GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=192/Mechanical, 4=186/0-3-8 FORCES.(lb) - First Load Case Only TOP CHORD 1-5=-64, 4-6=-55, 3-6=-55, 1-2=0, 2-3=-2 BOT CHORD 4-5=115 WEBS 2-4=-150, 2-5=-150 JOINT STRESS INDEX 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00 and 6 = 0.00 NOTES- 1) Refer to girder(s) for truss to truss connections. 2) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard