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HomeMy WebLinkAboutEngineering-Truss Details612 3x10 4x5 5x8 1.5x4 4x5 3x10 1 7 8 2 6 221735 18 21 19 20 4 T1 T1 B1 W1 HW1 HW1 1-6-0 -1-6-0 1-6-0 16-5-0 7-5-8 7-5-8 7-5-8 14-11-0 7-5-8 7-5-8 7-5-8 14-11-0 4-11 -14 0-10-8 4-7-4 Scale = 1:35.4 Plate Offsets (X, Y):[2:0-4-6,Edge], [6:0-4-6,Edge] LUMBER TOP CHORD 2x6 HF/SPF 1650F 1.5E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 SPF Stud SLIDER Left 2x4 SPF Stud -- 2-6-0, Right 2x4 SPF Stud -- 2-6-0 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)2=1055/0-5-8, (min. 0-1-12), 6=1055/0-5-8, (min. 0-1-12) Max Horiz 2=-58 (LC 11) Max Uplift 2=-19 (LC 13), 6=-19 (LC 13) 1 1LOAD CASE(S) Standard 20 LIARD LANEJobTrussTruss Type Qty Ply R01 15 13610433Common Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Tue Aug 01 19:46:55 Page: 1 ID:3YRiFRgooUjwrsNacNnCKcys7nn-A?agbIXECpBP7wVc4FUOlOOrcN9y3nkBymQrLTys5zm 712 512 4x8 3x4 1.5x4 3x6 5x6 4x5 5x8 2x6 5x6 4x5 3x6 1.5x4 3x4 3x10 1 91014 822623 73 111312 2524 645 T1 T2 T1 B1 B1W1 W2 W3 W3 W2 W1 W4 HW1 HW2 1-1-6 8-8-4 1-1-6 9-9-10 3-11-3 3-11-3 3-7-11 13-5-5 3-7-11 7-6-14 3-11-3 17-4-8 0-5-8 0-5-8 0-5-8 17-4-8 0-11-10 8-8-4 0-11-10 9-7-14 3-5-11 16-11-0 3-5-11 3-11-3 3-9-7 13-5-5 3-9-7 7-8-10 0-10-6 5-3-6 3-5-2 Scale = 1:48.4 Plate Offsets (X, Y):[1:0-1-0,0-1-6], [4:0-4-0,0-2-4], [6:0-4-0,0-2-4], [9:0-4-0,Edge] LUMBER TOP CHORD 2x6 HF/SPF 1650F 1.5E *Except* T2:2x4 HF/SPF 1650F 1.5E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 SPF Stud *Except* W4:2x6 HF/SPF 1650F 1.5E SLIDER Left 2x4 SPF Stud -- 2-7-1, Right 2x4 SPF Stud -- 2-6-0 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=1042/ Mechanical, (min. 0-1-8), 9=1042/0-5-8, (min. 0-1-8) Max Horiz 1=-70 (LC 9) Max Grav 1=1281 (LC 31), 9=1281 (LC 31) 2 2LOAD CASE(S) Standard 20 LIARD LANEJobTrussTruss Type Qty Ply R01G 1 23610433Hip Girder Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Tue Aug 01 19:46:55 Page: 1 ID:Q3ISQn8GcTdO1rs4O3zLPrys7nA-eB82oeXtz7JGl44odz?dIcx0GmRMoDhKBQAPtvys5zl 612 3x10 3x10 3x6 4x5 3x6 3x10 3x10 1 11 16 15 14 13 12 2 10 2017 3 948 18 19 5 7 6 T1 T1 T2 T2 B1 HW1 HW1 ST3 ST2 ST1 ST2 ST1 1-6-0 -1-6-0 1-6-0 16-5-0 1-9-7 1-9-7 1-9-7 14-11-0 5-8-1 7-5-8 5-8-1 13-1-9 14-11-0 4-5-12 0-10-8 0-4-6 0-4-6 1-4-14 1-9-4 2-3-14 4-1-2 Scale = 1:38.9 Plate Offsets (X, Y):[2:0-3-8,Edge], [2:0-3-8,Edge], [10:0-3-8,Edge], [10:0-3-8,Edge] LUMBER TOP CHORD 2x6 HF/SPF 1650F 1.5E *Except* T2:2x4 HF/SPF 1650F 1.5E BOT CHORD 2x4 HF/SPF 1650F 1.5E OTHERS 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud Right: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS All bearings 14-11-0. (lb) -Max Horiz 2=-53 (LC 11) Max Uplift All uplift 100 (lb) or less at joint(s) 2, 10, 13, 15 Max Grav All reactions 250 (lb) or less at joint(s) 14 except 2=467 (LC 17), 10=467 (LC 17), 12=343 (LC 19), 13=300 (LC 19), 15=300 (LC 18), 16=343 (LC 18) 3 3LOAD CASE(S) Standard 20 LIARD LANEJobTrussTruss Type Qty Ply R01GE 2 13610433Common Supported Gable Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Tue Aug 01 19:46:55 Page: 1 ID:lN0o86Uyw43sIfhMlpSrGlys7k8-A?agbIXECpBP7wVc4FUOlOOvwND_3nrBymQrLTys5zm 312 3x10 4x5 1.5x4 3x4 3x6 3x6 7 6 1 2 12 3 13 4 14 5 T1 W3 B1 W1 W2 HW1 1-6-0 -1-6-0 6-1-0 6-1-0 6-1-0 12-2-0 6-1-0 6-1-0 6-1-0 12-2-0 3-11 -0 0-10-8 3-11 -0 Scale = 1:31.8 Plate Offsets (X, Y):[2:0-4-13,Edge] LUMBER TOP CHORD 2x6 HF/SPF 1650F 1.5E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 SPF Stud *Except* W2:2x4 HF/SPF 1650F 1.5E SLIDER Left 2x4 SPF Stud -- 2-6-0 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)2=887/0-5-8, (min. 0-1-9), 6=711/ Mechanical, (min. 0-1-8) Max Horiz 2=97 (LC 12) Max Uplift 2=-37 (LC 9), 6=-6 (LC 9) Max Grav 2=951 (LC 18), 6=857 (LC 18) 4 4LOAD CASE(S) Standard 20 LIARD LANEJobTrussTruss Type Qty Ply R02 7 13610433Monopitch Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Tue Aug 01 19:46:55 Page: 1 ID:OyGlE1r85_jlH7PxyOTexsys7jh-A?agbIXECpBP7wVc4FUOlOOrbN9c3e_BymQrLTys5zm 712 6x8 4x8 3x10 4x8 5x6 7x8 3x6 3x10 5x6 4x5 Special Special Special Special Special Special 16 17 10 9 18 19 8 20 7 6 1 5 2 4 14 15 3 T2 T1 W5 B2B1 W3 W2W1 W2 W1 W4 HW1 2-8-2 16-9-8 4-10-2 4-10-2 4-7-10 9-5-12 4-7-10 14-1-6 2-8-2 16-9-8 4-7-10 9-5-12 4-7-10 14-1-6 4-10-2 4-10-2 0-10-6 2-1-9 6-4-12 Scale = 1:42 Plate Offsets (X, Y):[1:0-1-1,0-1-8], [6:Edge,0-3-8], [7:0-3-8,0-1-8], [8:0-4-0,0-4-12] LUMBER TOP CHORD 2x6 HF/SPF 1650F 1.5E BOT CHORD 2x6 HF/SPF 1650F 1.5E WEBS 2x4 SPF Stud WEDGE Left: 2x6 HFSPF 1650F 1.5E 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)1=4826/0-5-8, (min. 0-4-0), 6=3545/0-5-8, (min. 0-2-15) Max Horiz 6=108 (LC 10) 5 5 20 LIARD LANEJobTrussTruss Type Qty Ply R02G 1 23610433Common Girder Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Tue Aug 01 19:46:55 Page: 1 ID:au0CFDb1V1Xyje8rbQbASxys7ij-eB82oeXtz7JGl44odz?dIcx1BmNTo2NKBQAPtvys5zl 312 3x10 3x10 3x4 3x4 4x12 4x5 23 22 21 20 19 18 17 16 15 14 1 2 25 3 24 4 5 6 7 8 13926271012 11 T1 W3 T3 T2 T4 B1 B2 W1 W2 HW1 BL1 ST6ST5 ST4ST3ST2ST1 ST5 1-6-0 -1-6-0 1-11-5 1-11-5 3-9-0 16-2-8 4-8-12 6-8-0 5-9-8 12-5-8 4-4-8 20-7-0 0-7-4 12-9-2 7-9-14 20-7-0 12-1-14 12-1-14 4-5-7 0-10-8 3-4-5 3-1-2 1-0-10 0-4-13 0-4-13 0-11 -8 1-4-5 3-1-2 4-5-7 Scale = 1:50.9 Plate Offsets (X, Y):[2:0-3-8,Edge], [2:0-3-8,Edge] LUMBER TOP CHORD 2x4 HF/SPF 1650F 1.5E *Except* T1:2x6 HF/SPF 1650F 1.5E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud *Except* BL1:2x8 DF 1950F 1.7E WEDGE Left: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS All bearings 20-7-0. (lb) -Max Horiz 2=94 (LC 12) Max Uplift All uplift 100 (lb) or less at joint(s) 2, 14, 15, 17, 18, 19, 20, 21, 22 Max Grav All reactions 250 (lb) or less at joint(s) 14, 16, 18, 19, 21, 22 except 2=496 (LC 17), 15=381 (LC 19), 17=256 (LC 18), 20=261 (LC 1), 23=383 (LC 18) 6 6 20 LIARD LANEJobTrussTruss Type Qty Ply R02GE 1 13610433Common Supported Gable Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Tue Aug 01 19:46:55 Page: 1 ID:Olx20z_gY3pDJgYf_Dcro_ys7eL-A?agbIXECpBP7wVc4FUOlOOuYNDZ3kuBymQrLTys5zm 312 1.5x4 4x5 3x6 3x4 3x6 3x4 7 6 5 1 2 8 9 3 10 4 T1 W5 W1 B1 W3 W4 W2 1-6-0 -1-6-0 3-6-0 3-6-0 6-1-0 9-7-0 3-6-0 3-6-0 6-1-0 9-7-0 3-11 -0 1-6-4 3-11 -0 Scale = 1:30.4 LUMBER TOP CHORD 2x6 HF/SPF 1650F 1.5E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)5=542/ Mechanical, (min. 0-1-8), 7=743/0-5-8, (min. 0-1-8) Max Horiz 7=98 (LC 10) Max Uplift 5=-5 (LC 9), 7=-41 (LC 9) Max Grav 5=644 (LC 18), 7=796 (LC 18) 7 7 20 LIARD LANEJobTrussTruss Type Qty Ply R03 6 13610433Monopitch Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Tue Aug 01 19:46:55 Page: 1 ID:61AzyS7FBFnlCHJw3gp790ys7cs-eB82oeXtz7JGl44odz?dIcx1wmWgo55KBQAPtvys5zl 312 3x6 1.5x4 2x4 1.5x4 2x4 1.5x4 2x4 1.5x4 2x4 1.5x4 2x4 1.5x4 2x4 15 14 13 12 11 10 9 1 2 16 3 4 17 5 6 18 7 8 W1 T1 W2 B1 ST5 ST4 ST3 ST2 ST1 1-6-0 -1-6-0 12-2-0 12-2-0 12-2-0 3-11 -0 0-10-8 3-11 -0 Scale = 1:30.8 LUMBER TOP CHORD 2x6 HF/SPF 1650F 1.5E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS All bearings 12-2-0. (lb) -Max Horiz 15=100 (LC 10) Max Uplift All uplift 100 (lb) or less at joint(s) 9, 10, 11, 12, 13, 15 except 14=-104 (LC 17) Max Grav All reactions 250 (lb) or less at joint(s) 9, 14 except 10=309 (LC 18), 11=300 (LC 18), 12=295 (LC 18), 13=273 (LC 18), 15=497 (LC 17) 8 8 20 LIARD LANEJobTrussTruss Type Qty Ply R03GE 1 13610433Monopitch Supported Gable Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Tue Aug 01 19:46:55 Page: 1 ID:LrK46n3Z2vUpx6ij3LiAmFys7bf-eB82oeXtz7JGl44odz?dIcx4kmZ3oE3KBQAPtvys5zl 312 3x4 5x8 3x4 5x6 3x4 4x8 3x4 3x6 3x10 3x6 11 10 9 8 7 1 2 12 3 4 13 5 14 6 T2 T1 W7 W1 B1 B2 W3 W4 W5 W6 W2 1-6-0 -1-6-0 5-0-3 5-0-3 7-3-11 12-3-13 7-7-3 19-11-0 5-0-3 5-0-3 7-3-11 12-3-13 7-7-3 19-11-0 6-6-0 1-6-4 6-6-0 Scale = 1:41.7 Plate Offsets (X, Y):[2:0-3-0,0-2-8], [9:0-3-0,0-1-8] LUMBER TOP CHORD 2x6 HF/SPF 1650F 1.5E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 SPF Stud *Except* W6:2x4 HF/SPF 1650F 1.5E BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)7=1170/ Mechanical, (min. 0-1-8), 11=1355/0-5-8, (min. 0-2-6) Max Horiz 11=169 (LC 10) Max Uplift 7=-13 (LC 9), 11=-38 (LC 9) Max Grav 7=1453 (LC 18), 11=1450 (LC 18) 9 9 20 LIARD LANEJobTrussTruss Type Qty Ply R04 6 13610433Monopitch Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Tue Aug 01 19:46:55 Page: 1 ID:BuNKLWazcJE4RJllu5RULcys7Zi-eB82oeXtz7JGl44odz?dIcx_BmRQo00KBQAPtvys5zl 4 12 5x8 3x10 3x6 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1 9 8 7 2 10 3 11 4 12 5 6 T1 W1T2 B1 HW1 ST1 ST2 2-0-0 -2-0-0 1-10-12 1-10-12 6-11-12 8-10-8 8-10-8 3-7-8 0-10-8 3-4-3 0-4-11 0-4-11 1-1-6 1-6-1 Scale = 1:30.7 Plate Offsets (X, Y):[2:0-1-8,0-0-12], [2:0-3-8,Edge] LUMBER TOP CHORD 2x6 HF/SPF 1650F 1.5E *Except* T2:2x4 HF/SPF 1650F 1.5E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS All bearings 8-10-8. (lb) -Max Horiz 2=85 (LC 12) Max Uplift All uplift 100 (lb) or less at joint(s) 2, 8, 9 Max Grav All reactions 250 (lb) or less at joint(s) 7 except 2=613 (LC 17), 8=309 (LC 18), 9=432 (LC 18) 10 10 20 LIARD LANEJobTrussTruss Type Qty Ply R04GE 1 13610433Monopitch Supported Gable Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Tue Aug 01 19:46:55 Page: 1 ID:OFtcT1Aq_NJakMh3_lovYyys7WL-eB82oeXtz7JGl44odz?dIcx2YmYXoEwKBQAPtvys5zl 312 3x4 5x6 4x12 3x10 3x4 3x6 3x4 7 6 5 1 8 2 9 3 10 4 T2 T1 W5 W1 B1 W2 W4W3 7-7-3 15-11-0 8-3-13 8-3-13 7-7-3 15-11-0 8-3-13 8-3-13 6-6-0 2-6-4 6-6-0 Scale = 1:39.9 Plate Offsets (X, Y):[1:0-3-0,0-2-0], [6:0-3-8,0-1-8] LUMBER TOP CHORD 2x6 HF/SPF 1650F 1.5E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 SPF Stud *Except* W2,W4:2x4 HF/SPF 1650F 1.5E 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. WEBS 1 Row at midpt 3-5 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)5=938/ Mechanical, (min. 0-1-8), 7=938/0-5-8, (min. 0-1-10) Max Horiz 7=162 (LC 10) Max Uplift 5=-11 (LC 9) Max Grav 5=1126 (LC 17), 7=1003 (LC 17) 11 11 20 LIARD LANEJobTrussTruss Type Qty Ply R05 5 13610433Monopitch Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Tue Aug 01 19:46:55 Page: 1 ID:L_dVknDOU6HEgkrnaWsJaIys7V_-eB82oeXtz7JGl44odz?dIcxykmTMoA9KBQAPtvys5zl 312 4x6 3x10 3x10 3x4 3x4 3x4 3x6 5x10 26 25 24 23 22 21 20 19 18 17 1 2 3 27 4 5 6 7 8 28 9 10 11 12 13 1429 15 16 T5 T1 T2 W1 T4 T3 B1 B2 ST4ST3ST2ST1 ST5 ST6 ST7 ST8 HW1 0-7-11 -0-7-11 0-10-5 -1-6-0 3-6-11 18-10-11 1-11-5 20-10-0 15-4-0 15-4-0 20-10-0 6-5-3 0-10-8 6-1-0 4-2-8 0-4-13 0-4-13 0-11 -8 1-4-5 4-2-8 5-6-13 0-10 -5 6-5-3 Scale = 1:49.9 Plate Offsets (X, Y):[3:0-3-8,Edge], [3:0-3-8,Edge], [15:0-5-0,0-1-12] LUMBER TOP CHORD 2x6 HF/SPF 1650F 1.5E *Except* T4,T3:2x4 HF/SPF 1650F 1.5E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS All bearings 20-10-0. (lb) -Max Horiz 3=163 (LC 10) Max Uplift All uplift 100 (lb) or less at joint(s) 3, 17, 18, 19, 20, 21, 22, 23, 24 Max Grav All reactions 250 (lb) or less at joint(s) 22, 24 except 3=494 (LC 17), 17=463 (LC 18), 18=286 (LC 18), 19=325 (LC 18), 20=325 (LC 18), 21=306 (LC 18), 23=258 (LC 1), 26=413 (LC 1) 12 12 20 LIARD LANEJobTrussTruss Type Qty Ply R05GE 1 13610433Monopitch Supported Gable Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Tue Aug 01 19:46:55 Page: 1 ID:ObblNcjgQvhDr8RK0jY4oFys7QT-eB82oeXtz7JGl44odz?dIcx3WmYioEPKBQAPtvys5zl 312 3x10 4x5 2x4 3x6 4x6 3x6 3x6 6x16 8x16 3x6 5x6 3x4 3x4 4x6 3x6 8x16 1.5x4 4x5 3x10 20 19 18 17 16 15 1 142133943 312132 352236 3 12 1141054042 6 9741 8 T2 T1 T2 T1 B1 B2 B3 W1 W2 W3 W6 W7 W8 W9W4W5 W10 W11 BL1 BL2 HW1 HW1 1-6-0 33-11-0 1-6-0 -1-6-0 1-6-11 12-5-8 3-9-0 16-2-8 5-3-11 10-10-13 5-3-11 21-6-3 5-4-8 32-5-0 5-6-5 27-0-8 5-7-3 5-7-3 0-4-10 12-10-2 0-4-10 12-5-8 0-4-10 27-0-8 0-4-10 27-5-2 4-11-14 32-5-0 5-8-6 12-0-14 6-4-8 6-4-8 6-10-14 19-9-0 6-10-14 26-7-14 0-10-8 4-11 -2 1-0-10 Scale = 1:62.4 Plate Offsets (X, Y):[2:0-4-13,Edge], [13:0-4-13,Edge] LUMBER TOP CHORD 2x6 HF/SPF 1650F 1.5E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 SPF Stud OTHERS 2x10 DF 1950F 1.7E SLIDER Left 2x4 SPF Stud -- 2-6-0, Right 2x4 SPF Stud -- 2-6-0 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, Except: 6-0-0 oc bracing: 13-15. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS All bearings 0-5-8. except 21=0-7-1, 22=0-7-1 (lb) -Max Horiz 2=44 (LC 9) Max Uplift All uplift 100 (lb) or less at joint(s) 2, 13, 22 Max Grav All reactions 250 (lb) or less at joint(s) except 2=893 (LC 18), 13=407 (LC 1), 21=1701 (LC 18), 22=1406 (LC 19) 13 13 20 LIARD LANEJobTrussTruss Type Qty Ply R06 6 13610433Common Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Tue Aug 01 19:46:55 Page: 1 ID:OyGlE1r85_jlH7PxyOTexsys7jh-A?agbIXECpBP7wVc4FUOlOOu6N9u3bwBymQrLTys5zm 3 12 10 9 8 7 6 1 2 11 3 12 4 5 W1 W2 T1 B1 ST3 ST2 ST1 7-7-0 7-7-0 2-9-13 0-11-1 2-9-13 Scale = 1:20.5 LUMBER TOP CHORD 2x4 HF/SPF 1650F 1.5E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS All bearings 7-7-0. (lb) -Max Horiz 10=67 (LC 10) Max Uplift All uplift 100 (lb) or less at joint(s) 6, 7, 8, 9 Max Grav All reactions 250 (lb) or less at joint(s) 6, 9, 10 except 7=288 (LC 17), 8=270 (LC 17) 14 14 20 LIARD LANEJobTrussTruss Type Qty Ply R06GE 1 13610433Monopitch Supported Gable Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Tue Aug 01 19:46:55 Page: 1 ID:QU9rGRZeF5h2ToJ?TGY6cHys78c-eB82oeXtz7JGl44odz?dIcx5NmZ5oEIKBQAPtvys5zl 3 12 3x10 4x5 2x4 1.5x4 5 1 2 10 3 4 T1 W1 B1 HW1 1-6-0 -1-6-0 5-1-0 5-1-0 5-1-0 2-1-12 0-10-8 2-1-12 Scale = 1:25.5 Plate Offsets (X, Y):[2:0-4-13,Edge] LUMBER TOP CHORD 2x6 HF/SPF 1650F 1.5E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 SPF Stud SLIDER Left 2x4 SPF Stud -- 2-6-0 BRACING TOP CHORD Structural wood sheathing directly applied or 5-1-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)2=476/0-5-8, (min. 0-1-8), 5=272/ Mechanical, (min. 0-1-8) Max Horiz 2=48 (LC 12) Max Uplift 2=-41 (LC 9) Max Grav 2=504 (LC 18), 5=309 (LC 18) 15 15 20 LIARD LANEJobTrussTruss Type Qty Ply R07 6 13610433Monopitch Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Tue Aug 01 19:46:55 Page: 1 ID:B0etyAffMYivR1wYxyh?xzys78U-eB82oeXtz7JGl44odz?dIcx39mYeoFJKBQAPtvys5zl 312 3x10 3x10 3x4 3x10 5x8 19 18 17 16 15 14 13 1 2 20 3 4 5 6 7 8 9 10 11 12 W1 T1 T1 T2 B1 ST3 ST2 ST1 ST4 ST5 ST6 HW1 1-6-0 -1-6-0 1-11-5 15-2-0 13-2-11 13-2-11 15-2-0 5-0-8 0-10-8 4-8-02-9-8 0-4-13 0-4-13 0-11 -8 1-4-5 2-9-8 4-1-13 0-10 -11 5-0-8 Scale = 1:41.6 Plate Offsets (X, Y):[2:0-3-8,Edge], [2:0-3-8,Edge], [11:0-5-7,0-2-8] LUMBER TOP CHORD 2x6 HF/SPF 1650F 1.5E *Except* T2:2x4 HF/SPF 1650F 1.5E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS All bearings 15-2-0. (lb) -Max Horiz 2=125 (LC 10) Max Uplift All uplift 100 (lb) or less at joint(s) 2, 13, 14, 15, 16, 17, 18, 19 Max Grav All reactions 250 (lb) or less at joint(s) 14, 18 except 2=499 (LC 17), 13=483 (LC 17), 15=292 (LC 18), 16=318 (LC 18), 17=279 (LC 18), 19=302 (LC 18) 16 16 20 LIARD LANEJobTrussTruss Type Qty Ply R07GE 1 13610433Monopitch Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Tue Aug 01 19:46:55 Page: 1 ID:d43GHC9?2E8JfvbT3NHcO?ys6zW-eB82oeXtz7JGl44odz?dIcx3ImY6oE6KBQAPtvys5zl 412 4x12 4x5 2x4 3x6 2x4 1 6 2 11 3 12 4 13 5 T1 W2 B1 W1 HW1 2-0-0 -2-0-0 4-5-4 4-5-4 4-5-4 8-10-8 8-10-8 4-1-5 0-10-8 3-10 -0 Scale = 1:28.1 Plate Offsets (X, Y):[2:0-4-11,Edge] LUMBER TOP CHORD 2x6 HF/SPF 1650F 1.5E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 SPF Stud SLIDER Left 2x4 SPF Stud -- 2-6-0 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)2=756/0-5-8, (min. 0-1-8), 6=499/ Mechanical, (min. 0-1-8) Max Horiz 2=96 (LC 12) Max Uplift 2=-38 (LC 13) Max Grav 2=802 (LC 18), 6=603 (LC 18) 17 17 20 LIARD LANEJobTrussTruss Type Qty Ply R08 8 13610433Monopitch Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Tue Aug 01 19:46:55 Page: 1 ID:6Rq223pxnKPtazZobfFkSuys6xN-eB82oeXtz7JGl44odz?dIcx2MmUboAPKBQAPtvys5zl 312 3x10 3x10 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 4x8 4x6 11 10 9 8 1 122 13 3 14 4 5 15 6 7 T1 W1T2 B1 BL1 ST1 ST2 ST3 HW1 1-6-0 -1-6-0 1-11-5 1-11-5 8-10-3 10-9-8 0-5-8 10-9-8 10-4-0 10-4-0 3-1-3 0-10-8 2-6-15 0-6-4 0-4-13 0-4-13 0-11 -8 1-4-5 Scale = 1:36.5 Plate Offsets (X, Y):[2:0-3-8,Edge], [2:0-3-8,Edge] LUMBER TOP CHORD 2x6 HF/SPF 1650F 1.5E *Except* T2:2x4 HF/SPF 1650F 1.5E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud *Except* BL1:2x6 HF/SPF 1650F 1.5E WEDGE Left: 2x4 SPF Stud 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS All bearings 10-9-8. (lb) -Max Horiz 2=74 (LC 12) Max Uplift All uplift 100 (lb) or less at joint(s) 2, 8, 9, 10 Max Grav All reactions 250 (lb) or less at joint(s) 8, 10 except 2=497 (LC 17), 9=350 (LC 18), 11=391 (LC 18) 18 18 20 LIARD LANEJobTrussTruss Type Qty Ply R08GE 1 13610433Monopitch Supported Gable Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Tue Aug 01 19:46:55 Page: 1 ID:unuMQEWxuSrVA1a7YYoaLLys6wS-eB82oeXtz7JGl44odz?dIcx3ImYuoE3KBQAPtvys5zl 312 6x8 4x5 4x8 1.5x4 3x4 3x4 7x8 3x10 2x6 11 10 9 8 1 2 16 3 4 17 5 18 6 7 T2 T1 W5 B1 B2 W1 W2 W3 W4 HW1 0-0-13 13-10-5 1-6-0 -1-6-0 6-9-0 13-9-8 7-0-8 7-0-8 6-11-11 20-10-0 6-9-0 13-9-8 7-0-8 7-0-8 7-0-8 20-10-0 0-10-8 6-1-0 6-5-3 Scale = 1:44.6 Plate Offsets (X, Y):[2:0-4-13,Edge], [5:0-4-0,0-5-0] LUMBER TOP CHORD 2x6 HF/SPF 1650F 1.5E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 SPF Stud *Except* W2,W4:2x4 HF/SPF 1650F 1.5E SLIDER Left 2x4 SPF Stud -- 2-6-0 BRACING TOP CHORD Structural wood sheathing directly applied or 4-9-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=1397/0-5-8, (min. 0-2-7), 8=1401/0-5-8, (min. 0-2-14) Max Horiz 2=163 (LC 10) Max Uplift 2=-32 (LC 9), 8=-28 (LC 9) Max Grav 2=1473 (LC 18), 8=1755 (LC 18) 19 19 20 LIARD LANEJobTrussTruss Type Qty Ply R09 4 13610433Monopitch Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Tue Aug 01 19:46:55 Page: 1 ID:0HBG9gg5qSUfD13dpnXdM4ys6wF-eB82oeXtz7JGl44odz?dIcx_QmO6o6uKBQAPtvys5zl 312 712 4x12 3x10 3x6 4x5 4x5 3x4 4x5 3x10 5x8 15 1 25 24 23 22 21 20 1918 17 16 142 26 3 4 13512627 117 108 9 T1 T3 T5 T2 T4 B1 B2 ST6 ST5 ST4 ST3ST2ST1 ST7 ST8 ST9 HW1 HW2 2-0-0 -2-0-0 2-0-0 25-8-0 1-11-5 1-11-5 1-8-12 23-8-0 6-3-15 8-3-4 5-11-0 14-2-4 7-9-0 21-11-4 23-8-0 6-9-1 0-10-8 0-10-6 1-1-5 4-0-9 0-4-0 0-4-0 0-0-13 0-4-13 0-11 -8 1-4-5 0-6-2 1-10 -7 0-7-3 2-5-10 3-4-11 5-10 -6 0-0-11 5-11 -1 Scale = 1:60.5 Plate Offsets (X, Y):[2:0-3-8,Edge], [2:0-3-8,Edge], [6:0-2-8,Edge], [9:0-1-14,Edge], [14:0-2-8,0-0-13], [14:0-3-8,Edge] LUMBER TOP CHORD 2x4 HF/SPF 1650F 1.5E *Except* T1,T5:2x6 HF/SPF 1650F 1.5E BOT CHORD 2x4 HF/SPF 1650F 1.5E OTHERS 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud Right: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 23-8-0. (lb) -Max Horiz 2=91 (LC 12) Max Uplift All uplift 100 (lb) or less at joint(s) 2, 14, 16, 17, 18, 21, 22, 23, 24, 25 Max Grav All reactions 250 (lb) or less at joint(s) 20, 23 except 2=657 (LC 17), 14=629 (LC 17), 16=302 (LC 19), 17=325 (LC 19), 18=364 (LC 19), 21=343 (LC 18), 22=286 (LC 35), 24=286 (LC 34), 25=396 (LC 34) 20 20 20 LIARD LANEJobTrussTruss Type Qty Ply R09GE 1 13610433Roof Special Supported Gable Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Tue Aug 01 19:46:55 Page: 1 ID:ctjY39HXVJEnhTkB5CQpF7ys6uA-eB82oeXtz7JGl44odz?dIcx1FmXsoD3KBQAPtvys5zl 3 12 3x10 4x5 2x4 1.5x4 5 1 2 3 4 T1 W1 B1 HW1 1-6-0 -1-6-0 4-2-0 4-2-0 4-2-0 1-11 -0 0-10-8 1-11 -0 Scale = 1:25.4 Plate Offsets (X, Y):[2:0-4-13,Edge] LUMBER TOP CHORD 2x6 HF/SPF 1650F 1.5E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 SPF Stud SLIDER Left 2x4 SPF Stud -- 2-6-0 BRACING TOP CHORD Structural wood sheathing directly applied or 4-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)2=427/0-5-8, (min. 0-1-8), 5=211/ Mechanical, (min. 0-1-8) Max Horiz 2=42 (LC 12) Max Uplift 2=-42 (LC 9) Max Grav 2=444 (LC 18), 5=237 (LC 18) 21 21 20 LIARD LANEJobTrussTruss Type Qty Ply R10 7 13610433Monopitch Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Tue Aug 01 19:46:55 Page: 1 ID:Cq5GalfzCr8NvEc9PDU40fys6th-eB82oeXtz7JGl44odz?dIcx4AmYVoFJKBQAPtvys5zl 312 8x12 1.5x4 1.5x4 1.5x4 3x4 1.5x4 1.5x4 4x5 1.5x4 1.5x4 4x5 4x12 11 10 9 8 1 2 18 3 19 4 5 20 6 7 T1 T1 W3T2 B1 W1 W2 HW1 ST1 ST2 ST3 1-6-0 -1-6-0 2-0-10 11-5-8 3-8-2 9-4-14 5-8-12 5-8-12 2-1-4 11-5-8 2-4-12 2-4-12 3-4-0 5-8-12 3-7-8 9-4-4 4-1-1 0-10-8 3-8-14 1-10 -1 0-4-13 0-4-13 0-11 -8 1-4-5 1-10 -1 3-2-6 0-0-13 3-3-3 0-9-13 4-1-1 Scale = 1:36.1 Plate Offsets (X, Y):[3:0-5-12,0-5-14], [6:0-6-0,0-1-12] LUMBER TOP CHORD 2x6 HF/SPF 1650F 1.5E *Except* T2:2x4 HF/SPF 1650F 1.5E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS All bearings 0-3-8. except 8=2-3-0, 2=2-6-8 (lb) -Max Horiz 2=99 (LC 10) Max Uplift All uplift 100 (lb) or less at joint(s) 2, 8 Max Grav All reactions 250 (lb) or less at joint(s) 9, 11 except 2=711 (LC 18), 8=789 (LC 18) 22 22 20 LIARD LANEJobTrussTruss Type Qty Ply R11 1 13610433Monopitch Structural Gable Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Tue Aug 01 19:46:55 Page: 1 ID:HcBwhaH0e00NzqrvGMuWRwys6rb-eB82oeXtz7JGl44odz?dIcx?mmOOo4VKBQAPtvys5zl 312 3x10 4x5 1.5x4 3x4 3x6 2x6 8 7 1 2 13 3 14 4 15 5 6 T1 W3 B1 W1 W2 HW1 1-6-0 -1-6-0 5-8-12 5-8-12 5-8-12 11-5-8 5-8-12 5-8-12 5-8-12 11-5-8 0-10-8 3-8-14 4-1-1 Scale = 1:31.6 Plate Offsets (X, Y):[2:0-4-13,Edge] LUMBER TOP CHORD 2x6 HF/SPF 1650F 1.5E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 SPF Stud SLIDER Left 2x4 SPF Stud -- 2-6-0 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)2=834/0-5-8, (min. 0-1-8), 7=838/0-5-8, (min. 0-1-11) Max Horiz 2=99 (LC 10) Max Uplift 2=-34 (LC 9), 7=-29 (LC 13) Max Grav 2=879 (LC 18), 7=1022 (LC 18) 23 23 20 LIARD LANEJobTrussTruss Type Qty Ply R12 6 13610433Monopitch Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Tue Aug 01 19:46:55 Page: 1 ID:EpuzphwG9IirqzP5t_Kx55ys6qm-eB82oeXtz7JGl44odz?dIcx2umVko2dKBQAPtvys5zl 312 3x10 4x5 1.5x4 3x4 3x4 3x4 7 6 1 2 12 3 13 4 14 5 T1 W3 B1 W1 W2 HW1 1-6-0 -1-6-0 5-8-12 5-8-12 5-8-12 11-5-8 5-8-12 5-8-12 5-8-12 11-5-8 3-8-14 0-10-8 3-8-14 Scale = 1:31.2 Plate Offsets (X, Y):[2:0-4-13,Edge] LUMBER TOP CHORD 2x6 HF/SPF 1650F 1.5E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 SPF Stud SLIDER Left 2x4 SPF Stud -- 2-6-0 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)2=845/0-5-8, (min. 0-1-8), 6=668/0-5-8, (min. 0-1-8) Max Horiz 2=92 (LC 12) Max Uplift 2=-37 (LC 9), 6=-6 (LC 9) Max Grav 2=906 (LC 18), 6=802 (LC 18) 24 24 20 LIARD LANEJobTrussTruss Type Qty Ply R14 1 13610433Monopitch Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Tue Aug 01 19:46:55 Page: 1 ID:i4Z2IHmYwVO3caALP_47Ofys6ph-eB82oeXtz7JGl44odz?dIcx1vmUNo1mKBQAPtvys5zl 712 5 12 5x10 4x5 2x4 5x10 5x8 2x4 4x5 5x10 1 9 2 8 3 7 4 6 2219 10 2120 5 T1 T1 B1 B1 W2 W1W1 HW1 HW1 2-0-0 19-4-8 2-0-0 -2-0-0 4-2-6 12-10-10 4-2-6 8-8-4 4-5-14 17-4-8 4-5-14 4-5-14 0-5-8 0-5-8 0-5-8 17-4-8 8-2-12 8-8-4 8-2-12 16-11-0 6-9-3 0-10-6 5-11 -3 3-5-2 Scale = 1:43.1 Plate Offsets (X, Y):[2:0-0-13,Edge], [8:0-3-5,Edge] LUMBER TOP CHORD 2x6 HF/SPF 1650F 1.5E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 SPF Stud SLIDER Left 2x4 SPF Stud -- 2-6-0, Right 2x4 SPF Stud -- 2-6-0 BRACING TOP CHORD Structural wood sheathing directly applied or 5-1-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)2=1254/0-5-8, (min. 0-1-13), 8=1254/0-5-8, (min. 0-1-13) Max Horiz 2=97 (LC 12) Max Uplift 2=-27 (LC 13), 8=-27 (LC 13) 25 25 20 LIARD LANEJobTrussTruss Type Qty Ply R15 3 13610433Scissor Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Tue Aug 01 19:46:55 Page: 1 ID:yRm0bE6AnbNJQd9hPoZ8O3ys6ny-6OiQ0_YVkQR7NDf_BgWsqpUCYAm5XUTUP4vyPLys5zk 712 5 12 5x10 4x5 2x6 6x8 5x8 2x6 4x5 5x10 1 2 8 3 7 22 4 6 21 9 18 2019 5 T1 T2 B1 B1 W2 W1W1 HW1 HW1 2-0-0 -2-0-0 4-2-6 12-10-10 4-2-6 8-8-4 4-5-14 17-4-8 4-5-14 4-5-14 0-5-8 0-5-8 0-5-8 17-4-8 8-2-12 8-8-4 8-2-12 16-11-0 6-9-3 0-10-6 5-11 -3 3-5-2 Scale = 1:40.1 Plate Offsets (X, Y):[2:0-3-5,Edge], [8:0-0-13,Edge] LUMBER TOP CHORD 2x6 HF/SPF 1650F 1.5E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 SPF Stud SLIDER Left 2x4 SPF Stud -- 2-6-0, Right 2x4 SPF Stud -- 2-6-0 BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)2=1267/0-5-8, (min. 0-1-14), 8=1030/0-5-8, (min. 0-1-8) Max Horiz 2=93 (LC 12) Max Uplift 2=-30 (LC 13) 26 26 20 LIARD LANEJobTrussTruss Type Qty Ply R16 2 13610433Scissor Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Tue Aug 01 19:46:55 Page: 1 ID:Z1JHWjjcST8Ru4qFiDSLH6ys6lt-eB82oeXtz7JGl44odz?dIcx1vmQeo1kKBQAPtvys5zl 712 5 12 5x8 4x5 2x6 6x8 5x8 2x6 4x5 5x8 1 7 2 6 17 22 3 58 18 212019 4 T1 T1 B1 B1 W2 W1W1 HW1 HW1 4-5-14 4-5-14 4-2-6 12-10-10 4-2-6 8-8-4 4-5-14 17-4-8 0-5-8 0-5-8 0-5-8 17-4-8 8-2-12 8-8-4 8-2-12 16-11-0 0-10-6 5-11 -3 3-5-2 Scale = 1:38.3 Plate Offsets (X, Y):[1:0-0-13,0-1-14], [7:0-3-5,0-1-14] LUMBER TOP CHORD 2x6 HF/SPF 1650F 1.5E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 SPF Stud SLIDER Left 2x4 SPF Stud -- 2-6-0, Right 2x4 SPF Stud -- 2-6-0 BRACING TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)1=1042/0-5-8, (min. 0-1-8), 7=1043/0-5-8, (min. 0-1-8) Max Horiz 1=-78 (LC 11) 27 27 20 LIARD LANEJobTrussTruss Type Qty Ply R16A 1 13610433Scissor Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Tue Aug 01 19:46:55 Page: 1 ID:2UO5HtxuD?Pu2rCim?mZ?vys6lb-eB82oeXtz7JGl44odz?dIcx1FmPYo0EKBQAPtvys5zl 712 5 12 5x8 4x5 2x6 6x8 5x8 2x6 4x5 5x8 1 7 2 6 17 22 3 58 21182019 4 T1 T1 B1 B1 W2 W1W1 HW1 HW1 4-5-14 4-5-14 4-2-6 12-10-10 4-2-6 8-8-4 4-5-14 17-4-8 0-5-8 0-5-8 0-5-8 17-4-8 8-2-12 8-8-4 8-2-12 16-11-0 0-10-6 5-11 -3 3-5-2 Scale = 1:38.3 Plate Offsets (X, Y):[1:0-1-1,0-1-6], [7:0-3-9,0-1-6] LUMBER TOP CHORD 2x6 HF/SPF 1650F 1.5E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 SPF Stud SLIDER Left 2x4 SPF Stud -- 2-6-0, Right 2x4 SPF Stud -- 2-6-0 BRACING TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)1=1042/ Mechanical, (min. 0-1-8), 7=1042/0-5-8, (min. 0-1-8) Max Horiz 1=-78 (LC 11) 28 28 20 LIARD LANEJobTrussTruss Type Qty Ply R17 5 13610433Scissor Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Tue Aug 01 19:46:55 Page: 1 ID:i6mhPsYWRo1WE1q4MaWEI5ys7in-eB82oeXtz7JGl44odz?dIcx1FmPYo0EKBQAPtvys5zl 712 312 4x12 4x5 3x6 2x4 5x6 3x10 6x8 3x10 4x5 1.5x4 1 11 10 9 8 2 16 3 7 6419 1817 5 T1 T2 T3 W6 B1 B2 W4 W5 W2 W3W1 HW1 2-0-0 -2-0-0 2-5-2 16-9-8 4-7-2 9-5-12 4-10-10 14-4-6 4-10-10 4-10-10 2-3-6 16-9-8 5-0-6 14-6-2 9-5-12 9-5-12 7-2-12 0-10-6 2-11 -4 3-6-9 3-6-9 2-10 -3 6-4-12 Scale = 1:39.4 Plate Offsets (X, Y):[2:0-4-0,Edge], [9:0-3-8,0-1-8] LUMBER TOP CHORD 2x6 HF/SPF 1650F 1.5E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 SPF Stud SLIDER Left 2x4 SPF Stud -- 2-6-0 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)2=1224/0-5-8, (min. 0-2-0), 8=985/0-5-8, (min. 0-1-10) Max Horiz 2=129 (LC 12) Max Uplift 2=-31 (LC 13) 29 29 20 LIARD LANEJobTrussTruss Type Qty Ply R18 6 13610433Roof Special Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Tue Aug 01 19:46:55 Page: 1 ID:eGL5VvwKvBkFtRTTZEFnKBys6kJ-eB82oeXtz7JGl44odz?dIcx2_mTqo87KBQAPtvys5zl 712 4x12 4x5 3x6 2x4 5x8 4x8 5x6 2x6 1 9 8 7 2 14 3 6 4 17 1615 5 T1 T2 W4 B1 B2 W3 W2 W1 HW1 2-0-0 -2-0-0 4-7-2 9-5-12 4-10-10 4-10-10 7-3-12 16-9-8 7-3-12 16-9-8 9-5-12 9-5-12 7-2-12 0-10-6 2-1-9 6-4-12 Scale = 1:39.2 Plate Offsets (X, Y):[2:0-4-0,Edge], [6:0-2-8,Edge] LUMBER TOP CHORD 2x6 HF/SPF 1650F 1.5E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 SPF Stud SLIDER Left 2x4 SPF Stud -- 2-6-0 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)2=1224/0-5-8, (min. 0-2-0), 7=985/0-5-8, (min. 0-1-10) Max Horiz 2=124 (LC 12) Max Uplift 2=-31 (LC 13) 30 30 20 LIARD LANEJobTrussTruss Type Qty Ply R19 2 13610433Common Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Tue Aug 01 19:46:55 Page: 1 ID:XODkAL?9xXyd36nZHQLfRyys6iw-eB82oeXtz7JGl44odz?dIcxwzmTDoBSKBQAPtvys5zl 312 4x8 4x5 1.5x4 7x8 3x6 4x5 8 7 1 2 13 3 4 14 5 6 T2 T1 W3 B1 W1 W2 HW1 0-2-5 7-9-5 1-6-0 -1-6-0 7-4-11 15-2-0 7-7-0 7-7-0 7-7-0 7-7-0 7-7-0 15-2-0 0-10-8 4-8-0 5-0-3 Scale = 1:36.2 Plate Offsets (X, Y):[2:0-4-9,0-0-5], [4:0-4-0,0-4-8], [5:0-2-8,0-1-12] LUMBER TOP CHORD 2x6 HF/SPF 1650F 1.5E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 SPF Stud *Except* W2:2x4 HF/SPF 1650F 1.5E SLIDER Left 2x4 SPF Stud -- 2-6-0 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. WEBS 1 Row at midpt 4-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=1056/0-5-8, (min. 0-1-13), 7=1061/0-5-8, (min. 0-2-3) Max Horiz 2=124 (LC 10) Max Uplift 2=-33 (LC 9), 7=-25 (LC 13) Max Grav 2=1115 (LC 18), 7=1310 (LC 18) 31 31 20 LIARD LANEJobTrussTruss Type Qty Ply R20 6 13610433Monopitch Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Tue Aug 01 19:46:55 Page: 1 ID:nyuInDpxVxqh?FKNFLKM4Jys70X-eB82oeXtz7JGl44odz?dIcx_WmS5oAPKBQAPtvys5zl 312 3x10 4x5 1.5x4 3x4 3x6 7x10 4x6 7 6 1 8 13 2 14 3 15 4 5 T1 W3 B1 W1 W2 BL1 HW1 1-6-0 -1-6-0 5-4-12 10-9-8 5-4-12 5-4-12 0-5-8 10-9-8 4-11-4 10-4-0 5-4-12 5-4-12 3-6-14 0-10-8 3-0-10 0-6-4 Scale = 1:34 Plate Offsets (X, Y):[2:0-4-13,Edge] LUMBER TOP CHORD 2x6 HF/SPF 1650F 1.5E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 SPF Stud OTHERS 2x6 HF/SPF 1650F 1.5E SLIDER Left 2x4 SPF Stud -- 2-6-0 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)2=800/0-5-8, (min. 0-1-8), 13=578/0-5-8, (min. 0-1-8) Max Horiz 2=71 (LC 9) Max Uplift 2=-32 (LC 9), 13=-10 (LC 9) Max Grav 2=860 (LC 18), 13=689 (LC 18) 32 32 20 LIARD LANEJobTrussTruss Type Qty Ply R21 6 13610433Monopitch Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Tue Aug 01 19:46:55 Page: 1 ID:8RiAyCCFdyQaRKrbajctyrys6hN-eB82oeXtz7JGl44odz?dIcx1AmVCo7KKBQAPtvys5zl 312 712 6x8 4x5 2x4 3x4 6x8 5x6 4x8 3x6 2x4 4x5 4x12 10 1 13 12 11 92263 4 8 5 25722 2423 6 T1 T2 T3 B1 B2 W1 W2 W4 W3 W5 HW1 HW2 2-0-0 -2-0-0 2-0-0 25-8-0 3-11-14 8-3-4 4-3-6 4-3-6 4-7-2 18-9-6 4-10-10 23-8-0 5-11-0 14-2-4 6-0-12 14-2-4 8-1-8 8-1-8 9-5-12 23-8-0 7-2-12 0-10-8 0-10-6 2-11 -5 2-11 -5 3-5-7 6-4-12 Scale = 1:52.7 Plate Offsets (X, Y):[2:0-4-9,0-0-5], [9:0-4-0,Edge] LUMBER TOP CHORD 2x6 HF/SPF 1650F 1.5E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 SPF Stud *Except* W3:2x4 HF/SPF 1650F 1.5E SLIDER Left 2x4 SPF Stud -- 2-6-0, Right 2x4 SPF Stud -- 2-6-0 BRACING TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)2=1625/0-5-8, (min. 0-2-11), 9=1632/0-5-8, (min. 0-2-11) Max Horiz 2=97 (LC 12) Max Uplift 2=-19 (LC 13), 9=-22 (LC 13) 33 33 20 LIARD LANEJobTrussTruss Type Qty Ply R22 5 13610433Roof Special Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Tue Aug 01 19:46:55 Page: 1 ID:NzKrYjwuVO_3eYR75JhxNUys6gR-eB82oeXtz7JGl44odz?dIcx1CmPfo1HKBQAPtvys5zl 312 712 5x8 4x5 2x4 3x4 6x8 5x6 4x8 3x6 2x4 4x5 4x12 9121110 81 2522137 4 622 2423 5 T1 T2 T3 B2B1 W1 W2 W4 W3 W5 HW1 HW2 2-0-0 25-8-0 3-11-14 8-3-4 4-3-6 4-3-6 4-7-2 18-9-6 4-10-10 23-8-0 5-11-0 14-2-4 6-0-12 14-2-4 8-1-8 8-1-8 9-5-12 23-8-0 7-2-12 0-10-8 0-10-6 2-11 -5 2-11 -5 3-5-7 6-4-12 Scale = 1:49.7 Plate Offsets (X, Y):[1:Edge,0-1-12], [8:0-4-0,Edge] LUMBER TOP CHORD 2x6 HF/SPF 1650F 1.5E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 SPF Stud *Except* W3:2x4 HF/SPF 1650F 1.5E SLIDER Left 2x4 SPF Stud -- 2-6-0, Right 2x4 SPF Stud -- 2-6-0 BRACING TOP CHORD Structural wood sheathing directly applied or 4-7-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)1=1411/0-5-8, (min. 0-2-5), 8=1641/0-5-8, (min. 0-2-11) Max Horiz 1=91 (LC 12) Max Uplift 8=-23 (LC 13) 34 34 20 LIARD LANEJobTrussTruss Type Qty Ply R23 1 13610433Roof Special Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Tue Aug 01 19:46:55 Page: 1 ID:W5nKh1J1QjTlxDjEKzFvYkys6ee-6OiQ0_YVkQR7NDf_BgWsqpUCxAkoXUAUP4vyPLys5zk 712 20.7812 312 4x12 3x10 3x6 3x4 3x4 5x8 2x4 3x4 4x5 5x8 12x14 3x4 4x12 1 16 15 14 13 12 11 10 9 2 22 3 8 4 725 23 246 5 T1 T3 T5 W7 T2 T5 T4 B1 B2 W5 W2 W3 W4W1 W6 HW1 ST5 ST3 ST4 ST2ST1 2-0-0 -2-0-0 1-8-12 1-8-12 2-3-14 14-4-6 2-6-12 12-0-8 3-3-10 5-0-6 2-5-2 16-9-8 4-5-6 9-5-12 0-0-14 11-9-12 2-3-2 11-8-14 2-3-6 16-9-8 2-8-6 14-6-2 9-5-12 9-5-12 6-8-6 0-10-6 2-11 -4 3-0-5 0-4-0 0-4-0 1-6-7 1-10 -7 0-9-3 2-7-10 0-4-8 3-0-3 0-2-12 3-2-15 0-3-10 3-6-9 1-4-4 4-10 -13 0-11 -9 5-10 -6 Scale = 1:47.2 Plate Offsets (X, Y):[2:0-3-8,Edge], [2:0-3-8,Edge] LUMBER TOP CHORD 2x4 HF/SPF 1650F 1.5E *Except* T1,T4:2x6 HF/SPF 1650F 1.5E BOT CHORD 2x4 HF/SPF 1650F 1.5E WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS All bearings 11-11-8. except 9=0-5-8 (lb) -Max Horiz 2=121 (LC 12) Max Uplift All uplift 100 (lb) or less at joint(s) 2, 9, 12, 16 Max Grav All reactions 250 (lb) or less at joint(s) 13, 14, 16 except 2=680 (LC 18), 9=287 (LC 19), 11=532 (LC 19), 12=721 (LC 1) 35 35 20 LIARD LANEJobTrussTruss Type Qty Ply R24 1 13610433Roof Special Structural Gable Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Tue Aug 01 19:46:55 Page: 1 ID:N7eGAj5kxanTMAaBcUs4BXys6Zm-6OiQ0_YVkQR7NDf_BgWsqpUBtAsrXdVUP4vyPLys5zk