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HomeMy WebLinkAbout18100005 Sealed Truss DrawingsRe: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). Liu, Xuegang Pages or sheets covered by this seal: I34720576 thru I34720604 My license renewal date for the state of Indiana is July 31, 2020. B18802859 Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. IMPORTANT NOTE: FISCHER TLR-014 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. September 20,2018 Job B18802859 Truss GE01 Truss Type Monopitch Structural Gable Qty 1 Ply 1 FISCHER TLR-014 Job Reference (optional) I34720576 Builders First Source, mooresville,in 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Sep 20 08:56:42 2018 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-Loq0tuS_55paAc?1aZnfs0PH1syr0xzQ2kLp_0ybnhZ Scale = 1:18.3 1 2 3 4 7 6 5 2x4 3x6 2x4 2x4 2x4 -1-0-0 1-0-0 2-8-0 2-8-0 0-8-0 2-5-5 8.00 12 Plate Offsets (X,Y)-- [7:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.10 0.02 0.01 DEFL. Job B18802859 Truss GE02 Truss Type GABLE Qty 1 Ply 1 FISCHER TLR-014 Job Reference (optional) I34720577 Builders First Source, mooresville,in 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Sep 20 08:56:42 2018 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-Loq0tuS_55paAc?1aZnfs0PAesv80uxQ2kLp_0ybnhZ Scale = 1:99.2 1 2 34 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 3x6 3x6 4x6 3x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 12-7-8 12-7-8 -1-0-0 1-0-0 8-7-11 8-7-11 12-7-8 3-11-13 1-2-0 11-2-15 6-7-2 Job B18802859 Truss GE03 Truss Type GABLE Qty 1 Ply 1 FISCHER TLR-014 Job Reference (optional) I34720578 Builders First Source, mooresville,in 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Sep 20 08:56:43 2018 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-p?OP4EScsPxRomaE8GJuPExHsGD3lLZZHO5MWSybnhY Scale = 1:91.4 1 2 3 4 5 6 7 8 9 10 11 13 12 24 23 22 21 20 19 18 17 16 15 14 3x6 3x8 4x6 3x8 2x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 12-1-4 12-1-4 -1-0-0 1-0-0 6-0-10 6-0-10 12-1-4 6-0-10 13-1-4 1-0-0 Job B18802859 Truss GE04 Truss Type Common Structural Gable Qty 1 Ply 1 FISCHER TLR-014 Job Reference (optional) I34720579 Builders First Source, mooresville,in 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Sep 20 08:56:44 2018 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-HBynIaTEdi3IPw9Qhzq7xRUd9geBUrnjV2qw2uybnhX Scale = 1:49.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 4x6 3x4 3x6 3x4 22-0-0 22-0-0 -1-0-0 1-0-0 11-0-0 11-0-0 22-0-0 11-0-0 23-0-0 1-0-0 0-6-0 6-0-0 0-6-0 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL Job B18802859 Truss GE05 Truss Type GABLE Qty 1 Ply 1 FISCHER TLR-014 Job Reference (optional) I34720580 Builders First Source, mooresville,in 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Sep 20 08:56:46 2018 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-Da4XjGVV8KJ0fDJppOsb0sZyzTIzykV?zMJ07nybnhV Scale = 1:89.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 68 67 66 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 3x6 3x6 3x6 3x6 3x6 5x6 5x6 3x6 41-3-8 41-3-8 -1-0-0 1-0-0 16-1-12 16-1-12 25-1-12 9-0-0 41-3-8 16-1-12 42-3-8 Job B18802859 Truss GE06 Truss Type GABLE Qty 1 Ply 1 FISCHER TLR-014 Job Reference (optional) I34720581 Builders First Source, mooresville,in 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Sep 20 08:56:48 2018 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-AyCI8xWlgxZkuXSBwpu36Hf8LHn8QYwIQgo7BfybnhT Scale = 1:93.6 1 2 3 4 5 6 7 8 9 10 11 12 17 16 15 14 13 5x6 5x6 3x6 3x8 6x16 3x6 3x6 3x6 3x8 3x8 3x6 8x8 3x6 8x8 3x8 3x8 5x6 7-3-13 8-4-0 1-7-13 0-7-13 11-3-10 11-3-10 22-4-12 11-1-2 33-5-14 11-1-2 44-9-8 11-3-10 -1-0-0 1-0-0 7-9-10 7-9-10 15-4-12 Job B18802859 Truss GE07 Truss Type GABLE Qty 1 Ply 1 FISCHER TLR-014 Job Reference (optional) I34720582 Builders First Source, mooresville,in 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Sep 20 08:56:49 2018 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-e9mgLHXNRFhbWh1OUXPIeUBTFhKg95HSfKYhk6ybnhS Scale = 1:89.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 2627 28 29 30 31 32 33 34 35 36 37 38 39 76 75 74 73 72 71 70 69 68 67 66 65 64 63 62 61 60 59 58 57 56 55 54 53 5521 50 49 48 47 46 45 44 43 42 41 40 3x6 5x6 5x6 3x6 5x6 5x6 5x6 3x6 44-9-8 44-9-8 -1-0-0 1-0-0 15-4-12 15-4-12 29-4-12 14-0-0 Job B18802859 Truss GE08 Truss Type GABLE Qty 1 Ply 1 FISCHER TLR-014 Job Reference (optional) I34720583 Builders First Source, mooresville,in 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Sep 20 08:56:50 2018 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-6LJ2YdY?CYpR7rca2ExXBikdH4euuXvbu_HEGYybnhR Scale = 1:105.9 1 2 3 4 5 8 7 15 6 3x4 2x4 2x4 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 5-9-5 5-9-4 9-5-9 4-11-6 4-11-6 9-10-12 4-11-6 -1-0-0 1-0-0 4-11-6 4-11-6 9-10-12 4-11-6 3-0-0 14-6-9 14.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-8], [3:0-1-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 Job B18802859 Truss GE09 Truss Type GABLE Qty 1 Ply 1 FISCHER TLR-014 Job Reference (optional) I34720584 Builders First Source, mooresville,in 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Sep 20 08:56:51 2018 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-aXtQmzZdzsxIl?BmcySmjvHqMU1vd0jl6e1no_ybnhQ Scale = 1:43.2 1 2 3 4 5 6 7 2x4 12 11 10 9 8 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 8-7-11 8-7-11 4-3-13 4-3-13 8-7-11 4-3-13 0-0-4 5-0-8 0-0-4 14.00 12 Plate Offsets (X,Y)-- [4:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 Job B18802859 Truss GE10 Truss Type GABLE Qty 1 Ply 1 FISCHER TLR-014 Job Reference (optional) I34720585 Builders First Source, mooresville,in 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Sep 20 08:56:51 2018 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-aXtQmzZdzsxIl?BmcySmjvHfUUwXd?El6e1no_ybnhQ Scale = 1:89.2 1 2 3 4 5 8 7 6 25 26 4x6 3x8 2x4 3x8 4x8 4x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6-1-10 6-1-10 12-3-4 6-1-10 -1-0-0 1-0-0 6-1-10 6-1-10 12-3-4 6-1-10 13-3-4 1-0-0 3-0-0 10-1-14 3-0-0 14.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14] LOADING (psf) Job B18802859 Truss M01 Truss Type Monopitch Qty 1 Ply 1 FISCHER TLR-014 Job Reference (optional) I34720586 Builders First Source, mooresville,in 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Sep 20 08:56:52 2018 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-2kRozJZFkA49N8my9fz?G7pznuJMMRPuLImLKRybnhP Scale = 1:105.9 1 2 3 4 5 8 7 9 6 3x4 2x4 2x4 3x4 3x4 3x4 3x4 4-11-6 4-11-6 9-10-12 4-11-6 -1-0-0 1-0-0 4-11-6 4-11-6 9-10-12 4-11-6 3-0-0 14-6-9 14.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-8], [3:0-1-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES Job B18802859 Truss M02 Truss Type Monopitch Qty 1 Ply 2 FISCHER TLR-014 Job Reference (optional) I34720587 Builders First Source, mooresville,in 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Sep 20 08:56:52 2018 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-2kRozJZFkA49N8my9fz?G7psLuIrMRbuLImLKRybnhP Scale = 1:105.5 1 2 3 4 5 7 6 8 3x6 3x4 3x6 4x6 3x6 3x6 9-5-9 9-10-12 9-10-12 -1-0-0 1-0-0 4-11-6 4-11-6 9-10-12 4-11-6 3-0-0 14-6-9 14.00 12 Plate Offsets (X,Y)-- [5:0-0-9,0-1-8], [7:0-2-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO Job B18802859 Truss PB01 Truss Type Piggyback Qty 9 Ply 1 FISCHER TLR-014 Job Reference (optional) I34720588 Builders First Source, mooresville,in 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Sep 20 08:56:53 2018 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-Ww?BBfauVTC0_IL9jMUEoKM7dIgF5wD1ayWuttybnhO Scale = 1:24.5 1 2 3 45 6 4x6 2x4 2x4 2x4 9-0-0 9-0-0 4-6-0 4-6-0 9-0-0 4-6-0 0-4-7 2-10-8 0-1-8 0-4-7 0-1-8 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.21 Job B18802859 Truss PB02 Truss Type GABLE Qty 17 Ply 1 FISCHER TLR-014 Job Reference (optional) I34720589 Builders First Source, mooresville,in 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Sep 20 08:56:53 2018 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-Ww?BBfauVTC0_IL9jMUEoKM8LIhC5vm1ayWuttybnhO Scale = 1:36.2 2 3 4 5 6 10 9 8 1 7 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 14-0-0 14-0-0 7-0-0 7-0-0 14-0-0 7-0-0 -0-0-4 4-7-12 4-8-0 0-1-0 0-1-8 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES Job B18802859 Truss PBE01 Truss Type GABLE Qty 1 Ply 1 FISCHER TLR-014 Job Reference (optional) I34720590 Builders First Source, mooresville,in 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Sep 20 08:56:54 2018 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-_6ZZO?bWGnKtcSwLH4?TLYvKai28qNfBocFSPJybnhN Scale = 1:25.1 2 3 4 5 6 10 9 8 1 7 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 9-0-0 9-0-0 4-6-0 4-6-0 9-0-0 4-6-0 -0-0-4 2-11-12 3-0-0 0-1-0 0-1-8 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES Job B18802859 Truss PBE02 Truss Type GABLE Qty 2 Ply 1 FISCHER TLR-014 Job Reference (optional) I34720591 Builders First Source, mooresville,in 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Sep 20 08:56:55 2018 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-SJ7xcLc815SkEcVXrnWiulRVM5OfZqzK1F??xlybnhM Scale = 1:36.2 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 1 11 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 14-0-0 14-0-0 7-0-0 7-0-0 14-0-0 7-0-0 -0-0-4 4-7-12 4-8-0 0-1-0 0-1-8 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 Job B18802859 Truss T01 Truss Type Common Qty 1 Ply 1 FISCHER TLR-014 Job Reference (optional) I34720592 Builders First Source, mooresville,in 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Sep 20 08:56:55 2018 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-SJ7xcLc815SkEcVXrnWiulROS5HPZlZK1F??xlybnhM Scale = 1:88.7 1 2 3 4 5 8 7 6 9 10 4x6 5x6 2x4 4x6 2x4 3x6 3x8 8-7-11 8-7-11 12-7-8 3-11-13 -1-0-0 1-0-0 4-5-1 4-5-1 8-7-11 4-2-9 12-7-8 3-11-13 1-2-0 11-2-15 6-7-2 14.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-0], [4:Edge,0-1-14], [5:0-2-8,0-1-8], [8:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code Job B18802859 Truss T02 Truss Type Common Qty 6 Ply 1 FISCHER TLR-014 Job Reference (optional) I34720593 Builders First Source, mooresville,in 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Sep 20 08:56:55 2018 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-SJ7xcLc815SkEcVXrnWiulRP95BOZl5K1F??xlybnhM Scale = 1:47.3 1 2 3 4 5 6 7 8 4x6 5x12 5x12 2x4 2x4 5x12 11-0-0 11-0-0 22-0-0 11-0-0 -1-0-0 1-0-0 5-7-7 5-7-7 11-0-0 5-4-9 16-4-9 5-4-9 22-0-0 5-7-7 23-0-0 1-0-0 0-6-0 6-0-0 0-6-0 6.00 12 Plate Offsets (X,Y)-- [2:0-0-10,Edge], [6:0-0-10,Edge], [8:0-6-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Job B18802859 Truss T03 Truss Type PIGGYBACK BASE Qty 2 Ply 1 FISCHER TLR-014 Job Reference (optional) I34720594 Builders First Source, mooresville,in 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Sep 20 08:56:56 2018 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-xVhJpgdmoOabrm4kOV1xQz_X5VY_IBPUGvkYTCybnhL Scale = 1:100.6 1 2 3 4 5 6 7 8 9 10 11 12 26 27 17 28 16 29 15 30 14 31 13 32 33 3x6 5x10 MT18HS 5x10 MT18HS 3x6 6x16 3x6 3x6 3x8 MT18HS 2x4 3x4 3x6 2x4 6x16 3x6 3x8 MT18HS 10-5-2 10-5-2 20-7-12 10-2-10 30-10-6 10-2-10 41-3-8 10-5-2 -1-0-0 1-0-0 8-2-2 8-2-2 16-1-12 7-11-10 25-1-12 9-0-0 33-1-6 7-11-10 41-3-8 8-2-2 Job B18802859 Truss T04 Truss Type PIGGYBACK BASE Qty 4 Ply 1 FISCHER TLR-014 Job Reference (optional) I34720595 Builders First Source, mooresville,in 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Sep 20 08:56:57 2018 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-PhEh10dOZiiSTwewyCZAzAXitvrx1WvdVZU60eybnhK Scale = 1:107.9 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 33 34 35 3x6 5x8 8x14 MT18HS 3x6 4x8 2x4 3x6 5x8 2x4 2x4 4x6 3x6 3x4 2x4 4x8 3x4 2x4 6x8 4x10 3x6 4x6 6x10 0-11-0 0-11-0 2-2-0 1-3-0 9-1-14 Job B18802859 Truss T05 Truss Type Common Qty 1 Ply 1 FISCHER TLR-014 Job Reference (optional) I34720596 Builders First Source, mooresville,in 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Sep 20 08:56:57 2018 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-PhEh10dOZiiSTwewyCZAzAXksv1q1ipdVZU60eybnhK Scale = 1:81.2 1 2 3 4 5 8 7 6 4x6 2x4 3x8 2x4 5x6 5x6 6-0-10 6-0-10 12-1-4 6-0-10 -1-0-0 1-0-0 6-0-10 6-0-10 12-1-4 6-0-10 13-1-4 1-0-0 3-2-8 10-3-4 3-2-8 14.00 12 Plate Offsets (X,Y)-- [2:0-3-4,0-1-0], [3:Edge,0-1-14], [4:0-3-4,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES Job B18802859 Truss T06 Truss Type Common Qty 1 Ply 2 FISCHER TLR-014 Job Reference (optional) I34720597 Builders First Source, mooresville,in 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Sep 20 08:56:58 2018 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-tto4EMe0K0qJ53D6Ww4PVO3t1JPtmBRnjDDfY4ybnhJ Scale = 1:81.2 1 2 3 4 7 6 5 8 4x6 4x6 2x4 3x8 2x4 4x6 6-0-10 6-0-10 11-9-12 5-9-2 -1-0-0 1-0-0 6-0-10 6-0-10 11-9-12 5-9-2 3-2-8 10-3-4 3-6-9 14.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-1-8], [3:Edge,0-1-14], [4:0-2-12,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 Job B18802859 Truss T07 Truss Type PIGGYBACK BASE Qty 11 Ply 1 FISCHER TLR-014 Job Reference (optional) I34720598 Builders First Source, mooresville,in 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Sep 20 08:56:58 2018 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-tto4EMe0K0qJ53D6Ww4PVO3rAJD6m4YnjDDfY4ybnhJ Scale = 1:90.0 12 3 4 5 6 7 8 9 10 11 12 17 16 15 26 27 28 29 30 14 31 13 32 33 3x6 5x8 5x8 3x6 3x16 MT18HS 8x8 3x6 4x6 2x4 2x4 3x8 4x6 8x8 3x6 2x4 3x16 MT18HS 11-3-10 11-3-10 15-4-12 4-1-2 22-4-12 7-0-0 29-4-12 7-0-0 33-5-14 4-1-2 44-9-8 11-3-10 -1-0-0 1-0-0 7-9-10 7-9-10 15-4-12 Job B18802859 Truss T08 Truss Type PIGGYBACK BASE Qty 2 Ply 1 FISCHER TLR-014 Job Reference (optional) I34720599 Builders First Source, mooresville,in 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Sep 20 08:56:59 2018 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-L4MSRife4JyAiDoJ4dbe2bc0vjX6VTIwytzC4XybnhI Scale = 1:90.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 18 17 16 15 22 21 20 19 32 33 34 35 31 3x6 5x8 6x6 3x6 4x6 2x4 6x10 2x4 6x8 3x6 8x8 4x10 3x6 3x16 MT18HS 2x4 4x6 2x4 3x6 4x6 2x4 5x12 11-3-10 11-3-10 15-4-12 4-1-2 22-3-0 6-10-4 26-10-0 4-7-0 30-3-4 3-5-4 33-5-14 Job B18802859 Truss T09 Truss Type PIGGYBACK BASE Qty 4 Ply 1 FISCHER TLR-014 Job Reference (optional) I34720600 Builders First Source, mooresville,in 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Sep 20 08:57:00 2018 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-pGwqf2gHrd41KNNVdL6tbp8Bg6uaE_23BXimczybnhH Scale = 1:90.6 1 2 3 4 5 6 7 8 9 10 11 12 13 18 17 16 27 28 29 30 31 15 32 14 33 34 3x6 5x8 5x8 3x6 8x8 3x6 4x6 3x16 MT18HS 2x4 3x8 2x4 4x6 2x4 8x8 3x6 3x16 MT18HS 11-3-10 11-3-10 22-4-12 11-1-2 33-5-14 11-1-2 44-9-8 11-3-10 -1-0-0 1-0-0 7-9-10 7-9-10 15-4-12 7-7-2 22-4-12 Job B18802859 Truss T10 Truss Type GABLE Qty 1 Ply 1 FISCHER TLR-014 Job Reference (optional) I34720601 Builders First Source, mooresville,in 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Sep 20 08:57:00 2018 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-pGwqf2gHrd41KNNVdL6tbp8Ev6_eE4T3BXimczybnhH Scale = 1:80.4 1 2 3 4 5 8 7 6 4x6 3x6 2x4 3x6 3x8 3x8 6-1-10 6-1-10 12-3-4 6-1-10 -1-0-0 1-0-0 6-1-10 6-1-10 12-3-4 6-1-10 13-3-4 1-0-0 3-0-0 10-1-14 3-0-0 14.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES Job B18802859 Truss T11 Truss Type Common Qty 1 Ply 2 FISCHER TLR-014 Job Reference (optional) I34720602 Builders First Source, mooresville,in 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Sep 20 08:57:01 2018 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-HSUCsOgvcxCuyXyhB2d670hNqWPjzR8DPBSJ9PybnhG Scale = 1:80.4 1 2 3 4 5 6 7 10 9 8 4x6 3x8 3x4 3x4 2x4 3x6 2x4 3x6 6-1-10 6-1-10 12-3-4 6-1-10 -1-0-0 1-0-0 3-2-1 3-2-1 6-1-10 2-11-9 9-1-3 2-11-9 12-3-4 3-2-1 13-3-4 1-0-0 3-0-0 10-1-14 3-0-0 14.00 12 Plate Offsets (X,Y)-- [4:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 Job B18802859 Truss T11 Truss Type Common Qty 1 Ply 2 FISCHER TLR-014 Job Reference (optional) I34720602 Builders First Source, mooresville,in 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Sep 20 08:57:01 2018 Page 2 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-HSUCsOgvcxCuyXyhB2d670hNqWPjzR8DPBSJ9PybnhG LOAD CASE(S) Standard Trapezoidal Loads (plf) Vert: 1=-774(F=-720)-to-2=-668(F=-614), 2=-668(F=-614)-to-4=-114(F=-60), 4=-114(F=-60)-to-6=-668(F=-614), 6=-668(F=-614)-to-7=-774(F=-720) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18802859 Truss T12 Truss Type PIGGYBACK BASE Qty 3 Ply 1 FISCHER TLR-014 Job Reference (optional) I34720603 Builders First Source, mooresville,in 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Sep 20 08:57:01 2018 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-HSUCsOgvcxCuyXyhB2d670hOsWCszJvDPBSJ9PybnhG Scale = 1:106.7 1 23 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 32 33 13 34 3x6 5x8 8x14 MT18HS 3x6 4x8 2x4 3x6 5x8 2x4 2x4 4x6 3x6 3x4 2x4 4x8 3x4 2x4 6x8 3x6 4x10 4x6 6x10 0-11-0 0-11-0 2-2-0 1-3-0 9-1-14 6-11-14 13-5-0 4-3-2 Job B18802859 Truss TG01 Truss Type Common Girder Qty 1 Ply 2 FISCHER TLR-014 Job Reference (optional) I34720604 Builders First Source, mooresville,in 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Sep 20 08:57:02 2018 Page 1 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-lf2a4khXNEKkahXtll8LgEEXlwjLim_MerBthrybnhF Scale = 1:88.7 1 2 3 4 8 7 6 5 9 10 11 12 13 14 6x10 4x6 5x6 3x4 4x6 10x10 10x10 4-5-1 4-5-1 8-7-11 4-2-9 12-7-8 3-11-13 4-5-1 4-5-1 8-7-11 4-2-9 12-7-8 3-11-13 1-2-0 11-2-15 6-7-2 14.00 12 Plate Offsets (X,Y)-- [1:Edge,0-3-8], [2:0-1-0,0-2-0], [4:0-2-8,0-1-8], [5:0-2-4,0-1-8], [6:0-5-0,0-5-12], [7:0-3-8,0-5-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 Job B18802859 Truss TG01 Truss Type Common Girder Qty 1 Ply 2 FISCHER TLR-014 Job Reference (optional) I34720604 Builders First Source, mooresville,in 7.640 s Aug 16 2017 MiTek Industries, Inc. Thu Sep 20 08:57:02 2018 Page 2 ID:4k567hzV7GOqQXCR8MvYb7yIhEi-lf2a4khXNEKkahXtll8LgEEXlwjLim_MerBthrybnhF LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 5-8=-20 Concentrated Loads (lb) Vert: 9=-2056(F) 10=-2056(F) 11=-2056(F) 12=-2056(F) 13=-1844(F) 14=-1848(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. edge of truss. / 16 " from outside 1 0 - PRODUCT CODE APPROVALS JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. W4-6 W3-6 W3-7 W2-7 W1-7 C1-8 C7-8 C6-7 C5-6 C4-5 C3-4 C1-2 C2-3 TOP CHORD TOP CHORD 8 7 6 5 4 1 2 3 BOTTOM CHORDS TOP CHORDS BEARING LATERAL BRACING LOCATION Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. The first dimension is the plate width measured perpendicular to slots. Second dimension is the length parallel to slots. 4 x 4 PLATE SIZE This symbol indicates the required direction of slots in connector plates. / 16 " 1 For 4 x 2 orientation, locate plates 0- Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 1 " / 4 3 PLATE LOCATION AND ORIENTATION Symbols Numbering System 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. Failure to Follow Could Cause Property Damage or Personal Injury General Safety Notes * Plate location details available in MiTek 20/20 software or upon request. Industry Standards: 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) © 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 WEBS edge of truss. / 16 " from outside 1 0 - ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. W4-6 W3-6 W3-7 W2-7 W1-7 C1-8 C7-8 C6-7 C5-6 C4-5 C3-4 C1-2 C2-3 TOP CHORD TOP CHORD 8 7 6 5 4 1 2 3 BOTTOM CHORDS TOP CHORDS BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. 4 x 4 PLATE SIZE This symbol indicates the required direction of slots in connector plates. / 16 " 1 For 4 x 2 orientation, locate plates 0- 1 " / 4 3 PLATE LOCATION AND ORIENTATION Symbols Numbering System General Safety Notes * Plate location details available in MiTek 20/20 software or upon request. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 dimensions shown in ft-in-sixteenths WEBS Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.82 0.28 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.12 0.01 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 208 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 2-6,1-7,4-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=5986/0-3-8, 5=6842/0-3-8 Max Horz 8=328(LC 4) Max Uplift8=-471(LC 6), 5=-619(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5296/451, 2-3=-2777/355, 3-4=-2766/350, 1-8=-4572/383, 4-5=-4961/482 BOT CHORD 8-9=-379/755, 9-10=-379/755, 7-10=-379/755, 7-11=-426/3385, 11-12=-426/3385, 6-12=-426/3385 WEBS 2-7=-285/3957, 2-6=-2780/384, 3-6=-427/3895, 1-7=-235/2677, 4-6=-358/3314 NOTES- (11-14) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) The Fabrication Tolerance at joint 1 = 16% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=471, 5=619. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2056 lb down and 162 lb up at 1-10-12, 2056 lb down and 162 lb up at 3-10-12, 2056 lb down and 162 lb up at 5-10-12, 2056 lb down and 162 lb up at 7-10-12, and 1844 lb down and 164 lb up at 9-10-12, and 1848 lb down and 162 lb up at 11-10-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 20,2018 16-1-12 2-8-12 25-1-12 9-0-0 33-1-6 7-11-10 41-3-8 8-2-2 -1-0-0 1-0-0 0-11-0 0-11-0 2-2-0 1-3-0 9-1-14 6-11-14 13-5-0 4-3-2 16-1-12 2-8-12 25-1-12 9-0-0 33-1-6 7-11-10 41-3-8 8-2-2 0-8-0 11-5-3 0-8-0 11-5-3 8.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:0-2-6,0-1-12], [5:0-1-8,0-1-8], [7:0-4-12,0-2-0], [8:0-10-8,0-1-12], [10:0-1-8,0-1-8], [15:0-2-12,0-2-0], [18:0-2-8,0-3-0], [21:0-6-12,0-3-12], [23:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix-S) 0.64 1.00 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.50 0.26 (loc) 19-20 15-16 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 201 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-8: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 17-19,4-20,5-20,10-13,3-23,21-23,3-21: 2x4 SPF-S Stud SLIDER Left 2x3 SPF No.2 0-11-4, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (5-2-5 max.): 7-8. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-20, 5-18, 10-15, 8-18 REACTIONS. (lb/size) 2=1701/0-3-8, 12=1737/0-3-8 Max Horz 2=261(LC 5) Max Uplift2=-165(LC 6), 12=-130(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1046/128, 3-4=-3811/483, 4-5=-2634/335, 5-6=-2027/321, 6-7=-1838/351, 7-8=-1591/343, 8-9=-1833/341, 9-10=-1949/307, 10-11=-2587/318, 11-12=-1109/0 BOT CHORD 2-23=-194/1430, 20-21=-499/3430, 20-32=-164/2134, 19-32=-164/2134, 18-19=-164/2134, 14-15=-170/2063, 14-33=-170/2063, 13-33=-170/2063, 13-34=-170/2063, 12-34=-170/2063 WEBS 4-21=-34/574, 4-20=-1309/340, 5-20=0/398, 5-18=-700/200, 16-18=0/322, 7-18=-16/646, 8-15=-21/491, 10-15=-678/210, 10-13=0/351, 15-18=-44/1438, 8-18=-153/257, 3-23=-1013/110, 21-23=-220/1558, 3-21=-302/1756 NOTES- (11-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 8 = 16% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=165, 12=130. 9) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 20,2018 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.71 0.18 0.43 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 0.01 (loc) 8-9 8-9 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 162 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-9: 2x4 SPF No.2 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) 10=3288/0-3-8, 8=3288/0-3-8 Max Horz 10=271(LC 5) Max Uplift10=-463(LC 7), 8=-463(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-91/627, 2-3=-725/471, 3-4=-1236/362, 4-5=-1236/362, 5-6=-725/471, 6-7=-91/627, 2-10=-1770/528, 6-8=-1770/528 BOT CHORD 9-10=-177/705, 8-9=-77/706 WEBS 4-9=-352/772, 5-9=-378/241, 3-9=-378/241, 3-10=-1619/163, 5-8=-1619/163 NOTES- (8-11) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-4-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=463, 8=463. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-10=-20 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 20,2018 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.59 0.49 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.25 0.00 (loc) 7-8 7-8 6 l/defl >860 >577 n/a L/d 240 180 n/a PLATES MT20 Weight: 56 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 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=505/0-3-8, 6=505/0-3-8 Max Horz 8=271(LC 5) Max Uplift8=-70(LC 7), 6=-70(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-353/167, 3-4=-353/167, 2-8=-413/213, 4-6=-413/213 NOTES- (6-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 5) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). THIS COMPONENT IS TO BE USED IN CONJUNCTION WITH A RIGID DIAPHRAGM. THIS DIAPHRAGM MUST BE CAPABLE OF TRANSFERRING ROOF LOADS TO THE GROUND WITH NEGLIGIBLE LATERAL DEFLECTIONS. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 20,2018 7-0-0 29-4-12 7-0-0 36-11-14 7-7-2 44-9-8 7-9-10 45-9-8 1-0-0 0-8-0 10-11-3 0-8-0 10-11-3 8.00 12 Plate Offsets (X,Y)-- [6:0-5-12,0-2-0], [8:0-5-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix-S) 0.80 0.88 0.49 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.53 -0.91 0.15 (loc) 16-18 16-18 12 l/defl >999 >594 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 193 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 4-18,10-14: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-5-9 max.): 6-8. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 7-16 REACTIONS. (lb/size) 2=2130/0-3-8, 12=2130/0-3-8 Max Horz 2=242(LC 5) Max Uplift2=-167(LC 6), 12=-167(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1524/0, 3-4=-3114/372, 4-5=-2917/377, 5-6=-2801/410, 6-7=-2333/387, 7-8=-2333/387, 8-9=-2801/410, 9-10=-2917/377, 10-11=-3114/372, 11-12=-1524/0 BOT CHORD 2-27=-239/2506, 27-28=-239/2506, 18-28=-239/2506, 18-29=-172/2044, 17-29=-172/2044, 17-30=-172/2044, 16-30=-172/2044, 16-31=-48/2044, 15-31=-48/2044, 15-32=-48/2044, 14-32=-48/2044, 14-33=-186/2506, 33-34=-186/2506, 12-34=-186/2506 WEBS 4-18=-336/244, 6-18=-78/793, 6-16=-169/668, 7-16=-405/222, 8-16=-169/668, 8-14=-78/793, 10-14=-336/244 NOTES- (10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=167, 12=167. 8) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 20,2018 3-2-10 36-11-14 3-6-0 44-9-8 7-9-10 -1-0-0 1-0-0 7-9-10 7-9-10 15-4-12 7-7-2 22-3-0 6-10-4 26-10-0 4-7-0 29-4-12 2-6-12 30-3-4 0-10-8 36-11-14 6-8-10 44-9-8 7-9-10 0-8-0 10-11-3 0-8-0 3-0-0 10-11-3 8.00 12 Plate Offsets (X,Y)-- [6:0-5-8,0-1-12], [9:0-3-8,0-1-12], [14:0-3-13,Edge], [15:0-2-0,0-1-12], [17:0-4-12,0-3-0], [18:0-3-4,Edge], [20:0-2-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix-S) 0.80 0.96 0.71 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.65 -1.15 0.29 (loc) 20-22 20-22 14 l/defl >827 >469 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 231 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 19-21,2-21: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 4-22,12-15,12-17,9-18,9-17: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-2-3 max.): 6-9. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 7-20, 8-19, 10-16 REACTIONS. (lb/size) 14=1864/Mechanical, 2=2021/0-3-8 Max Horz 2=250(LC 5) Max Uplift14=-134(LC 7), 2=-169(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1425/0, 3-4=-2933/373, 4-5=-2736/379, 5-6=-2620/412, 6-7=-2084/392, 7-8=-2665/419, 8-9=-2666/418, 9-10=-3229/538, 10-11=-3170/438, 11-12=-3276/411, 12-13=-2803/354, 13-14=-1195/0 BOT CHORD 17-18=-99/2498, 15-31=-202/2241, 14-31=-202/2241, 2-32=-248/2357, 32-33=-248/2357, 22-33=-248/2357, 22-34=-184/1884, 21-34=-184/1884, 21-35=-184/1884, 20-35=-184/1884 WEBS 4-22=-336/244, 6-22=-74/821, 6-20=-169/507, 7-20=-1345/190, 12-15=-774/178, 10-17=-271/187, 15-17=-222/2442, 12-17=-165/494, 18-20=-180/2509, 7-18=-53/1156, 9-18=-188/647, 9-17=-242/1210 NOTES- (11-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=134, 2=169. 9) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 20,2018 7-7-2 22-4-12 7-0-0 29-4-12 7-0-0 36-11-14 7-7-2 44-9-8 7-9-10 0-8-0 10-11-3 0-8-0 10-11-3 8.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-13], [6:0-5-12,0-2-0], [8:0-5-12,0-2-0], [12:Edge,0-3-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix-S) 0.80 0.88 0.49 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.53 -0.91 0.15 (loc) 15-17 15-17 12 l/defl >999 >593 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 192 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 4-17,10-13: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-5-8 max.): 6-8. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 7-15 REACTIONS. (lb/size) 12=2076/Mechanical, 2=2131/0-3-8 Max Horz 2=250(LC 5) Max Uplift12=-132(LC 7), 2=-167(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1524/0, 3-4=-3115/372, 4-5=-2918/378, 5-6=-2802/411, 6-7=-2334/388, 7-8=-2334/388, 8-9=-2805/413, 9-10=-2921/380, 10-11=-3118/374, 11-12=-1568/0 BOT CHORD 2-26=-247/2507, 26-27=-247/2507, 17-27=-247/2507, 17-28=-180/2045, 16-28=-180/2045, 16-29=-180/2045, 15-29=-180/2045, 15-30=-79/2046, 14-30=-79/2046, 14-31=-79/2046, 13-31=-79/2046, 13-32=-219/2510, 32-33=-219/2510, 12-33=-219/2510 WEBS 4-17=-336/244, 6-17=-78/793, 7-15=-405/222, 6-15=-169/668, 8-15=-169/667, 8-13=-81/797, 10-13=-339/246 NOTES- (11-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=132, 2=167. 9) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 20,2018 CSI. TC BC WB (Matrix) 0.68 0.13 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.04 -0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 131 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-6: 2x4 SPF No.2 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) 7=2012/0-3-8, 5=462/Mechanical Max Horz 7=294(LC 5) Max Uplift7=-275(LC 7), 5=-73(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-87/591, 2-8=-963/222, 3-4=-357/154, 2-7=-1957/397, 4-5=-413/118 BOT CHORD 6-7=-292/256 NOTES- (9-12) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-4-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 7=275. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 3-8=-54, 3-4=-54, 5-7=-20 Trapezoidal Loads (plf) Vert: 1=-774(F=-720)-to-2=-585(F=-531), 2=-585(F=-531)-to-8=-114(F=-60) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 20,2018 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.51 0.24 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.07 -0.00 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 68 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-7: 2x4 SPF No.2 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=499/0-3-8, 6=499/0-3-8 Max Horz 8=276(LC 5) Max Uplift8=-71(LC 7), 6=-71(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-345/162, 3-4=-345/162, 2-8=-447/145, 4-6=-447/145 BOT CHORD 7-8=-273/277 NOTES- (6-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 5) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 20,2018 6-11-14 13-5-0 4-3-2 16-1-12 2-8-12 25-1-12 9-0-0 33-1-6 7-11-10 41-3-8 8-2-2 -1-0-0 1-0-0 2-2-0 2-2-0 9-1-14 6-11-14 13-5-0 4-3-2 16-1-12 2-8-12 25-1-12 9-0-0 33-1-6 7-11-10 41-3-8 8-2-2 42-3-8 1-0-0 0-8-0 11-5-3 0-8-0 11-5-3 8.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:0-2-6,0-1-12], [5:0-1-8,0-1-8], [7:0-4-12,0-2-0], [8:0-10-8,0-1-12], [10:0-1-8,0-1-8], [16:0-2-12,0-2-0], [19:0-2-8,0-3-0], [22:0-6-12,0-3-12], [24:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix-S) 0.64 1.00 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.50 0.26 (loc) 20-21 16-17 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 203 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-8: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 18-20,4-21,5-21,10-14,3-24,3-22,22-24: 2x4 SPF-S Stud SLIDER Left 2x3 SPF No.2 0-11-4, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (5-2-5 max.): 7-8. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-21, 5-19, 10-16, 8-19 REACTIONS. (lb/size) 2=1700/0-3-8, 12=1792/0-3-8 Max Horz 2=-253(LC 4) Max Uplift2=-165(LC 6), 12=-165(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1045/128, 3-4=-3809/458, 4-5=-2633/330, 5-6=-2026/318, 6-7=-1837/348, 7-8=-1590/340, 8-9=-1832/339, 9-10=-1947/306, 10-11=-2582/315, 11-12=-1071/0 BOT CHORD 2-24=-186/1429, 21-22=-479/3429, 21-33=-155/2133, 20-33=-155/2133, 19-20=-155/2133, 15-16=-137/2058, 15-34=-137/2058, 14-34=-137/2058, 14-35=-137/2058, 12-35=-137/2058 WEBS 4-22=-30/574, 4-21=-1308/333, 5-21=0/398, 5-19=-700/200, 17-19=0/322, 7-19=-14/646, 8-16=-22/490, 10-16=-674/207, 10-14=0/349, 16-19=-14/1436, 8-19=-153/257, 3-24=-1012/105, 3-22=-295/1755, 22-24=-211/1558 NOTES- (11-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 8 = 16% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=165, 12=165. 9) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 20,2018 42-3-8 1-0-0 0-8-0 11-5-3 0-8-0 11-5-3 8.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-13], [6:0-6-0,0-1-8], [7:0-6-0,0-1-8], [11:Edge,0-1-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix-S) 0.64 0.79 0.40 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.40 -0.68 0.12 (loc) 15-17 15-17 11 l/defl >999 >726 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 174 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-7: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 4-17,9-13: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-8-15 max.): 6-7. BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 2=1990/0-3-8, 11=1990/0-3-8 Max Horz 2=-253(LC 4) Max Uplift2=-165(LC 6), 11=-165(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1358/0, 3-4=-2881/327, 4-5=-2741/379, 5-6=-2625/413, 6-7=-1898/327, 7-8=-2625/413, 8-9=-2741/379, 9-10=-2881/327, 10-11=-1358/0 BOT CHORD 2-26=-171/2309, 26-27=-171/2309, 17-27=-171/2309, 17-28=-101/1796, 16-28=-101/1796, 16-29=-101/1796, 15-29=-101/1796, 15-30=-8/1796, 14-30=-8/1796, 14-31=-8/1796, 13-31=-8/1796, 13-32=-147/2309, 32-33=-147/2309, 11-33=-147/2309 WEBS 4-17=-355/264, 6-17=-143/846, 6-15=-60/418, 7-15=-60/418, 7-13=-143/846, 9-13=-355/264 NOTES- (10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=165, 11=165. 8) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 20,2018 Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.46 0.88 0.34 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.66 0.05 (loc) 6-8 6-8 6 l/defl >999 >398 n/a L/d 240 180 n/a PLATES MT20 Weight: 73 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=865/0-3-8, 6=865/0-3-8 Max Horz 2=61(LC 6) Max Uplift2=-122(LC 6), 6=-122(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1298/292, 3-4=-986/204, 4-5=-986/204, 5-6=-1298/292 BOT CHORD 2-8=-177/1107, 6-8=-177/1107 WEBS 4-8=-40/595, 5-8=-352/191, 3-8=-352/191 NOTES- (7-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=122, 6=122. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 20,2018 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.57 0.50 0.37 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.35 0.00 (loc) 7-8 7-8 6 l/defl >993 >421 n/a L/d 240 180 n/a PLATES MT20 Weight: 78 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-7: 2x4 SPF No.2 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. (lb/size) 6=491/0-3-8, 8=592/0-3-8 Max Horz 8=354(LC 5) Max Uplift6=-88(LC 6), 8=-45(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-328/184, 3-4=-321/191, 4-5=-282/193, 2-8=-357/219, 5-6=-508/101 WEBS 5-7=-105/282 NOTES- (7-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 8. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 20,2018 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.07 0.03 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 10 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 50 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud 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. All bearings 14-0-0. (lb) - Max Horz 1=-104(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 11, 2, 10, 16, 17, 18, 14, 13, 12 Max Grav All reactions 250 lb or less at joint(s) 1, 11, 2, 10, 15, 16, 17, 18, 14, 13, 12 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (11-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 11, 2, 10, 16, 17, 18, 14, 13, 12. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 20,2018 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.07 0.05 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud 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. All bearings 9-0-0. (lb) - Max Horz 1=-65(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 2, 6, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7, 2, 6, 9, 10, 8 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (11-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 2, 6, 10, 8. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 20,2018 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.16 0.09 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 40 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud 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. All bearings 14-0-0. (lb) - Max Horz 1=-104(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7, 2, 6, 9 except 10=280(LC 10), 8=280(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (11-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 10, 8. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 20,2018 0.16 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.02 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud 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) 2=178/7-6-2, 4=178/7-6-2, 6=246/7-6-2 Max Horz 2=60(LC 5) Max Uplift2=-50(LC 6), 4=-56(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 20,2018 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.69 0.29 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.42 0.00 (loc) 6-7 6-7 6 l/defl >685 >275 n/a L/d 240 180 n/a PLATES MT20 Weight: 140 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-7: 2x4 SPF-S 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. WEBS 1 Row at midpt 5-6 REACTIONS. (lb/size) 6=483/0-3-8, 7=2239/0-3-8 Max Horz 7=435(LC 5) Max Uplift6=-297(LC 5), 7=-187(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-100/608, 2-8=-929/449, 3-8=0/304, 2-7=-1947/673 WEBS 3-6=-382/324, 3-7=-369/214 NOTES- (7-10) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-4-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=297, 7=187. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 5-8=-54, 6-7=-20 Trapezoidal Loads (plf) Vert: 1=-774(F=-720)-to-2=-623(F=-569), 2=-623(F=-569)-to-8=-114(F=-60) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 20,2018 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.22 0.20 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 -0.00 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 74 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-8,2-7: 2x4 SPF-S 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 8-4-10 oc bracing. WEBS 1 Row at midpt 5-6, 3-6 REACTIONS. (lb/size) 6=417/0-3-8, 8=459/0-3-8 Max Horz 8=447(LC 6) Max Uplift6=-370(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-313/0, 2-8=-426/0 BOT CHORD 7-8=-497/60 WEBS 3-6=-290/357, 2-7=-2/368 NOTES- (6-9) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=370. 5) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 20,2018 TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.83 0.49 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.34 0.00 (loc) 7 7 6 l/defl >703 >422 n/a L/d 240 180 n/a PLATES MT20 Weight: 104 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 9-10,17-18: 2x4 SPF No.2 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=708/0-3-8, 6=708/0-3-8 Max Horz 8=271(LC 5) Max Uplift8=-70(LC 7), 6=-70(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-483/167, 3-4=-483/167, 2-8=-522/213, 4-6=-522/213 WEBS 3-7=-45/293 NOTES- (9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 20,2018 1.15 1.15 YES IRC2006/TPI2002 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) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 35 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud 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. All bearings 8-7-11. (lb) - Max Horz 1=-113(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 11, 12, 9, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7, 10, 11, 12, 9, 8 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 11, 12, 9, 8. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 20,2018 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.22 0.20 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 -0.00 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 87 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-8,2-7: 2x4 SPF-S Stud OTHERS 2x4 SPF-S 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 8-4-10 oc bracing. WEBS 1 Row at midpt 5-6, 3-6 REACTIONS. (lb/size) 6=417/0-3-8, 8=459/0-3-8 Max Horz 8=447(LC 6) Max Uplift6=-370(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-313/0, 2-8=-426/0 BOT CHORD 7-8=-497/60 WEBS 3-6=-290/357, 2-7=-2/368 NOTES- (8-11) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable studs spaced at 1-4-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=370. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 20,2018 44-9-8 15-4-12 45-9-8 1-0-0 0-8-0 10-11-3 0-8-0 10-11-3 8.00 12 Plate Offsets (X,Y)-- [9:0-3-0,0-3-0], [14:0-4-4,0-2-4], [26:0-4-4,0-2-4], [31:0-3-0,0-3-0], [38:0-3-8,0-1-8], [53:0-2-4,0-1-8], [63:0-2-12,0-0-4], [76:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.17 0.07 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.01 (loc) 39 39 40 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 362 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 20-58,19-59,18-60,17-61,16-62,15-64,13-65,12-66,21-57,22-56,23-55,24-54,25-52,27-51,28-50: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 14-26. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 20-58, 19-59, 18-60, 17-61, 16-62, 15-64, 13-65, 12-66, 11-67, 21-57, 22-56, 23-55, 24-54, 25-52, 27-51, 28-50, 29-49 REACTIONS. All bearings 44-9-8. (lb) - Max Horz 76=-255(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 40, 58, 59, 60, 61, 62, 64, 65, 66, 67, 68, 69, 70, 71, 72, 73, 74, 57, 56, 55, 54, 50, 49, 48, 47, 46, 45, 44, 43, 42, 41 except 76=-162(LC 4), 75=-128(LC 5) Max Grav All reactions 250 lb or less at joint(s) 76, 40, 58, 59, 60, 61, 62, 64, 65, 66, 67, 68, 69, 70, 71, 72, 73, 74, 75, 57, 56, 55, 54, 52, 51, 50, 49, 48, 47, 46, 45, 44, 43, 42, 41 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (14-17) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 40, 58, 59, 60, 61, 62, 64, 65, 66, 67, 68, 69, 70, 71, 72, 73, 74, 57, 56, 55, 54, 50, 49, 48, 47, 46, 45, 44, 43, 42, 41 except (jt=lb) 76=162, 75=128. 12) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 15) BCSI1. 16) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 17) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 20,2018 7-7-2 22-4-12 7-0-0 29-4-12 7-0-0 36-11-14 7-7-2 44-9-8 7-9-10 0-8-0 10-11-3 0-8-0 10-11-3 8.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-3-0], [6:0-3-12,0-2-0], [8:0-3-12,0-2-0], [12:0-0-0,0-2-1], [18:0-4-0,0-3-0], [19:0-4-0,0-0-1], [21:0-1-8,0-1-0], [27:0-1-8,0-1-0], [28:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix-M) 0.82 0.92 0.50 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.68 0.15 (loc) 15-17 15-17 12 l/defl >999 >786 n/a L/d 240 180 n/a PLATES MT20 Weight: 287 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-17,10-13: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-11-12 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 7-15 REACTIONS. (lb/size) 12=1657/0-3-8, 2=1712/0-3-8 Max Horz 2=250(LC 5) Max Uplift12=-132(LC 7), 2=-167(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1289/0, 3-4=-2450/373, 4-5=-2253/379, 5-6=-2131/412, 6-7=-1787/389, 7-8=-1787/389, 8-9=-2133/414, 9-10=-2256/381, 10-11=-2453/375, 11-12=-1306/0 BOT CHORD 2-17=-248/1958, 16-17=-179/1577, 15-16=-179/1577, 14-15=-77/1577, 13-14=-77/1577, 12-13=-220/1962 WEBS 4-17=-352/247, 6-17=-81/568, 6-15=-173/522, 7-15=-424/229, 8-15=-172/522, 8-13=-83/569, 10-13=-354/249 NOTES- (11-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=132, 2=167. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 20,2018 1-0-0 0-8-0 11-5-3 0-8-0 11-5-3 8.00 12 Plate Offsets (X,Y)-- [15:0-4-8,0-2-8], [23:0-4-8,0-2-8], [38:0-3-8,0-1-8], [48:0-3-0,0-3-0], [58:0-3-0,0-3-0], [68:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.17 0.07 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.01 (loc) 37 37 38 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 328 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 19-53,18-54,17-55,16-56,14-57,13-58,12-59,20-52,21-51,22-50,24-49,25-48,26-47: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 15-23. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 19-53, 18-54, 17-55, 16-56, 14-57, 13-58, 12-59, 20-52, 21-51, 22-50, 24-49, 25-48, 26-47 REACTIONS. All bearings 41-3-8. (lb) - Max Horz 68=266(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 38, 53, 54, 55, 56, 57, 58, 59, 60, 61, 62, 63, 64, 65, 66, 67, 52, 51, 48, 47, 46, 45, 44, 43, 42, 41, 40, 39 except 68=-119(LC 4) Max Grav All reactions 250 lb or less at joint(s) 68, 38, 53, 54, 55, 56, 57, 58, 59, 60, 61, 62, 63, 64, 65, 66, 67, 52, 51, 50, 49, 48, 47, 46, 45, 44, 43, 42, 41, 40, 39 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (14-17) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 38, 53, 54, 55, 56, 57, 58, 59, 60, 61, 62, 63, 64, 65, 66, 67, 52, 51, 48, 47, 46, 45, 44, 43, 42, 41, 40, 39 except (jt=lb) 68=119. 12) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 15) BCSI1. 16) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 17) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 20,2018 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.06 0.02 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 19 19 18 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 99 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud 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. All bearings 22-0-0. (lb) - Max Horz 2=61(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 2, 28, 29, 30, 32, 33, 34, 35, 26, 25, 24, 23, 22, 21, 20, 18 Max Grav All reactions 250 lb or less at joint(s) 2, 27, 28, 29, 30, 32, 33, 34, 35, 26, 25, 24, 23, 22, 21, 20, 18 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (11-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 28, 29, 30, 32, 33, 34, 35, 26, 25, 24, 23, 22, 21, 20, 18. 10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 20,2018 3-2-8 10-3-4 3-2-8 14.00 12 Plate Offsets (X,Y)-- [7:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.80 0.34 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 0.00 (loc) 13 13 14 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 104 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 7-19,6-20,8-18: 2x4 SPF No.2 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 7-19, 6-20, 8-18 REACTIONS. All bearings 12-1-4. (lb) - Max Horz 24=276(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 20, 21, 22, 18, 17, 16 except 24=-729(LC 4), 14=-722(LC 5), 23=-644(LC 5), 15=-638(LC 4) Max Grav All reactions 250 lb or less at joint(s) 20, 21, 22, 18, 17, 16 except 24=669(LC 5), 14=662(LC 4), 19=427(LC 7), 23=651(LC 4), 15=644(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-24=-287/369, 2-3=-268/348, 4-5=-25/293, 5-6=-24/390, 6-7=-29/419, 7-8=-29/419, 8-9=-24/390, 9-10=-25/293, 11-12=-264/344, 12-14=-283/366 WEBS 7-19=-559/0 NOTES- (11-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 21, 22, 18, 17, 16 except (jt=lb) 24=729, 14=722, 23=644, 15=638. 10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 20,2018 14.00 12 Plate Offsets (X,Y)-- [9:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.51 0.25 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 1 1 13 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 108 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 9-16,8-17,10-15: 2x4 SPF No.2 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 9-16, 8-17, 10-15 REACTIONS. All bearings 12-7-8. (lb) - Max Horz 23=354(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 13, 17, 18, 19, 20, 21, 15 except 23=-617(LC 4), 16=-118(LC 5), 22=-614(LC 5), 14=-104(LC 7) Max Grav All reactions 250 lb or less at joint(s) 13, 17, 18, 19, 20, 21, 15, 14 except 23=871(LC 5), 16=323(LC 7), 22=435(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-23=-522/395, 2-3=-575/423, 3-4=-375/291, 4-5=-317/275, 5-6=-271/267, 6-7=-221/258, 7-8=-177/261, 8-9=-113/302, 9-10=-87/301, 10-11=-89/260 WEBS 9-16=-389/137, 3-22=-186/258 NOTES- (11-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 17, 18, 19, 20, 21, 15 except (jt=lb) 23=617, 16=118, 22=614, 14=104. 10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 20,2018 Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 1 1 5 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=41/2-8-0, 7=133/2-8-0, 6=64/2-8-0 Max Horz 7=70(LC 5) Max Uplift5=-9(LC 5), 7=-35(LC 6), 6=-26(LC 6) Max Grav 5=41(LC 1), 7=133(LC 1), 6=67(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (10-13) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7, 6. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 20,2018