Loading...
HomeMy WebLinkAbout18100084 Truss PlansRe: 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: I34867054 thru I34867081 My license renewal date for the state of Indiana is July 31, 2020. B18802915 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: CALA 35 CLAY 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. October 4,2018 Job B18802915 Truss GE01 Truss Type Common Supported Gable Qty 1 Ply 1 CALA 35 CLAY Job Reference (optional) I34867054 Builders First Source, mooresville,in 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 4 05:29:20 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-X3xjshXbN9rYGsAWD9zRFiU52uOpp_Fwl1qOk2yWuJz Scale = 1:49.9 Sheet Front Full Sheathing 1 Ply 1/2RyDOW8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 28 27 26 25 24 23 22 21 20 19 18 17 16 3x6 3x6 4x6 3x6 2x4 2x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 16-0-0 Job B18802915 Truss GE02 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 CALA 35 CLAY Job Reference (optional) I34867055 Builders First Source, mooresville,in 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 4 05:29:26 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-MDJ_6kcMz?bh_nefZQ4rVzkESJUlDl_p7zHjxhyWuJt Scale = 1:131.2 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 26 2728 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 107 106 105104 103 102101 98 99 100 97 95 96 94 93 92 91 90 89 88 87 86 85 84 83 82 Job B18802915 Truss GE02 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 CALA 35 CLAY Job Reference (optional) I34867055 Builders First Source, mooresville,in 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 4 05:29:27 2018 Page 2 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-qPsMK4c_kJjYcwCs77b42AHPCiq_yCEyMd0GU8yWuJs NOTES- (15-16) 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) 2, 98, 81, 78, 79, 80, 83, 84, 85, 86, 87, 88, 92, 93, 94, 95, 96, 99, 100, 101, 102, 103, 104, 105, 106, 107, 74, 73, 72, 71, 70, 68, 67, 65, 64, 63, 62, 61, 60, 59, 58, 57, 56, 54. 12) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 83, 84, 85, 86, 87, 88, 89, 90, 91, 92, 93, 94, 95, 96. 13) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 16) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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 B18802915 Truss GE03 Truss Type Common Supported Gable Qty 1 Ply 1 CALA 35 CLAY Job Reference (optional) I34867056 Builders First Source, mooresville,in 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 4 05:29:29 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-mo_6lmeEFw_GrEMEEYdY7bMmtWXgQ7aFqxVNY0yWuJq Scale = 1:44.9 Sheet Back Full Sheathing 1 Ply 1/2RyDOW8 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 3x8 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 Job B18802915 Truss GE04 Truss Type Monopitch Supported Gable Qty 1 Ply 1 CALA 35 CLAY Job Reference (optional) I34867057 Builders First Source, mooresville,in 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 4 05:29:30 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-F_YVy6fs0E67TOxRoF8nfpvtNwr79avO2bFw4TyWuJp Scale = 1:30.4 Sheet Back Full Sheathing 1 Ply 1/2RyDOW8 1 2 3 4 5 6 12 11 10 9 8 7 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5-11-8 5-11-8 1-10-8 4-10-4 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 Job B18802915 Truss GE05 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 CALA 35 CLAY Job Reference (optional) I34867058 Builders First Source, mooresville,in 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 4 05:29:34 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-7mo?oTiN4TcZy?FC15Djqf3ULXBJ5Ls_zCD8DEyWuJl Scale = 1:84.1 Sheet Back Full Sheathing 1 Ply 1/2RyDOW8 12 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 38 78 77 76 75 74 73 72 71 70 69 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 4039 3x6 3x6 3x6 3x4 3x6 3x6 3x6 5x6 5x6 23-3-0 23-3-0 45-9-0 Job B18802915 Truss GE05 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 CALA 35 CLAY Job Reference (optional) I34867058 Builders First Source, mooresville,in 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 4 05:29:34 2018 Page 2 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-7mo?oTiN4TcZy?FC15Djqf3ULXBJ5Ls_zCD8DEyWuJl NOTES- (16-17) 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 39, 38, 58, 54, 55, 56, 60, 61, 62, 63, 64, 65, 66, 68, 69, 70, 71, 73, 74, 75, 76, 51, 50, 49, 48, 47, 46, 45, 44, 43, 42, 41, 59 except (jt=lb) 78=377, 77=243, 40=142. 13) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 78, 60, 61, 62, 63, 64, 65, 66, 67, 68, 69, 70, 71, 73, 74, 75, 76, 77. 14) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 15) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 17) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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 B18802915 Truss M02 Truss Type Monopitch Qty 10 Ply 1 CALA 35 CLAY Job Reference (optional) I34867059 Builders First Source, mooresville,in 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 4 05:29:34 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-7mo?oTiN4TcZy?FC15Djqf3XKXA?5Nn_zCD8DEyWuJl Scale = 1:28.4 1 2 4 3 3x4 3x6 3x4 2x4 5-11-8 5-11-8 5-11-8 5-11-8 1-10-8 4-10-4 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.40 0.27 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Job B18802915 Truss PB01 Truss Type GABLE Qty 18 Ply 1 CALA 35 CLAY Job Reference (optional) I34867060 Builders First Source, mooresville,in 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 4 05:29:35 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-byLO?pj?rmkQZ9qObokyMscmNxZzqps8CsyhmgyWuJk Scale = 1:28.5 2 3 4 5 6 10 9 8 1 7 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 16-0-0 16-0-0 8-0-0 8-0-0 16-0-0 8-0-0 -0-0-4 3-11-12 4-0-0 0-1-0 0-1-8 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES Job B18802915 Truss PBE01 Truss Type GABLE Qty 1 Ply 1 CALA 35 CLAY Job Reference (optional) I34867061 Builders First Source, mooresville,in 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 4 05:29:36 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-38vmD9jdc4sGBJOa9WFBv49y8LwlZHfHRWiEI6yWuJj Scale = 1:29.0 Sheet Front Full Sheathing 1 Ply 1/2RyDOW8 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 16-0-0 16-0-0 8-0-0 8-0-0 16-0-0 8-0-0 -0-0-4 3-11-12 4-0-0 0-1-0 0-1-8 6.00 12 LOADING (psf) TCLL TCDL Job B18802915 Truss PBE02 Truss Type GABLE Qty 1 Ply 1 CALA 35 CLAY Job Reference (optional) I34867062 Builders First Source, mooresville,in 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 4 05:29:37 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-XKT8QVkFNO_7pTzniDmQRHh7ukG_IkvQfARoqZyWuJi Scale = 1:29.0 Sheet Back Full Sheathing 1 Ply 1/2RyDOW8 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 16-0-0 16-0-0 8-0-0 8-0-0 16-0-0 8-0-0 -0-0-4 3-11-12 4-0-0 0-1-0 0-1-8 6.00 12 LOADING (psf) TCLL TCDL Job B18802915 Truss T01 Truss Type Common Qty 1 Ply 1 CALA 35 CLAY Job Reference (optional) I34867063 Builders First Source, mooresville,in 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 4 05:29:38 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-0X1Werlu8h6_QdYzGxHf_VE448VP1AOauqBLM?yWuJh Scale = 1:49.2 1 2 3 4 5 8 7 6 4x6 3x4 3x8 3x4 6x6 6x6 8-0-0 8-0-0 16-0-0 8-0-0 -1-3-4 1-3-4 8-0-0 8-0-0 16-0-0 8-0-0 17-3-4 1-3-4 3-6-0 8-2-0 3-6-0 7.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES Job B18802915 Truss T02 Truss Type Roof Special Qty 5 Ply 1 CALA 35 CLAY Job Reference (optional) I34867064 Builders First Source, mooresville,in 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 4 05:29:39 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-UjburBmWv?Er2n79qepuXinJOYn8mTcj7UwvvRyWuJg Scale = 1:49.5 1 2 3 4 5 6 7 14 13 12 11 10 9 8 4x6 2x4 3x6 3x6 2x4 4x8 4x8 5x8 4x8 5x8 4x8 3x8 2-4-0 2-4-0 8-0-0 5-8-0 13-8-0 5-8-0 16-0-0 2-4-0 -1-3-4 1-3-4 2-4-0 2-4-0 8-0-0 5-8-0 13-8-0 5-8-0 16-0-0 2-4-0 17-3-4 1-3-4 3-6-0 8-2-0 Job B18802915 Truss T03 Truss Type PIGGYBACK BASE Qty 7 Ply 1 CALA 35 CLAY Job Reference (optional) I34867065 Builders First Source, mooresville,in 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 4 05:29:40 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-yv9H2Xn8gJMigwiMOMK73wJWPy6zVtitL8gSRtyWuJf Scale = 1:119.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 27 15 26 25 24 23 22 21 20 19 18 17 16 5x6 6x6 6x8 5x6 8x8 5x6 5x6 3x6 3x6 3x4 3x6 5x8 5x8 5x8 6x10 5x6 8x10 5x12 5x8 5x6 5x12 5x12 3x8 3x6 4x6 Job B18802915 Truss T03 Truss Type PIGGYBACK BASE Qty 7 Ply 1 CALA 35 CLAY Job Reference (optional) I34867065 Builders First Source, mooresville,in 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 4 05:29:40 2018 Page 2 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-yv9H2Xn8gJMigwiMOMK73wJWPy6zVtitL8gSRtyWuJf 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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 B18802915 Truss T04 Truss Type Common Qty 9 Ply 1 CALA 35 CLAY Job Reference (optional) I34867066 Builders First Source, mooresville,in 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 4 05:29:40 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-yv9H2Xn8gJMigwiMOMK73wJYYy3XV0VtL8gSRtyWuJf Scale = 1:38.3 1 2 3 4 5 6 7 8 4x6 6x8 5x12 2x4 2x4 6x8 11-0-0 11-0-0 22-0-0 11-0-0 -0-11-4 0-11-4 5-6-9 5-6-9 11-0-0 5-5-7 16-5-7 5-5-7 22-0-0 5-6-9 22-11-4 0-11-4 0-6-14 6-0-14 0-6-14 6.00 12 Plate Offsets (X,Y)-- [2:0-0-2,0-0-10], [2:0-0-13,0-5-12], [2:0-4-0,Edge], [6:0-4-0,Edge], [6:0-0-13,0-5-12], [6:0-0-2,0-0-10], [8:0-6-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Job B18802915 Truss T05 Truss Type Common Qty 1 Ply 1 CALA 35 CLAY Job Reference (optional) I34867067 Builders First Source, mooresville,in 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 4 05:29:41 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-Q6jfGtnmRcUZH4HYx3rMc7sj6MPkETe0aoP?zKyWuJe Scale = 1:38.1 1 2 3 4 5 6 7 4x6 5x12 2x4 2x4 6x8 6x8 11-0-0 11-0-0 22-0-0 11-0-0 5-6-9 5-6-9 11-0-0 5-5-7 16-5-7 5-5-7 22-0-0 5-6-9 22-11-4 0-11-4 0-6-14 6-0-14 0-6-14 6.00 12 Plate Offsets (X,Y)-- [1:0-0-2,0-0-10], [1:0-0-13,0-5-12], [1:0-4-0,Edge], [5:0-4-0,Edge], [5:0-0-13,0-5-12], [5:0-0-2,0-0-10], [7:0-6-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code Job B18802915 Truss T06 Truss Type Piggyback Base Qty 1 Ply 1 CALA 35 CLAY Job Reference (optional) I34867068 Builders First Source, mooresville,in 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 4 05:29:43 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-MUqPhYp0yEkHXORw3UtqhYx0W97LiGeJ26u62CyWuJc Scale = 1:122.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 27 26 25 24 23 22 21 20 19 18 17 16 15 29 30 31 32 33 28 4x6 6x6 6x8 4x6 6x10 10x10 5x6 3x6 3x4 3x4 3x8 5x12 5x8 5x8 6x10 5x6 8x16 5x12 5x8 5x6 Job B18802915 Truss T06 Truss Type Piggyback Base Qty 1 Ply 1 CALA 35 CLAY Job Reference (optional) I34867068 Builders First Source, mooresville,in 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 4 05:29:43 2018 Page 2 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-MUqPhYp0yEkHXORw3UtqhYx0W97LiGeJ26u62CyWuJc NOTES- (11-12) 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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 B18802915 Truss T07 Truss Type Piggyback Base Qty 2 Ply 1 CALA 35 CLAY Job Reference (optional) I34867069 Builders First Source, mooresville,in 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 4 05:29:45 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-ItyA6EqHUr??miaJAvvImz1JpzmBA8ocVQND65yWuJa Scale = 1:101.7 1 2 3 4 5 6 7 8 9 10 11 24 23 12 22 21 20 19 18 17 16 15 14 25 26 27 13 5x6 5x12 3x6 6x16 3x4 3x6 2x4 2x4 3x8 MT18HS 3x6 4x8 3x8 3x6 6x16 5x12 3x6 3x8 2x4 5x8 2x4 5x6 3x6 4x6 6-7-15 6-7-15 13-0-6 6-4-7 23-3-0 10-2-10 Job B18802915 Truss T10 Truss Type Piggyback Base Qty 8 Ply 1 CALA 35 CLAY Job Reference (optional) I34867070 Builders First Source, mooresville,in 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 4 05:29:46 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-n3WYJarvF97sOr9VkcRXJBZS0N6dvgflk47mfXyWuJZ Scale = 1:81.0 1 2 3 4 5 6 7 8 9 19 18 17 16 15 14 13 12 11 10 20 21 22 5x6 5x12 3x6 3x4 3x6 2x4 2x4 3x8 3x6 4x8 3x8 3x6 6x16 5x12 3x6 3x12 3x4 5x6 4x6 6-7-15 6-7-15 13-0-6 6-4-7 23-3-0 10-2-10 29-0-6 5-9-6 37-2-15 8-2-9 45-9-0 8-6-1 6-7-15 Job B18802915 Truss TG01 Truss Type Common Girder Qty 1 Ply 2 CALA 35 CLAY Job Reference (optional) I34867071 Builders First Source, mooresville,in 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 4 05:29:47 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-FG4wXwsX0SFj??kiIKymrO6kUmcxe43vyktKBzyWuJY Scale = 1:49.5 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 3x6 3x6 3x6 8x8 8x8 2x4 10x10 3x8 4x8 3x4 6x6 6x8 2x4 6x8 3x6 6x6 6x6 8x8 2-0-12 2-0-12 4-0-12 2-0-0 6-0-12 2-0-0 8-0-0 1-11-4 10-0-12 2-0-12 12-0-12 2-0-0 14-0-12 2-0-0 16-0-0 1-11-4 -1-3-4 Job B18802915 Truss TG01 Truss Type Common Girder Qty 1 Ply 2 CALA 35 CLAY Job Reference (optional) I34867071 Builders First Source, mooresville,in 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 4 05:29:47 2018 Page 2 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-FG4wXwsX0SFj??kiIKymrO6kUmcxe43vyktKBzyWuJY 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-6=-60, 6-10=-60, 10-11=-60, 12-20=-20 Concentrated Loads (lb) Vert: 16=-2022(B) 19=-2022(B) 18=-2022(B) 17=-2022(B) 15=-2022(B) 14=-2022(B) 13=-2022(B) 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 B18802915 Truss V01 Truss Type Valley Qty 1 Ply 1 CALA 35 CLAY Job Reference (optional) I34867072 Builders First Source, mooresville,in 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 4 05:29:48 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-jSeIkGt9nmNad9Jus1T?Ocf_SA_?NhU2BOctjQyWuJX Scale = 1:38.1 1 2 3 4 5 6 7 12 11 13 10 14 9 8 2x4 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 16-0-0 16-0-0 -1-3-4 1-3-4 8-0-0 8-0-0 16-0-0 8-0-0 17-3-4 1-3-4 1-5-13 6-1-13 1-5-13 7.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Job B18802915 Truss V02 Truss Type Valley Qty 1 Ply 1 CALA 35 CLAY Job Reference (optional) I34867073 Builders First Source, mooresville,in 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 4 05:29:48 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-jSeIkGt9nmNad9Jus1T?Ocf_6AzuNif2BOctjQyWuJX Scale = 1:34.3 1 2 3 4 5 3x6 9 8 7 6 4x6 3x4 2x4 2x4 3x6 2x4 2x4 2x4 0-0-7 0-0-7 17-7-15 17-7-8 8-10-0 8-10-0 17-7-15 8-10-0 0-0-4 5-1-13 0-0-4 7.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. Job B18802915 Truss V03 Truss Type Valley Qty 1 Ply 1 CALA 35 CLAY Job Reference (optional) I34867074 Builders First Source, mooresville,in 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 4 05:29:49 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-BeCgxcunY4VQFJu4Pl_ExpB63aL969FBQ2MQFsyWuJW Scale = 1:26.5 1 2 3 4 5 3x4 8 7 6 4x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-7 0-0-7 14-2-13 14-2-6 7-1-6 7-1-6 14-2-13 7-1-6 0-0-4 4-1-13 0-0-4 7.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. Job B18802915 Truss V04 Truss Type Valley Qty 1 Ply 1 CALA 35 CLAY Job Reference (optional) I34867075 Builders First Source, mooresville,in 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 4 05:29:49 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-BeCgxcunY4VQFJu4Pl_ExpB6PaIX69IBQ2MQFsyWuJW Scale = 1:20.8 1 2 3 4 3x8 4x6 2x4 3x8 10-9-4 10-9-4 10-9-10 0-0-7 5-4-13 5-4-13 10-9-10 5-4-13 0-0-4 3-1-13 0-0-4 7.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.35 Job B18802915 Truss V05 Truss Type Valley Qty 1 Ply 1 CALA 35 CLAY Job Reference (optional) I34867076 Builders First Source, mooresville,in 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 4 05:29:50 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-frl39yuPJNdHsTTHzSVTT1kHL_fVrd3Lfi5_oIyWuJV Scale = 1:15.7 1 2 3 4 2x4 4x6 2x4 2x4 0-0-7 0-0-7 7-4-8 7-4-1 3-8-4 3-8-4 7-4-8 3-8-4 0-0-4 2-1-13 0-0-4 7.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.33 Job B18802915 Truss V06 Truss Type Valley Qty 1 Ply 1 CALA 35 CLAY Job Reference (optional) I34867077 Builders First Source, mooresville,in 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 4 05:29:50 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-frl39yuPJNdHsTTHzSVTT1kLT_gyrdkLfi5_oIyWuJV Scale = 1:8.5 1 2 3 2x4 3x4 2x4 0-0-7 0-0-7 3-11-6 3-10-15 1-11-11 1-11-11 3-11-6 1-11-11 0-0-4 1-1-13 0-0-4 7.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.07 Job B18802915 Truss V07 Truss Type Valley Qty 1 Ply 1 CALA 35 CLAY Job Reference (optional) I34867078 Builders First Source, mooresville,in 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 4 05:29:51 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-71JRMIv14hl8Ud2TXA0i0EHVrO?Za3nUtMrXKlyWuJU Scale = 1:28.4 1 2 3 4 5 3x4 8 7 6 4x6 3x4 2x4 5x6 2x4 2x4 2x4 16-3-12 16-3-12 16-4-4 0-0-8 8-2-2 8-2-2 16-4-4 8-2-2 0-0-4 4-1-1 0-0-4 6.00 12 Plate Offsets (X,Y)-- [7:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 Job B18802915 Truss V08 Truss Type Valley Qty 1 Ply 1 CALA 35 CLAY Job Reference (optional) I34867079 Builders First Source, mooresville,in 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 4 05:29:52 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-bDtpadwgr?t?6mdf5tXxYSpbznI0JVqe60a5sByWuJT Scale = 1:21.5 1 2 3 4 3x12 4x8 3x12 2x4 12-3-12 12-3-12 12-4-4 0-0-8 6-2-2 6-2-2 12-4-4 6-2-2 0-0-4 3-1-1 0-0-4 6.00 12 Plate Offsets (X,Y)-- [1:0-9-11,Edge], [3:0-3-3,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Job B18802915 Truss V09 Truss Type Valley Qty 1 Ply 1 CALA 35 CLAY Job Reference (optional) I34867080 Builders First Source, mooresville,in 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 4 05:29:52 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-bDtpadwgr?t?6mdf5tXxYSpcPnLCJWSe60a5sByWuJT Scale = 1:15.7 1 2 3 4 2x4 4x6 2x4 2x4 0-0-8 0-0-8 8-4-4 8-3-12 4-2-2 4-2-2 8-4-4 4-2-2 0-0-4 2-1-1 0-0-4 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.42 Job B18802915 Truss V10 Truss Type Valley Qty 1 Ply 1 CALA 35 CLAY Job Reference (optional) I34867081 Builders First Source, mooresville,in 8.220 s Sep 24 2018 MiTek Industries, Inc. Thu Oct 4 05:29:53 2018 Page 1 ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-3PRBnzxIcI?sjwCrea3A5fMsWBg92zUnLgKeOdyWuJS Scale = 1:8.1 1 2 3 2x4 3x4 2x4 0-0-8 0-0-8 4-4-4 4-3-12 2-2-2 2-2-2 4-4-4 2-2-2 0-0-4 1-1-1 0-0-4 6.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.08 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. 0.22 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=124/4-3-4, 3=124/4-3-4 Max Horz 1=8(LC 5) Max Uplift 1=-6(LC 6), 3=-6(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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. October 4,2018 0.14 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 19 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. (lb/size) 1=144/8-3-4, 3=144/8-3-4, 4=279/8-3-4 Max Horz 1=-17(LC 4) Max Uplift 1=-20(LC 6), 3=-23(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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. October 4,2018 Matrix-SH 0.45 0.34 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 29 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. (lb/size) 1=198/12-3-4, 3=198/12-3-4, 4=492/12-3-4 Max Horz 1=-27(LC 4) Max Uplift 1=-21(LC 6), 3=-25(LC 7), 4=-3(LC 6) Max Grav 1=202(LC 10), 3=202(LC 11), 4=492(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-296/103 NOTES- (8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 1, 3, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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. October 4,2018 CSI. TC BC WB Matrix-SH 0.16 0.16 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 43 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-7: 2x4 SPF-S Stud 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 16-3-4. (lb) - Max Horz 1=-37(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=263(LC 1), 8=360(LC 10), 6=356(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-265/131, 4-6=-268/132 NOTES- (8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 1, 8, 6. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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. October 4,2018 0.19 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=115/3-10-8, 3=115/3-10-8 Max Horz 1=-19(LC 4) Max Uplift 1=-5(LC 6), 3=-5(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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. October 4,2018 0.22 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud 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) 1=131/7-3-10, 3=131/7-3-10, 4=242/7-3-10 Max Horz 1=-43(LC 4) Max Uplift 1=-19(LC 6), 3=-22(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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. October 4,2018 0.26 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 26 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. (lb/size) 1=179/10-8-13, 3=179/10-8-13, 4=419/10-8-13 Max Horz 1=66(LC 5) Max Uplift 1=-18(LC 6), 3=-22(LC 7), 4=-1(LC 6) Max Grav 1=181(LC 10), 3=181(LC 11), 4=419(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 1, 3, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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. October 4,2018 TC BC WB Matrix-SH 0.37 0.10 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 37 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 14-1-15. (lb) - Max Horz 1=89(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=272(LC 1), 8=315(LC 10), 6=315(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 1, 8, 6. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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. October 4,2018 TC BC WB Matrix-SH 0.19 0.23 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 50 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-7: 2x4 SPF-S Stud 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 17-7-1. (lb) - Max Horz 1=-112(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 9, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 8 except 9=398(LC 10), 6=399(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-290/134, 4-6=-294/135 NOTES- (8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 1, 9, 6. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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. October 4,2018 Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.17 0.16 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 7 7 8 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 57 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 16-0-0. (lb) - Max Horz 12=-152(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 12, 8, 11, 9 Max Grav All reactions 250 lb or less at joint(s) 12, 8 except 10=462(LC 1), 11=400(LC 10), 9=400(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-258/131, 5-9=-258/130 NOTES- (8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 8, 11, 9. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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. October 4,2018 1-3-4 2-0-12 2-0-12 4-0-12 2-0-0 6-0-12 2-0-0 8-0-0 1-11-4 10-0-12 2-0-12 12-0-12 2-0-0 14-0-12 2-0-0 16-0-0 1-11-4 17-3-4 1-3-4 3-6-0 8-2-0 3-6-0 7.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [10:0-3-0,0-1-12], [13:0-3-8,0-4-0], [18:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.50 0.27 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.14 0.02 (loc) 16 16 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 298 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 2-20,10-12,2-19,10-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 20=7742/0-5-8, 12=7839/0-5-8 Max Horz 20=-218(LC 3) Max Uplift 20=-322(LC 5), 12=-326(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3968/206, 3-4=-3934/233, 4-5=-5320/308, 5-6=-5467/328, 6-7=-5480/326, 7-8=-5535/288, 8-9=-5230/260, 9-10=-3808/205, 2-20=-7708/328, 10-12=-7729/334 BOT CHORD 18-19=-231/4536, 17-18=-210/4745, 16-17=-173/4344, 15-16=-173/4344, 14-15=-139/4510, 13-14=-97/3216 WEBS 6-16=-77/2111, 2-19=-205/6467, 4-18=-112/2301, 4-19=-3367/112, 5-17=-93/730, 5-18=-739/70, 6-17=-151/1702, 6-15=-144/1601, 8-14=-956/43, 8-15=-66/694, 9-13=-3462/124, 9-14=-97/3028, 10-13=-207/6424 NOTES- (10-11) 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 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 3-19 2x4 - 1 row at 0-7-0 oc, member 9-13 2x4 - 1 row at 0-7-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 20=322, 12=326. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2022 lb down and 75 lb up at 2-0-12, 2022 lb down and 75 lb up at 4-0-12, 2022 lb down and 75 lb up at 6-0-12, 2022 lb down and 75 lb up at 8-0-12, 2022 lb down and 75 lb up at 10-0-12, and 2022 lb down and 75 lb up at 12-0-12, and 2022 lb down and 75 lb up at 14-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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. October 4,2018 6-7-15 13-0-6 6-4-7 18-1-11 5-1-5 23-3-0 5-1-5 29-0-6 5-9-6 37-2-15 8-2-9 45-9-0 8-6-1 2-10-8 9-4-11 11-4-11 3-0-6 2-0-0 11-4-11 6.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [3:0-3-0,0-2-0], [6:0-8-8,0-1-12], [9:Edge,0-1-12], [11:0-3-8,0-1-8], [15:0-5-12,0-2-4], [18:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.93 0.92 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.62 -1.22 0.14 (loc) 15-16 15-16 10 l/defl >875 >446 n/a L/d 240 180 n/a PLATES MT20 Weight: 240 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-9: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 15-17,10-12: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 2-18,7-11,1-19,9-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-4-5 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 15-16. WEBS 1 Row at midpt 5-14, 4-16, 6-13, 7-13, 9-10 REACTIONS. (lb/size) 19=2073/0-5-8, 10=2042/Mechanical Max Horz 19=-176(LC 4) Max Uplift 19=-39(LC 6), 10=-63(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2368/291, 2-3=-2568/350, 3-4=-2221/347, 4-5=-2631/403, 5-6=-2634/404, 6-7=-2359/375, 7-9=-2484/310, 1-19=-2003/245, 9-10=-1976/254 BOT CHORD 16-18=-65/2050, 15-16=-52/2511, 11-13=-126/2136 WEBS 5-15=-344/113, 2-18=-664/132, 2-16=-46/363, 3-16=-42/794, 4-16=-699/130, 4-15=-13/328, 13-15=-31/2099, 6-15=-94/1225, 6-13=-425/125, 7-11=-384/161, 1-18=-167/2156, 9-11=-153/2185 NOTES- (10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) 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) 19, 10. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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. October 4,2018 29-0-6 5-9-6 37-4-4 8-3-13 45-8-1 8-3-13 48-6-4 2-10-3 56-8-0 8-1-12 6-7-15 6-7-15 13-0-6 6-4-7 18-1-11 5-1-5 23-3-0 5-1-5 29-0-6 5-9-6 37-4-4 8-3-13 45-8-1 8-3-13 50-7-9 4-11-7 56-8-0 6-0-7 57-7-4 0-11-4 2-10-8 9-4-11 1-0-13 11-4-11 0-3-14 2-0-0 11-4-11 6.00 12 3.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-2-0], [3:0-3-0,0-2-0], [6:0-8-8,0-1-12], [11:0-3-4,Edge], [16:0-3-8,0-1-8], [20:0-5-12,0-2-4], [23:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.83 0.93 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.65 -1.28 0.17 (loc) 20-21 20-21 13 l/defl >898 >455 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 278 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-8,8-9: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 20-22: 2x4 SPF 2100F 1.8E, 11-15: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 2-23,7-16,9-14,9-13,10-13,1-24: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-15 oc purlins, except end verticals, and 2-0-0 oc purlins (3-2-11 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 20-21 6-0-0 oc bracing: 11-13. WEBS 1 Row at midpt 5-19, 4-21, 6-18, 7-18, 9-13 REACTIONS. (lb/size) 24=2144/0-3-8, 13=2876/0-3-8, 11=34/0-3-8 Max Horz 24=-190(LC 4) Max Uplift 24=-38(LC 6), 13=-119(LC 7), 11=-78(LC 10) Max Grav 24=2144(LC 1), 13=2876(LC 1), 11=50(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2455/299, 2-3=-2681/361, 3-4=-2324/356, 4-5=-2812/419, 5-6=-2815/421, 6-7=-2568/401, 7-9=-2911/364, 9-10=-152/1373, 10-11=-57/958, 1-24=-2074/251 BOT CHORD 21-23=-33/2128, 20-21=-26/2651, 16-18=-138/2520, 14-16=-64/1168, 13-14=-60/1169, 11-13=-879/85 WEBS 5-20=-343/113, 2-23=-696/135, 2-21=-45/393, 3-21=-47/844, 4-21=-777/128, 4-20=-15/407, 18-20=-14/2296, 6-20=-51/1217, 6-18=-354/89, 7-18=-460/162, 9-16=-78/1425, 9-13=-3443/396, 10-13=-504/166, 1-23=-175/2240 NOTES- (10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) 24, 11 except (jt=lb) 13=119. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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. October 4,2018 3x6 5x6 3x6 3x6 4x6 4-6-9 4-6-9 10-9-12 6-3-3 19-0-6 8-2-10 29-3-0 10-2-10 35-0-6 5-9-6 43-4-4 8-3-13 51-8-1 8-3-13 54-6-4 2-10-3 62-8-0 8-1-12 4-6-9 4-6-9 11-9-7 7-2-15 19-0-6 7-2-15 24-1-11 5-1-5 29-3-0 5-1-5 35-0-6 5-9-6 43-4-4 8-3-13 51-8-1 8-3-13 56-7-9 4-11-7 62-8-0 6-0-7 63-7-4 0-11-4 1-10-8 1-1-6 11-4-11 0-9-2 0-3-14 0-9-2 2-0-0 2-0-0 11-4-11 6.00 12 3.00 12 3.50 12 Plate Offsets (X,Y)-- [1:0-1-15,0-0-6], [8:0-5-12,0-3-0], [11:0-6-8,0-2-0], [13:0-3-4,Edge], [27:0-8-8,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.69 0.83 0.79 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.47 -0.90 0.11 (loc) 22-23 22-23 15 l/defl >999 >584 n/a L/d 240 180 n/a PLATES MT20 Weight: 329 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 11-14: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 24-26: 2x4 SP 2400F 2.0E, 22-24,13-17: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 2-26,2-25,4-25,9-18,11-16,11-15,12-15,1-28,2-27: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-9 oc purlins, except end verticals, and 2-0-0 oc purlins (5-0-8 max.): 5-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 7-22 WEBS 1 Row at midpt 4-25, 6-23, 8-20, 9-20, 11-15 REACTIONS. All bearings 0-3-8. (lb) - Max Horz 28=-149(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 25, 13, 28 except 15=-130(LC 7) Max Grav All reactions 250 lb or less at joint(s) 13, 28 except 25=2844(LC 1), 15=2471(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-24/906, 4-5=-1438/256, 5-6=-1191/267, 6-7=-2067/351, 7-8=-2059/353, 8-9=-2036/358, 9-11=-2480/330, 11-12=-116/1039, 12-13=-17/613 BOT CHORD 26-27=-326/226, 25-26=-306/198, 22-23=0/1705, 7-22=-334/112, 18-20=-112/2142, 16-18=-63/1111, 15-16=-60/1113, 13-15=-544/46 WEBS 2-25=-607/181, 4-25=-2522/303, 4-23=-24/1761, 5-23=-5/364, 6-23=-1094/143, 6-22=-29/730, 20-22=0/1898, 8-22=-57/741, 9-20=-564/173, 11-18=-51/1085, 11-15=-2896/345, 12-15=-522/172, 2-27=-31/352 NOTES- (11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by WTCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 4) Provide adequate drainage to prevent water ponding. 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) Bearing at joint(s) 28 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 25, 13, 28 except (jt=lb) 15=130. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and Continued referenced on page standard 2 ANSI/TPI 1. VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). 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. October 4,2018 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.49 0.90 0.38 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.67 0.05 (loc) 1-7 1-7 5 l/defl >999 >387 n/a L/d 240 180 n/a PLATES MT20 Weight: 75 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud WEDGE Left: 2x6 SPF No.2, Right: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=867/0-3-8, 5=935/0-3-8 Max Horz 1=-63(LC 7) Max Uplift 1=-42(LC 6), 5=-77(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1398/238, 2-3=-1059/170, 3-4=-1059/170, 4-5=-1394/235 BOT CHORD 1-7=-131/1186, 5-7=-126/1180 WEBS 3-7=-23/619, 4-7=-373/169, 2-7=-380/174 NOTES- (7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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) 1, 5. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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. October 4,2018 Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.48 0.90 0.37 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.66 0.05 (loc) 2-8 2-8 6 l/defl >999 >392 n/a L/d 240 180 n/a PLATES MT20 Weight: 76 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud WEDGE Left: 2x6 SPF No.2, Right: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=933/0-3-8, 6=933/0-3-8 Max Horz 2=-59(LC 7) Max Uplift 2=-76(LC 6), 6=-76(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1390/232, 3-4=-1055/167, 4-5=-1055/167, 5-6=-1390/232 BOT CHORD 2-8=-124/1177, 6-8=-124/1177 WEBS 4-8=-19/618, 5-8=-373/169, 3-8=-373/169 NOTES- (7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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) 2, 6. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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. October 4,2018 7-1-13 7-1-13 13-5-0 6-3-3 21-7-10 8-2-10 31-10-4 10-2-10 37-7-10 5-9-6 45-11-8 8-3-13 54-3-5 8-3-13 59-1-8 4-10-3 65-3-4 6-1-12 -0-11-4 0-11-4 7-1-13 7-1-13 14-4-11 7-2-15 21-7-10 7-2-15 26-8-15 5-1-5 31-10-4 5-1-5 37-7-10 5-9-6 45-11-8 8-3-13 54-3-5 8-3-13 59-2-13 4-11-7 65-3-4 6-0-7 66-2-8 0-11-4 0-6-14 11-4-11 0-3-14 2-0-0 11-4-11 6.00 12 3.00 12 3.50 12 Plate Offsets (X,Y)-- [9:0-5-8,0-2-12], [14:0-3-4,Edge], [17:0-3-8,0-2-8], [23:0-4-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.62 0.74 0.93 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.31 -0.85 0.10 (loc) 23-24 23-24 16 l/defl >999 >648 n/a L/d 240 180 n/a PLATES MT20 Weight: 333 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 12-15: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 25-27: 2x4 SP 2400F 2.0E, 23-25,14-18: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-27,3-26,5-26,21-23,10-19,12-17,13-16: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-6 oc purlins, except 2-0-0 oc purlins (5-4-0 max.): 6-9. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-22, 5-26, 7-24, 9-21, 10-21 REACTIONS. (lb/size) 2=237/0-3-8, 26=2780/0-3-8, 16=2336/0-3-8, 14=-28/0-3-8 Max Horz 2=112(LC 6) Max Uplift 2=-47(LC 7), 26=-96(LC 6), 16=-136(LC 7), 14=-79(LC 5) Max Grav 2=280(LC 10), 26=2780(LC 1), 16=2336(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-16/537, 3-5=-64/1143, 5-6=-1173/246, 6-7=-954/259, 7-8=-1847/366, 8-9=-1850/368, 9-10=-1939/376, 10-12=-2532/378, 12-13=-2229/297, 13-14=-115/1129 BOT CHORD 2-27=-470/142, 26-27=-431/117, 24-26=-458/173, 23-24=0/1484, 19-21=-155/2211, 17-19=-208/2175, 16-17=-1044/140, 14-16=-1044/140 WEBS 8-23=-337/112, 3-26=-746/186, 5-26=-2483/330, 5-24=-56/1750, 6-24=-18/268, 7-24=-1108/167, 7-23=-54/740, 21-23=0/1706, 9-23=-73/520, 10-21=-761/209, 10-19=0/357, 12-17=-913/195, 13-17=-355/3323, 13-16=-2172/326 NOTES- (10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by WTCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 26, 14 except (jt=lb) 16=136. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. October 4,2018 3-6-0 1-0-0 7.00 12 Plate Offsets (X,Y)-- [2:0-4-1,Edge], [6:0-4-1,0-0-0], [10:0-2-8,0-0-0], [12:0-2-8,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.76 0.65 0.73 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.38 0.31 (loc) 11 11-12 8 l/defl >999 >501 n/a L/d 240 180 n/a PLATES MT20 Weight: 83 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* 3-13,5-9: 2x4 SPF 2100F 1.8E, 2-14,6-8: 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) 14=710/0-5-8, 8=710/0-5-8 Max Horz 14=-221(LC 4) Max Uplift 14=-64(LC 6), 8=-64(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-320/97, 3-4=-495/111, 4-5=-495/111, 5-6=-320/97, 2-14=-451/95, 6-8=-451/95 BOT CHORD 13-14=-9/428, 11-12=-171/292, 10-11=0/277, 8-9=0/428 WEBS 12-14=-298/118, 8-10=-298/48 NOTES- (7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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) 14, 8. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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. October 4,2018 IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.99 0.43 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.20 0.00 (loc) 7-8 7-8 6 l/defl >999 >922 n/a L/d 240 180 n/a PLATES MT20 Weight: 75 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* 2-7,4-7: 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 10-0-0 oc bracing. REACTIONS. (lb/size) 8=713/0-5-8, 6=713/0-5-8 Max Horz 8=-221(LC 4) Max Uplift 8=-62(LC 6), 6=-62(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-523/116, 3-4=-523/116, 2-8=-644/128, 4-6=-644/128 WEBS 2-7=-22/303, 4-7=-23/303 NOTES- (7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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) 8, 6. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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. October 4,2018 BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.12 0.06 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 11 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 51 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 16-0-0. (lb) - Max Horz 1=-37(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- (11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 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) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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. October 4,2018 BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.12 0.06 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 11 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 51 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 16-0-0. (lb) - Max Horz 1=-37(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- (11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 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) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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. October 4,2018 IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.19 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: 42 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 16-0-0. (lb) - Max Horz 1=-37(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 except 9=276(LC 1), 10=319(LC 10), 8=319(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 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, 2, 6, 10, 8. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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. October 4,2018 in -0.04 -0.11 -0.00 (loc) 3-4 3-4 3 l/defl >999 >626 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 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 5-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=227/0-3-8, 4=227/0-3-8 Max Horz 4=137(LC 5) Max Uplift 3=-43(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6-7) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 5) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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. October 4,2018 22-6-0 13-0-6 13-0-6 23-3-0 10-2-10 29-0-6 5-9-6 45-9-0 16-8-10 2-10-8 11-4-11 2-0-0 3-0-6 2-0-0 11-4-11 6.00 12 Plate Offsets (X,Y)-- [11:0-3-0,0-2-0], [24:0-3-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.59 0.25 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.18 (loc) - - 38 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 400 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* 19-58: 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 9-69,8-70,7-71,6-73,5-74,4-75,3-76,2-77,29-47,30-46,31-45,32-44 ,33-43,34-42,36-41,37-40: 2x4 SPF-S Stud 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.): 11-24. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 19-58, 24-53, 23-54, 22-55, 21-56, 20-57, 18-60, 17-61, 16-62, 15-63, 14-64, 13-65, 12-66, 11-67, 10-68, 25-51, 26-50, 27-49, 28-48 REACTIONS. All bearings 45-9-0. (lb) - Max Horz 78=-176(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 39, 38, 58, 54, 55, 56, 60, 61, 62, 63, 64, 65, 66, 68, 69, 70, 71, 73, 74, 75, 76, 51, 50, 49, 48, 47, 46, 45, 44, 43, 42, 41, 59 except 78=-377(LC 4), 77=-243(LC 5), 40=-142(LC 4) Max Grav All reactions 250 lb or less at joint(s) 78, 39, 38, 53, 54, 55, 56, 57, 60, 61, 62, 63, 64, 65, 66, 67, 68, 69, 70, 71, 73, 74, 75, 76, 51, 50, 49, 48, 47, 46, 45, 44, 43, 42, 41, 40, 59 except 77=387(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 7-8=-18/255, 8-9=-19/281, 9-10=-18/308, 10-11=-20/328, 11-12=-1/305, 12-13=-1/305, 13-14=-1/305, 14-15=-1/305, 15-16=-1/305, 16-17=-1/305, 17-18=-1/305, 18-19=-1/305, 19-20=-0/314, 20-21=-0/314, 21-22=-0/314, 22-23=-0/314, 23-24=-1/314, 24-25=-20/336, 25-26=-18/318, 26-27=-18/290, 27-28=-19/265 NOTES- (16-17) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) 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) Bearing at joint(s) 38, 59 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 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. October 4,2018 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.27 0.13 0.06 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: 30 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 5-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 5-11-8. (lb) - Max Horz 12=137(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 12, 7, 8, 9, 10 except 11=-314(LC 5) Max Grav All reactions 250 lb or less at joint(s) 7, 8, 9, 10, 11 except 12=351(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (10-11) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) 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) 12, 7, 8, 9, 10 except (jt=lb) 11=314. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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. October 4,2018 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x8 22-0-0 22-0-0 -0-11-4 0-11-4 11-0-0 11-0-0 22-0-0 11-0-0 22-11-4 0-11-4 0-6-14 6-0-14 0-6-14 6.00 12 Plate Offsets (X,Y)-- [2:0-0-4,0-0-9], [2:0-0-9,0-5-12], [2:0-3-8,Edge], [18:0-0-4,0-0-9], [18:0-0-9,0-5-12], [18:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 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: 101 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud, Right: 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=-59(LC 7) 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- (10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 2, 28, 29, 30, 32, 33, 34, 35, 26, 25, 24, 23, 22, 21, 20, 18. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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. October 4,2018 81 80 79 78 77 76 75 74 73 72 71 70 68 69 67 65 66 64 63 62 61 59 60 58 57 56 5x6 5x6 5x6 5x6 3x4 3x4 6x8 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 6x8 5x6 3x4 3x4 3x4 3x4 4x6 13-2-12 13-2-12 31-10-4 18-7-8 65-3-4 33-5-0 -0-11-4 0-11-4 13-2-12 13-2-12 21-7-10 8-4-14 31-10-4 10-2-10 37-7-10 5-9-6 54-3-5 16-7-11 65-3-4 10-11-15 66-2-8 0-11-4 0-6-14 11-4-11 0-3-14 2-0-0 11-4-11 6.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-11], [20:0-4-0,0-3-8], [33:0-4-0,0-3-8], [66:0-2-15,0-1-8], [94:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.14 0.10 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.02 (loc) 55 55 54 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 508 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 47-55: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 13-98: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 33-76,32-77,31-78,30-79,29-80,27-83,26-84,25-85,24-86,23-87,22-88 ,21-89,20-90,34-75,35-74,36-73: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 20-33. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 2-107,106-107,105-106,104-105,103-104,102-103 ,101-102,100-101,99-100,98-99,96-97,95-96,94-95. WEBS 1 Row at midpt 28-81, 33-76, 32-77, 31-78, 30-79, 29-80, 27-83, 26-84, 25-85, 24-86, 23-87, 22-88, 21-89, 20-90, 19-91, 34-75, 35-74, 36-73, 37-72 REACTIONS. All bearings 65-3-4. (lb) - Max Horz 2=113(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 2, 98, 81, 78, 79, 80, 83, 84, 85, 86, 87, 88, 92, 93, 94, 95, 96, 99, 100, 101, 102, 103, 104, 105, 106, 107, 74, 73, 72, 71, 70, 68, 67, 65, 64, 63, 62, 61, 60, 59, 58, 57, 56, 54 Max Grav All reactions 250 lb or less at joint(s) 2, 98, 81, 76, 77, 78, 79, 80, 83, 84, 85, 86, 87, 88, 89, 90, 91, 92, 93, 94, 95, 96, 99, 100, 101, 102, 103, 104, 105, 106, 107, 75, 74, 73, 72, 71, 70, 68, 67, 65, 64, 63, 62, 61, 60, 59, 58, 57, 54 except 56=290(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 10-11=-18/253, 11-12=-18/269, 12-13=-8/280, 13-14=-6/286, 14-15=-19/300, 15-16=-17/315, 16-17=-18/340, 17-18=-19/367, 18-19=-19/394, 19-20=-18/405, 20-21=-1/382, 21-22=-1/382, 22-23=-1/382, 23-24=-1/382, 24-25=-1/382, 25-26=-1/382, 26-27=-1/382, 27-28=-1/382, 28-29=-0/383, 29-30=-0/383, 30-31=-0/383, 31-32=-0/383, 32-33=-1/383, 33-34=-19/404, 34-35=-19/396, 35-36=-19/369, 36-37=-17/341, 37-38=-19/316, 38-39=-19/291, 39-40=-18/265 NOTES- (15-16) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by WTCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 3x6 MT20 unless otherwise indicated. Continued 7) Gable requires on page continuous 2 bottom chord bearing. 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. October 4,2018 16-0-0 -1-3-4 1-3-4 8-0-0 8-0-0 16-0-0 8-0-0 17-3-4 1-3-4 3-6-0 8-2-0 3-6-0 7.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.58 0.26 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 15 14-15 16 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 16-0-0. (lb) - Max Horz 28=-221(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 23, 24, 25, 26, 21, 20, 19, 18 except 28=-300(LC 4), 16=-296(LC 5), 27=-318(LC 5), 17=-315(LC 4) Max Grav All reactions 250 lb or less at joint(s) 22, 23, 24, 25, 26, 21, 20, 19, 18 except 28=284(LC 5), 16=280(LC 4), 27=357(LC 4), 17=354(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) 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) 23, 24, 25, 26, 21, 20, 19, 18 except (jt=lb) 28=300, 16=296, 27=318, 17=315. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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. October 4,2018