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HomeMy WebLinkAboutI33161863.71_Clay_CornerRe: Liu, Xuegang Pages or sheets covered by this seal: I33161863 thru I33161901 My license renewal date for the state of Indiana is July 31, 2018. 71_Clay_Corner 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: 71 Clay Corner 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). 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. April 27,2018 Job 71_CLAY_CORNER Truss GE01 Truss Type GABLE Qty 1 Ply 1 71 Clay Corner Job Reference (optional) I33161863 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Apr 27 09:20:55 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-43g9uMDkUuQ7qMElUkWdURy2EZqSQoqK1KU5ipzMZCs Scale = 1:42.9 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 3x8 4x6 3x8 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 19-5-0 19-5-0 -0-11-0 0-11-0 9-8-8 9-8-8 19-5-0 9-8-8 20-4-0 0-11-0 0-10-04-10-90-10-05.00 12 Plate Offsets (X,Y)-- [12:0-4-4,0-1-8], [21:0-4-4,0-1-8] 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) 0.12 0.10 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 11 11 12 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 177 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 2x3 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.All bearings 19-5-0. (lb) - Max Horz 21=-49(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 21, 12, 17, 19, 20, 15, 14, 13 Max Grav All reactions 250 lb or less at joint(s) 21, 12, 16, 17, 19, 15, 14 except 20=258(LC 10), 13=258(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) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21, 12, 17, 19, 20, 15, 14, 13. 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) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 27,2018 Job 71_CLAY_CORNER Truss GE02 Truss Type GABLE Qty 1 Ply 1 71 Clay Corner Job Reference (optional) I33161864 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Apr 27 09:20:56 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-YFDY5iEMFBY_RWpx2S1s1fVDazBo9FLUG_EfFFzMZCr Scale = 1:28.1 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 3x8 4x6 3x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 12-5-8 12-5-8 -0-11-0 0-11-0 6-2-12 6-2-12 12-5-8 6-2-12 13-4-8 0-11-0 0-10-03-5-20-10-05.00 12 Plate Offsets (X,Y)-- [10:0-4-4,0-1-8], [16:0-4-4,0-1-8] 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) 0.08 0.03 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 9 9 10 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 93 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 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 12-5-8. (lb) - Max Horz 16=-35(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 16, 10, 14, 15, 12, 11 Max Grav All reactions 250 lb or less at joint(s) 16, 10, 13, 14, 15, 12, 11 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * 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) 16, 10, 14, 15, 12, 11. 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) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 27,2018 Job 71_CLAY_CORNER Truss GE03 Truss Type GABLE Qty 1 Ply 1 71 Clay Corner Job Reference (optional) I33161865 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Apr 27 09:20:56 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-YFDY5iEMFBY_RWpx2S1s1fVDazBM9FLUG_EfFFzMZCr Scale = 1:30.5 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 3x8 4x6 3x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 13-7-0 13-7-0 -0-11-0 0-11-0 6-9-8 6-9-8 13-7-0 6-9-8 14-6-0 0-11-0 0-10-03-7-150-10-05.00 12 Plate Offsets (X,Y)-- [10:0-4-4,0-1-8], [16:0-4-4,0-1-8] 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) 0.08 0.05 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 9 9 10 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 105 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 2x3 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.All bearings 13-7-0. (lb) - Max Horz 16=-38(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 16, 10, 14, 15, 12, 11 Max Grav All reactions 250 lb or less at joint(s) 16, 10, 13, 14, 15, 12, 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) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 10, 14, 15, 12, 11. 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) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 27,2018 Job 71_CLAY_CORNER Truss GE05 Truss Type GABLE Qty 1 Ply 1 71 Clay Corner Job Reference (optional) I33161866 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Apr 27 09:20:58 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-UeLIWOFcnpoihpzK9t3K64aUCnr9d6JmkIjlJ7zMZCp Scale = 1:100.2 Sheet Back Full Sheathing 1 Ply 7/16OSB8 12 3 4 5 6 7 8 9 10 11 12 13 14 15 1617 18 19 20 39 38 37 36 35 34 33 3231 30 29 28 27 2625 24 23 22 21 3x4 3x6 5x6 4x6 5x6 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 32-11-0 32-11-0 -0-11-0 0-11-0 18-7-3 18-7-3 32-11-0 14-3-13 1-0-011-10-33-6-07.00 12 Plate Offsets (X,Y)-- [9:0-3-0,0-3-4], [15:0-3-0,0-3-4], [20:Edge,0-1-8] 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) 0.39 0.16 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 1 1 21 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 646 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* 20-21: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 12-29,11-30,10-31,13-28,14-26: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 12-29, 11-30, 10-31, 13-28, 14-26 REACTIONS.All bearings 32-11-0. (lb) - Max Horz 39=317(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 21, 29, 30, 31, 32, 34, 35, 36, 37, 28, 26, 25, 24, 23, 22 except 39=-186(LC 4), 38=-153(LC 5) Max Grav All reactions 250 lb or less at joint(s) 39, 21, 30, 31, 32, 34, 35, 36, 37, 38, 28, 26, 25, 24, 23, 22 except 29=279(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-318/282, 9-10=-114/251, 10-11=-86/283, 11-12=-56/305, 12-13=-43/305, 13-14=-39/272 WEBS 12-29=-255/36 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 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21, 29, 30, 31, 32, 34, 35, 36, 37, 28, 26, 25, 24, 23, 22 except (jt=lb) 39=186, 38=153. 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) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 27,2018 Job 71_CLAY_CORNER Truss GE06 Truss Type GABLE Qty 1 Ply 1 71 Clay Corner Job Reference (optional) I33161867 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Apr 27 09:20:58 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-UeLIWOFcnpoihpzK9t3K64aVbnqJd7QmkIjlJ7zMZCp Scale = 1:99.8 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 1415 16 17 18 19 20 21 42 4140 39 38 37 36 35 3433 32 31 30 29 28 2726 25 24 23 22 2x4 2x4 3x4 4x6 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 2x4 2x4 34-10-0 34-10-0 16-6-12 16-6-12 34-10-0 18-3-4 2-1-1111-9-101-1-127.00 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) 0.37 0.21 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 22 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 659 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 21-22: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 *Except* 11-32,10-33,9-34,12-31,13-30: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 11-32, 10-33, 9-34, 12-31, 13-30 REACTIONS.All bearings 34-10-0. (lb) - Max Horz 42=-289(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 33, 34, 36, 37, 38, 39, 40, 31, 30, 29, 27, 26, 25, 24 except 42=-237(LC 4), 22=-191(LC 5), 41=-236(LC 5), 23=-158(LC 4) Max Grav All reactions 250 lb or less at joint(s) 22, 33, 34, 36, 37, 38, 39, 40, 31, 30, 29, 27, 26, 25, 24, 23 except 42=255(LC 5), 32=288(LC 6), 41=253(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 9-10=-35/288, 10-11=-37/320, 11-12=-37/320, 12-13=-35/292, 13-14=-62/260, 20-21=-260/247 WEBS 11-32=-267/0 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 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 33, 34, 36, 37, 38, 39, 40, 31, 30, 29, 27, 26, 25, 24 except (jt=lb) 42=237, 22=191, 41=236, 23=158. 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) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 27,2018 Job 71_CLAY_CORNER Truss GE07 Truss Type GABLE Qty 1 Ply 1 71 Clay Corner Job Reference (optional) I33161868 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Apr 27 09:20:59 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-zqvgjkGEY6wZIzYWjabZfH7jvACFMczwyxSJrazMZCo Scale = 1:26.2 1 2 3 4 5 9 8 7 6 2x4 2x4 3x8 2x4 2x4 2x4 2x4 -0-11-0 0-11-0 8-0-0 8-0-0 0-9-03-5-04.00 12 Plate Offsets (X,Y)-- [6:0-1-13,0-0-8] 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) 0.14 0.11 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.00 (loc) 1 1 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-9: 2x6 SP No.1 OTHERS 2x3 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.All bearings 8-0-0. (lb) - Max Horz 9=108(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 6, 9, 7, 8 Max Grav All reactions 250 lb or less at joint(s) 6, 9, 7 except 8=283(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-13) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone 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 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * 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) 6, 9, 7, 8. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 6. 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) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 27,2018 Job 71_CLAY_CORNER Truss GE07A Truss Type GABLE Qty 1 Ply 1 71 Clay Corner Job Reference (optional) I33161869 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Apr 27 09:20:59 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-zqvgjkGEY6wZIzYWjabZfH7jjAC8McxwyxSJrazMZCo Scale = 1:26.2 1 2 3 4 5 9 8 7 6 2x4 2x4 3x8 2x4 2x4 2x4 2x4 -0-11-0 0-11-0 8-0-0 8-0-0 0-9-03-5-04.00 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) 0.15 0.11 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.00 (loc) 1 1 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-9: 2x4 SPF-S Stud OTHERS 2x3 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.All bearings 8-0-0. (lb) - Max Horz 9=107(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 6, 9, 7, 8 Max Grav All reactions 250 lb or less at joint(s) 6, 9, 7 except 8=293(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * 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) 6, 9, 7, 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) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 27,2018 Job 71_CLAY_CORNER Truss GE08 Truss Type GABLE Qty 1 Ply 1 71 Clay Corner Job Reference (optional) I33161870 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Apr 27 09:21:00 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-R0T2x3HtJQ2Pw77iHI6oBVfpxaU05_w3BbCsO0zMZCn Scale = 1:100.9 Sheet Front Full Sheathing 1 Ply 7/16OSB8 12 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 2x4 3x6 3x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 2x4 0-3-8 0-3-8 -0-11-0 0-11-0 9-9-8 9-9-8 5-6-1011-3-32-0-02-0-07.00 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) 0.44 0.33 0.38 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 1 1 10 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 259 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* 9-10: 2x4 SPF No.2, 2-16: 2x3 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 5-14,4-15,3-16: 2x3 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, Except: 6-0-0 oc bracing: 16-17. WEBS 1 Row at midpt 9-10, 8-11, 7-12, 6-13 REACTIONS.All bearings 9-9-8. (lb) - Max Horz 17=329(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 10, 11, 12, 13, 14, 15 except 17=-530(LC 4), 16=-677(LC 5) Max Grav All reactions 250 lb or less at joint(s) 10, 11, 12, 13, 14, 15 except 17=783(LC 5), 16=522(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-749/516 BOT CHORD 16-17=-282/253 WEBS 2-16=-500/720 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 11, 12, 13, 14, 15 except (jt=lb) 17=530, 16=677. 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) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 27,2018 Job 71_CLAY_CORNER Truss GE09 Truss Type GABLE Qty 1 Ply 1 71 Clay Corner Job Reference (optional) I33161871 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Apr 27 09:21:02 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-NPbpMlI7r1I7ARH5Oi8GHwl5pO34ZneMevhzSvzMZCl Scale = 1:110.8 Sheet Back Right Option -0-10-1 1 Ply 7/16OSB8 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 23 22 21 20 37 46 44 38 39 42 40 36 48 47 45 43 41 49 50 24 3x6 5x8 5x6 5x6 12x12 3x6 3x6 2x4 3x8 3x6 5x6 2x4 3x6 3x6 2x4 2x4 2x4 5x6 8x10 8x8 3x4 3x6 3x6 3x6 6x8 3x4 2x4 2x4 3x6 2x4 2x4 3x6 2x4 2x4 2x4 2x4 2x4 3x8 2x4 2x4 2x4 2x4 3x6 2x4 2x4 2x4 2x4 5-9-1 0-10-1 8-1-8 8-1-8 9-6-14 1-5-6 15-11-8 6-4-10 18-10-5 2-10-13 23-0-0 4-1-11 26-4-12 3-4-12 33-11-3 7-6-7 35-11-0 1-11-13 39-6-4 3-7-4 44-8-0 5-1-12 45-6-1 0-10-1 -0-11-0 0-11-0 6-5-12 6-5-12 8-1-8 1-7-12 12-8-0 4-6-8 15-11-8 3-3-8 18-10-5 2-10-13 23-0-0 4-1-11 24-11-3 1-11-3 26-4-12 1-5-9 28-5-10 2-0-13 33-11-3 5-5-10 39-6-4 5-7-1 44-8-0 5-1-12 1-0-012-0-01-1-124-7-212-0-07.00 12 Plate Offsets (X,Y)-- [6:0-6-0,0-2-4], [12:0-4-4,0-2-4], [19:Edge,0-1-12], [21:0-2-8,0-1-8], [25:0-2-8,0-1-8], [29:0-5-8,0-5-12], [34:0-2-8,0-1-8], [35:Edge,0-10-0], [39:0-1-8,0-2-4] 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-S) 0.67 0.74 0.81 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.41 0.24 (loc) 31-32 31 23 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 386 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-31,12-27,2-35,6-27,5-32,3-32: 2x4 SPF No.2 19-20,7-36,36-37,37-38,38-39,23-39: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-6-15 max.): 6-12. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-27, 5-32, 3-32 JOINTS 1 Brace at Jt(s): 29, 36, 37, 38, 39, 48, 50 REACTIONS.All bearings 9-0-8 except (jt=length) 35=0-3-8, 24=0-3-8. (lb) - Max Horz 35=280(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 35, 23, 22, 24 except 20=-745(LC 10) Max Grav All reactions 250 lb or less at joint(s) 20 except 35=1467(LC 1), 23=433(LC 1), 22=286(LC 1), 21=1795(LC 1), 24=320(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2048/157, 3-4=-1568/159, 4-5=-1440/201, 5-6=-2124/267, 6-7=-1379/206, 7-8=-625/53, 8-9=-601/59, 9-10=-601/59, 10-11=-601/59, 11-12=-601/59, 16-17=-121/1292, 17-18=-135/1384, 18-19=-154/1337, 19-20=-112/784, 2-35=-1385/161 BOT CHORD 34-35=-279/501, 33-34=-180/1666, 32-33=-180/1666, 28-29=-198/1809, 27-28=-199/1805, 26-27=-162/944, 25-26=-162/944, 22-23=-1143/179, 21-22=-1143/179 WEBS 6-29=-118/1240, 27-37=-2/624, 37-46=-56/799, 44-46=-81/890, 12-44=-76/863, 25-38=-777/162, 12-38=-631/128, 25-39=-114/1159, 39-42=-49/1204, 40-42=-51/1318, 16-40=-53/1328, 2-34=0/1171, 6-27=-592/97, 5-32=-1543/238, 3-32=-514/150, 5-29=-139/1026, 29-32=-238/2360, 7-36=-900/200, 36-48=-910/188, 47-48=-908/184, 37-47=-983/209, 37-45=-1116/245, 43-45=-1132/252, 38-43=-1152/256, 38-39=-1077/237, 39-41=-1516/235, 23-41=-1425/238, 16-21=-1277/76, 21-49=-1255/191, 49-50=-1197/184, 19-50=-1197/182 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) The Fabrication Tolerance at joint 35 = 4% 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 35, 23, 22, 24 except (jt=lb) 20=745. 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) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 27,2018 Job 71_CLAY_CORNER Truss GE09 Truss Type GABLE Qty 1 Ply 1 71 Clay Corner Job Reference (optional) I33161871 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Apr 27 09:21:02 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-NPbpMlI7r1I7ARH5Oi8GHwl5pO34ZneMevhzSvzMZCl NOTES-(12-13) 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 71_CLAY_CORNER Truss GE10 Truss Type GABLE Qty 1 Ply 1 71 Clay Corner Job Reference (optional) I33161872 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Apr 27 09:21:02 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-NPbpMlI7r1I7ARH5Oi8GHwlCyO8CZxHMevhzSvzMZCl Scale = 1:82.5 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 1112 13 27 26 25 24 23 22 21 20 19 18 1716 15 14 3x4 3x6 3x4 3x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 1-0-211-7-0 11-7-0 12-0-8 0-5-8 13-11-8 1-11-0 11-7-0 11-7-0 12-0-8 0-5-8 13-11-8 1-11-0 9-0-50-10-107.00 12 Plate Offsets (X,Y)-- [18:Edge,0-2-8] 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) 0.22 0.41 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.03 (loc) - - 14 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 217 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 11-18,12-15: 2x3 SPF No.2 WEBS 2x4 SPF No.2 *Except* 13-14: 2x4 SPF-S Stud OTHERS 2x3 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, Except: 6-0-0 oc bracing: 16-17. WEBS 1 Row at midpt 1-27 REACTIONS.All bearings 13-11-8. (lb) - Max Horz 27=-259(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 27, 18, 26, 25, 24, 23, 22, 21, 20 except 17=-276(LC 4), 16=-176(LC 5), 19=-151(LC 7) Max Grav All reactions 250 lb or less at joint(s) 27, 18, 17, 15, 14, 26, 25, 24, 23, 22, 21, 20, 19 except 16=350(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) Bearing at joint(s) 17, 16 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) 27, 18, 26, 25, 24, 23, 22, 21, 20 except (jt=lb) 17=276, 16=176, 19=151. 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) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 27,2018 Job 71_CLAY_CORNER Truss M01 Truss Type Roof Special Qty 5 Ply 1 71 Clay Corner Job Reference (optional) I33161873 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Apr 27 09:21:03 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-rb8BZ5JlcLQ_nasHyQfVp7HNEoVNIM4WtZQW_LzMZCk Scale = 1:70.61 2 3 4 5 6 7 14 13 12 119 8 16 15 10 4x8 3x4 2x4 3x4 3x4 2x4 2x4 2x4 3x8 4x6 3x8 4x10 3x8 8x10 3x4 0-3-8 0-3-8 6-1-0 5-9-8 11-10-8 5-9-8 12-3-0 0-4-8 12-4-0 0-1-0 14-3-0 1-11-0 0-3-8 0-3-8 6-1-0 5-9-8 11-10-8 5-9-8 12-4-0 0-5-8 14-3-0 1-11-0 8-10-149-2-60-10-104-6-87.00 12 Plate Offsets (X,Y)-- [1:0-4-8,Edge], [7:0-5-13,0-0-9], [12:Edge,0-2-8], [15:0-4-8,0-1-12], [16:0-2-0,0-1-0] 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-S) 0.25 0.35 0.29 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.06 -0.00 (loc) 12-13 12-13 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 79 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 4-12,5-8: 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x4 SPF-S Stud SLIDER Right 2x6 SP No.1 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size) 16=451/0-3-0, 10=654/0-3-8 Max Horz 16=-232(LC 7) Max Uplift16=-25(LC 7), 10=-106(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 15-16=-333/0, 4-11=-269/142, 10-11=-266/77 WEBS 13-15=0/390, 3-15=-263/213 NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Bearing at joint(s) 16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16 except (jt=lb) 10=106. 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) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 27,2018 Job 71_CLAY_CORNER Truss M02 Truss Type MONOPITCH Qty 5 Ply 1 71 Clay Corner Job Reference (optional) I33161874 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Apr 27 09:21:03 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-rb8BZ5JlcLQ_nasHyQfVp7HLsoYZIQYWtZQW_LzMZCk Scale = 1:20.9 1 2 3 5 4 3x4 3x8 3x6 -0-11-0 0-11-0 5-3-8 5-3-8 0-9-02-6-92-3-10-3-82-6-94.08 12 Plate Offsets (X,Y)-- [4:Edge,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) 0.33 0.15 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.06 0.00 (loc) 4-5 4-5 4 l/defl >999 >972 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 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 5-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=271/0-3-8, 4=193/0-1-8 Max Horz 5=78(LC 5) Max Uplift5=-47(LC 4), 4=-22(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 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) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 27,2018 Job 71_CLAY_CORNER Truss M03 Truss Type Monopitch Qty 2 Ply 1 71 Clay Corner Job Reference (optional) I33161875 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Apr 27 09:21:04 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-JoiZmRKNNfZrPkQTW7AkMLqQ?BrC1pzf6DA4XnzMZCj Scale = 1:31.2 1 2 3 4 6 5 3x4 4x8 2x4 8x8 -0-11-0 0-11-0 5-0-0 5-0-0 10-0-0 5-0-0 0-9-04-1-03-9-80-3-84-1-04.00 12 Plate Offsets (X,Y)-- [5:Edge,0-3-8] 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) 0.76 0.38 0.31 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.60 0.01 (loc) 5-6 5-6 5 l/defl >471 >193 n/a L/d 240 180 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 2-6: 2x4 SPF-S Stud, 3-5: 2x3 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) 6=456/0-3-8, 5=385/0-1-8 Max Horz 6=129(LC 5) Max Uplift6=-58(LC 4), 5=-43(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-508/171, 2-6=-354/173 BOT CHORD 5-6=-138/439 WEBS 3-5=-438/215 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) The Fabrication Tolerance at joint 6 = 16% 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 5. 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) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 27,2018 Job 71_CLAY_CORNER Truss M04 Truss Type Monopitch Qty 6 Ply 1 71 Clay Corner Job Reference (optional) I33161876 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Apr 27 09:21:04 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-JoiZmRKNNfZrPkQTW7AkMLqP1BrX1tof6DA4XnzMZCj Scale = 1:26.7 1 2 3 5 4 3x6 3x8 3x8 -0-11-0 0-11-0 8-0-0 8-0-0 0-9-03-5-03-1-80-3-83-5-04.00 12 Plate Offsets (X,Y)-- [4:0-3-8,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) 0.82 0.35 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.33 0.00 (loc) 4-5 4-5 4 l/defl >750 >274 n/a L/d 240 180 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-5: 2x6 SP No.1 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) 5=379/0-3-8, 4=300/0-1-8 Max Horz 5=107(LC 5) Max Uplift5=-56(LC 4), 4=-33(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-324/173 NOTES-(9-10) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 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) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 27,2018 Job 71_CLAY_CORNER Truss M05 Truss Type ROOF SPECIAL Qty 1 Ply 1 71 Clay Corner Job Reference (optional) I33161877 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Apr 27 09:21:05 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-n_Gx_nL?8yhi1u?g4rhzuYNhwb5Dm6KoLtvd3DzMZCi Scale = 1:52.6 1 2 3 4 5 6 7 8 17 16 15 14 13 11 10 9 19 18 12 8x8 6x8 4x6 4x10 2x4 3x6 3x4 2x4 2x4 2x4 2x4 2x4 3x12 3x4 5x12 5x12 0-3-8 0-3-8 3-4-0 3-0-8 5-10-13 2-6-13 7-9-4 1-10-7 11-11-0 4-1-12 12-3-12 0-4-12 12-4-8 0-0-12 14-3-8 1-11-0 0-3-8 0-3-8 3-4-0 3-0-8 5-10-13 2-6-13 7-9-4 1-10-7 11-11-0 4-1-12 12-4-8 0-5-8 14-3-8 1-11-0 1-8-64-9-67-3-53-6-120-0-21-0-21-0-25-9-67.00 12 4.08 12 Plate Offsets (X,Y)-- [2:0-2-0,0-2-12], [5:0-5-0,0-1-13], [13:0-7-0,0-3-8] 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-S) 0.36 0.71 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.18 -0.41 -0.16 (loc) 15-16 15-16 12 l/defl >795 >342 n/a L/d 240 180 n/a PLATES MT20 Weight: 88 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-17,7-10: 2x3 SPF No.2, 14-17: 2x4 SP 2400F 2.0E 6-14: 2x4 SPF-S Stud WEBS 2x3 SPF No.2 *Except* 3-16: 2x4 SP 2400F 2.0E, 2-16: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2, 4-5. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size) 19=733/0-3-8, 12=684/0-3-8 Max Horz 19=-145(LC 7) Max Uplift19=-78(LC 7), 12=-89(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-381/99, 4-5=-299/57 BOT CHORD 18-19=-413/34, 1-18=-325/66 WEBS 16-18=-1/386, 2-18=-335/160, 3-15=-163/494, 4-15=-275/82, 5-13=-378/0, 2-16=-480/137, 2-3=-364/129 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 19 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 12. 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) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-170(F=-110), 3-4=-60, 4-5=-60, 5-8=-60, 14-17=-20, 11-13=-20, 9-10=-20 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 27,2018 Job 71_CLAY_CORNER Truss M06 Truss Type ROOF SPECIAL Qty 1 Ply 1 71 Clay Corner Job Reference (optional) I33161878 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Apr 27 09:21:06 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-FAqKB7MdvGpZe2asdYDCRmvrD?QQVaxyZXfAbgzMZCh Scale = 1:58.2 1 2 3 4 5 6 7 8 17 16 15 14 13 11 10 9 19 18 12 8x8 5x12 3x4 5x6 2x4 3x6 3x4 3x4 6x16 2x4 2x4 2x4 3x12 3x6 4x8 0-3-8 0-3-8 3-4-0 3-0-8 4-5-10 1-1-10 5-3-13 0-10-3 11-11-0 6-7-3 12-3-12 0-4-12 12-4-8 0-0-12 14-3-8 1-11-0 0-3-8 0-3-8 3-4-0 3-0-8 4-5-10 1-1-10 5-3-13 0-10-3 11-11-0 6-7-3 12-4-8 0-5-8 14-3-8 1-11-0 1-8-65-7-67-3-53-6-120-0-21-0-21-0-26-7-67.00 12 4.08 12 Plate Offsets (X,Y)-- [2:0-6-0,0-2-0], [11:0-5-0,0-2-8] 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) 0.39 0.78 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.16 -0.38 -0.15 (loc) 15-16 15-16 12 l/defl >861 >370 n/a L/d 240 180 n/a PLATES MT20 Weight: 86 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-17,7-10: 2x3 SPF No.2, 14-17: 2x4 SP 2400F 2.0E 6-14: 2x4 SPF-S Stud WEBS 2x3 SPF No.2 *Except* 2-16: 2x4 SPF No.2, 3-16: 2x4 SP 2400F 2.0E OTHERS 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.): 1-2, 4-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-13 REACTIONS.(lb/size) 19=733/0-3-8, 12=684/0-3-8 Max Horz 19=-145(LC 7) Max Uplift19=-78(LC 7), 12=-97(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-310/97, 4-5=-276/77 BOT CHORD 18-19=-451/51, 1-18=-303/62, 6-13=-301/173 WEBS 16-18=-31/406, 2-18=-363/185, 2-16=-664/183, 2-3=-510/165, 5-13=-285/0, 3-15=-202/609 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 19 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 12. 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) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-170(F=-110), 3-4=-60, 4-5=-60, 5-8=-60, 14-17=-20, 11-13=-20, 9-10=-20 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 27,2018 Job 71_CLAY_CORNER Truss M07 Truss Type HALF HIP Qty 1 Ply 1 71 Clay Corner Job Reference (optional) I33161879 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Apr 27 09:21:06 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-FAqKB7MdvGpZe2asdYDCRmvup?TWVbVyZXfAbgzMZCh Scale = 1:53.1 1 2 3 4 5 6 7 16 15 14 13 12 10 9 8 18 17 11 8x8 5x12 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 3x12 3x8 5x12 3x4 3x4 0-3-8 0-3-8 3-4-0 3-0-8 7-7-8 4-3-8 11-11-0 4-3-8 12-3-12 0-4-12 12-4-8 0-0-12 14-3-8 1-11-0 0-3-8 0-3-8 3-4-0 3-0-8 7-7-8 4-3-8 11-11-0 4-3-8 12-4-8 0-5-8 14-3-8 1-11-0 1-8-67-3-83-6-120-0-21-0-21-0-21-11-144.08 12 Plate Offsets (X,Y)-- [2:0-6-0,0-2-0], [12:0-6-12,0-3-8] 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-S) 0.23 0.58 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.18 -0.39 -0.14 (loc) 14-15 14-15 11 l/defl >798 >366 n/a L/d 240 180 n/a PLATES MT20 Weight: 79 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-16,6-9: 2x3 SPF No.2, 5-13: 2x4 SPF-S Stud WEBS 2x3 SPF No.2 *Except* 2-15: 2x4 SPF No.2, 7-8: 2x4 SPF-S Stud, 3-15: 2x4 SP 2400F 2.0E OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size) 18=451/0-3-8, 11=640/0-3-8 Max Horz 18=-147(LC 7) Max Uplift18=-55(LC 7), 11=-47(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-316/116 BOT CHORD 17-18=-272/10 WEBS 15-17=-23/394, 2-17=-382/203, 2-3=-258/136, 4-12=-351/0, 3-14=-151/277 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) Bearing at joint(s) 18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 11. 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) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 27,2018 Job 71_CLAY_CORNER Truss M08 Truss Type JACK-CLOSED Qty 6 Ply 1 71 Clay Corner Job Reference (optional) I33161880 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Apr 27 09:21:07 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-kNOiPTMGfZxQGC92BGkR_zS_ePtJEBF5oBOk76zMZCg Scale = 1:80.3 1 2 3 4 6 5 7 8 3x8 3x4 4x8 4x8 3x4 3x4 0-3-8 0-3-8 10-1-0 9-9-8 -0-11-0 0-11-0 0-3-8 0-3-8 4-8-6 4-4-14 10-1-0 5-4-10 5-6-1011-5-32-0-07-1-1211-5-37.00 12 Plate Offsets (X,Y)-- [4:0-4-8,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) 0.54 0.35 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.61 0.24 (loc) 5-6 5-6 8 l/defl >478 >192 n/a L/d 240 180 n/a PLATES MT20 Weight: 69 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 2-6: 2x4 SPF-S Stud OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-6, 3-5 REACTIONS.(lb/size) 6=459/0-3-8, 8=365/0-3-8 Max Horz 6=305(LC 5) Max Uplift8=-143(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-7=-105/257, 4-7=-105/257 WEBS 4-8=-371/149 NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=143. 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) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 27,2018 Job 71_CLAY_CORNER Truss PB01 Truss Type GABLE Qty 9 Ply 1 71 Clay Corner Job Reference (optional) I33161881 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Apr 27 09:21:07 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-kNOiPTMGfZxQGC92BGkR_zS4DPxIEDQ5oBOk76zMZCg Scale = 1:34.8 2 3 4 5 6 10 9 8 1 7 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 15-0-15 15-0-15 7-6-7 7-6-7 15-0-15 7-6-7 4-4-120-1-40-1-87.00 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) 0.18 0.09 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 40 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 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 15-0-15. (lb) - Max Horz 1=-98(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 2, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7, 2, 6 except 9=266(LC 1), 10=310(LC 10), 8=310(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) 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, 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) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 27,2018 Job 71_CLAY_CORNER Truss PBE01 Truss Type GABLE Qty 1 Ply 1 71 Clay Corner Job Reference (optional) I33161882 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Apr 27 09:21:08 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-CZy4cpNuQt3HuMkFlzFgWB?GJpHGzhEF1r8HgYzMZCf Scale = 1:34.8 Sheet Front Full Sheathing 1 Ply 7/16OSB8 2 3 4 5 6 7 8 14 13 12 11 10 1 9 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 15-0-15 15-0-15 7-6-7 7-6-7 15-0-15 7-6-7 4-4-120-1-40-1-87.00 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) 0.10 0.05 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 107 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 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 15-0-15. (lb) - Max Horz 1=-98(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 9, 2, 8, 13, 14, 11, 10 Max Grav All reactions 250 lb or less at joint(s) 1, 9, 2, 8, 12, 13, 14, 11, 10 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * 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, 9, 2, 8, 13, 14, 11, 10. 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) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 27,2018 Job 71_CLAY_CORNER Truss T01 Truss Type COMMON Qty 3 Ply 1 71 Clay Corner Job Reference (optional) I33161883 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Apr 27 09:21:08 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-CZy4cpNuQt3HuMkFlzFgWB?Bep8?zfsF1r8HgYzMZCf Scale = 1:39.1 1 2 3 4 5 6 7 8 10 9 6x10 4x6 6x10 4x6 3x4 3x8 2x4 4x6 2x4 9-8-8 9-8-8 19-3-8 9-7-0 -0-11-0 0-11-0 5-5-9 5-5-9 9-8-8 4-2-15 13-11-8 4-3-0 19-3-8 5-4-0 0-10-04-10-90-10-105.00 12 Plate Offsets (X,Y)-- [2:0-6-3,Edge], [8:0-3-8,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-S) 0.40 0.58 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.28 0.04 (loc) 9-17 9-17 8 l/defl >999 >835 n/a L/d 240 180 n/a PLATES MT20 Weight: 66 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x6 SP No.1 1-6-0, Right 2x6 SP No.1 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size) 8=770/Mechanical, 2=828/0-3-8 Max Horz 2=56(LC 6) Max Uplift8=-38(LC 7), 2=-68(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-625/0, 3-4=-1215/203, 4-5=-972/155, 5-6=-971/155, 6-7=-1201/203, 7-8=-531/0 BOT CHORD 2-10=-130/1068, 9-10=-130/1068, 8-9=-130/1053 WEBS 4-9=-288/118, 5-9=-7/475, 6-9=-273/118 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 2. 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) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 27,2018 Job 71_CLAY_CORNER Truss T06 Truss Type COMMON Qty 6 Ply 1 71 Clay Corner Job Reference (optional) I33161884 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Apr 27 09:21:09 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-glWSq8OWBBB8VVJRJhmv3OXIQCOuizgOFVtrC?zMZCe Scale = 1:94.3 1 2 3 4 5 6 7 8 14 13 12 11 10 9 3x4 4x8 3x6 3x8 3x4 4x6 2x4 4x8 3x6 3x8 5x8 3x6 3x8 5x8 11-11-10 11-11-10 23-11-9 11-11-15 34-10-0 10-10-7 8-1-7 8-1-7 16-6-12 8-5-5 23-11-9 7-4-13 29-8-12 5-9-4 34-10-0 5-1-4 2-1-1111-9-101-1-127.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-2-0] 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-S) 0.65 0.98 0.73 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.37 -0.95 0.09 (loc) 12-14 12-14 9 l/defl >999 >437 n/a L/d 240 180 n/a PLATES MT20 Weight: 151 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-12,6-10,7-10,7-9: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-10, 2-14, 7-9 REACTIONS.(lb/size) 14=1382/0-3-8, 9=1382/Mechanical Max Horz 14=-289(LC 4) Max Uplift14=-57(LC 6), 9=-64(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-320/109, 2-3=-1553/195, 3-4=-1415/241, 4-5=-1815/317, 5-6=-1833/272, 6-7=-1799/177, 7-8=-433/26, 1-14=-318/102, 8-9=-325/46 BOT CHORD 13-14=-85/1337, 12-13=-85/1337, 11-12=0/1048, 10-11=0/1048, 9-10=-83/1538 WEBS 2-12=-278/230, 4-12=-49/529, 4-10=-166/855, 6-10=-439/210, 2-14=-1495/86, 7-9=-1565/169 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 9. 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) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 27,2018 Job 71_CLAY_CORNER Truss T07 Truss Type ROOF SPECIAL Qty 1 Ply 1 71 Clay Corner Job Reference (optional) I33161885 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Apr 27 09:21:09 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-glWSq8OWBBB8VVJRJhmv3OXH0CP5iyFOFVtrC?zMZCe Scale = 1:93.3 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 1017 18 19 20 21 22 3x8 4x8 3x8 3x4 3x6 3x4 3x6 4x8 3x4 4x8 3x8 MT18HS 3x6 3x4 5x8 2x4 4-6-15 4-6-15 14-7-14 10-1-0 22-6-8 7-10-10 32-11-0 10-4-8 -0-11-0 0-11-0 4-6-15 4-6-15 9-9-8 5-2-10 18-7-3 8-9-11 27-4-14 8-9-11 32-11-0 5-6-2 1-0-011-10-33-6-07.00 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-S) 0.74 0.91 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.34 -0.75 0.08 (loc) 13-15 13-15 10 l/defl >999 >519 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 149 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-11,9-10,6-13: 2x4 SPF No.2, 8-10,4-15: 2x4 SPF-S Stud 2-16: 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 8-10 REACTIONS.(lb/size) 16=1600/0-3-8, 10=1597/0-3-8 Max Horz 16=317(LC 5) Max Uplift16=-99(LC 6), 10=-46(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2200/113, 3-4=-2144/192, 4-5=-1769/195, 5-6=-1633/231, 6-7=-1433/218, 7-8=-1568/183, 2-16=-1617/124 BOT CHORD 15-16=-308/300, 15-17=-111/1709, 17-18=-111/1709, 14-18=-111/1709, 13-14=-111/1709, 13-19=0/1149, 19-20=0/1149, 12-20=0/1149, 11-12=0/1149, 11-21=-12/1142, 21-22=-12/1142, 10-22=-12/1142 WEBS 6-11=-59/365, 8-11=-52/288, 8-10=-1644/110, 6-13=-66/824, 4-13=-519/213, 2-15=0/1704 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) 16, 10. 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) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 27,2018 Job 71_CLAY_CORNER Truss T08 Truss Type ROOF SPECIAL Qty 4 Ply 1 71 Clay Corner Job Reference (optional) I33161886 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Apr 27 09:21:10 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-8x4q1UP8yUJ?7fudsOH8bc4TmcmhRN5YU9dOkRzMZCd Scale = 1:94.0 12 3 4 5 6 7 89 10 18 17 16 15 14 13 12 1119 20 3x6 4x8 3x8 2x4 2x4 3x4 5x12 8x10 2x4 3x8 3x4 3x6 4x10 3x4 4x8 3x4 4x8 2-3-8 2-3-8 12-5-8 10-2-0 22-6-8 10-1-0 32-11-0 10-4-8 -0-11-0 0-11-0 2-3-8 2-3-8 6-7-1 4-3-9 12-5-8 5-10-7 18-7-3 6-1-11 27-4-14 8-9-11 32-11-0 5-6-2 1-0-011-10-33-6-00-8-07.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0] 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-S) 0.68 0.88 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.40 -0.91 0.13 (loc) 11-13 15-16 11 l/defl >968 >429 n/a L/d 240 180 n/a PLATES MT20 Weight: 157 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-17,6-14: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 13-15,7-15,7-13,10-11: 2x4 SPF No.2, 2-18: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 9-11 REACTIONS.(lb/size) 18=1396/0-3-8, 11=1438/0-3-8 Max Horz 18=316(LC 5) Max Uplift18=-97(LC 6), 11=-46(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2251/136, 3-4=-2369/174, 4-5=-1765/164, 5-6=-1656/182, 6-7=-1746/300, 7-8=-1351/215, 8-9=-1362/162, 2-18=-1381/119 BOT CHORD 15-16=-174/1792, 6-15=-375/184, 12-13=-12/1011, 12-19=-12/1011, 19-20=-12/1011, 11-20=-12/1011 WEBS 4-15=-407/157, 13-15=0/986, 7-15=-170/938, 7-13=-60/307, 9-11=-1437/105, 2-16=-94/1849, 4-16=-67/472 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 11. 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) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 27,2018 Job 71_CLAY_CORNER Truss T09 Truss Type GABLE Qty 1 Ply 1 71 Clay Corner Job Reference (optional) I33161887 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Apr 27 09:21:11 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-c8dDEqPmjoRslpTpQ5oN8pddb07RApQhjpMxGtzMZCc Scale = 1:109.8 Sheet Back Right Option -2-11-15 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 24 23 22 21 20 19 18 17 16 15 26 25 27 28 3x6 5x6 3x4 2x4 4x6 6x10 2x4 4x8 3x4 12x12 3x4 3x6 3x6 4x10 8x8 3x6 3x8 5x6 5x6 5x12 2x4 2x4 2x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 4-10-9 2-11-15 2-3-8 2-3-8 7-1-6 4-9-14 12-5-8 5-4-2 23-0-0 10-6-8 29-11-5 6-11-5 35-11-0 5-11-11 38-10-15 2-11-15 -0-11-0 0-11-0 2-3-8 2-3-8 7-1-6 4-9-14 12-5-8 5-4-2 17-2-2 4-8-10 18-7-3 1-5-1 21-10-12 3-3-9 23-0-0 1-1-4 29-11-5 6-11-5 35-11-0 5-11-11 36-10-0 0-11-0 1-0-013-9-41-0-04-7-20-8-00-8-07.00 12 Plate Offsets (X,Y)-- [2:0-2-9,0-2-8], [11:0-3-0,0-3-0], [13:0-3-0,0-1-12], [16:0-2-8,0-1-8], [20:0-3-0,0-2-8], [21:0-2-8,0-1-8], [40:0-1-7,0-0-12] 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-S) 0.73 0.79 0.90 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.36 -0.99 0.29 (loc) 18-19 18-19 15 l/defl >999 >432 n/a L/d 240 180 n/a PLATES MT20 Weight: 338 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-23: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 18-20,7-20,7-17,9-17: 2x4 SPF No.2, 7-18: 2x4 SPF 2100F 1.8E 2-24,13-15,8-25,26-27,27-28: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 7-18 JOINTS 1 Brace at Jt(s): 25, 26, 27 REACTIONS.(lb/size) 24=1489/0-3-8, 15=1489/0-3-8 Max Horz 24=311(LC 5) Max Uplift24=-101(LC 6), 15=-77(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2366/194, 3-4=-2329/192, 4-5=-1911/192, 5-6=-1764/208, 6-7=-1874/298, 7-8=-1526/204, 8-9=-1506/226, 9-10=-1609/278, 10-11=-1668/230, 11-12=-1776/192, 12-13=-2081/171, 2-24=-1448/148, 13-15=-1430/159 BOT CHORD 21-22=-373/2072, 20-21=-249/1958, 6-20=-280/142, 18-19=0/439, 17-18=-116/2217, 16-17=-21/1711, 15-16=-13/273 WEBS 4-21=0/270, 4-20=-477/125, 18-20=-157/874, 7-20=-143/844, 7-18=-2471/210, 7-17=-4/1733, 9-25=-202/1314, 17-25=-206/1359, 17-27=-375/106, 12-27=-376/105, 13-16=-30/1463, 2-22=-215/1892 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15 except (jt=lb) 24=101. 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) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 27,2018 Job 71_CLAY_CORNER Truss T09A Truss Type ROOF SPECIAL Qty 1 Ply 1 71 Clay Corner Job Reference (optional) I33161888 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Apr 27 09:21:12 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-4KBbSAQOU6ZiMz20_pJch19oLQTjvGiqyT6VpKzMZCb Scale = 1:109.8 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 3x6 5x6 3x6 3x4 2x4 4x6 6x10 2x4 4x8 3x4 12x12 3x4 3x6 3x6 4x10 8x8 3x6 3x8 5x6 5x6 5x12 2-3-8 2-3-8 7-1-6 4-9-14 12-5-8 5-4-2 23-0-0 10-6-8 29-11-5 6-11-5 35-11-0 5-11-11 -0-11-0 0-11-0 2-3-8 2-3-8 7-1-6 4-9-14 12-5-8 5-4-2 17-2-2 4-8-10 21-10-12 4-8-10 23-0-0 1-1-4 29-11-5 6-11-5 35-11-0 5-11-11 36-10-0 0-11-0 1-0-013-9-41-0-04-7-20-8-00-8-07.00 12 Plate Offsets (X,Y)-- [2:0-2-9,0-2-8], [12:0-3-0,0-1-12], [15:0-2-8,0-1-8], [19:0-2-12,0-2-8], [20:0-2-8,0-1-8] 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-S) 0.73 0.78 0.90 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.36 -0.99 0.29 (loc) 17-18 17-18 14 l/defl >999 >431 n/a L/d 240 180 n/a PLATES MT20 Weight: 200 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-22: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 17-19,7-19,7-16,8-16: 2x4 SPF No.2, 7-17: 2x4 SPF 2100F 1.8E 2-23,12-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 1 Row at midpt 9-16 WEBS 1 Row at midpt 7-17, 11-16 REACTIONS.(lb/size) 23=1489/0-3-8, 14=1489/0-3-8 Max Horz 23=311(LC 5) Max Uplift23=-101(LC 6), 14=-77(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2366/194, 3-4=-2329/192, 4-5=-1912/192, 5-6=-1764/208, 6-7=-1879/298, 7-8=-1533/222, 8-9=-1646/292, 9-10=-1660/216, 10-11=-1769/178, 11-12=-2081/171, 2-23=-1448/148, 12-14=-1430/159 BOT CHORD 20-21=-373/2072, 19-20=-249/1957, 6-19=-287/142, 17-18=0/438, 16-17=-113/2213, 9-16=-290/173, 15-16=-40/1724, 14-15=-14/273 WEBS 4-20=0/270, 4-19=-476/125, 17-19=-157/873, 7-19=-143/854, 7-17=-2465/207, 7-16=-1/1772, 8-16=-230/1385, 11-16=-384/117, 12-15=-30/1463, 2-21=-215/1893 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14 except (jt=lb) 23=101. 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) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 27,2018 Job 71_CLAY_CORNER Truss T09B Truss Type ROOF SPECIAL Qty 1 Ply 1 71 Clay Corner Job Reference (optional) I33161889 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Apr 27 09:21:12 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-4KBbSAQOU6ZiMz20_pJch19qVQSjvGWqyT6VpKzMZCb Scale = 1:108.2 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 3x6 5x6 3x6 12x12 3x6 2x4 3x4 12x12 3x4 3x6 3x6 4x8 8x8 8x8 3x6 3x8 5x6 2-3-8 2-3-8 7-1-6 4-9-14 12-5-8 5-4-2 23-0-0 10-6-8 29-11-5 6-11-5 35-11-0 5-11-11 -0-11-0 0-11-0 2-3-8 2-3-8 7-1-6 4-9-14 12-5-8 5-4-2 17-2-2 4-8-10 21-10-12 4-8-10 23-0-0 1-1-4 29-11-5 6-11-5 35-11-0 5-11-11 36-10-0 0-11-0 1-0-013-9-41-0-04-7-27.00 12 Plate Offsets (X,Y)-- [11:0-3-0,0-1-12], [14:0-2-8,0-1-8], [16:Edge,0-3-8], [19:0-2-8,0-1-8], [20:Edge,0-10-0] 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-S) 0.60 0.85 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.34 -0.95 0.24 (loc) 16-17 16-17 13 l/defl >999 >448 n/a L/d 240 180 n/a PLATES MT20 Weight: 187 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-17: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-17,6-15,7-15,2-20,11-13: 2x4 SPF No.2, 6-16: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 1 Row at midpt 8-15 6-0-0 oc bracing: 5-17 WEBS 1 Row at midpt 6-16, 10-15 REACTIONS.(lb/size) 20=1489/0-3-8, 13=1489/0-3-8 Max Horz 20=311(LC 5) Max Uplift20=-101(LC 6), 13=-77(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2066/162, 3-4=-1785/163, 4-5=-1639/193, 5-6=-1766/279, 6-7=-1533/222, 7-8=-1646/292, 8-9=-1660/216, 9-10=-1769/178, 10-11=-2081/171, 2-20=-1407/164, 11-13=-1429/159 BOT CHORD 19-20=-275/456, 18-19=-221/1688, 17-18=-221/1688, 16-17=-82/1182, 5-17=-287/131, 15-16=-113/2212, 8-15=-290/174, 14-15=-40/1723, 13-14=-15/284 WEBS 3-17=-315/123, 6-17=-112/732, 6-16=-2399/193, 6-15=0/1771, 7-15=-232/1386, 10-15=-384/117, 11-14=-29/1452, 2-19=0/1240 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) The Fabrication Tolerance at joint 20 = 16% 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13 except (jt=lb) 20=101. 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) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 27,2018 Job 71_CLAY_CORNER Truss T10 Truss Type PIGGYBACK BASE Qty 6 Ply 1 71 Clay Corner Job Reference (optional) I33161890 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Apr 27 09:21:13 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-YWlzfWR0FPhZ_7dCYWrrDEivTqmkelR_A7r2LmzMZCa Scale: 1/8"=1' 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 3x6 5x8 6x8 3x6 3x8 MT18HS 6x16 3x6 3x6 6x8 4x8 5x6 2x4 4x8 3x4 3x8 3x6 5x12 5x8 8-1-8 8-1-8 15-11-8 7-10-0 18-10-5 2-10-13 26-4-12 7-6-7 33-11-3 7-6-7 44-8-0 10-8-13 -0-11-0 0-11-0 8-1-8 8-1-8 15-11-8 7-10-0 18-10-5 2-10-13 26-4-12 7-6-7 33-11-3 7-6-7 39-6-12 5-7-8 44-8-0 5-1-4 1-0-012-0-01-1-124-7-27-4-147.00 12 3.56 12 Plate Offsets (X,Y)-- [2:0-4-15,0-2-8], [6:0-4-8,0-2-0], [8:0-4-8,0-2-0], [15:0-2-8,0-2-8] 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-S) 0.97 0.99 0.81 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.34 -0.95 0.46 (loc) 16-18 16-18 11 l/defl >999 >559 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 188 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-14,8-14,2-18,10-11: 2x4 SPF No.2, 2-19: 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-8-7 max.): 6-8. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-15, 6-14, 9-11 REACTIONS.(lb/size) 19=1841/0-5-8, 11=1771/Mechanical Max Horz 19=282(LC 5) Max Uplift19=-98(LC 6), 11=-26(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4479/411, 3-4=-4015/355, 4-5=-3890/399, 5-6=-3184/385, 6-7=-2722/349, 7-8=-2722/349, 8-9=-2457/275, 9-10=-513/14, 2-19=-1924/265, 10-11=-361/36 BOT CHORD 18-19=-308/622, 17-18=-412/3895, 16-17=-397/3935, 15-16=-264/3336, 14-15=-217/2715, 13-14=-67/2051, 12-13=-67/2051, 11-12=-159/2038 WEBS 3-16=-418/197, 5-16=-74/1243, 5-15=-1365/214, 6-15=-123/1322, 6-14=-250/236, 7-14=-508/212, 8-14=-210/1004, 8-12=0/331, 2-18=-174/3236, 9-11=-2129/278 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 19 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) 19, 11. 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) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 27,2018 Job 71_CLAY_CORNER Truss T11 Truss Type PIGGYBACK BASE Qty 3 Ply 1 71 Clay Corner Job Reference (optional) I33161891 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Apr 27 09:21:14 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-0jJLtsSf0jpQcHBO5EM4mSF42D56NCo7PnbctCzMZCZ Scale = 1:97.4 12 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 3x6 5x8 6x8 3x8 MT18HS 6x16 3x6 3x6 6x8 4x8 5x6 2x4 4x8 3x4 3x8 3x6 5x12 12x12 8-1-8 8-1-8 15-11-8 7-10-0 18-10-5 2-10-13 26-4-12 7-6-7 33-11-3 7-6-7 44-11-0 10-11-13 -0-11-0 0-11-0 8-1-8 8-1-8 15-11-8 7-10-0 18-10-5 2-10-13 26-4-12 7-6-7 33-11-3 7-6-7 39-9-0 5-9-12 44-11-0 5-2-0 45-10-0 0-11-0 1-0-012-0-01-0-04-7-27-4-147.00 12 3.56 12 Plate Offsets (X,Y)-- [2:0-4-15,0-2-8], [6:0-4-8,0-2-0], [8:0-4-8,0-2-0], [12:Edge,0-3-8], [16:0-2-8,0-2-8] 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-S) 0.98 0.98 0.80 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.34 -0.96 0.45 (loc) 17-19 17-19 12 l/defl >999 >559 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 190 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 12-14: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 6-15,8-15,2-19,10-12: 2x4 SPF No.2, 2-20: 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-7-15 max.): 6-8. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-16, 6-15, 9-12 REACTIONS.(lb/size) 20=1851/0-5-8, 12=1845/0-3-8 Max Horz 20=272(LC 5) Max Uplift20=-99(LC 6), 12=-58(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4506/398, 3-4=-4046/340, 4-5=-3921/383, 5-6=-3212/375, 6-7=-2756/344, 7-8=-2756/344, 8-9=-2510/272, 9-10=-654/19, 2-20=-1934/261, 10-12=-512/76 BOT CHORD 19-20=-296/623, 18-19=-370/3921, 17-18=-355/3959, 16-17=-249/3363, 15-16=-203/2740, 14-15=-37/2096, 13-14=-37/2096, 12-13=-137/2126 WEBS 3-17=-415/198, 5-17=-63/1249, 5-16=-1371/210, 6-16=-119/1327, 6-15=-251/247, 7-15=-507/212, 8-15=-211/992, 8-13=0/359, 2-19=-161/3258, 9-12=-2051/273 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) 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) Bearing at joint(s) 20 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) 20, 12. 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) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 27,2018 Job 71_CLAY_CORNER Truss TG01 Truss Type COMMON GIRDER Qty 1 Ply 2 71 Clay Corner Job Reference (optional) I33161892 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Apr 27 09:21:14 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-0jJLtsSf0jpQcHBO5EM4mSFB1DD4N917PnbctCzMZCZ Scale = 1:27.9 1 2 3 4 5 8 7 615 16 17 18 19 20 6x8 3x6 3x6 12x12 3x6 3x6 8x10 8x10 3-4-5 3-4-5 6-9-8 3-5-3 10-2-11 3-5-3 13-7-0 3-4-5 3-4-5 3-4-5 6-9-8 3-5-3 10-2-11 3-5-3 13-7-0 3-4-5 0-10-03-7-150-10-05.00 12 Plate Offsets (X,Y)-- [1:Edge,0-3-8], [5:0-1-4,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 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix-M) 0.53 0.47 0.98 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.20 0.03 (loc) 6-7 6-7 5 l/defl >999 >804 n/a L/d 240 180 n/a PLATES MT20 Weight: 141 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x3 SPF No.2 WEDGE Left: 2x4 SPF No.2, Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=5779/0-5-8, 5=5812/0-5-8 Max Horz 1=27(LC 5) Max Uplift1=-142(LC 5), 5=-143(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-9207/234, 2-3=-7832/209, 3-4=-7832/209, 4-5=-9219/235 BOT CHORD 1-15=-211/8431, 8-15=-211/8431, 8-16=-211/8431, 16-17=-211/8431, 7-17=-211/8431, 7-18=-186/8443, 18-19=-186/8443, 6-19=-186/8443, 6-20=-186/8443, 5-20=-186/8443 WEBS 3-7=-105/5685, 4-7=-1412/81, 4-6=-6/1184, 2-7=-1399/80, 2-8=-6/1175 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: 2x8 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x3 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=142, 5=143. 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) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1751 lb down and 38 lb up at 1-9-12, 1751 lb down and 38 lb up at 3-9-12, 1751 lb down and 38 lb up at 5-9-12, 1751 lb down and 38 lb up at 7-9-12, and 1751 lb down and 38 lb up at 9-9-12, and 1751 lb down and 38 lb up at 11-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 27,2018 Job 71_CLAY_CORNER Truss TG01 Truss Type COMMON GIRDER Qty 1 Ply 2 71 Clay Corner Job Reference (optional) I33161892 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Apr 27 09:21:14 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-0jJLtsSf0jpQcHBO5EM4mSFB1DD4N917PnbctCzMZCZ LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 9-12=-20 Concentrated Loads (lb) Vert: 15=-1751(F) 16=-1751(F) 17=-1751(F) 18=-1751(F) 19=-1751(F) 20=-1751(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 71_CLAY_CORNER Truss TG02 Truss Type COMMON GIRDER Qty 1 Ply 2 71 Clay Corner Job Reference (optional) I33161893 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Apr 27 09:21:15 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-Vvtj4CTHn1xHDQmbfxtJIfnLQdSK6h6HeRL9QezMZCY Scale = 1:27.5 1 2 3 4 5 6 7 10 9 819 20 21 22 8x8 3x6 4x6 8x8 3x6 10x10 3x6 2x4 3x6 2x4 3-4-4 3-4-4 6-2-12 2-10-9 9-1-5 2-10-9 12-5-8 3-4-3 3-4-4 3-4-4 6-2-12 2-10-9 9-1-5 2-10-9 12-5-8 3-4-3 0-10-03-5-20-10-05.00 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 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix-M) 0.62 0.92 0.67 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.16 0.03 (loc) 8-9 8-9 7 l/defl >999 >924 n/a L/d 240 180 n/a PLATES MT20 Weight: 116 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 WEBS 2x3 SPF No.2 SLIDER Left 2x4 SPF No.2 1-6-0, Right 2x4 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=4098/0-3-8, 7=5074/0-5-8 Max Horz 1=24(LC 5) Max Uplift1=-226(LC 5), 7=-277(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3746/197, 2-3=-6468/369, 3-4=-5548/325, 4-5=-5549/325, 5-6=-6754/384, 6-7=-4044/212 BOT CHORD 1-19=-329/5859, 10-19=-329/5859, 10-20=-329/5859, 9-20=-329/5859, 9-21=-320/6128, 8-21=-320/6128, 8-22=-320/6128, 7-22=-320/6128 WEBS 4-9=-196/3878, 5-9=-1220/108, 5-8=-50/1271, 3-9=-901/91, 3-10=-35/1004 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 0-7-0 oc. Webs connected as follows: 2x3 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=226, 7=277. 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) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1362 lb down and 76 lb up at 1-11-4, 1362 lb down and 76 lb up at 3-11-4, 1362 lb down and 76 lb up at 5-11-4, 1362 lb down and 76 lb up at 7-11-4, and 1362 lb down and 76 lb up at 9-11-4, and 1366 lb down and 73 lb up at 11-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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: 1-4=-60, 4-7=-60, 11-15=-20 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 27,2018 Job 71_CLAY_CORNER Truss TG02 Truss Type COMMON GIRDER Qty 1 Ply 2 71 Clay Corner Job Reference (optional) I33161893 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Apr 27 09:21:15 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-Vvtj4CTHn1xHDQmbfxtJIfnLQdSK6h6HeRL9QezMZCY LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 9=-1362(F) 17=-1366(F) 19=-1362(F) 20=-1362(F) 21=-1362(F) 22=-1362(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 71_CLAY_CORNER Truss TG03 Truss Type HALF HIP GIRDER Qty 1 Ply 1 71 Clay Corner Job Reference (optional) I33161894 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Apr 27 09:21:16 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-z5R5IYTvYK38raLnDfOYrtKaK1o0rBNQs54iy5zMZCX Scale = 1:27.7 1 2 3 4 5 9 8 7 610 2x4 8x8 8x8 2x4 4x6 8x8 4x6 2-7-12 2-7-12 5-3-8 2-7-12 7-4-0 2-0-8 2-7-12 2-7-12 5-3-8 2-7-12 7-4-0 2-0-8 1-9-03-5-121-0-03-6-91-0-04.08 12 Plate Offsets (X,Y)-- [5:0-2-0,0-3-4], [7:0-3-0,0-3-4] 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 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix-M) 0.29 0.95 0.47 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.11 0.01 (loc) 7-8 7-8 6 l/defl >999 >803 n/a L/d 240 180 n/a PLATES MT20 Weight: 39 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 WEBS 2x3 SPF No.2 *Except* 5-6,1-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-14 oc purlins, except end verticals, and 2-0-0 oc purlins: 4-7, 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=988/Mechanical, 9=1834/0-3-8 Max Horz 9=154(LC 5) Max Uplift6=-98(LC 5), 9=-110(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1198/75, 1-9=-1108/79 BOT CHORD 8-10=-204/2208, 7-10=-204/2208, 6-7=-244/2272 WEBS 2-8=-50/909, 2-4=-1259/143, 4-8=-1165/78, 1-8=-75/1303, 4-6=-2380/261 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 9=110. 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) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 758 lb down and 46 lb up at 0-1-12, and 750 lb down and 50 lb up at 2-4-12, and 750 lb down and 50 lb up at 4-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) 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: 1-3=-60, 4-5=-60, 6-9=-20 Concentrated Loads (lb) Vert: 9=-758(B) 8=-750(B) 10=-750(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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 27,2018 Job 71_CLAY_CORNER Truss V01 Truss Type Valley Qty 1 Ply 1 71 Clay Corner Job Reference (optional) I33161895 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Apr 27 09:21:16 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-z5R5IYTvYK38raLnDfOYrtKTA1wxrHLQs54iy5zMZCX Scale = 1:26.0 1 2 3 5 43x12 4x8 2x4 2x4 2x4 10-0-14 10-0-14 7-10-14 7-10-14 10-0-14 2-2-0 0-0-43-3-92-4-115.00 12 Plate Offsets (X,Y)-- [1:0-6-0,0-1-5] 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) 0.74 0.44 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 1=240/10-0-5, 4=-79/10-0-5, 5=576/10-0-5 Max Horz 1=69(LC 5) Max Uplift1=-16(LC 6), 4=-122(LC 10), 5=-35(LC 6) Max Grav 1=240(LC 1), 4=7(LC 6), 5=576(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-348/130 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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, 5 except (jt=lb) 4=122. 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) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 27,2018 Job 71_CLAY_CORNER Truss V02 Truss Type Valley Qty 1 Ply 1 71 Clay Corner Job Reference (optional) I33161896 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Apr 27 09:21:16 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-z5R5IYTvYK38raLnDfOYrtKW_1vSrImQs54iy5zMZCX Scale = 1:18.4 1 2 3 4 3x8 2x4 3x6 3x6 7-3-5 7-3-5 5-1-5 5-1-5 7-3-5 2-2-0 0-0-42-1-91-2-115.00 12 Plate Offsets (X,Y)-- [1:0-0-5,Edge], [2:0-2-0,Edge], [3:0-2-11,0-0-0], [4:0-2-8,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) 0.56 0.48 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 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) 1=265/7-2-11, 4=265/7-2-11 Max Horz 1=33(LC 5) Max Uplift1=-17(LC 6), 4=-9(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-258/88 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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, 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) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 27,2018 Job 71_CLAY_CORNER Truss V03 Truss Type Valley Qty 1 Ply 1 71 Clay Corner Job Reference (optional) I33161897 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Apr 27 09:21:17 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-RI?UVuUXJeB?TkwznMvnO4tlCRJ_al0Z5lqGUXzMZCW Scale = 1:11.3 1 2 3 4 3x4 2x4 3x4 2x4 4-5-11 4-5-11 3-2-12 3-2-12 4-5-11 1-2-15 0-0-41-4-25.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-11], [3:Edge,0-2-8] 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) 0.28 0.20 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-11 oc purlins, except end verticals, and 2-0-0 oc purlins: 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=153/4-5-1, 4=153/4-5-1 Max Horz 1=38(LC 5) Max Uplift1=-9(LC 6), 4=-9(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) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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) 1, 4. 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) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 27,2018 Job 71_CLAY_CORNER Truss V05 Truss Type Valley Qty 1 Ply 1 71 Clay Corner Job Reference (optional) I33161898 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Apr 27 09:21:17 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-RI?UVuUXJeB?TkwznMvnO4tmeRKcal0Z5lqGUXzMZCW Scale = 1:10.5 1 2 3 2x4 2x4 2x4 3-6-6 3-6-6 0-0-41-2-74.08 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) 0.25 0.16 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: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=110/3-5-10, 3=110/3-5-10 Max Horz 1=32(LC 5) Max Uplift1=-7(LC 4), 3=-12(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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, 3. 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) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 27,2018 Job 71_CLAY_CORNER Truss V06 Truss Type Valley Qty 1 Ply 1 71 Clay Corner Job Reference (optional) I33161899 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Apr 27 09:21:17 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-RI?UVuUXJeB?TkwznMvnO4tnpRFval0Z5lqGUXzMZCW Scale = 1:12.6 1 2 3 2x4 2x4 2x4 5-7-10 5-7-10 5-8-3 0-0-10 2-10-2 2-10-2 5-8-3 2-10-2 0-0-41-2-30-0-45.00 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) 0.18 0.46 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: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=183/5-7-0, 3=183/5-7-0 Max Horz 1=9(LC 6) Max Uplift1=-9(LC 6), 3=-9(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 27,2018 Job 71_CLAY_CORNER Truss V07 Truss Type Valley Qty 1 Ply 1 71 Clay Corner Job Reference (optional) I33161900 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Apr 27 09:21:18 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:1MXvq1XprfbczF5yAOde10zMZzW-vUYsiDV94yJs4uVAK4Q0wIPyBrddJCGjKPZp0zzMZCV Scale = 1:12.4 1 2 3 2x4 3x4 2x4 5-5-8 5-5-8 5-6-1 0-0-10 2-9-1 2-9-1 5-6-1 2-9-1 0-0-41-1-120-0-45.00 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) 0.14 0.37 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: 10 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 5-6-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=160/5-4-14, 3=160/5-4-14 Max Horz 1=8(LC 6) Max Uplift1=-8(LC 6), 3=-8(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 27,2018 Job 71_CLAY_CORNER Truss V08 Truss Type Valley Qty 1 Ply 1 71 Clay Corner Job Reference (optional) I33161901 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Apr 27 09:21:18 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:xzqRsvhv5m7IxCqij8djlvzWP84-vUYsiDV94yJs4uVAK4Q0wIPnqraiJCGjKPZp0zzMZCV Scale = 1:16.3 1 2 3 2x4 2x4 2x4 5-10-9 5-10-9 0-0-42-0-04.08 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) 0.86 0.55 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=204/5-9-13, 3=204/5-9-13 Max Horz 1=59(LC 5) Max Uplift1=-13(LC 4), 3=-22(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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, 3. 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) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 27,2018 edge of truss.from outside"16/1-0PRODUCT CODE APPROVALSJOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 8 7 6 54321BOTTOM CHORDSTOP CHORDSBEARINGLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System1. 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 PropertyDamage or Personal InjuryGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:6-4-8dimensions shown in ft-in-sixteenths (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015WEBSedge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 8 7 6 54321BOTTOM CHORDSTOP CHORDSBEARINGIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System General Safety Notes *Plate location details available in MiTek 20/20software 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.6-4-8dimensions shown in ft-in-sixteenthsWEBSTrusses 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.