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HomeMy WebLinkAboutGN-Truss Package (1)16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: 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). June 11,2019 Liu, Xuegang Pages or sheets covered by this seal: I37392959 thru I37392996 My license renewal date for the state of Indiana is July 31, 2020. B19901766 OLD TOWN-FARMHOUSE A-VANHOUTTE/READ IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B19901766 Truss GE01 Truss Type GABLE Qty 1 Ply 1 OLD TOWN-FARMHOUSE A-VANHOUTTE/READ Job Reference (optional) I37392959 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 09:18:30 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Zh6pbuDs0Oz7ckW1QkkKMJz7Pbo-C7QOuxpnqncrWTdt4Qr82E4xSvMlawruaRZlZSz7Ox7 Scale = 1:39.4 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 2x4 3x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 12-0-0 12-0-0 -1-3-12 1-3-12 6-0-0 6-0-0 12-0-0 6-0-0 13-3-12 1-3-12 2-0-06-0-02-0-08.00 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 1-11-4 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.23 0.11 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.00 0.01 (loc) 13 13 14 13 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 158 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 12-0-0. (lb) - Max Horz 24=-150(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 20, 21, 22, 18, 17, 16 except 24=-251(LC 4), 14=-240(LC 5), 23=-219(LC 5), 15=-210(LC 4) Max Grav All reactions 250 lb or less at joint(s) 24, 14, 19, 20, 21, 22, 23, 18, 17, 16, 15 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 21, 22, 18, 17, 16 except (jt=lb) 24=251, 14=240, 23=219, 15=210. June 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B19901766 Truss GE02 Truss Type GABLE Qty 1 Ply 1 OLD TOWN-FARMHOUSE A-VANHOUTTE/READ Job Reference (optional) I37392960 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 09:18:32 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Zh6pbuDs0Oz7ckW1QkkKMJz7Pbo-9WY8Jcr1MOsZlnnFBrtc7f9AiirD2jOB1l2reLz7Ox5 Scale = 1:79.1 Sheet Front Left Option 8-3-8 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 36 35 34 33 32 31 30 29 28 27 26 25 24 47 49 38 37 39 42 40 45 43 41 44 46 48 50 51 52 53 54 55 4x6 4x10 3x6 2x4 3x6 4x6 3x6 3x4 2x4 4x8 4x8 2x4 3x8 3x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 2x4 3x4 2x4 2x4 3x4 3x4 2x4 2x4 3x4 2x4 3x4 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 8-3-8 8-3-8 9-10-3 1-6-11 19-5-13 9-7-11 29-4-0 9-10-3 -0-9-12 0-9-12 7-5-4 7-5-4 9-10-3 2-4-15 14-8-0 4-9-13 20-0-12 5-4-12 21-10-12 1-10-0 29-4-0 7-5-4 30-1-12 0-9-12 1-8-011-5-51-8-08.00 12 Plate Offsets (X,Y)-- [8:0-1-8,0-0-0], [9:0-2-4,0-2-4], [9:0-0-0,0-1-12], [22:0-4-3,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 15.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.63 0.94 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.67 0.02 (loc) 24-25 24-25 24 l/defl >999 >332 n/a L/d 240 180 n/a PLATES MT20 Weight: 395 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 21-25,21-24,11-28,27-37: 2x3 SPF No.2 37-38,19-38: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 27-28,25-27 2-2-0 oc bracing: 24-25. WEBS 1 Row at midpt 21-24 JOINTS 1 Brace at Jt(s): 38, 39, 40, 41, 43, 46, 47 REACTIONS.All bearings 11-1-0 except (jt=length) 24=0-3-8. (lb) - Max Horz 36=274(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 36, 24, 35, 34, 33, 32, 31, 30 except 28=-185(LC 4) Max Grav All reactions 250 lb or less at joint(s) 36, 28, 35, 34, 33, 32, 31, 30 except 24=1152(LC 1), 29=332(LC 1), 27=763(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 12-13=-53/284, 13-14=-16/304, 14-15=0/327, 15-16=-756/276, 16-17=-798/261, 17-18=-795/224, 18-19=-838/211, 19-21=-968/217, 21-22=-519/201, 22-24=-537/196 BOT CHORD 27-28=-63/425, 25-27=-54/402, 24-25=-2/824 WEBS 15-47=-107/889, 47-49=-92/877, 38-49=-108/923, 25-38=-58/829, 21-25=-265/189, 28-37=-931/57, 37-39=-916/0, 39-42=-750/3, 40-42=-752/0, 40-45=-721/8, 43-45=-787/1, 15-43=-791/11, 21-24=-680/7 NOTES- 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) * 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 = 15.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 36, 24, 35, 34, 33, 32, 31, 30 except (jt=lb) 28=185. June 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B19901766 Truss GE03 Truss Type GABLE Qty 1 Ply 1 OLD TOWN-FARMHOUSE A-VANHOUTTE/READ Job Reference (optional) I37392961 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 09:18:33 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Zh6pbuDs0Oz7ckW1QkkKMJz7Pbo-di6XXysg7i_QNxMSlYPrfshOG6NJnFOKGPoPAnz7Ox4 Scale = 1:67.3 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 3x4 3x6 4x6 3x6 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 2x4 2x4 23-0-0 23-0-0 -1-3-12 1-3-12 11-6-0 11-6-0 23-0-0 11-6-0 24-3-12 1-3-12 2-0-09-8-02-0-08.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.39 0.18 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.00 0.01 (loc) 21 21 22 21 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 407 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. WEBS 1 Row at midpt 11-31, 10-32, 12-30 REACTIONS.All bearings 23-0-0. (lb) - Max Horz 41=-240(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 33, 34, 36, 37, 38, 39, 29, 28, 27, 26, 25, 24 except 41=-360(LC 4), 22=-334(LC 5), 40=-333(LC 5), 23=-310(LC 4) Max Grav All reactions 250 lb or less at joint(s) 31, 32, 33, 34, 36, 37, 38, 39, 30, 29, 28, 27, 26, 25, 24 except 41=358(LC 5), 22=331(LC 4), 40=345(LC 4), 23=323(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 9-10=-17/281, 10-11=-19/288, 11-12=-19/288, 12-13=-17/281 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 33, 34, 36, 37, 38, 39, 29, 28, 27, 26, 25, 24 except (jt=lb) 41=360, 22=334, 40=333, 23=310. June 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B19901766 Truss GE04 Truss Type GABLE Qty 1 Ply 1 OLD TOWN-FARMHOUSE A-VANHOUTTE/READ Job Reference (optional) I37392962 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 09:18:34 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Zh6pbuDs0Oz7ckW1QkkKMJz7Pbo-5ugvkIsIu?6H?5xeJGw4C4EdZWkAWl0UU3XyiDz7Ox3 Scale = 1:28.6 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 2x4 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 7-0-0 7-0-0 -1-3-12 1-3-12 3-6-0 3-6-0 7-0-0 3-6-0 8-3-12 1-3-12 2-0-04-4-02-0-08.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.16 0.08 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.00 0.01 (loc) 9 9 10 9 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 80 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 7-0-0. (lb) - Max Horz 16=116(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 14, 12 except 16=-146(LC 4), 10=-142(LC 5), 15=-129(LC 5), 11=-126(LC 4) 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- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 12 except (jt=lb) 16=146, 10=142, 15=129, 11=126. June 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B19901766 Truss GE05 Truss Type GABLE Qty 1 Ply 1 OLD TOWN-FARMHOUSE A-VANHOUTTE/READ Job Reference (optional) I37392963 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 09:18:34 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Zh6pbuDs0Oz7ckW1QkkKMJz7Pbo-5ugvkIsIu?6H?5xeJGw4C4EbsWkmWlAUU3XyiDz7Ox3 Scale = 1:30.1 Sheet Back 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 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 -1-3-12 1-3-12 11-6-4 11-6-4 1-0-84-10-94.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.27 0.11 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -0.00 -0.00 (loc) 1 1 12 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 117 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 11-6-4. (lb) - Max Horz 21=149(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 12, 13, 14, 15, 16, 17, 18, 19 except 20=-143(LC 6) Max Grav All reactions 250 lb or less at joint(s) 21, 12, 13, 14, 15, 16, 17, 18, 19, 20 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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 exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 13, 14, 15, 16, 17, 18, 19 except (jt=lb) 20=143. June 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B19901766 Truss GE06 Truss Type GABLE Qty 1 Ply 1 OLD TOWN-FARMHOUSE A-VANHOUTTE/READ Job Reference (optional) I37392964 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 09:18:35 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Zh6pbuDs0Oz7ckW1QkkKMJz7Pbo-Z5DHxetwfJE7cFWqtzRJlHnn4w3oF8qdjjHWEgz7Ox2 Scale = 1:50.9 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 3x4 3x4 4x6 3x4 3x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 18-6-8 18-6-8 -0-9-12 0-9-12 9-3-4 9-3-4 18-6-8 9-3-4 19-4-4 0-9-12 1-8-07-10-31-8-08.00 12 Plate Offsets (X,Y)-- [25:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.24 0.12 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 17 17 18 16 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 275 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 18-6-8. (lb) - Max Horz 32=-193(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 26, 27, 28, 29, 30, 24, 23, 22, 21, 20 except 32=-170(LC 4), 18=-154(LC 5), 31=-171(LC 5), 19=-157(LC 4) Max Grav All reactions 250 lb or less at joint(s) 32, 18, 25, 26, 27, 28, 29, 30, 31, 24, 23, 22, 21, 20, 19 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 26, 27, 28, 29, 30, 24, 23, 22, 21, 20 except (jt=lb) 32=170, 18=154, 31=171, 19=157. June 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B19901766 Truss GE07 Truss Type GABLE Qty 1 Ply 1 OLD TOWN-FARMHOUSE A-VANHOUTTE/READ Job Reference (optional) I37392965 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 09:18:37 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Zh6pbuDs0Oz7ckW1QkkKMJz7Pbo-VTL1MKvABwUrsYgD_OTnqis3Ojiyj35wB1mcJYz7Ox0 Scale = 1:76.0 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 4x6 4x6 4x6 3x4 3x4 3x4 3x4 3x6 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 2x4 2x4 2x4 2x4 2x4 2x4 28-5-12 28-5-12 13-5-12 13-5-12 28-5-12 15-0-0 29-3-8 0-9-12 2-8-311-8-01-8-08.00 12 Plate Offsets (X,Y)-- [6:0-1-8,0-0-0], [7:0-2-4,0-2-4], [7:0-0-0,0-1-12], [17:0-2-4,0-2-4], [17:0-0-0,0-1-12], [18:0-1-8,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.51 0.27 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 0.01 0.00 (loc) 25 25 26 24 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 588 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 *Except* 12-37,11-39,13-36: 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 12-37, 11-39, 10-40, 9-41, 13-36, 14-35, 15-34 REACTIONS.All bearings 28-5-12. (lb) - Max Horz 48=-265(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 40, 41, 42, 43, 44, 45, 46, 36, 35, 34, 33, 32, 31, 30, 29, 28 except 48=-139(LC 4), 26=-283(LC 5), 47=-147(LC 5), 27=-305(LC 4) Max Grav All reactions 250 lb or less at joint(s) 48, 39, 40, 41, 42, 43, 44, 45, 46, 47, 36, 35, 34, 33, 32, 31, 30, 29, 28 except 26=342(LC 4), 37=271(LC 6), 27=293(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 10-11=-23/284, 11-12=-26/294, 12-13=-26/294, 13-14=-22/286, 14-15=-24/258, 23-24=-269/251 WEBS 12-37=-259/0 NOTES- 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 right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 40, 41, 42, 43, 44, 45, 46, 36, 35, 34, 33, 32, 31, 30, 29, 28 except (jt=lb) 48=139, 26=283, 47=147, 27=305. June 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B19901766 Truss GE07A Truss Type GABLE Qty 1 Ply 1 OLD TOWN-FARMHOUSE A-VANHOUTTE/READ Job Reference (optional) I37392966 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 09:18:39 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Zh6pbuDs0Oz7ckW1QkkKMJz7Pbo-RsTon0wQjYlZ5spc6pVFv7xPuXOQBzbDeLFjNRz7Ox_ Scale = 1:76.0 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 4x6 4x6 4x6 3x4 3x4 3x4 3x4 3x6 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 2x4 2x4 2x4 2x4 2x4 2x4 28-5-12 28-5-12 13-5-12 13-5-12 28-5-12 15-0-0 29-3-8 0-9-12 2-8-311-8-01-8-08.00 12 Plate Offsets (X,Y)-- [6:0-1-8,0-0-0], [7:0-2-4,0-2-4], [7:0-0-0,0-1-12], [17:0-2-4,0-2-4], [17:0-0-0,0-1-12], [18:0-1-8,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.51 0.27 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 0.01 -0.00 (loc) 25 25 26 24 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 588 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 *Except* 12-37,11-39,13-36: 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 12-37, 11-39, 10-40, 9-41, 13-36, 14-35, 15-34 REACTIONS.All bearings 28-5-12. (lb) - Max Horz 48=-265(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 40, 41, 42, 43, 44, 45, 46, 36, 35, 34, 33, 32, 31, 30, 29, 28 except 48=-139(LC 4), 26=-283(LC 5), 47=-147(LC 5), 27=-305(LC 4) Max Grav All reactions 250 lb or less at joint(s) 48, 39, 40, 41, 42, 43, 44, 45, 46, 47, 36, 35, 34, 33, 32, 31, 30, 29, 28 except 26=342(LC 4), 37=271(LC 6), 27=293(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 10-11=-23/284, 11-12=-26/294, 12-13=-26/294, 13-14=-22/286, 14-15=-24/258, 23-24=-269/251 WEBS 12-37=-259/0 NOTES- 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 right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 40, 41, 42, 43, 44, 45, 46, 36, 35, 34, 33, 32, 31, 30, 29, 28 except (jt=lb) 48=139, 26=283, 47=147, 27=305. June 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B19901766 Truss GE08 Truss Type GABLE Qty 1 Ply 1 OLD TOWN-FARMHOUSE A-VANHOUTTE/READ Job Reference (optional) I37392967 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 09:18:40 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Zh6pbuDs0Oz7ckW1QkkKMJz7Pbo-w21A?Lx3UrtQj0OofX1USLUgHxj7wRIMt?_Gvtz7Owz Scale = 1:51.8 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 29 28 27 26 25 24 23 22 21 20 19 18 30313235 33 34 363738 3x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 5x12 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 3x4 2x4 3x6 3x4 2x4 0-6-02-1-07-0-0 8-5-11 8-5-11 15-5-11 7-0-0 23-11-7 8-5-11 11-11-11 11-11-11 23-11-7 11-11-11 7-11-138.00 12 Plate Offsets (X,Y)-- [23:0-2-8,0-1-8], [24:0-1-12,0-0-0], [25:0-3-12,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.08 0.36 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 17 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 309 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* 35-36: 2x4 SPF No.2, 23-24: 2x3 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. JOINTS 1 Brace at Jt(s): 30, 32, 34, 35, 36 REACTIONS.All bearings 23-11-7. (lb) - Max Horz 1=-178(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 26, 27, 28, 29, 21, 20, 19, 18 except 25=-452(LC 2), 22=-485(LC 2) Max Grav All reactions 250 lb or less at joint(s) 1, 17, 26, 27, 28, 29, 21, 20, 19, 18 except 24=685(LC 2), 23=720(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 26, 27, 28, 29, 21, 20, 19, 18 except (jt=lb) 25=452, 22=485. June 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B19901766 Truss T01 Truss Type Common Qty 1 Ply 1 OLD TOWN-FARMHOUSE A-VANHOUTTE/READ Job Reference (optional) I37392968 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 09:18:40 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Zh6pbuDs0Oz7ckW1QkkKMJz7Pbo-w21A?Lx3UrtQj0OofX1USLUa6xlFwR9Mt?_Gvtz7Owz Scale = 1:37.7 1 2 3 4 5 8 7 6 4x6 2x4 2x4 3x8 5x6 5x6 6-0-0 6-0-0 12-0-0 6-0-0 -1-3-12 1-3-12 6-0-0 6-0-0 12-0-0 6-0-0 13-3-12 1-3-12 2-0-06-0-02-0-08.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-2-0], [4:0-2-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-11-4 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.48 0.23 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.06 0.00 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 51 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-8,4-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=538/0-3-8, 6=538/0-3-8 Max Horz 8=-150(LC 4) Max Uplift 8=-58(LC 6), 6=-58(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-402/83, 3-4=-402/83, 2-8=-488/114, 4-6=-488/114 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. June 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B19901766 Truss T02 Truss Type Common Qty 1 Ply 1 OLD TOWN-FARMHOUSE A-VANHOUTTE/READ Job Reference (optional) I37392969 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 09:18:41 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Zh6pbuDs0Oz7ckW1QkkKMJz7Pbo-OEbYChyhE9?HKAz_DEYj_Y1ffLvafmiW5fkqRJz7Owy Scale = 1:65.8 1 2 3 4 5 6 7 8 9 14 13 12 11 10151617181920 3x6 4x6 3x6 3x8 3x6 4x6 3x6 4x6 3x8 4x6 4x6 3x8 9-10-3 9-10-3 19-5-13 9-7-11 29-4-0 9-10-3 -0-9-12 0-9-12 7-5-4 7-5-4 14-8-0 7-2-12 21-10-12 7-2-12 29-4-0 7-5-4 30-1-12 0-9-12 1-8-011-5-51-8-08.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.87 0.99 0.62 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.31 -0.54 0.07 (loc) 11-13 10-11 10 l/defl >999 >646 n/a L/d 240 180 n/a PLATES MT20 Weight: 137 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 7-11,3-13: 2x3 SPF No.2, 2-14,8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 3-14, 7-10 REACTIONS.(lb/size)14=1493/0-3-8, 10=1493/0-3-8 Max Horz 14=-276(LC 4) Max Uplift 14=-76(LC 6), 10=-76(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-377/176, 3-5=-1642/249, 5-7=-1642/249, 7-8=-377/176, 2-14=-409/173, 8-10=-409/173 BOT CHORD 13-14=-61/1332, 11-13=0/979, 10-11=0/1332 WEBS 5-11=-104/734, 5-13=-104/734, 3-14=-1473/0, 7-10=-1473/0 NOTES- 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) 14, 10. June 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B19901766 Truss T02A Truss Type COMMON Qty 1 Ply 1 OLD TOWN-FARMHOUSE A-VANHOUTTE/READ Job Reference (optional) I37392970 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 09:18:42 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Zh6pbuDs0Oz7ckW1QkkKMJz7Pbo-sR9wQ1yJ?T78yJYAnx3yXmZtukEmOCYfKJTNzmz7Owx Scale = 1:65.8 1 2 3 4 5 6 7 12 11 10 9 8131415161718 3x8 4x6 3x8 3x8 3x6 4x6 3x6 4x6 3x6 4x6 4x6 3x6 9-10-3 9-10-3 19-5-13 9-7-11 29-4-0 9-10-3 7-5-4 7-5-4 14-8-0 7-2-12 21-10-12 7-2-12 29-4-0 7-5-4 1-8-011-5-51-8-08.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.65 0.99 0.65 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.31 -0.54 0.07 (loc) 9-11 11-12 8 l/defl >999 >644 n/a L/d 240 180 n/a PLATES MT20 Weight: 135 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 6-9,2-11: 2x3 SPF No.2, 1-12,7-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 2-12, 6-8 REACTIONS.(lb/size)12=1436/0-3-8, 8=1436/0-3-8 Max Horz 12=225(LC 5) Max Uplift 12=-46(LC 6), 8=-46(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-322/113, 2-4=-1650/244, 4-6=-1650/244, 6-7=-322/113, 1-12=-311/105, 7-8=-311/105 BOT CHORD 11-12=-91/1340, 9-11=0/981, 8-9=-40/1340 WEBS 4-9=-103/741, 6-9=-253/234, 4-11=-103/741, 2-11=-253/234, 2-12=-1535/45, 6-8=-1535/45 NOTES- 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 ;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) 12, 8. June 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B19901766 Truss T03 Truss Type Common Qty 4 Ply 1 OLD TOWN-FARMHOUSE A-VANHOUTTE/READ Job Reference (optional) I37392971 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 09:18:43 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Zh6pbuDs0Oz7ckW1QkkKMJz7Pbo-KdiJdNzxmmF?aT7NLfaB3z67s8gO7gypZzDxVCz7Oww Scale = 1:56.8 1 2 3 4 5 6 7 12 11 10 9 8131415161718 4x6 3x4 3x4 3x6 3x4 3x6 3x4 3x6 3x6 3x4 7-8-13 7-8-13 15-3-3 7-6-5 23-0-0 7-8-13 -1-3-12 1-3-12 5-10-4 5-10-4 11-6-0 5-7-12 17-1-12 5-7-12 23-0-0 5-10-4 24-3-12 1-3-12 2-0-09-8-02-0-08.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.38 0.58 0.64 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.22 0.04 (loc) 9-11 11-12 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 102 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* 2-12,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-12, 5-8 REACTIONS.(lb/size)12=1173/0-3-8, 8=1173/0-3-8 Max Horz 12=-240(LC 4) Max Uplift 12=-79(LC 6), 8=-79(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1123/203, 4-5=-1123/203, 2-12=-308/165, 6-8=-308/165 BOT CHORD 11-12=-44/880, 9-11=0/685, 8-9=0/880 WEBS 4-9=-87/479, 4-11=-87/479, 3-12=-1115/0, 5-8=-1115/0 NOTES- 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) 12, 8. June 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B19901766 Truss T03A Truss Type COMMON Qty 7 Ply 1 OLD TOWN-FARMHOUSE A-VANHOUTTE/READ Job Reference (optional) I37392972 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 09:18:43 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Zh6pbuDs0Oz7ckW1QkkKMJz7Pbo-KdiJdNzxmmF?aT7NLfaB3z67s8gL7fopZzDxVCz7Oww Scale = 1:56.8 1 2 3 4 5 6 11 10 9 8 7121314151617 3x4 4x6 3x4 3x4 3x6 3x4 3x6 3x6 3x6 3x4 7-8-13 7-8-13 15-3-3 7-6-5 23-0-0 7-8-13 5-10-4 5-10-4 11-6-0 5-7-12 17-1-12 5-7-12 23-0-0 5-10-4 24-3-12 1-3-12 2-0-09-8-02-0-08.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.38 0.59 0.65 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.22 0.04 (loc) 8-10 10-11 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 100 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* 1-11,5-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-11, 4-7 REACTIONS.(lb/size)11=1083/Mechanical, 7=1176/0-3-8 Max Horz 11=-225(LC 4) Max Uplift 11=-36(LC 6), 7=-78(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1134/197, 3-4=-1127/199, 5-7=-308/165 BOT CHORD 10-11=-38/892, 8-10=0/688, 7-8=0/883 WEBS 3-8=-88/479, 3-10=-84/491, 2-11=-1132/39, 4-7=-1120/0 NOTES- 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 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) 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) 11, 7. June 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B19901766 Truss T04 Truss Type Common Qty 3 Ply 1 OLD TOWN-FARMHOUSE A-VANHOUTTE/READ Job Reference (optional) I37392973 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 09:18:44 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Zh6pbuDs0Oz7ckW1QkkKMJz7Pbo-opGhqj_ZX4NsBdiZuM5QcBfL8Y8asGWyodyU2ez7Owv Scale = 1:28.9 1 2 3 4 5 8 7 6 4x6 2x4 2x4 3x8 3x6 3x6 3-6-0 3-6-0 7-0-0 3-6-0 -1-3-12 1-3-12 3-6-0 3-6-0 7-0-0 3-6-0 8-3-12 1-3-12 2-0-04-4-02-0-08.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.15 0.08 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 0.00 (loc) 6-7 6-7 6 l/defl >999 >999 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 No.2 WEBS 2x3 SPF No.2 *Except* 2-8,4-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=356/0-3-8, 6=356/0-3-8 Max Horz 8=116(LC 5) Max Uplift 8=-138(LC 6), 6=-138(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-326/213, 4-6=-326/213 NOTES- 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; Pr. Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=138, 6=138. June 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B19901766 Truss T05 Truss Type Monopitch Qty 2 Ply 1 OLD TOWN-FARMHOUSE A-VANHOUTTE/READ Job Reference (optional) I37392974 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 09:18:44 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Zh6pbuDs0Oz7ckW1QkkKMJz7Pbo-opGhqj_ZX4NsBdiZuM5QcBfIaY6Ws5ByodyU2ez7Owv Scale = 1:30.7 1 2 3 4 7 6 5 8 9 6x10 2x4 3x4 2x4 3x8 3x8 3x4 5-9-2 5-9-2 11-6-4 5-9-2 -1-3-12 1-3-12 5-9-2 5-9-2 11-6-4 5-9-2 1-0-84-10-91-7-144-10-94.00 12 Plate Offsets (X,Y)-- [2:0-3-3,0-1-8] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.38 0.21 0.70 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.05 -0.07 0.03 (loc) 6-7 6-7 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 47 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* 2-7: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=543/0-3-8, 9=423/0-3-0 Max Horz 7=187(LC 6) Max Uplift 7=-198(LC 4), 9=-209(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-623/406, 3-4=-629/503, 2-7=-488/310 BOT CHORD 6-7=-315/145 WEBS 3-6=-356/243, 4-6=-607/647, 2-6=-192/400, 4-9=-426/384 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Pr. Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch 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) 9 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 capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=198, 9=209. June 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B19901766 Truss T05A Truss Type Monopitch Qty 2 Ply 1 OLD TOWN-FARMHOUSE A-VANHOUTTE/READ Job Reference (optional) I37392975 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 09:18:45 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Zh6pbuDs0Oz7ckW1QkkKMJz7Pbo-G0q323?BIOVjpnHlS4cf9OBTIyStbc_60Hi1a5z7Owu Scale = 1:29.3 1 2 3 4 8 7 6 5 9 10 6x10 2x4 2x4 3x4 3x4 3x8 2x4 3x4 3x4 1-10-4 1-10-4 2-0-0 0-1-12 6-0-5 4-0-5 11-9-8 5-9-3 1-10-4 1-10-4 6-0-5 4-2-1 11-9-8 5-9-3 0-11-74-10-91-7-144-10-94.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.32 0.20 0.48 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.04 -0.07 0.02 (loc) 5-6 5-6 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 47 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* 1-8: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)8=-27/0-3-8, 7=573/0-3-8, 10=355/0-3-0 Max Horz 8=150(LC 4) Max Uplift 8=-27(LC 1), 7=-274(LC 4), 10=-173(LC 4) Max Grav 8=78(LC 4), 7=573(LC 1), 10=355(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-437/250, 3-4=-460/339 WEBS 2-7=-471/342, 2-6=-340/459, 3-6=-323/217, 4-6=-411/445, 4-10=-357/317 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Pr. Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; porch 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) 10 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 capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb) 7=274, 10=173. June 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B19901766 Truss T06 Truss Type Common Qty 6 Ply 1 OLD TOWN-FARMHOUSE A-VANHOUTTE/READ Job Reference (optional) I37392976 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 09:18:46 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Zh6pbuDs0Oz7ckW1QkkKMJz7Pbo-kCORFP0p3hdaRxsy0n7uhckcDMiPK1pFFxRb6Xz7Owt Scale = 1:46.0 1 2 3 4 5 6 7 10 9 8 4x6 5x12 3x4 3x4 3x4 3x8 3x8 3x4 9-3-4 9-3-4 18-6-8 9-3-4 -0-9-12 0-9-12 4-7-14 4-7-14 9-3-4 4-7-6 13-10-10 4-7-6 18-6-8 4-7-14 19-4-4 0-9-12 1-8-07-10-31-8-08.00 12 Plate Offsets (X,Y)-- [9:0-6-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.50 0.63 0.63 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.36 0.02 (loc) 9-10 9-10 8 l/defl >999 >613 n/a L/d 240 180 n/a PLATES MT20 Weight: 77 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* 2-10,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)10=788/0-3-8, 8=788/0-3-8 Max Horz 10=-193(LC 4) Max Uplift 10=-57(LC 6), 8=-57(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-649/120, 4-5=-649/120 BOT CHORD 9-10=-51/555, 8-9=0/555 WEBS 4-9=-44/416, 3-10=-666/27, 5-8=-666/27 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 8. June 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B19901766 Truss T07 Truss Type Common Qty 13 Ply 1 OLD TOWN-FARMHOUSE A-VANHOUTTE/READ Job Reference (optional) I37392977 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 09:18:46 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Zh6pbuDs0Oz7ckW1QkkKMJz7Pbo-kCORFP0p3hdaRxsy0n7uhckXuMcYKywFFxRb6Xz7Owt Scale = 1:67.0 1 2 3 4 5 6 7 8 13 12 11 10 9141516171819 3x4 4x8 3x4 3x8 3x4 4x6 3x6 4x6 3x4 3x8 4x8 3x8 8-11-8 8-11-8 18-0-2 9-0-10 28-5-12 10-5-10 5-9-0 5-9-0 13-5-12 7-8-12 21-2-8 7-8-12 28-5-12 7-3-4 29-3-8 0-9-12 2-8-311-8-01-8-08.00 12 Plate Offsets (X,Y)-- [2:0-2-5,0-2-1], [6:0-2-5,0-2-1] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.78 1.00 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.28 -0.72 0.06 (loc) 9-10 9-10 9 l/defl >999 >472 n/a L/d 240 180 n/a PLATES MT20 Weight: 131 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-12,6-10,2-13: 2x3 SPF No.2, 1-13,7-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. WEBS 1 Row at midpt 2-13, 6-9 REACTIONS.(lb/size)13=1402/Mechanical, 9=1450/0-3-8 Max Horz 13=-265(LC 4) Max Uplift 13=-42(LC 6), 9=-73(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1422/220, 4-6=-1541/229, 6-7=-379/156, 7-9=-402/157 BOT CHORD 12-13=-62/1072, 10-12=0/907, 9-10=0/1271 WEBS 4-12=-76/495, 4-10=-87/731, 6-10=-258/233, 2-13=-1507/93, 6-9=-1386/1 NOTES- 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 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) 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) 13, 9. June 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B19901766 Truss T07A Truss Type Common Qty 1 Ply 1 OLD TOWN-FARMHOUSE A-VANHOUTTE/READ Job Reference (optional) I37392978 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 09:18:47 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Zh6pbuDs0Oz7ckW1QkkKMJz7Pbo-COypTl0Sq?lR25R8aVf7EpHj0l_93PdOUbB8ezz7Ows Scale = 1:69.8 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 12 11 14 13 20 21 22 23 3x4 4x6 3x4 3x6 2x4 3x4 4x6 3x6 3x4 3x6 4x6 2x4 2x4 3x6 10x10 5x12 5x8 6x8 8-11-8 8-11-8 18-0-2 9-0-10 19-11-12 1-11-10 23-0-12 3-1-0 28-5-12 5-5-0 5-9-0 5-9-0 13-5-12 7-8-12 18-0-2 4-6-6 19-11-12 1-11-10 21-2-8 1-2-12 23-0-12 1-10-4 28-5-12 5-5-0 29-3-8 0-9-12 2-8-311-8-01-8-02-0-08.00 12 Plate Offsets (X,Y)-- [2:0-2-5,0-2-1], [9:0-3-0,0-1-8], [13:0-7-0,0-2-8], [14:0-4-8,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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.69 0.85 0.92 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.31 -0.55 0.20 (loc) 16-18 16-18 11 l/defl >999 >612 n/a L/d 240 180 n/a PLATES MT20 Weight: 155 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* 4-18,4-16,7-15,8-12: 2x4 SPF No.2 1-19,9-11,11-13,14-16: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-19, 5-16 REACTIONS.(lb/size)19=1354/Mechanical, 11=1318/0-3-8 Max Horz 19=-265(LC 4) Max Uplift 19=-43(LC 6), 11=-76(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1370/220, 4-5=-1390/273, 5-7=-1829/187, 7-8=-1918/149, 8-9=-2352/120, 9-11=-1285/133 BOT CHORD 18-19=-61/1035, 16-18=0/850, 13-14=0/1914 WEBS 4-18=-68/520, 4-16=-154/709, 2-19=-1460/93, 8-13=0/293, 8-14=-508/90, 9-13=0/1790, 5-16=-1354/110, 14-16=0/1581, 5-14=-7/1476 NOTES- 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 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) 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) 19, 11. June 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B19901766 Truss TG01 Truss Type Common Girder Qty 1 Ply 2 OLD TOWN-FARMHOUSE A-VANHOUTTE/READ Job Reference (optional) I37392979 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 09:18:48 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Zh6pbuDs0Oz7ckW1QkkKMJz7Pbo-hbWCg514bJtHgE?K7CAMm1pus9STovlYiFwiBPz7Owr Scale = 1:37.7 1 2 3 6 5 4 7 8 9 10 11 12 4x6 4x6 4x6 3x6 3x6 8x8 6-0-0 6-0-0 12-0-0 6-0-0 6-0-0 6-0-0 12-0-0 6-0-0 2-0-06-0-02-0-08.00 12 Plate Offsets (X,Y)-- [5:0-4-0,0-5-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 15.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-11-4 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.68 0.27 0.73 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.08 0.00 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 145 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=3459/0-3-8, 4=4008/0-3-8 Max Horz 6=88(LC 4) Max Uplift 6=-145(LC 5), 4=-166(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2852/158, 2-3=-2852/158, 1-6=-2290/121, 3-4=-2291/121 WEBS 2-5=-72/2676, 1-5=-89/2140, 3-5=-90/2142 NOTES- 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 0-3-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=145, 4=166. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1054 lb down and 47 lb up at 1-6-0, 1054 lb down and 47 lb up at 3-6-0, 1054 lb down and 47 lb up at 5-6-0, 1054 lb down and 47 lb up at 7-6-0, and 1054 lb down and 47 lb up at 9-6-0, and 1063 lb down and 44 lb up at 11-6-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-68, 2-3=-68, 4-6=-29 Concentrated Loads (lb) Vert: 7=-1054(B) 8=-1054(B) 9=-1054(B) 10=-1054(B) 11=-1054(B) 12=-1063(B) June 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B19901766 Truss TG02 Truss Type Common Girder Qty 1 Ply 3 OLD TOWN-FARMHOUSE A-VANHOUTTE/READ Job Reference (optional) I37392980 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 09:18:49 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Zh6pbuDs0Oz7ckW1QkkKMJz7Pbo-9n4auQ2iMc?8IOaXhwhcJEM3MZlfXLdhxvgFjsz7Owq Scale = 1:68.9 1 2 3 4 5 6 7 13 12 11 10 9 814151617181920212223242526 3x4 4x8 3x4 3x12 6x8 10x10 4x8 10x10 4x8 10x10 5x10 MT18HS 3x12 5x10 MT18HS 7-3-9 7-3-9 14-8-0 7-4-7 22-0-7 7-4-7 29-4-0 7-3-9 7-3-9 7-3-9 14-8-0 7-4-7 22-0-7 7-4-7 29-4-0 7-3-9 1-8-011-5-51-8-08.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [7:Edge,0-1-12], [9:0-3-8,0-5-0], [12:0-3-8,0-5-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 15.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.70 0.47 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.33 0.04 (loc) 9-10 9-10 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 578 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 6-9,2-12: 2x4 SPF-S Stud, 1-13,7-8: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)13=11302/0-3-8, 8=10870/0-3-8 Max Horz 13=-225(LC 11) Max Uplift 13=-435(LC 5), 8=-417(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-12980/529, 2-4=-9630/487, 4-6=-9630/487, 6-7=-12971/528, 1-13=-9096/386, 7-8=-9097/385 BOT CHORD 12-13=-265/1113, 10-12=-445/10684, 9-10=-362/10676, 8-9=-78/1074 WEBS 4-10=-411/10017, 6-10=-3643/281, 6-9=-94/3701, 2-10=-3653/282, 2-12=-95/3713, 1-12=-308/9725, 7-9=-309/9756 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 15.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=435, 8=417. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1372 lb down and 54 lb up at 1-4-0, 1372 lb down and 54 lb up at 3-4-0, 1372 lb down and 54 lb up at 5-4-0, 1354 lb down and 54 lb up at 7-4-0, 1340 lb down and 54 lb up at 9-4-0, 1324 lb down and 55 lb up at 11-4-0, 1372 lb down and 54 lb up at 13-4-0, 1372 lb down and 54 lb up at 15-4-0, 1372 lb down and 54 lb up at 17-4-0, 1353 lb down and 54 lb up at 19-4-0, 1340 lb down and 54 lb up at 21-4-0, 1372 lb down and 54 lb up at 23-4-0, and 1372 lb down and 54 lb up at 25-4-0, and 1372 lb down and 54 lb up at 27-4-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 June 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B19901766 Truss TG02 Truss Type Common Girder Qty 1 Ply 3 OLD TOWN-FARMHOUSE A-VANHOUTTE/READ Job Reference (optional) I37392980 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 09:18:49 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Zh6pbuDs0Oz7ckW1QkkKMJz7Pbo-9n4auQ2iMc?8IOaXhwhcJEM3MZlfXLdhxvgFjsz7Owq LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-70, 4-7=-70, 12-13=-30, 12-18=-70, 18-22=-30, 9-22=-70, 8-9=-30 Concentrated Loads (lb) Vert: 11=-1372(B) 12=-1354(B) 14=-1372(B) 15=-1372(B) 16=-1372(B) 17=-1340(B) 19=-1324(B) 20=-1372(B) 21=-1372(B) 22=-1353(B) 23=-1340(B) 24=-1372(B) 25=-1372(B) 26=-1372(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B19901766 Truss V01 Truss Type Valley Qty 1 Ply 1 OLD TOWN-FARMHOUSE A-VANHOUTTE/READ Job Reference (optional) I37392981 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 09:18:50 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Zh6pbuDs0Oz7ckW1QkkKMJz7Pbo-dzdy5m3K7w7?vY9jFdCrsSvNVzBeG_8rAZPoFIz7Owp Scale = 1:17.7 1 2 3 4 3x4 4x6 3x4 2x4 0-0-6 0-0-6 7-8-15 7-8-9 3-10-7 3-10-7 7-8-15 3-10-7 0-0-42-7-00-0-48.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.10 0.10 0.03 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: 20 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.(lb/size)1=138/7-8-3, 3=138/7-8-3, 4=266/7-8-3 Max Horz 1=-53(LC 4) Max Uplift 1=-16(LC 6), 3=-20(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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. June 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B19901766 Truss V02 Truss Type Valley Qty 1 Ply 1 OLD TOWN-FARMHOUSE A-VANHOUTTE/READ Job Reference (optional) I37392982 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 09:18:50 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Zh6pbuDs0Oz7ckW1QkkKMJz7Pbo-dzdy5m3K7w7?vY9jFdCrsSvOYzBnG_grAZPoFIz7Owp Scale = 1:9.0 1 2 3 2x4 3x4 2x4 0-0-6 0-0-6 3-8-15 3-8-9 1-10-7 1-10-7 3-8-15 1-10-7 0-0-41-3-00-0-48.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.03 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=111/3-8-3, 3=111/3-8-3 Max Horz 1=-22(LC 4) Max Uplift 1=-5(LC 6), 3=-5(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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. June 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B19901766 Truss V03 Truss Type Valley Qty 1 Ply 1 OLD TOWN-FARMHOUSE A-VANHOUTTE/READ Job Reference (optional) I37392983 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 09:18:51 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Zh6pbuDs0Oz7ckW1QkkKMJz7Pbo-5ABKI63yuEFsXikvpKj4OfRVtMVF?Rw_PD9Mokz7Owo Scale = 1:20.4 1 2 3 2x4 2x4 3x8 4-5-0 4-5-0 0-6-113-6-18.00 12 Plate Offsets (X,Y)-- [1:0-0-8,0-0-12], [1:0-1-0,0-4-0], [1:0-3-8,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 IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.31 0.20 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 WEDGE Left: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=173/4-5-0, 1=173/4-5-0 Max Horz 1=96(LC 6) Max Uplift 3=-49(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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 ;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) 3. June 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B19901766 Truss V04 Truss Type Valley Qty 1 Ply 1 OLD TOWN-FARMHOUSE A-VANHOUTTE/READ Job Reference (optional) I37392984 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 09:18:51 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Zh6pbuDs0Oz7ckW1QkkKMJz7Pbo-5ABKI63yuEFsXikvpKj4OfRWDMW6?Rw_PD9Mokz7Owo Scale = 1:17.1 1 2 3 2x4 2x4 2x4 4-3-1 4-3-1 0-0-42-10-18.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.23 0.15 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=147/4-2-11, 3=147/4-2-11 Max Horz 1=76(LC 6) Max Uplift 3=-38(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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 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) 3. June 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B19901766 Truss V05 Truss Type Valley Qty 1 Ply 1 OLD TOWN-FARMHOUSE A-VANHOUTTE/READ Job Reference (optional) I37392985 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 09:18:52 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Zh6pbuDs0Oz7ckW1QkkKMJz7Pbo-ZMliWS4afXNj9sJ5M2EJxt_jfmtQkuA7dsuvKBz7Own Scale = 1:13.7 1 2 3 2x4 2x4 2x4 3-3-1 3-3-1 0-0-42-2-18.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.12 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 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 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=107/3-2-11, 3=107/3-2-11 Max Horz 1=55(LC 6) Max Uplift 3=-27(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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 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) 3. June 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B19901766 Truss V06 Truss Type Valley Qty 1 Ply 1 OLD TOWN-FARMHOUSE A-VANHOUTTE/READ Job Reference (optional) I37392986 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 09:18:52 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Zh6pbuDs0Oz7ckW1QkkKMJz7Pbo-ZMliWS4afXNj9sJ5M2EJxt_komu9kuA7dsuvKBz7Own Scale = 1:10.4 1 2 3 2x4 2x4 2x4 2-3-1 2-3-1 0-0-41-6-18.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.05 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 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 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=67/2-2-11, 3=67/2-2-11 Max Horz 1=34(LC 6) Max Uplift 3=-17(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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 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) 3. June 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B19901766 Truss V07 Truss Type GABLE Qty 1 Ply 1 OLD TOWN-FARMHOUSE A-VANHOUTTE/READ Job Reference (optional) I37392987 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 09:18:53 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Zh6pbuDs0Oz7ckW1QkkKMJz7Pbo-1YJ4jo5DQrVam0uIwllYT4WtuACFTI7HsWeSsdz7Owm Scale = 1:50.0 1 2 3 4 5 6 7 13 12 11 10 9 83x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 22-7-15 22-7-15 11-3-15 11-3-15 22-7-15 11-3-15 0-0-47-6-100-0-48.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.15 0.17 0.21 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: 71 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 22-7-15. (lb) - Max Horz 1=-168(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 12, 13, 9, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=425(LC 1), 12=422(LC 10), 13=289(LC 1), 9=422(LC 11), 8=289(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-12=-264/142, 5-9=-264/141 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 12, 13, 9, 8. June 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B19901766 Truss V08 Truss Type GABLE Qty 1 Ply 1 OLD TOWN-FARMHOUSE A-VANHOUTTE/READ Job Reference (optional) I37392988 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 09:18:54 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Zh6pbuDs0Oz7ckW1QkkKMJz7Pbo-VktTx86rB9dRO9TUUTHn0I30AaX?CnlQ5AN0O3z7Owl Scale = 1:39.5 1 2 3 4 5 9 8 7 610113x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 18-7-15 18-7-15 9-3-15 9-3-15 18-7-15 9-3-15 0-0-46-2-100-0-48.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.31 0.20 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 55 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 18-7-15. (lb) - Max Horz 1=-137(LC 4) Max Uplift All uplift 100 lb or less at joint(s) except 9=-114(LC 6), 6=-114(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=379(LC 1), 9=473(LC 10), 6=473(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-318/168, 4-6=-318/167 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 114 lb uplift at joint 9 and 114 lb uplift at joint 6. June 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B19901766 Truss V09 Truss Type GABLE Qty 1 Ply 1 OLD TOWN-FARMHOUSE A-VANHOUTTE/READ Job Reference (optional) I37392989 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 09:18:54 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Zh6pbuDs0Oz7ckW1QkkKMJz7Pbo-VktTx86rB9dRO9TUUTHn0I311aZhCnIQ5AN0O3z7Owl Scale = 1:30.9 1 2 3 4 5 8 7 63x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 14-7-15 14-7-15 7-3-15 7-3-15 14-7-15 7-3-15 0-0-44-10-100-0-48.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.19 0.09 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 42 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 14-7-15. (lb) - Max Horz 1=106(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=250(LC 1), 8=325(LC 10), 6=325(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 8, 6. June 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B19901766 Truss V10 Truss Type GABLE Qty 1 Ply 1 OLD TOWN-FARMHOUSE A-VANHOUTTE/READ Job Reference (optional) I37392990 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 09:18:55 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Zh6pbuDs0Oz7ckW1QkkKMJz7Pbo-zxRr8U7TxSmI0J2g2Ao0ZVcCb_sJxDraJq7ZxVz7Owk Scale = 1:23.0 1 2 3 43x6 4x6 3x6 2x4 10-7-15 10-7-15 5-3-15 5-3-15 10-7-15 5-3-15 0-0-43-6-100-0-48.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.20 0.19 0.07 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: 28 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.(lb/size)1=198/10-7-15, 3=198/10-7-15, 4=380/10-7-15 Max Horz 1=75(LC 5) Max Uplift 1=-23(LC 6), 3=-29(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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. June 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B19901766 Truss V11 Truss Type Valley Qty 1 Ply 1 OLD TOWN-FARMHOUSE A-VANHOUTTE/READ Job Reference (optional) I37392991 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 09:18:55 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Zh6pbuDs0Oz7ckW1QkkKMJz7Pbo-zxRr8U7TxSmI0J2g2Ao0ZVcEh_uExEVaJq7ZxVz7Owk Scale = 1:15.8 1 2 3 4 2x4 4x6 2x4 2x4 6-7-9 6-7-9 6-7-15 0-0-6 3-3-15 3-3-15 6-7-15 3-3-15 0-0-42-2-100-0-48.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.07 0.07 0.03 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: 17 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.(lb/size)1=116/6-7-3, 3=116/6-7-3, 4=223/6-7-3 Max Horz 1=-44(LC 4) Max Uplift 1=-13(LC 6), 3=-17(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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. June 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B19901766 Truss V12 Truss Type GABLE Qty 1 Ply 1 OLD TOWN-FARMHOUSE A-VANHOUTTE/READ Job Reference (optional) I37392992 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 09:18:56 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Zh6pbuDs0Oz7ckW1QkkKMJz7Pbo-S7?DMq75imu9dTdtbuJF5j8O3ND_gfejYUs7Tyz7Owj Scale = 1:42.5 1 2 3 4 5 6 7 13 12 11 10 9 83x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 20-0-15 20-0-15 10-0-7 10-0-7 20-0-15 10-0-7 0-0-46-8-50-0-48.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.16 0.17 0.16 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: 61 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 20-0-15. (lb) - Max Horz 1=-148(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 12, 13, 9, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7, 13, 8 except 10=422(LC 1), 12=429(LC 10), 9=429(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-12=-268/144, 5-9=-268/143 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 12, 13, 9, 8. June 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B19901766 Truss V13 Truss Type GABLE Qty 1 Ply 1 OLD TOWN-FARMHOUSE A-VANHOUTTE/READ Job Reference (optional) I37392993 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 09:18:57 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Zh6pbuDs0Oz7ckW1QkkKMJz7Pbo-wJZbZA8jT400FdB39bqUewhZpnaNP7qtn8cg?Oz7Owi Scale = 1:34.2 1 2 3 4 5 9 8 7 63x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 16-0-15 16-0-15 8-0-7 8-0-7 16-0-15 8-0-7 0-0-45-4-50-0-48.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.16 0.09 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 46 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 16-0-15. (lb) - Max Horz 1=-117(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 9, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 9=358(LC 10), 6=358(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-269/142, 4-6=-269/142 NOTES- 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) 9, 6. June 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B19901766 Truss V14 Truss Type GABLE Qty 1 Ply 1 OLD TOWN-FARMHOUSE A-VANHOUTTE/READ Job Reference (optional) I37392994 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 09:18:57 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Zh6pbuDs0Oz7ckW1QkkKMJz7Pbo-wJZbZA8jT400FdB39bqUewhZRnaIP8Ttn8cg?Oz7Owi Scale = 1:25.8 1 2 3 4 5 8 7 63x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 12-0-15 12-0-15 6-0-7 6-0-7 12-0-15 6-0-7 0-0-44-0-50-0-48.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.18 0.10 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 33 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 12-0-15. (lb) - Max Horz 1=86(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=256(LC 1), 8=295(LC 10), 6=295(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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, 8, 6. June 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B19901766 Truss V15 Truss Type Valley Qty 1 Ply 1 OLD TOWN-FARMHOUSE A-VANHOUTTE/READ Job Reference (optional) I37392995 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 09:18:58 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Zh6pbuDs0Oz7ckW1QkkKMJz7Pbo-OW6zmV9LEN8ttnmFjJLjA8ElJBwN8b500oLDXqz7Owh Scale = 1:18.4 1 2 3 4 3x4 4x6 3x4 2x4 0-0-6 0-0-6 8-0-15 8-0-9 4-0-7 4-0-7 8-0-15 4-0-7 0-0-42-8-50-0-48.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.11 0.11 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 21 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.(lb/size)1=145/8-0-3, 3=145/8-0-3, 4=279/8-0-3 Max Horz 1=-55(LC 4) Max Uplift 1=-17(LC 6), 3=-21(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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. June 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available 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 B19901766 Truss V16 Truss Type Valley Qty 1 Ply 1 OLD TOWN-FARMHOUSE A-VANHOUTTE/READ Job Reference (optional) I37392996 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Jun 11 09:18:58 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Zh6pbuDs0Oz7ckW1QkkKMJz7Pbo-OW6zmV9LEN8ttnmFjJLjA8EmNBwJ8bf00oLDXqz7Owh Scale = 1:9.5 1 2 3 2x4 3x4 2x4 0-0-6 0-0-6 4-0-15 4-0-9 2-0-7 2-0-7 4-0-15 2-0-7 0-0-41-4-50-0-48.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.04 0.11 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 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=125/4-0-3, 3=125/4-0-3 Max Horz 1=-24(LC 4) Max Uplift 1=-5(LC 6), 3=-5(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 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. June 11,2019 PRODUCT CODE APPROVALSLATERAL 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.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. 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 Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015edge 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 87654321BOTTOM CHORDSTOP CHORDSBEARING4 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 SystemGeneral 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.6-4-8WEBSTrusses 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.dimensions shown in ft-in-sixteenths