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HomeMy WebLinkAboutTruss engineering I37194968.b1990164116023 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). May 23,2019 Liu, Xuegang Pages or sheets covered by this seal: I37194968 thru I37195059 My license renewal date for the state of Indiana is July 31, 2020. b19901641 21 HAMLET 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 b19901641 Truss CG01 Truss Type Diagonal Hip Girder Qty 4 Ply 1 21 HAMLET Job Reference (optional) I37194968 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:06 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-kDrZYlvM1_Twy4?EQyVzRLGJQfktd1VrfE1N9FzDbc3 Scale = 1:11.4 1 2 3 4 5 6 2x4 3x4 3x4 2x4 4-6-6 4-6-6 -1-2-14 1-2-14 4-6-6 4-6-6 0-8-01-8-131-5-50-3-81-8-132.83 12 Plate Offsets (X,Y)-- [2:0-0-11,0-1-2] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.21 0.10 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.00 0.00 (loc) 2-4 2-4 4 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 20 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=419/0-4-9, 4=227/0-1-8 Max Horz 2=41(LC 4) Max Uplift 2=-64(LC 3), 4=-10(LC 5) 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; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) at 1-9-8, and at 1-9-8 on top chord, and at 1-9-8, and at 1-9-8 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: 1-3=-100, 2-4=-20 May 23,2019 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 b19901641 Truss CG02 Truss Type Diagonal Hip Girder Qty 3 Ply 1 21 HAMLET Job Reference (optional) I37194969 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:06 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-kDrZYlvM1_Twy4?EQyVzRLGBHfiZd1orfE1N9FzDbc3 Scale = 1:25.9 1 2 3 5 4 6 7 8 9 3x4 8x8 3x6 4x6 8-4-5 8-4-5 -1-8-8 1-8-8 8-4-5 8-4-5 2-2-44-1-143-10-60-3-84-1-142.83 12 Plate Offsets (X,Y)-- [2:0-2-10,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.73 0.25 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.13 0.00 0.07 (loc) 4-5 4-5 4 4-5 l/defl >999 >722 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 48 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-4 REACTIONS.(lb/size)5=714/0-4-9, 4=512/0-1-8 Max Horz 5=105(LC 5) Max Uplift 5=-172(LC 3), 4=-137(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-625/123, 3-4=-390/80 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; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=172, 4=137. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 41 lb down at 2-9-8, 41 lb down at 2-9-8, and 26 lb down and 32 lb up at 5-7-7, and 26 lb down and 32 lb up at 5-7-7 on top chord, and 57 lb up at 2-9-8, 57 lb up at 2-9-8, and 20 lb down and 31 lb up at 5-7-7, and 20 lb down and 31 lb up at 5-7-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-100, 2-3=-100, 4-5=-20 Concentrated Loads (lb) Vert: 7=-52(F=-26, B=-26) 9=-20(F=-10, B=-10) May 23,2019 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 b19901641 Truss GE01 Truss Type GABLE Qty 1 Ply 1 21 HAMLET Job Reference (optional) I37194970 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:07 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-CPPxm5w_oHbnaEZQ_g0CzZoW935OMUr?uunxihzDbc2 Scale = 1:15.8 1 2 3 4 5 6 7 14 13 12 11 10 9 8 2x4 3x4 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 8-5-0 8-5-0 8-5-0 8-5-0 1-1-9LOADING (psf) TCLL TCDL BCLL BCDL 80.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.08 0.02 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-7, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 8-5-0. (lb) - Max Horz 14=-16(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 14, 8, 13, 12, 11, 10, 9 Max Grav All reactions 250 lb or less at joint(s) 14, 8, 13, 12, 11, 10 except 9=251(LC 1) 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 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, 8, 13, 12, 11, 10, 9. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 23,2019 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 b19901641 Truss GE03 Truss Type Monopitch Supported Gable Qty 1 Ply 1 21 HAMLET Job Reference (optional) I37194971 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:08 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-gbzKzQxdZbjeBN8cYNXRWmLiXTRi5x987XWUE7zDbc1 Scale = 1:37.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 2x4 2x4 2x4 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 22-7-0 22-7-0 22-7-0 22-7-0 2-0-72-6-10.25 12 Plate Offsets (X,Y)-- [13:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 80.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.04 0.01 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 19 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 83 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 22-7-0. (lb) - Max Horz 37=24(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 37, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 31, 32, 33, 34, 35, 36 Max Grav All reactions 250 lb or less at joint(s) 37, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 31, 32, 33, 34, 35, 36 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; end vertical right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 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) 37, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 31, 32, 33, 34, 35, 36. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 23,2019 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 b19901641 Truss GE04 Truss Type GABLE Qty 1 Ply 1 21 HAMLET Job Reference (optional) I37194972 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:09 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-8oXiBmxFKvrVpXjp643g2_utGtnzqOUIMBG1mZzDbc0 Scale = 1:28.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 2x4 2x4 3x6 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 3x6 2x4 17-0-8 17-0-8 17-0-8 17-0-8 1-1-9Plate Offsets (X,Y)-- [10:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 80.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.04 0.01 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 15 l/defl n/a n/a n/a L/d 999 999 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 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-14, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 17-0-8. (lb) - Max Horz 29=-16(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 29, 15, 28, 27, 26, 24, 23, 22, 21, 20, 19, 18, 17, 16 Max Grav All reactions 250 lb or less at joint(s) 29, 15, 28, 27, 26, 24, 23, 22, 21, 20, 19, 18, 17, 16 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 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) 29, 15, 28, 27, 26, 24, 23, 22, 21, 20, 19, 18, 17, 16. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 23,2019 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 b19901641 Truss GE05 Truss Type GABLE Qty 1 Ply 1 21 HAMLET Job Reference (optional) I37194973 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:10 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-d_54O6yt5CzMRhI?foavbBQ21H7CZrhRar?bI0zDbc? Scale = 1:35.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 3x6 2x4 3x6 21-5-0 21-5-0 21-5-0 21-5-0 1-7-12-0-70.25 12 Plate Offsets (X,Y)-- [13:0-3-0,0-3-0], [28:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 80.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.04 0.01 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 18 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 71 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 21-5-0. (lb) - Max Horz 34=34(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 34, 18, 33, 32, 31, 30, 29, 28, 27, 26, 25, 24, 23, 22, 21, 20, 19 Max Grav All reactions 250 lb or less at joint(s) 34, 18, 33, 32, 31, 30, 29, 28, 27, 26, 25, 24, 23, 22, 21, 20, 19 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 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) 34, 18, 33, 32, 31, 30, 29, 28, 27, 26, 25, 24, 23, 22, 21, 20, 19. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 23,2019 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 b19901641 Truss GE06 Truss Type Flat Supported Gable Qty 1 Ply 1 21 HAMLET Job Reference (optional) I37194974 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:11 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-5AfSbSzVsW5D2rtBDV588PzDngTQIIyapVl8rSzDbc_ Scale = 1:10.01234 8 7 6 5 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3-8-0 3-8-0 3-8-0 3-8-0 1-5-7LOADING (psf) TCLL TCDL BCLL BCDL 80.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.04 0.01 0.05 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: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins: 1-4, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 3-8-0. (lb) - Max Horz 8=-22(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 8, 5, 7, 6 Max Grav All reactions 250 lb or less at joint(s) 8, 5, 7, 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 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) 8, 5, 7, 6. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 23,2019 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 b19901641 Truss GE08 Truss Type Monopitch Supported Gable Qty 1 Ply 1 21 HAMLET Job Reference (optional) I37194975 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:12 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-ZNDqpo_7dqD4g?SNnDcNgcWOJ4pg1lNk29UhMuzDbbz Scale = 1:15.6123 6 5 4 2x4 2x4 2x4 3x4 2x4 3x4 2-0-0 2-0-0 2-5-92-6-10.25 12 LOADING (psf) TCLL TCDL BCLL BCDL 80.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.05 0.01 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=22/2-0-0, 4=83/2-0-0, 5=157/2-0-0 Max Horz 6=43(LC 5) Max Uplift 6=-3(LC 4), 4=-37(LC 5), 5=-39(LC 4) 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 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) 6, 4, 5. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 23,2019 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 b19901641 Truss GE09 Truss Type Monopitch Supported Gable Qty 1 Ply 1 21 HAMLET Job Reference (optional) I37194976 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:12 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-ZNDqpo_7dqD4g?SNnDcNgcWOX4pd1l9k29UhMuzDbbz Scale = 1:16.9 1 2 3 4 5 6 7 14 13 12 11 10 9 8 2x4 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 7-5-8 7-5-8 2-3-112-5-90.25 12 LOADING (psf) TCLL TCDL BCLL BCDL 80.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.04 0.01 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 7-5-8. (lb) - Max Horz 14=42(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 14, 8, 9, 10, 11, 12, 13 Max Grav All reactions 250 lb or less at joint(s) 14, 8, 9, 10, 11, 12, 13 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 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, 8, 9, 10, 11, 12, 13. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 23,2019 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 b19901641 Truss GE10 Truss Type Monopitch Supported Gable Qty 1 Ply 1 21 HAMLET Job Reference (optional) I37194977 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:13 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-1ZmD08_lO7LxI91aLw7cDq2ZGU8vmCQtGpEFuLzDbby Scale = 1:15.5 1 2 3 4 5 6 7 14 13 12 11 10 9 8 2x4 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 7-5-8 7-5-8 2-0-72-2-40.25 12 LOADING (psf) TCLL TCDL BCLL BCDL 80.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.04 0.01 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 7-5-8. (lb) - Max Horz 14=37(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 14, 8, 9, 10, 11, 12, 13 Max Grav All reactions 250 lb or less at joint(s) 14, 8, 9, 10, 11, 12, 13 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 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, 8, 9, 10, 11, 12, 13. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 23,2019 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 b19901641 Truss J01 Truss Type Jack-Open Qty 4 Ply 1 21 HAMLET Job Reference (optional) I37194978 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:14 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-VlKbEU?N9RTovIcmueerl1bkuuUzVfU1VTzoQnzDbbx Scale = 1:8.4 1 2 3 4 3x4 1-3-15 1-3-15 -0-10-8 0-10-8 1-3-15 1-3-15 0-8-01-1-50-7-01-1-54.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.05 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 2 2 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-3-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=33/Mechanical, 2=199/0-3-8, 4=13/Mechanical Max Horz 2=23(LC 4) Max Uplift 3=-9(LC 7), 2=-36(LC 4) Max Grav 3=33(LC 1), 2=199(LC 1), 4=26(LC 2) 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 23,2019 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 b19901641 Truss J02 Truss Type Jack-Open Qty 4 Ply 1 21 HAMLET Job Reference (optional) I37194979 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:14 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-VlKbEU?N9RTovIcmueerl1bkuuUzVfU1VTzoQnzDbbx Scale = 1:8.4 1 2 3 4 3x4 1-3-15 1-3-15 -0-10-8 0-10-8 1-3-15 1-3-15 0-8-01-1-50-7-01-1-54.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.05 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 2 2 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-3-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=33/Mechanical, 2=199/0-3-8, 4=13/Mechanical Max Horz 2=23(LC 4) Max Uplift 3=-9(LC 7), 2=-36(LC 4) Max Grav 3=33(LC 1), 2=199(LC 1), 4=26(LC 2) 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 23,2019 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 b19901641 Truss J03 Truss Type Jack-Open Qty 3 Ply 1 21 HAMLET Job Reference (optional) I37194980 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:15 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-zyuzRq00wlbeXSBySL94IF8sXIqfE6tAk7jMzDzDbbw Scale = 1:17.5 1 2 6 5 3 4 2x4 3x4 2x4 1-6-0 1-6-0 2-0-7 0-6-7 -1-2-8 1-2-8 2-0-7 2-0-7 2-2-42-10-62-6-32-10-64.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.25 0.05 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 6 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=295/0-3-8, 3=41/Mechanical, 4=18/Mechanical Max Horz 6=68(LC 6) Max Uplift 6=-36(LC 4), 3=-7(LC 7), 4=-46(LC 6) Max Grav 6=295(LC 1), 3=41(LC 1), 4=37(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-277/40 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 23,2019 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 b19901641 Truss J04 Truss Type Jack-Open Qty 3 Ply 1 21 HAMLET Job Reference (optional) I37194981 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:15 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-zyuzRq00wlbeXSBySL94IF8qjIn6E5ZAk7jMzDzDbbw Scale = 1:20.6 1 2 6 5 3 4 2x4 3x4 2x4 1-6-0 1-6-0 4-0-7 2-6-7 -1-2-8 1-2-8 4-0-7 4-0-7 2-2-43-6-63-2-33-6-64.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.36 0.22 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 0.04 0.03 (loc) 5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=389/0-3-8, 3=167/Mechanical, 4=38/Mechanical Max Horz 6=89(LC 6) Max Uplift 6=-34(LC 4), 3=-34(LC 4), 4=-14(LC 6) Max Grav 6=389(LC 1), 3=167(LC 1), 4=77(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-351/18 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 23,2019 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 b19901641 Truss J05 Truss Type Jack-Open Qty 3 Ply 1 21 HAMLET Job Reference (optional) I37194982 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:16 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-R8SLfA1eh2jV9cl902hJrSg?Sh7LzYpKznSvVfzDbbv Scale = 1:20.6 1 2 6 5 3 4 2x4 3x4 2x4 1-6-0 1-6-0 4-0-7 2-6-7 -1-2-8 1-2-8 4-0-7 4-0-7 2-2-43-6-60-4-33-2-33-6-64.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.36 0.22 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 0.04 0.03 (loc) 5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=389/0-3-8, 3=167/Mechanical, 4=38/Mechanical Max Horz 6=89(LC 6) Max Uplift 6=-34(LC 4), 3=-34(LC 4), 4=-14(LC 6) Max Grav 6=389(LC 1), 3=167(LC 1), 4=77(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-351/18 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 23,2019 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 b19901641 Truss J06 Truss Type Jack-Open Qty 3 Ply 1 21 HAMLET Job Reference (optional) I37194983 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:16 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-R8SLfA1eh2jV9cl902hJrSg1GhAuzZ7KznSvVfzDbbv Scale = 1:17.5 1 2 6 5 3 4 2x4 3x4 2x4 1-6-0 1-6-0 2-0-7 0-6-7 -1-2-8 1-2-8 2-0-7 2-0-7 2-2-42-10-62-6-32-10-64.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.25 0.05 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 6 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=295/0-3-8, 3=41/Mechanical, 4=18/Mechanical Max Horz 6=68(LC 6) Max Uplift 6=-36(LC 4), 3=-7(LC 7), 4=-46(LC 6) Max Grav 6=295(LC 1), 3=41(LC 1), 4=37(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-277/40 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 23,2019 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 b19901641 Truss M01 Truss Type Monopitch Qty 10 Ply 1 21 HAMLET Job Reference (optional) I37194984 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:17 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-vK0jsV2GSMsMmmKLamCYNgD355Toi?CTBRCS16zDbbu Scale = 1:26.0 1 2 3 5 4 3x4 3x4 8x8 5x6 6-0-0 6-0-0 -1-2-8 1-2-8 6-0-0 6-0-0 2-2-44-2-43-10-120-3-84-2-44.00 12 Plate Offsets (X,Y)-- [2:0-2-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.82 0.20 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.10 -0.00 -0.00 (loc) 4-5 4-5 4 4-5 l/defl >999 >686 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 26 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=494/0-3-8, 4=326/0-1-8 Max Horz 5=108(LC 6) Max Uplift 5=-35(LC 4), 4=-55(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-435/100 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; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 23,2019 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 b19901641 Truss M02 Truss Type MONOPITCH Qty 8 Ply 1 21 HAMLET Job Reference (optional) I37194985 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:17 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-vK0jsV2GSMsMmmKLamCYNgD7O5QKinmTBRCS16zDbbu Scale = 1:37.7 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 3x4 4x10 3x6 3x4 3x8 MT18HS4x10 4x8 4x8 3x6 3x12 2x4 3x6 4x8 4x8 5x8 4x10 3-11-8 3-11-8 7-7-8 3-8-0 11-3-8 3-8-0 14-11-8 3-8-0 18-7-8 3-8-0 22-7-0 3-11-8 3-11-8 3-11-8 7-7-8 3-8-0 11-3-8 3-8-0 14-11-8 3-8-0 18-7-8 3-8-0 22-7-0 3-11-8 2-0-72-6-10.25 12 Plate Offsets (X,Y)-- [2:0-3-8,0-2-0], [7:0-3-7,0-2-0], [8:0-3-7,0-2-0], [10:0-3-8,0-2-8], [11:0-3-8,0-2-0], [13:0-3-8,0-2-0], [15:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 80.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.54 0.43 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.29 -0.47 0.07 0.06 (loc) 12 12 9 12 l/defl >933 >564 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 102 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E BOT CHORD 2x4 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 1-15,8-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)16=1709/0-5-8, 9=1709/0-5-8 Max Horz 16=24(LC 5) Max Uplift 16=-51(LC 4), 9=-51(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-1665/70, 1-2=-3034/104, 2-3=-4509/156, 3-4=-4859/170, 4-5=-4859/172, 5-7=-4179/153, 7-8=-2615/104, 8-9=-1671/69 BOT CHORD 13-15=-78/3028, 12-13=-124/4503, 11-12=-116/4173, 10-11=-66/2608 WEBS 1-15=-110/3251, 2-15=-1321/80, 2-13=-57/1647, 3-13=-685/53, 3-12=-14/394, 4-12=-518/48, 5-12=-24/778, 5-11=-861/58, 7-11=-59/1810, 7-10=-1444/81, 8-10=-97/2962 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; end vertical right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 9. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 23,2019 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 b19901641 Truss M03 Truss Type MONOPITCH Qty 15 Ply 1 21 HAMLET Job Reference (optional) I37194986 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:18 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-OWa64r2uDg_DOwvX7TjnwtmHdVhIRH4cQ5x0ZYzDbbt Scale = 1:34.3 1 2 3 4 5 6 7 14 13 12 11 10 9 8 3x4 4x10 3x6 3x4 3x8 MT18HS5x8 3x8 3x8 3x6 2x4 5x12 4x8 4x10 4x10 4-3-8 4-3-8 8-3-8 4-0-0 12-3-8 4-0-0 16-3-8 4-0-0 20-7-0 4-3-8 4-3-8 4-3-8 8-3-8 4-0-0 12-3-8 4-0-0 16-3-8 4-0-0 20-7-0 4-3-8 2-0-72-5-90.25 12 Plate Offsets (X,Y)-- [2:0-3-8,0-1-8], [6:0-3-7,0-2-0], [7:0-3-7,0-2-0], [9:0-3-8,0-2-0], [11:0-3-8,0-1-8], [13:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 80.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.58 0.76 0.79 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.27 -0.45 0.06 0.05 (loc) 10-11 10-11 8 10-11 l/defl >906 >544 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 78 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 8-12: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 1-13,7-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)14=1556/0-5-8, 8=1556/0-5-8 Max Horz 14=23(LC 5) Max Uplift 14=-47(LC 4), 8=-46(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-1514/66, 1-2=-2899/100, 2-3=-4029/141, 3-4=-3852/139, 4-6=-3851/140, 6-7=-2565/102, 7-8=-1517/65 BOT CHORD 11-13=-73/2893, 10-11=-109/4022, 9-10=-65/2558 WEBS 1-13=-104/3054, 2-13=-1144/77, 2-11=-43/1242, 3-11=-463/49, 4-10=-541/51, 6-10=-46/1451, 6-9=-1260/78, 7-9=-92/2824 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; end vertical right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 8. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 23,2019 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 b19901641 Truss M05 Truss Type Monopitch Qty 4 Ply 1 21 HAMLET Job Reference (optional) I37194987 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:19 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-sj8UHB3W_z6404UkhBE0S5IQmv46AkJmflhZ6_zDbbs Scale = 1:36.5 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 3x6 4x10 4x6 3x4 5x10 MT18HS3x12 4x8 3x12 3x8 3x8 3x6 3x8 2x4 3x6 3x8 4x6 3x12 4x8 4x10 4x10 2-11-7 2-11-7 5-7-6 2-7-15 8-3-5 2-7-15 10-11-4 2-7-15 13-7-3 2-7-15 16-3-2 2-7-15 18-11-1 2-7-15 21-10-8 2-11-7 2-11-7 2-11-7 5-7-6 2-7-15 8-3-5 2-7-15 10-11-4 2-7-15 13-7-3 2-7-15 16-3-2 2-7-15 18-11-1 2-7-15 21-10-8 2-11-7 1-7-12-0-80.25 12 Plate Offsets (X,Y)-- [2:0-3-8,0-2-0], [3:0-3-8,0-1-8], [9:0-3-7,0-2-0], [10:0-3-7,0-2-0], [12:0-3-8,0-2-0], [13:0-3-8,0-1-8], [14:0-3-8,0-1-8], [16:0-3-8,0-1-8], [17:0-4-6,0-2-8], [18:0-3-8,0-1-8], [19:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 80.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.68 0.47 0.79 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.30 -0.50 0.06 0.06 (loc) 15 15-16 11 15 l/defl >858 >518 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 132 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 1-19,2-18,8-14,9-13,10-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)20=1655/Mechanical, 11=1655/0-5-8 Max Horz 20=19(LC 5) Max Uplift 20=-49(LC 4), 11=-49(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-1540/61, 1-2=-3183/107, 2-3=-5224/177, 3-4=-6171/210, 4-5=-6318/215, 5-6=-6317/216, 6-8=-5769/201, 8-9=-4474/160, 9-10=-2582/99, 10-11=-1579/62 BOT CHORD 18-19=-88/3177, 16-18=-156/5219, 15-16=-189/6166, 14-15=-176/5765, 13-14=-133/4470, 12-13=-71/2578 WEBS 1-19=-108/3239, 2-19=-1279/69, 2-18=-75/2238, 3-18=-850/50, 3-16=-35/1046, 4-16=-431/37, 5-15=-350/33, 6-15=-19/621, 6-14=-667/44, 8-14=-49/1478, 8-13=-1048/56, 9-13=-72/2180, 9-12=-1422/72, 10-12=-95/2873 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; end vertical right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 11. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 23,2019 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 b19901641 Truss M07 Truss Type MONOPITCH Qty 10 Ply 1 21 HAMLET Job Reference (optional) I37194988 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:20 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-KvisUX48kHExdD3wFulF?IrjLJVLvNzvtPQ7eRzDbbr Scale = 1:11.6 1 2 3 4 5 2x4 3x6 3x4 2x4 3-3-8 3-3-8 -0-10-8 0-10-8 3-3-8 3-3-8 0-8-01-9-31-5-110-3-81-9-34.00 12 Plate Offsets (X,Y)-- [2:0-3-5,0-0-5] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-MP 0.18 0.15 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.01 0.00 (loc) 5-8 5-8 2 5-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=288/0-3-8, 5=177/0-1-8 Max Horz 2=45(LC 4) Max Uplift 2=-32(LC 4), 5=-17(LC 4) 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; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 23,2019 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 b19901641 Truss M08 Truss Type MONOPITCH Qty 4 Ply 1 21 HAMLET Job Reference (optional) I37194989 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:20 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-KvisUX48kHExdD3wFulF?IriaJUZvNzvtPQ7eRzDbbr Scale = 1:11.6 1 2 3 4 3x6 3x4 2x4 2x4 3-3-8 3-3-8 3-3-8 3-3-8 0-8-01-9-31-5-110-3-81-9-34.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-MP 0.23 0.20 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.01 0.01 (loc) 4-7 4-7 1 4-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=189/Mechanical, 4=189/0-1-8 Max Horz 1=32(LC 4) Max Uplift 1=-2(LC 4), 4=-20(LC 4) 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; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 23,2019 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 b19901641 Truss M09 Truss Type Monopitch Qty 2 Ply 1 21 HAMLET Job Reference (optional) I37194990 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:21 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-o5FEit5mVbMoFNe6pcGUYWOuqitJeqC363AgAtzDbbq Scale = 1:9.7 1 2 3 4 2x4 3x4 2x4 3-0-0 3-0-0 -1-2-14 1-2-14 3-0-0 3-0-0 0-8-01-4-81-1-00-3-81-4-82.83 12 LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.13 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 2 2-4 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=345/0-5-8, 4=116/0-1-8 Max Horz 2=31(LC 4) Max Uplift 2=-63(LC 4), 4=-1(LC 4) 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; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 23,2019 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 b19901641 Truss M10 Truss Type Monopitch Qty 3 Ply 1 21 HAMLET Job Reference (optional) I37194991 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:21 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-o5FEit5mVbMoFNe6pcGUYWOvLit7eqC363AgAtzDbbq Scale = 1:9.9 1 2 3 4 5 2x4 3x4 3x4 2x4 2-2-8 2-2-8 -0-10-8 0-10-8 2-2-8 2-2-8 0-8-01-4-131-1-50-3-81-4-134.00 12 Plate Offsets (X,Y)-- [2:0-2-5,0-0-5] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.10 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 2-5 2-5 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-7 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=230/0-5-8, 5=105/0-1-8 Max Horz 2=29(LC 4) Max Uplift 2=-32(LC 4), 5=-10(LC 4) 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; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 23,2019 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 b19901641 Truss MG02 Truss Type Monopitch Girder Qty 1 Ply 2 21 HAMLET Job Reference (optional) I37194992 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:22 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-GIpcvD5PGuUftXDJMJnj4jwwn64VN24CLjvDiJzDbbp Scale = 1:34.3 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 3x4 5x12 6x8 3x4 5x6 5x12 5x12 5x12 4x6 5x12 4x8 5x12 5x12 5x12 5x12 3x6 3-8-12 3-8-12 7-3-12 3-7-0 10-3-8 2-11-12 13-3-4 2-11-12 16-10-4 3-7-0 20-7-0 3-8-12 3-8-12 3-8-12 7-3-12 3-7-0 10-3-8 2-11-12 13-3-4 2-11-12 16-10-4 3-7-0 20-7-0 3-8-12 2-0-72-5-90.25 12 Plate Offsets (X,Y)-- [2:0-3-8,0-2-8], [5:0-3-7,0-2-0], [7:0-3-7,0-2-9], [8:0-3-7,0-2-8], [10:0-3-8,0-2-8], [11:0-3-8,0-2-8], [13:0-3-8,0-2-8], [15:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 80.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.76 0.62 0.92 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.29 -0.47 0.06 0.06 (loc) 12 12 9 12 l/defl >851 >514 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 283 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x8 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 1-15,7-11,8-10: 2x4 SPF 2100F 1.8E, 2-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)16=4421/0-5-8, 9=4421/0-5-8 Max Horz 16=38(LC 5) Max Uplift 16=-133(LC 4), 9=-132(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-4307/155, 1-2=-9150/316, 2-3=-16014/544, 3-4=-17725/599, 4-5=-17725/600, 5-7=-15162/519, 7-8=-7825/276, 8-9=-4325/156 BOT CHORD 13-15=-290/9141, 12-13=-516/16003, 11-12=-486/15156, 10-11=-243/7821 WEBS 1-15=-319/9673, 2-15=-3708/156, 2-13=-247/7501, 3-13=-3015/126, 3-12=-61/1942, 5-11=-3694/150, 7-11=-274/8259, 7-10=-4124/170, 8-10=-290/8745, 4-12=-2582/108, 5-12=-97/2964 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 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=133, 9=132. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 720 lb down and 24 lb up at 7-2-0, and 720 lb down and 24 lb up at 13-5-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 May 23,2019 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 b19901641 Truss MG02 Truss Type Monopitch Girder Qty 1 Ply 2 21 HAMLET Job Reference (optional) I37194992 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:22 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-GIpcvD5PGuUftXDJMJnj4jwwn64VN24CLjvDiJzDbbp LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-140, 3-5=-860, 5-8=-140, 9-16=-13 Concentrated Loads (lb) Vert: 3=-720 5=-720 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 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 b19901641 Truss T01 Truss Type Common Qty 2 Ply 1 21 HAMLET Job Reference (optional) I37194993 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:22 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-GIpcvD5PGuUftXDJMJnj4jwyb69oNC9CLjvDiJzDbbp Scale = 1:27.5 1 2 3 4 5 8 7 6 4x6 2x4 2x4 3x8 8x8 8x8 6-3-4 6-3-4 12-6-8 6-3-4 -1-2-8 1-2-8 6-3-4 6-3-4 12-6-8 6-3-4 13-9-0 1-2-8 2-2-44-3-52-2-44.00 12 Plate Offsets (X,Y)-- [2:0-2-8,Edge], [4:0-2-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.58 0.28 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.08 0.00 0.01 (loc) 6-7 6-7 6 7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 52 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-8,4-6: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=870/0-3-8, 6=870/0-3-8 Max Horz 8=31(LC 6) Max Uplift 8=-69(LC 4), 6=-69(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-739/116, 3-4=-739/116, 2-8=-812/171, 4-6=-812/171 WEBS 2-7=0/504, 4-7=0/504 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 23,2019 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 b19901641 Truss T02 Truss Type Roof Special Qty 6 Ply 1 21 HAMLET Job Reference (optional) I37194994 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:23 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-kUN?7Z611CcWUhoVw1JydxT6wWOx6VNMaNfnFlzDbbo Scale = 1:44.5 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 2x4 4x8 3x4 3x4 2x4 6x16 2x4 3x8 3x8 5x12 2x4 3x12 2x4 3x12 2x4 2x4 3x8 3x8 3x8 4x8 4x8 3-8-12 3-8-12 7-3-12 3-7-0 10-10-12 3-7-0 14-5-12 3-7-0 18-0-12 3-7-0 21-6-0 3-5-4 23-8-8 2-2-8 26-2-8 2-6-0 3-8-12 3-8-12 7-3-12 3-7-0 10-10-12 3-7-0 14-5-12 3-7-0 18-0-12 3-7-0 21-6-0 3-5-4 23-8-8 2-2-8 26-2-8 2-6-0 3-6-11-11-62-0-83-6-10.25 12 Plate Offsets (X,Y)-- [7:0-3-8,0-1-8], [10:0-3-8,0-2-0], [13:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.67 0.73 0.92 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.17 -0.36 0.10 0.07 (loc) 16 16-18 12 16 l/defl >999 >859 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 116 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 12-17: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 7-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-4 oc purlins, except end verticals, and 2-0-0 oc purlins (3-6-1 max.): 1-8, 9-14. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)21=1279/Mechanical, 12=1663/0-5-8 Max Horz 21=73(LC 5) Max Uplift 21=-62(LC 4), 12=-86(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-21=-1249/78, 1-2=-1266/90, 2-3=-1266/90, 3-4=-2621/152, 4-5=-2621/152, 5-7=-2503/133, 8-9=-361/31, 9-10=-2081/135 BOT CHORD 19-20=-149/2130, 18-19=-149/2130, 16-18=-169/2738, 15-16=-169/2738, 14-15=-191/3574, 13-14=-196/3625, 12-13=-116/2079 WEBS 1-20=-83/1678, 2-20=-306/50, 3-20=-1160/57, 3-18=-30/660, 4-18=-286/46, 5-15=-316/26, 7-15=-18/841, 7-9=-2642/154, 9-15=-1199/60, 9-13=-1889/109, 10-13=-43/1109, 10-12=-2512/147 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) 0-1-12 to 26-0-12 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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) 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) 21, 12. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) . The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 May 23,2019 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 b19901641 Truss T02 Truss Type Roof Special Qty 6 Ply 1 21 HAMLET Job Reference (optional) I37194994 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:23 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-kUN?7Z611CcWUhoVw1JydxT6wWOx6VNMaNfnFlzDbbo LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-8=-80, 9-11=-140(F=-60), 12-21=-13 Concentrated Loads (lb) Vert: 8=-240 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 b19901641 Truss T03 Truss Type ROOF SPECIAL Qty 6 Ply 1 21 HAMLET Job Reference (optional) I37194995 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:24 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-CgxNKv7foWkN6rNhUkqB980Hnwn8r?FVo1OKnCzDbbn Scale = 1:37.1 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 2x4 4x8 3x4 3x4 4x8 2x4 3x4 5x12 2x4 3x8 2x4 3x8 2x4 3x6 5x12 3x12 4x8 4x8 4x8 3-6-10 3-6-10 6-11-9 3-4-14 10-4-7 3-4-14 13-9-5 3-4-14 17-2-0 3-4-11 19-4-8 2-2-8 21-10-8 2-6-0 3-6-10 3-6-10 6-11-9 3-4-14 10-4-7 3-4-14 13-9-5 3-4-14 17-2-0 3-4-11 19-4-8 2-2-8 21-10-8 2-6-0 3-6-11-11-62-0-83-6-10.25 12 Plate Offsets (X,Y)-- [8:0-7-4,0-4-4], [9:0-3-7,0-2-0], [10:0-3-7,0-2-0], [12:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.66 0.54 0.75 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.13 -0.28 0.05 0.05 (loc) 13-14 13-14 11 13-14 l/defl >999 >938 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 99 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 11-16: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 6-8,9-13,10-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-8 oc purlins, except end verticals, and 2-0-0 oc purlins (4-1-4 max.): 1-7, 8-13. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)19=1090/Mechanical, 11=1447/0-5-8 Max Horz 19=36(LC 6) Max Uplift 19=-50(LC 5), 11=-74(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-19=-1062/66, 1-2=-1012/50, 2-3=-1012/50, 3-4=-1967/93, 4-6=-1967/93, 8-13=-1255/95, 7-8=-359/31, 8-9=-3498/196, 9-10=-1806/104, 10-11=-1421/90 BOT CHORD 17-18=-125/1661, 15-17=-125/1661, 14-15=-132/1962, 13-14=-192/3418, 12-13=-105/1802 WEBS 1-18=-68/1371, 2-18=-290/48, 3-18=-893/43, 3-15=-16/421, 4-15=-263/43, 6-14=-3/740, 6-8=-2130/112, 8-14=-1590/66, 9-13=-116/2052, 9-12=-1247/95, 10-12=-128/2203 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) 0-1-12 to 21-8-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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) 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. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 240 lb down and 13 lb up at 17-0-4 on top 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: 1-7=-80, 8-10=-140, 11-19=-13 Continued on page 2 May 23,2019 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 b19901641 Truss T03 Truss Type ROOF SPECIAL Qty 6 Ply 1 21 HAMLET Job Reference (optional) I37194995 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:24 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-CgxNKv7foWkN6rNhUkqB980Hnwn8r?FVo1OKnCzDbbn LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 7=-240 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 b19901641 Truss T04 Truss Type Roof Special Qty 1 Ply 1 21 HAMLET Job Reference (optional) I37194996 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:25 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-gtVlYE8HZpsEk?yt2RLQiMYNWK4caO2e1h8tJezDbbm Scale = 1:29.0 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 2x4 5x8 3x4 4x6 3x4 5x10 MT18HS6x10 3x6 5x12 3x6 3x6 3x12 3x12 3x12 3x12 3x6 3-5-8 3-5-8 6-7-8 3-2-0 9-1-0 2-5-8 11-8-4 2-7-4 14-3-8 2-7-4 17-0-8 2-9-0 3-5-8 3-5-8 6-7-8 3-2-0 9-1-0 2-5-8 11-8-4 2-7-4 14-3-8 2-7-4 17-0-8 2-9-0 3-6-11-4-151-4-153-6-1Plate Offsets (X,Y)-- [7:0-3-8,0-1-8], [10:0-3-8,0-1-8], [11:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 80.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.98 0.72 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.30 -0.50 0.04 0.06 (loc) 12-13 12-13 9 12-13 l/defl >672 >405 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 97 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 4-15,5-13,7-11,8-10,6-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-5 oc purlins, except end verticals, and 2-0-0 oc purlins (3-1-3 max.): 1-3, 4-13, 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)16=1433/0-3-8, 9=1375/0-3-8 Max Horz 16=41(LC 5) Max Uplift 16=-39(LC 5), 9=-45(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-1421/55, 1-2=-1310/40, 4-13=-415/43, 3-4=-427/23, 4-5=-5741/253, 5-6=-5668/242, 6-7=-4662/193, 7-8=-2806/118, 8-9=-1253/57 BOT CHORD 13-15=-217/5493, 12-13=-223/5668, 11-12=-174/4662, 10-11=-99/2806 WEBS 1-15=-54/1774, 2-15=0/375, 2-4=-1481/69, 4-15=-4375/153, 6-11=-752/52, 7-11=-81/1998, 7-10=-1097/66, 8-10=-109/2852, 6-12=-52/1082 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) 0-1-12 to 16-10-12 zone; end vertical right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 9. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 240 lb down and 8 lb up at 6-5-12 on top 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: 1-3=-140, 4-8=-140, 9-16=-13 Concentrated Loads (lb) Vert: 3=-240 May 23,2019 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 b19901641 Truss T05 Truss Type Roof Special Qty 1 Ply 1 21 HAMLET Job Reference (optional) I37194997 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:26 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-9337la9vK7_5L8W4b9sfFZ5Y8jPEJsaoGLtRs4zDbbl Scale = 1:29.0 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 2x4 5x8 3x4 3x6 3x4 5x10 MT18HS6x10 3x6 5x12 3x6 3x12 2x4 2x4 4x10 3x12 3x6 3-5-8 3-5-8 6-7-8 3-2-0 9-1-0 2-5-8 11-8-4 2-7-4 14-3-8 2-7-4 17-0-8 2-9-0 3-5-8 3-5-8 6-7-8 3-2-0 9-1-0 2-5-8 11-8-4 2-7-4 14-3-8 2-7-4 17-0-8 2-9-0 3-6-11-5-41-5-43-6-1Plate Offsets (X,Y)-- [10:0-1-12,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 80.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.99 0.76 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.30 -0.49 0.07 0.06 (loc) 12-13 12-13 9 12-13 l/defl >679 >409 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 84 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E BOT CHORD 2x4 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 4-15,5-13,6-10,8-10,6-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-1-15 max.): 1-3, 4-13, 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)16=1433/0-3-8, 9=1375/0-3-8 Max Horz 16=42(LC 5) Max Uplift 16=-39(LC 5), 9=-45(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-1415/55, 1-2=-1268/38, 3-4=-426/23, 4-5=-5564/246, 5-6=-5270/227, 6-7=-2654/112, 7-8=-2654/112, 8-9=-1318/60 BOT CHORD 13-15=-211/5359, 12-13=-206/5270, 11-12=-163/4391, 10-11=-163/4391 WEBS 1-15=-53/1743, 2-15=0/327, 2-4=-1418/66, 4-15=-4329/154, 5-13=-39/311, 6-10=-1899/79, 7-10=-362/36, 8-10=-107/2790, 5-12=-311/39, 6-12=-46/960 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) 0-1-12 to 16-10-12 zone; end vertical right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 9. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 240 lb down and 8 lb up at 6-5-12 on top 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: 1-3=-140, 4-8=-140, 9-16=-13 Concentrated Loads (lb) Vert: 3=-240 May 23,2019 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 b19901641 Truss T06 Truss Type COMMON Qty 4 Ply 1 21 HAMLET Job Reference (optional) I37194998 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:27 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-dFdVyw9X5R6xzI5G9sNunneuH7tS2WXxU?d_OXzDbbk Scale = 1:18.7 1 2 3 4 5 6 7 8 3x6 3x4 3x6 3x4 2x4 4x6 4-2-4 4-2-4 8-4-8 4-2-4 -0-10-8 0-10-8 4-2-4 4-2-4 8-4-8 4-2-4 9-3-0 0-10-8 0-8-02-0-120-8-04.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-0-1], [6:0-3-9,0-0-1] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-MS 0.26 0.25 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.03 0.01 0.01 (loc) 8-15 8-15 6 8-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 26 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=590/0-3-8, 6=590/0-3-8 Max Horz 2=21(LC 4) Max Uplift 2=-46(LC 6), 6=-46(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-659/117, 4-6=-659/117 BOT CHORD 2-8=-53/625, 6-8=-53/625 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 23,2019 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 b19901641 Truss T07 Truss Type HIP Qty 2 Ply 1 21 HAMLET Job Reference (optional) I37194999 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:27 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-dFdVyw9X5R6xzI5G9sNunnemy7iV2TxxU?d_OXzDbbk Scale = 1:31.0 1 2 3 4 5 6 7 8 11 10 9 5x12 4x6 5x8 3x6 3x6 2x4 4x6 5x8 3x6 5-3-8 5-3-8 11-8-8 6-5-0 17-0-0 5-3-8 -0-10-8 0-10-8 5-3-8 5-3-8 11-8-8 6-5-0 17-0-0 5-3-8 17-10-8 0-10-8 0-8-02-3-92-5-30-8-02-3-94.00 12 Plate Offsets (X,Y)-- [2:0-4-5,Edge], [4:0-6-0,0-1-11], [7:0-4-5,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-MS 0.80 0.95 0.31 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.14 -0.31 0.06 0.05 (loc) 9-11 9-11 7 9-11 l/defl >999 >654 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 55 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-15 oc purlins, except 2-0-0 oc purlins (4-2-9 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=1108/0-3-8, 7=1108/0-3-8 Max Horz 2=24(LC 4) Max Uplift 2=-77(LC 4), 7=-77(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2012/151, 4-5=-1850/165, 5-7=-2014/151 BOT CHORD 2-11=-87/1853, 9-11=-92/1847, 7-9=-86/1856 WEBS 4-9=-258/262 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 7. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 23,2019 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 b19901641 Truss T08 Truss Type HIP Qty 2 Ply 1 21 HAMLET Job Reference (optional) I37195000 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:28 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-5SAuAGA9skEobSgSjau7K_AycX6Hny85jfMYwzzDbbj Scale = 1:31.0 1 2 3 4 5 6 7 8 11 10 9 5x12 4x6 5x6 3x6 3x6 2x4 3x6 5x6 3x6 7-3-8 7-3-8 9-8-8 2-5-0 17-0-0 7-3-8 -0-10-8 0-10-8 7-3-8 7-3-8 9-8-8 2-5-0 17-0-0 7-3-8 17-10-8 0-10-8 0-8-02-11-93-1-30-8-02-11-94.00 12 Plate Offsets (X,Y)-- [2:0-0-1,0-2-13], [4:0-6-0,0-1-11], [7:0-0-1,0-2-13] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-MS 0.74 0.66 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.09 -0.19 0.04 0.04 (loc) 11-14 11-14 7 11-14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 53 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-6 oc purlins, except 2-0-0 oc purlins (4-2-9 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=1108/0-3-8, 7=1108/0-3-8 Max Horz 2=-31(LC 5) Max Uplift 2=-69(LC 4), 7=-69(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1807/161, 4-5=-1623/178, 5-7=-1808/161 BOT CHORD 2-11=-79/1628, 9-11=-81/1622, 7-9=-78/1629 WEBS 4-9=-327/329, 5-9=-68/263 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 7. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 23,2019 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 b19901641 Truss T09 Truss Type COMMON Qty 2 Ply 1 21 HAMLET Job Reference (optional) I37195001 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:29 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-ZekGNcBod2MfDcFfHHQMsCjAjxSJWNZEyJ65SPzDbbi Scale = 1:30.1 1 2 3 4 5 6 7 8 9 11 10 5x8 3x6 3x6 4x6 2x4 3x8 2x4 5x8 3x6 8-6-0 8-6-0 17-0-0 8-6-0 -0-10-8 0-10-8 5-0-0 5-0-0 8-6-0 3-6-0 12-0-0 3-6-0 17-0-0 5-0-0 17-10-8 0-10-8 0-8-03-6-00-8-04.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [8:0-4-5,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-MS 0.52 0.67 0.30 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.18 0.05 0.03 (loc) 10 10-18 8 10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 56 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=1108/0-3-8, 8=1108/0-3-8 Max Horz 2=36(LC 4) Max Uplift 2=-63(LC 6), 8=-63(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1926/203, 4-5=-1518/142, 5-6=-1518/142, 6-8=-1926/203 BOT CHORD 2-10=-132/1764, 8-10=-132/1764 WEBS 5-10=-0/543, 6-10=-497/109, 4-10=-497/109 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 23,2019 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 b19901641 Truss T10 Truss Type Flat Qty 1 Ply 1 21 HAMLET Job Reference (optional) I37195002 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:29 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-ZekGNcBod2MfDcFfHHQMsCjDFxV7WE0EyJ65SPzDbbi Scale = 1:28.8 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 3x6 3x4 3x4 3x4 3x6 3x6 5x12 2x4 5x12 2x4 3x8 2x4 3x8 2x4 2x4 3x8 2x4 5x12 2x4 5x12 2-2-14 2-2-14 4-4-0 2-1-2 6-5-2 2-1-2 8-6-4 2-1-2 10-7-6 2-1-2 12-8-8 2-1-2 14-9-10 2-1-2 17-0-8 2-2-14 2-2-14 2-2-14 4-4-0 2-1-2 6-5-2 2-1-2 8-6-4 2-1-2 10-7-6 2-1-2 12-8-8 2-1-2 14-9-10 2-1-2 17-0-8 2-2-14 1-1-13LOADING (psf) TCLL TCDL BCLL BCDL 80.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.36 0.49 0.84 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.29 -0.49 0.07 0.06 (loc) 15 15 11 15 l/defl >685 >413 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 70 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E BOT CHORD 2x4 SP 2400F 2.0E WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (3-7-14 max.): 1-10, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)20=963/0-3-8, 11=963/0-3-8 Max Horz 20=-12(LC 4) Max Uplift 20=-29(LC 4), 11=-29(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3407/122, 3-4=-3407/122, 4-5=-4535/160, 5-6=-4535/160, 6-7=-3407/122, 7-9=-3407/122 BOT CHORD 19-20=-67/1979, 17-19=-67/1979, 16-17=-140/4256, 15-16=-140/4256, 14-15=-140/4256, 13-14=-140/4256, 12-13=-63/1979, 11-12=-63/1979 WEBS 2-20=-1995/69, 2-17=-51/1544, 4-17=-918/33, 4-15=-9/301, 6-15=-10/301, 6-13=-918/33, 9-13=-51/1544, 9-11=-1995/69 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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) 20, 11. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 23,2019 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 b19901641 Truss T11 Truss Type Flat Qty 1 Ply 1 21 HAMLET Job Reference (optional) I37195003 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:30 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-1qIebyCQOMUWqmqrq?xbPPFOxLrBFh8NBzre?szDbbh Scale = 1:28.8 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 3x8 3x4 3x4 3x4 3x8 3x6 6x16 2x4 4x10 2x4 3x8 2x4 2x4 3x12 2x4 3x6 3x12 3x8 2-6-7 2-6-7 4-11-3 2-4-11 7-3-14 2-4-11 9-8-10 2-4-11 12-1-5 2-4-11 14-6-1 2-4-11 17-0-8 2-6-7 2-6-7 2-6-7 4-11-3 2-4-11 7-3-14 2-4-11 9-8-10 2-4-11 12-1-5 2-4-11 14-6-1 2-4-11 17-0-8 2-6-7 1-2-1Plate Offsets (X,Y)-- [8:0-3-8,0-1-8], [15:0-4-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 80.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.36 0.50 0.85 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.29 -0.49 0.07 0.06 (loc) 13-14 13-14 10 13-14 l/defl >687 >414 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 70 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E BOT CHORD 2x4 SP 2400F 2.0E WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (3-8-13 max.): 1-9, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)18=963/0-3-8, 10=963/0-3-8 Max Horz 18=13(LC 5) Max Uplift 18=-29(LC 4), 10=-29(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3634/129, 3-4=-3634/129, 4-5=-4353/154, 5-6=-4353/154, 6-8=-2171/80 BOT CHORD 17-18=-73/2173, 15-17=-73/2173, 14-15=-143/4357, 13-14=-143/4357, 12-13=-119/3636, 11-12=-119/3636, 10-11=-68/2171 WEBS 2-18=-2160/75, 2-15=-52/1557, 4-15=-770/28, 6-13=-25/765, 6-11=-1560/54, 8-11=-1/514, 8-10=-2157/74 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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) 18, 10. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 23,2019 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 b19901641 Truss T12 Truss Type Flat Qty 1 Ply 1 21 HAMLET Job Reference (optional) I37195004 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:31 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-V1s0oIC29fcNSwP1OiSqydoYekBR_8ZXPdbCXIzDbbg Scale = 1:28.8 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 3x8 3x4 3x6 3x4 3x8 6x16 2x4 5x16 MT18HS 2x4 2x4 3x8 2x4 6x16 2x4 6x16 2-11-4 2-11-4 5-8-12 2-9-8 8-6-4 2-9-8 11-3-12 2-9-8 14-1-4 2-9-8 17-0-8 2-11-4 2-11-4 2-11-4 5-8-12 2-9-8 8-6-4 2-9-8 11-3-12 2-9-8 14-1-4 2-9-8 17-0-8 2-11-4 1-2-5Plate Offsets (X,Y)-- [13:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 80.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.43 0.50 0.84 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.30 -0.49 0.07 0.06 (loc) 12 12 9 12 l/defl >677 >408 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 70 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E BOT CHORD 2x4 SP 2400F 2.0E WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (3-11-10 max.): 1-8, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)15=963/0-3-8, 9=963/0-3-8 Max Horz 15=13(LC 5) Max Uplift 15=-29(LC 4), 9=-29(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3883/138, 3-4=-3883/138, 4-5=-3883/138, 5-7=-3883/138 BOT CHORD 14-15=-80/2420, 13-14=-80/2420, 12-13=-143/4363, 11-12=-143/4363, 10-11=-77/2420, 9-10=-77/2420 WEBS 2-15=-2370/82, 2-13=-51/1538, 3-13=-286/27, 4-13=-504/19, 4-11=-504/19, 5-11=-286/27, 7-11=-51/1538, 7-9=-2370/82 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 9. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 23,2019 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 b19901641 Truss T13 Truss Type Flat Qty 1 Ply 1 21 HAMLET Job Reference (optional) I37195005 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:32 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-zDQO0eDgwzkE43_EyQz3UqLjc8Wsjc4geGKl3kzDbbf Scale = 1:28.8 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 3x8 3x4 3x6 3x4 3x8 3x16 MT18HS 6x16 2x4 6x16 2x4 2x4 3x8 2x4 6x16 2x4 6x16 2-11-4 2-11-4 5-8-12 2-9-8 8-6-4 2-9-8 11-3-12 2-9-8 14-1-4 2-9-8 17-0-8 2-11-4 2-11-4 2-11-4 5-8-12 2-9-8 8-6-4 2-9-8 11-3-12 2-9-8 14-1-4 2-9-8 17-0-8 2-11-4 1-2-9Plate Offsets (X,Y)-- [13:0-7-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 80.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.42 0.49 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.28 -0.47 0.07 0.06 (loc) 12 12 9 12 l/defl >706 >426 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 70 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E BOT CHORD 2x4 SP 2400F 2.0E WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (4-0-3 max.): 1-8, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)16=963/0-3-8, 9=963/0-3-8 Max Horz 16=13(LC 5) Max Uplift 16=-29(LC 4), 9=-29(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3803/136, 3-4=-3803/136, 4-5=-3803/136, 5-7=-3803/136 BOT CHORD 15-16=-79/2371, 14-15=-79/2371, 12-14=-140/4272, 11-12=-140/4272, 10-11=-75/2371, 9-10=-75/2371 WEBS 2-16=-2333/81, 2-14=-50/1507, 3-14=-286/27, 4-14=-495/18, 4-11=-495/18, 5-11=-286/27, 7-11=-50/1507, 7-9=-2333/81 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 9. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 23,2019 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 b19901641 Truss T14 Truss Type Flat Qty 1 Ply 1 21 HAMLET Job Reference (optional) I37195006 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:33 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-RP_nD_EIhHt5hDZQW7UI12tsiYsJS1Wqtw4JbAzDbbe Scale = 1:28.8 1 2 3 4 5 6 7 14 13 12 11 10 9 8 4x8 3x4 3x6 3x4 4x8 3x8 MT18HS 6x8 2x4 6x8 2x4 4x8 2x4 4x6 4x8 3-5-15 3-5-15 6-10-2 3-4-3 10-2-6 3-4-3 13-6-9 3-4-3 17-0-8 3-5-15 3-5-15 3-5-15 6-10-2 3-4-3 10-2-6 3-4-3 13-6-9 3-4-3 17-0-8 3-5-15 1-2-13Plate Offsets (X,Y)-- [6:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 80.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.52 0.47 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.30 -0.50 0.07 0.06 (loc) 10-11 10-11 8 10-11 l/defl >672 >405 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 70 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E BOT CHORD 2x4 SP 2400F 2.0E WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (3-10-1 max.): 1-7, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)14=963/0-3-8, 8=963/0-3-8 Max Horz 14=14(LC 5) Max Uplift 14=-29(LC 4), 8=-29(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4040/144, 3-4=-4040/144, 4-6=-2689/98 BOT CHORD 13-14=-89/2690, 11-13=-89/2690, 10-11=-132/4041, 9-10=-132/4041, 8-9=-85/2689 WEBS 2-14=-2602/90, 2-11=-47/1402, 3-11=-345/32, 4-9=-1404/49, 6-9=0/368, 6-8=-2601/89 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 8. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 23,2019 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 b19901641 Truss T15 Truss Type Flat Qty 1 Ply 1 21 HAMLET Job Reference (optional) I37195007 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:33 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-RP_nD_EIhHt5hDZQW7UI12ttxYsUS1jqtw4JbAzDbbe Scale = 1:28.8 1 2 3 4 5 6 7 14 13 12 11 10 9 8 4x8 3x4 3x6 3x4 4x8 3x8 MT18HS 6x8 2x4 6x8 2x4 4x8 2x4 4x6 4x8 3-5-15 3-5-15 6-10-2 3-4-3 10-2-6 3-4-3 13-6-9 3-4-3 17-0-8 3-5-15 3-5-15 3-5-15 6-10-2 3-4-3 10-2-6 3-4-3 13-6-9 3-4-3 17-0-8 3-5-15 1-3-1Plate Offsets (X,Y)-- [6:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 80.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.51 0.46 0.93 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.29 -0.48 0.07 0.06 (loc) 10-11 10-11 8 10-11 l/defl >700 >422 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 70 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E BOT CHORD 2x4 SP 2400F 2.0E WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (3-10-10 max.): 1-7, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)14=963/0-3-8, 8=963/0-3-8 Max Horz 14=-14(LC 4) Max Uplift 14=-29(LC 4), 8=-29(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3960/141, 3-4=-3960/141, 4-6=-2638/97 BOT CHORD 13-14=-87/2638, 11-13=-87/2638, 10-11=-129/3961, 9-10=-129/3961, 8-9=-83/2638 WEBS 2-14=-2563/88, 2-11=-46/1375, 3-11=-345/32, 4-9=-1377/48, 6-9=0/370, 6-8=-2561/88 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 8. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 23,2019 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 b19901641 Truss T16 Truss Type Flat Qty 1 Ply 1 21 HAMLET Job Reference (optional) I37195008 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:34 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-wbY9QJFwRa?yJN8c3q?XZFQ2vyCuBUwz6aps8dzDbbd Scale = 1:28.8 1 2 3 4 5 6 7 14 13 12 11 10 9 8 3x8 3x4 3x4 3x4 3x8 3x8 MT18HS 5x12 2x4 5x12 2x4 2x4 3x6 3x8 3x8 3-5-15 3-5-15 6-10-2 3-4-3 10-2-6 3-4-3 13-6-9 3-4-3 17-0-8 3-5-15 3-5-15 3-5-15 6-10-2 3-4-3 10-2-6 3-4-3 13-6-9 3-4-3 17-0-8 3-5-15 1-3-5Plate Offsets (X,Y)-- [6:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 80.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.49 0.45 0.93 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.28 -0.46 0.07 0.05 (loc) 10-11 10-11 8 10-11 l/defl >728 >438 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 70 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E BOT CHORD 2x4 SP 2400F 2.0E WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (3-11-4 max.): 1-7, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)14=963/0-3-8, 8=963/0-3-8 Max Horz 14=14(LC 5) Max Uplift 14=-29(LC 4), 8=-29(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3882/139, 3-4=-3882/139, 4-6=-2588/95 BOT CHORD 13-14=-86/2589, 11-13=-86/2589, 10-11=-126/3884, 9-10=-126/3884, 8-9=-82/2588 WEBS 2-14=-2525/87, 2-11=-45/1348, 3-11=-345/32, 4-9=-1351/47, 6-9=0/371, 6-8=-2523/86 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 8. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 23,2019 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 b19901641 Truss T17 Truss Type Flat Qty 1 Ply 1 21 HAMLET Job Reference (optional) I37195009 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:35 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-Oo6XefFYCu7pxXiodYWm6TzCvMTUwxI7KEZPg3zDbbc Scale = 1:28.8 1 2 3 4 5 6 7 14 13 12 11 10 9 8 5x6 3x4 3x6 3x4 3x8 3x8 MT18HS 5x12 2x4 5x12 2x4 2x4 3x6 3x8 3x8 3-5-15 3-5-15 6-10-2 3-4-3 10-2-6 3-4-3 13-6-9 3-4-3 17-0-8 3-5-15 3-5-15 3-5-15 6-10-2 3-4-3 10-2-6 3-4-3 13-6-9 3-4-3 17-0-8 3-5-15 1-3-9Plate Offsets (X,Y)-- [6:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 80.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.48 0.81 0.92 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.29 -0.49 0.08 0.06 (loc) 10-11 10-11 8 10-11 l/defl >687 >414 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 58 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 12-14: 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (3-8-15 max.): 1-7, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)14=963/0-3-8, 8=963/0-3-8 Max Horz 14=-15(LC 4) Max Uplift 14=-29(LC 4), 8=-29(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3815/137, 3-4=-3815/137, 4-6=-2545/94 BOT CHORD 13-14=-85/2540, 11-13=-85/2540, 10-11=-124/3812, 9-10=-124/3812, 8-9=-81/2545 WEBS 2-14=-2498/86, 2-11=-44/1331, 3-11=-351/33, 4-9=-1323/46, 6-9=0/374, 6-8=-2496/85 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 8. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 23,2019 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 b19901641 Truss T18 Truss Type Flat Qty 1 Ply 1 21 HAMLET Job Reference (optional) I37195010 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:36 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-s_fvr?GBzCFgYhH?BF2?egVNqlp?fOkGZuIzCVzDbbb Scale = 1:28.8 1 2 3 4 5 6 7 14 13 12 11 10 9 8 5x6 3x4 3x6 3x4 3x8 3x8 4x10 2x4 4x10 2x4 2x4 3x6 3x8 3x8 3-5-15 3-5-15 6-10-2 3-4-3 10-2-6 3-4-3 13-6-9 3-4-3 17-0-8 3-5-15 3-5-15 3-5-15 6-10-2 3-4-3 10-2-6 3-4-3 13-6-9 3-4-3 17-0-8 3-5-15 1-3-13Plate Offsets (X,Y)-- [6:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 80.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.47 0.80 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.28 -0.47 0.08 0.05 (loc) 10-11 10-11 8 10-11 l/defl >714 >430 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 59 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 12-14: 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (3-9-8 max.): 1-7, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)14=963/0-3-8, 8=963/0-3-8 Max Horz 14=15(LC 5) Max Uplift 14=-29(LC 4), 8=-29(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3743/134, 3-4=-3743/134, 4-6=-2498/92 BOT CHORD 13-14=-84/2494, 11-13=-84/2494, 10-11=-121/3740, 9-10=-121/3740, 8-9=-79/2498 WEBS 2-14=-2461/85, 2-11=-43/1306, 3-11=-351/33, 4-9=-1299/45, 6-9=0/376, 6-8=-2460/84 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 8. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 23,2019 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 b19901641 Truss T19 Truss Type Flat Qty 1 Ply 1 21 HAMLET Job Reference (optional) I37195011 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:36 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-s_fvr?GBzCFgYhH?BF2?egVL2lptfOmGZuIzCVzDbbb Scale = 1:28.8 1 2 3 4 5 6 7 14 13 12 11 10 9 8 5x6 3x4 3x6 3x4 3x8 3x8 4x10 2x4 4x10 2x4 2x4 3x6 3x8 3x8 3-5-15 3-5-15 6-10-2 3-4-3 10-2-6 3-4-3 13-6-9 3-4-3 17-0-8 3-5-15 3-5-15 3-5-15 6-10-2 3-4-3 10-2-6 3-4-3 13-6-9 3-4-3 17-0-8 3-5-15 1-4-1Plate Offsets (X,Y)-- [6:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 80.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.58 0.80 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.30 -0.49 0.08 0.06 (loc) 10-11 10-11 8 10-11 l/defl >678 >408 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 59 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 8-12: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (2-9-6 max.): 1-7, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)14=963/0-3-8, 8=963/0-3-8 Max Horz 14=15(LC 5) Max Uplift 14=-29(LC 4), 8=-29(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3652/131, 3-4=-3652/131, 4-6=-2452/91 BOT CHORD 13-14=-83/2470, 11-13=-83/2470, 10-11=-120/3694, 9-10=-120/3694, 8-9=-78/2452 WEBS 2-14=-2454/85, 2-11=-41/1238, 3-11=-338/32, 4-9=-1301/45, 6-9=0/378, 6-8=-2426/83 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 8. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 23,2019 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 b19901641 Truss T20 Truss Type Flat Qty 1 Ply 1 21 HAMLET Job Reference (optional) I37195012 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:37 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-KADH3LHpkVNXArsBlzZEBu2X399NOsCPoY2WkyzDbba Scale = 1:28.8 1 2 3 4 5 6 7 14 13 12 11 10 9 8 5x6 3x4 3x6 3x4 3x8 3x8 4x10 2x4 4x10 2x4 2x4 3x6 3x8 3x8 3-5-15 3-5-15 6-10-2 3-4-3 10-2-6 3-4-3 13-6-9 3-4-3 17-0-8 3-5-15 3-5-15 3-5-15 6-10-2 3-4-3 10-2-6 3-4-3 13-6-9 3-4-3 17-0-8 3-5-15 1-4-5Plate Offsets (X,Y)-- [6:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 80.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.56 0.79 0.89 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.29 -0.47 0.08 0.06 (loc) 10-11 10-11 8 10-11 l/defl >703 >423 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 59 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 8-12: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (2-9-13 max.): 1-7, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)14=963/0-3-8, 8=963/0-3-8 Max Horz 14=-15(LC 4) Max Uplift 14=-29(LC 4), 8=-29(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3586/129, 3-4=-3586/129, 4-6=-2408/89 BOT CHORD 13-14=-82/2426, 11-13=-82/2426, 10-11=-117/3626, 9-10=-117/3626, 8-9=-77/2408 WEBS 2-14=-2418/83, 2-11=-40/1218, 3-11=-338/32, 4-9=-1278/44, 6-9=0/379, 6-8=-2391/82 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 8. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 23,2019 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 b19901641 Truss T21 Truss Type Flat Qty 1 Ply 1 21 HAMLET Job Reference (optional) I37195013 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:38 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-oNngGhIRVpVOo_RNIg4Tk5bi4ZUt7JdZ0Cn4HOzDbbZ Scale = 1:28.8 1 2 3 4 5 6 7 14 13 12 11 10 9 8 5x6 3x4 3x6 3x4 3x8 3x8 4x10 2x4 4x10 2x4 2x4 3x6 3x8 3x8 3-5-15 3-5-15 6-10-2 3-4-3 10-2-6 3-4-3 13-6-9 3-4-3 17-0-8 3-5-15 3-5-15 3-5-15 6-10-2 3-4-3 10-2-6 3-4-3 13-6-9 3-4-3 17-0-8 3-5-15 1-4-9Plate Offsets (X,Y)-- [6:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 80.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.55 0.77 0.88 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.28 -0.46 0.07 0.05 (loc) 10-11 10-11 8 10-11 l/defl >728 >439 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 59 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 8-12: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (2-10-4 max.): 1-7, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)14=963/0-3-8, 8=963/0-3-8 Max Horz 14=16(LC 5) Max Uplift 14=-29(LC 4), 8=-29(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3522/127, 3-4=-3522/127, 4-6=-2366/88 BOT CHORD 13-14=-81/2383, 11-13=-81/2383, 10-11=-115/3560, 9-10=-115/3560, 8-9=-76/2366 WEBS 2-14=-2383/82, 2-11=-40/1198, 3-11=-338/32, 4-9=-1255/44, 6-9=0/381, 6-8=-2357/80 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 8. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 23,2019 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 b19901641 Truss T22 Truss Type Flat Qty 1 Ply 1 21 HAMLET Job Reference (optional) I37195014 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:38 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-oNngGhIRVpVOo_RNIg4Tk5bm4Zcp7SLZ0Cn4HOzDbbZ Scale = 1:12.8 1 2 3 6 5 4 3x4 3x4 3x4 3x4 2x4 3x8 3-4-8 3-4-8 6-9-0 3-4-8 3-4-8 3-4-8 6-9-0 3-4-8 1-5-13LOADING (psf) TCLL TCDL BCLL BCDL 80.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.29 0.26 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.03 0.01 0.00 (loc) 5 5 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 24 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-3, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=495/0-3-8, 4=495/Mechanical Max Horz 6=-23(LC 4) Max Uplift 6=-17(LC 4), 4=-17(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 5-6=-59/748, 4-5=-59/748 WEBS 2-6=-726/70, 2-4=-726/70 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 23,2019 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 b19901641 Truss T23 Truss Type Flat Qty 1 Ply 1 21 HAMLET Job Reference (optional) I37195015 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:39 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-GZL2U1J3G7dFP80asObiGJ7xvzz9sveiFsXdpqzDbbY Scale = 1:12.8 1 2 3 6 5 4 3x4 3x4 3x4 3x4 2x4 3x8 3-4-8 3-4-8 6-9-0 3-4-8 3-4-8 3-4-8 6-9-0 3-4-8 1-6-2LOADING (psf) TCLL TCDL BCLL BCDL 80.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.28 0.25 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.03 0.01 0.00 (loc) 5 5 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 24 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-3, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=495/0-3-8, 4=495/Mechanical Max Horz 6=-23(LC 4) Max Uplift 6=-17(LC 4), 4=-17(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 5-6=-58/734, 4-5=-58/734 WEBS 2-6=-716/69, 2-4=-716/69 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 23,2019 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 b19901641 Truss T24 Truss Type Flat Qty 1 Ply 1 21 HAMLET Job Reference (optional) I37195016 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:39 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-GZL2U1J3G7dFP80asObiGJ7x_zzFswhiFsXdpqzDbbY Scale = 1:12.8 1 2 3 6 5 4 3x4 3x4 3x4 3x4 2x4 3x8 3-4-8 3-4-8 6-9-0 3-4-8 3-4-8 3-4-8 6-9-0 3-4-8 1-6-8LOADING (psf) TCLL TCDL BCLL BCDL 80.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.28 0.25 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.03 0.01 0.00 (loc) 5 5 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 24 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-3, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=495/0-3-8, 4=495/Mechanical Max Horz 6=-24(LC 4) Max Uplift 6=-17(LC 4), 4=-17(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 5-6=-56/720, 4-5=-56/720 WEBS 2-6=-706/68, 2-4=-706/68 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 23,2019 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 b19901641 Truss T25 Truss Type Flat Qty 1 Ply 1 21 HAMLET Job Reference (optional) I37195017 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:40 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-klvQhNJh1Ql51IbmQ56xpWg6pNJabNzsUWGALGzDbbX Scale = 1:12.8 1 2 3 6 5 4 3x4 3x4 3x4 3x4 2x4 3x8 3-4-8 3-4-8 6-9-0 3-4-8 3-4-8 3-4-8 6-9-0 3-4-8 1-6-13LOADING (psf) TCLL TCDL BCLL BCDL 80.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.27 0.24 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.03 0.01 0.00 (loc) 5 5 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 24 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-3, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=495/0-3-8, 4=495/Mechanical Max Horz 6=-25(LC 4) Max Uplift 6=-17(LC 4), 4=-17(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 5-6=-54/707, 4-5=-54/707 WEBS 2-6=-696/67, 2-4=-696/67 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 23,2019 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 b19901641 Truss T26 Truss Type Flat Qty 1 Ply 1 21 HAMLET Job Reference (optional) I37195018 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:41 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-CyToujKJoktyfSAy_pdALkDHdmfvKpF?jA0ktjzDbbW Scale = 1:12.8 1 2 3 6 5 4 3x4 3x4 3x4 3x4 2x4 3x8 3-4-8 3-4-8 6-9-0 3-4-8 3-4-8 3-4-8 6-9-0 3-4-8 1-7-2LOADING (psf) TCLL TCDL BCLL BCDL 80.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.27 0.24 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.03 0.01 0.00 (loc) 5 5 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 24 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-3, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=495/0-3-8, 4=495/Mechanical Max Horz 6=-25(LC 4) Max Uplift 6=-17(LC 4), 4=-17(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 5-6=-53/694, 4-5=-53/694 WEBS 2-6=-687/66, 2-4=-687/66 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 23,2019 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 b19901641 Truss T27 Truss Type Flat Qty 1 Ply 1 21 HAMLET Job Reference (optional) I37195019 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:41 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-CyToujKJoktyfSAy_pdALkDHimf?KpI?jA0ktjzDbbW Scale = 1:12.8 1 2 3 6 5 4 3x4 3x4 3x4 3x4 2x4 3x8 3-4-8 3-4-8 6-9-0 3-4-8 3-4-8 3-4-8 6-9-0 3-4-8 1-7-8LOADING (psf) TCLL TCDL BCLL BCDL 80.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.27 0.23 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.03 0.01 0.00 (loc) 5 5 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 25 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-3, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=495/0-3-8, 4=495/Mechanical Max Horz 6=-26(LC 4) Max Uplift 6=-17(LC 4), 4=-17(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 5-6=-51/681, 4-5=-51/681 WEBS 2-6=-678/65, 2-4=-678/65 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 23,2019 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 b19901641 Truss T28 Truss Type Flat Qty 1 Ply 1 21 HAMLET Job Reference (optional) I37195020 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:42 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-h81A63LxZ2?pGcl9XW8PuxlSVA?J3Ga8xqlHQ9zDbbV Scale = 1:12.8 1 2 3 6 5 4 3x4 3x4 3x4 3x4 2x4 3x8 3-4-8 3-4-8 6-9-0 3-4-8 3-4-8 3-4-8 6-9-0 3-4-8 1-7-13LOADING (psf) TCLL TCDL BCLL BCDL 80.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.26 0.23 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.03 0.01 0.00 (loc) 5 5 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 25 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-3, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=495/0-3-8, 4=495/Mechanical Max Horz 6=26(LC 5) Max Uplift 6=-18(LC 4), 4=-18(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 5-6=-50/669, 4-5=-50/669 WEBS 2-6=-669/64, 2-4=-669/64 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 23,2019 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 b19901641 Truss T29 Truss Type Flat Qty 1 Ply 1 21 HAMLET Job Reference (optional) I37195021 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:42 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-h81A63LxZ2?pGcl9XW8PuxlSYA?O3Gd8xqlHQ9zDbbV Scale = 1:12.8 1 2 3 6 5 4 3x4 3x4 3x4 3x4 2x4 3x8 3-4-8 3-4-8 6-9-0 3-4-8 3-4-8 3-4-8 6-9-0 3-4-8 1-8-2LOADING (psf) TCLL TCDL BCLL BCDL 80.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.26 0.22 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.01 0.00 (loc) 5 5 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 25 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-3, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=495/0-3-8, 4=495/Mechanical Max Horz 6=-27(LC 4) Max Uplift 6=-18(LC 4), 4=-18(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 5-6=-48/657, 4-5=-48/657 WEBS 2-6=-660/63, 2-4=-660/63 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 23,2019 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 b19901641 Truss T30 Truss Type Flat Qty 1 Ply 1 21 HAMLET Job Reference (optional) I37195022 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:43 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-9KaYJOMaKL7gumKL5DgeR9IeMaLhojvIAUVqybzDbbU Scale = 1:12.8 1 2 3 6 5 4 3x4 2x4 2x4 3x4 2x4 3x8 3-4-8 3-4-8 6-9-0 3-4-8 3-4-8 3-4-8 6-9-0 3-4-8 1-8-8LOADING (psf) TCLL TCDL BCLL BCDL 80.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.25 0.22 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.01 0.00 (loc) 5 5 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 25 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-3, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=495/0-3-8, 4=495/Mechanical Max Horz 6=-27(LC 4) Max Uplift 6=-18(LC 4), 4=-18(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 5-6=-47/646, 4-5=-47/646 WEBS 2-6=-652/63, 2-4=-652/63 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 23,2019 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 b19901641 Truss T31 Truss Type Flat Qty 1 Ply 1 21 HAMLET Job Reference (optional) I37195023 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:43 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-9KaYJOMaKL7gumKL5DgeR9IePaLmojxIAUVqybzDbbU Scale = 1:12.9 1 2 3 6 5 4 3x4 2x4 2x4 3x4 2x4 3x8 3-4-8 3-4-8 6-9-0 3-4-8 3-4-8 3-4-8 6-9-0 3-4-8 1-8-13LOADING (psf) TCLL TCDL BCLL BCDL 80.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.25 0.21 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.01 0.00 (loc) 5 5 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 25 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-3, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=495/0-3-8, 4=495/Mechanical Max Horz 6=-28(LC 4) Max Uplift 6=-18(LC 4), 4=-18(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 5-6=-46/635, 4-5=-46/635 WEBS 2-6=-644/62, 2-4=-644/62 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 23,2019 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 b19901641 Truss T32 Truss Type Flat Qty 1 Ply 1 21 HAMLET Job Reference (optional) I37195024 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:44 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-dX8xXkMC5fFXWvuXfxBtzMrp7_h2XADRP8EOU2zDbbT Scale = 1:13.0 1 2 3 6 5 4 3x4 2x4 2x4 3x4 2x4 3x8 3-4-8 3-4-8 6-9-0 3-4-8 3-4-8 3-4-8 6-9-0 3-4-8 1-9-2LOADING (psf) TCLL TCDL BCLL BCDL 80.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.25 0.21 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.01 0.00 (loc) 5 5 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 25 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-3, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=495/0-3-8, 4=495/Mechanical Max Horz 6=-28(LC 4) Max Uplift 6=-18(LC 4), 4=-18(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 5-6=-44/624, 4-5=-44/624 WEBS 2-6=-636/61, 2-4=-636/61 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 23,2019 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 b19901641 Truss T33 Truss Type Flat Qty 1 Ply 1 21 HAMLET Job Reference (optional) I37195025 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:45 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-5jiJk4NqszNO73TjDei6WaN_rO0LGdVbdo_x1UzDbbS Scale = 1:13.2 1 2 3 6 5 4 3x4 2x4 2x4 3x4 2x4 3x8 3-4-8 3-4-8 6-9-0 3-4-8 3-4-8 3-4-8 6-9-0 3-4-8 1-9-8LOADING (psf) TCLL TCDL BCLL BCDL 80.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.26 0.20 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.01 0.00 (loc) 5 5 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 25 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-3, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=495/0-3-8, 4=495/Mechanical Max Horz 6=29(LC 5) Max Uplift 6=-18(LC 4), 4=-18(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 5-6=-43/614, 4-5=-43/614 WEBS 2-6=-628/60, 2-4=-628/60 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 23,2019 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 b19901641 Truss T34 Truss Type Flat Qty 1 Ply 1 21 HAMLET Job Reference (optional) I37195026 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:45 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-5jiJk4NqszNO73TjDei6WaNzpO0PGdXbdo_x1UzDbbS Scale = 1:13.3 1 2 3 6 5 4 3x4 2x4 2x4 3x4 2x4 3x8 3-4-8 3-4-8 6-9-0 3-4-8 3-4-8 3-4-8 6-9-0 3-4-8 1-9-13LOADING (psf) TCLL TCDL BCLL BCDL 80.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.26 0.20 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.01 0.00 (loc) 5 5 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 25 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-3, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=495/0-3-8, 4=495/Mechanical Max Horz 6=-29(LC 4) Max Uplift 6=-18(LC 4), 4=-18(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 5-6=-42/604, 4-5=-42/604 WEBS 2-6=-621/60, 2-4=-621/60 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 23,2019 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 b19901641 Truss T35 Truss Type Flat Qty 1 Ply 1 21 HAMLET Job Reference (optional) I37195027 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:46 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-ZvGhyQOSdGVFlD2wmMDL2nw8YnMh?4pksSjVZwzDbbR Scale = 1:13.4 1 2 3 6 5 4 3x4 2x4 2x4 3x4 2x4 3x8 3-4-8 3-4-8 6-9-0 3-4-8 3-4-8 3-4-8 6-9-0 3-4-8 1-10-2LOADING (psf) TCLL TCDL BCLL BCDL 80.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.26 0.20 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.01 0.00 (loc) 5 5 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 25 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-3, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=495/0-3-8, 4=495/Mechanical Max Horz 6=30(LC 5) Max Uplift 6=-18(LC 4), 4=-18(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 5-6=-41/594, 4-5=-41/594 WEBS 2-6=-614/59, 2-4=-614/59 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 23,2019 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 b19901641 Truss T36 Truss Type Flat Qty 1 Ply 1 21 HAMLET Job Reference (optional) I37195028 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:46 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-ZvGhyQOSdGVFlD2wmMDL2nw8WnMl?4rksSjVZwzDbbR Scale = 1:13.5 1 2 3 6 5 4 3x4 2x4 2x4 3x4 2x4 3x8 3-4-8 3-4-8 6-9-0 3-4-8 3-4-8 3-4-8 6-9-0 3-4-8 1-10-8LOADING (psf) TCLL TCDL BCLL BCDL 80.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.26 0.19 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.01 0.00 (loc) 5 5 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 25 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-3, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=495/0-3-8, 4=495/Mechanical Max Horz 6=-30(LC 4) Max Uplift 6=-19(LC 4), 4=-19(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 5-6=-40/585, 4-5=-40/585 WEBS 2-6=-607/58, 2-4=-607/58 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 23,2019 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 b19901641 Truss T37 Truss Type Flat Qty 1 Ply 1 21 HAMLET Job Reference (optional) I37195029 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:47 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-16q39mP4Oad6NNd6K3kab?TJEBj1kX6u56T25MzDbbQ Scale = 1:13.6 1 2 3 6 5 4 3x4 2x4 2x4 3x4 2x4 3x8 3-4-8 3-4-8 6-9-0 3-4-8 3-4-8 3-4-8 6-9-0 3-4-8 1-10-13LOADING (psf) TCLL TCDL BCLL BCDL 80.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.26 0.19 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.01 0.00 (loc) 5 5 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 26 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-3, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=495/0-3-8, 4=495/Mechanical Max Horz 6=-31(LC 4) Max Uplift 6=-19(LC 4), 4=-19(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 5-6=-38/576, 4-5=-38/576 WEBS 2-6=-600/58, 2-4=-600/58 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 23,2019 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 b19901641 Truss T38 Truss Type Roof Special Qty 1 Ply 1 21 HAMLET Job Reference (optional) I37195030 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:47 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-16q39mP4Oad6NNd6K3kab?TIABgAkVnu56T25MzDbbQ Scale = 1:22.3 1 2 3 4 5 9 8 7 6 3x4 3x4 3x6 2x4 3x6 3x8 2x4 5x12 3x4 3-0-12 3-0-12 5-10-0 2-9-4 8-2-0 2-4-0 3-0-12 3-0-12 5-10-0 2-9-4 8-2-0 2-4-0 1-4-153-6-1LOADING (psf) TCLL TCDL BCLL BCDL 80.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.33 0.37 0.38 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.06 0.02 0.01 (loc) 7-8 7-8 6 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 36 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-4-3 max.): 1-3, 3-7, 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)9=643/0-3-8, 6=715/Mechanical Max Horz 9=62(LC 7) Max Uplift 9=-23(LC 4), 6=-22(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1126/47, 3-4=-294/35 BOT CHORD 8-9=-113/1143, 7-8=-113/1143, 6-7=-70/1029 WEBS 2-9=-1145/53, 3-6=-1146/78 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) 0-1-12 to 8-0-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) . 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: 1-3=-140, 4-5=-140, 6-9=-13 Concentrated Loads (lb) Vert: 4=-150 ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD ACCOUNTS FOR DRIFTING SNOW. May 23,2019 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 b19901641 Truss T39 Truss Type Roof Special Qty 1 Ply 1 21 HAMLET Job Reference (optional) I37195031 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:48 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-VIORM6Qi8ulz_XCIunFp8C?T0b0YTy61KmCbdpzDbbP Scale = 1:22.3 1 2 3 4 5 9 8 7 6 3x4 3x4 3x6 2x4 3x6 3x8 2x4 5x12 3x4 3-0-12 3-0-12 5-10-0 2-9-4 8-2-0 2-4-0 3-0-12 3-0-12 5-10-0 2-9-4 8-2-0 2-4-0 1-5-43-6-1LOADING (psf) TCLL TCDL BCLL BCDL 80.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.32 0.36 0.37 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.05 0.02 0.01 (loc) 7-8 7-8 6 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 36 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-5-2 max.): 1-3, 3-7, 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)9=643/0-3-8, 6=715/Mechanical Max Horz 9=61(LC 7) Max Uplift 9=-23(LC 4), 6=-22(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1096/46, 3-4=-294/35 BOT CHORD 8-9=-112/1118, 7-8=-112/1118, 6-7=-69/1004 WEBS 2-9=-1125/52, 3-6=-1125/77 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) 0-1-12 to 8-0-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) . The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-140, 4-5=-140, 6-9=-13 Concentrated Loads (lb) Vert: 4=-150(F) ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD ACCOUNTS FOR DRIFTING SNOW. May 23,2019 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 b19901641 Truss T40 Truss Type Hip Qty 1 Ply 1 21 HAMLET Job Reference (optional) I37195032 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:49 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-zUyqaSQLvBuqchnVSUn2gQYYq?JiCHHAYQy9AFzDbbO Scale = 1:60.1 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 5x12 3x4 3x4 3x4 3x6 5x12 2x4 4x8 4x6 5x12 3x6 8x8 3x4 8x8 3x6 8-0-0 8-0-0 13-9-0 5-9-0 20-10-4 7-1-4 25-3-0 4-4-12 33-3-0 8-0-0 -1-2-8 1-2-8 8-0-0 8-0-0 13-9-0 5-9-0 19-6-0 5-9-0 25-3-0 5-9-0 33-3-0 8-0-0 34-5-8 1-2-8 2-2-44-8-114-10-42-2-44-8-114.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-0], [3:0-6-0,0-1-11], [7:0-6-0,0-1-11], [8:0-3-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.77 0.56 0.89 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.25 0.02 0.02 (loc) 16-17 16-17 10 14-16 l/defl >999 >991 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 136 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 3-5,5-7: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 10-13: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 7-12: 2x4 SPF No.2, 2-17,8-10: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-10 oc purlins, except end verticals, and 2-0-0 oc purlins (5-5-8 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)17=1238/0-3-8, 12=2353/0-3-8, 10=634/0-3-8 Max Horz 17=36(LC 6) Max Uplift 17=-107(LC 4), 12=-115(LC 5), 10=-84(LC 7) Max Grav 17=1245(LC 10), 12=2353(LC 1), 10=663(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1350/136, 3-4=-953/145, 4-6=-950/144, 6-7=0/658, 7-8=-288/131, 2-17=-1167/188, 8-10=-585/149 BOT CHORD 16-17=-48/256, 14-16=-24/1161 WEBS 3-14=-275/24, 4-14=-622/114, 6-14=-77/1439, 6-12=-1553/168, 7-12=-1069/80, 7-11=0/268, 2-16=-1/930 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10 except (jt=lb) 17=107, 12=115. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 23,2019 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 b19901641 Truss T41 Truss Type Hip Qty 1 Ply 1 21 HAMLET Job Reference (optional) I37195033 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:50 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-SgWCnoRzgV0hEqMh?BIHDd4j8PfcxkyKn4hiihzDbbN Scale = 1:59.1 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 101718 4x6 5x12 3x4 3x12 3x6 3x6 3x6 3x6 3x6 3x4 3x8 3x8 3x4 3x4 10-0-0 10-0-0 20-10-4 10-10-4 23-3-0 2-4-12 33-3-0 10-0-0 -1-2-8 1-2-8 5-1-12 5-1-12 10-0-0 4-10-4 16-7-8 6-7-8 23-3-0 6-7-8 28-1-4 4-10-4 33-3-0 5-1-12 34-5-8 1-2-8 2-2-45-4-115-6-42-2-45-4-114.00 12 Plate Offsets (X,Y)-- [6:0-6-0,0-1-11] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.73 0.52 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.19 -0.46 0.02 0.02 (loc) 13-15 13-15 10 15 l/defl >999 >546 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 149 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-6: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 5-15,5-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-5 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-13, 3-16 REACTIONS.(lb/size)13=2496/0-3-8, 16=1236/0-3-8, 10=594/0-3-8 Max Horz 16=42(LC 6) Max Uplift 13=-110(LC 5), 16=-104(LC 4), 10=-84(LC 7) Max Grav 13=2496(LC 1), 16=1263(LC 10), 10=660(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1224/128, 4-5=-1097/140, 5-6=0/665, 6-7=-8/315, 2-16=-389/128, 8-10=-387/126 BOT CHORD 15-16=-69/1154, 13-15=-7/471, 12-13=-285/116, 10-12=-134/316 WEBS 5-15=0/825, 5-13=-1640/191, 6-13=-1053/105, 6-12=-1/365, 7-12=-539/138, 3-16=-1351/110, 7-10=-303/225 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10 except (jt=lb) 13=110, 16=104. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 23,2019 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 b19901641 Truss T42 Truss Type Hip Qty 1 Ply 1 21 HAMLET Job Reference (optional) I37195034 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:50 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-SgWCnoRzgV0hEqMh?BIHDd4i2Pbdxk8Kn4hiihzDbbN Scale = 1:59.1 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 101819 4x6 4x8 3x4 3x6 3x6 3x8 4x8 4x6 3x12 3x6 3x6 6x6 2x4 5x6 3x4 6-1-12 6-1-12 12-0-0 5-10-4 21-0-0 9-0-0 21-3-0 0-3-0 27-1-4 5-10-4 33-3-0 6-1-12 -1-2-8 1-2-8 6-1-12 6-1-12 12-0-0 5-10-4 16-7-8 4-7-8 21-3-0 4-7-8 27-1-4 5-10-4 33-3-0 6-1-12 34-5-8 1-2-8 2-2-46-0-116-2-42-2-46-0-114.00 12 Plate Offsets (X,Y)-- [2:0-2-11,0-3-0], [6:0-4-0,Edge], [8:0-2-14,0-2-8], [16:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.80 0.77 0.85 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.18 -0.37 0.02 0.02 (loc) 12-14 12-14 12 14-16 l/defl >999 >665 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 143 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 10-13: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 5-12,7-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-8 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 11-12. WEBS 1 Row at midpt 5-12 REACTIONS.(lb/size)17=1194/0-3-8, 12=2617/0-3-8, 10=525/0-3-8 Max Horz 17=48(LC 6) Max Uplift 17=-102(LC 4), 12=-98(LC 5), 10=-82(LC 7) Max Grav 17=1236(LC 10), 12=2617(LC 1), 10=624(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1349/143, 3-4=-981/128, 4-5=-845/142, 5-6=0/700, 6-7=-1/760, 7-8=-369/252, 2-17=-1170/175, 8-10=-560/126 BOT CHORD 14-16=-50/1196, 12-14=0/301, 11-12=-220/267 WEBS 3-16=-276/82, 3-14=-462/101, 5-14=-33/907, 5-12=-1486/152, 7-12=-903/132, 2-16=-45/1162, 8-11=-258/198, 6-12=-687/95 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 10 except (jt=lb) 17=102. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 23,2019 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 b19901641 Truss T43 Truss Type Flat Qty 1 Ply 1 21 HAMLET Job Reference (optional) I37195035 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:51 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-wt3a?7SbRp8Yr_xtZvpWlrdvhozWgFuT0kRGE8zDbbM Scale = 1:15.8 1 2 3 6 5 44x6 3x6 3x6 4x6 4x8 2x4 4-2-8 4-2-8 8-5-0 4-2-8 4-2-8 4-2-8 8-5-0 4-2-8 1-1-14LOADING (psf) TCLL TCDL BCLL BCDL 80.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.62 0.60 0.62 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.08 -0.13 0.02 0.01 (loc) 5 5 4 5 l/defl >999 >776 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 28 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-3, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=623/0-3-8, 4=623/0-3-8 Max Horz 6=17(LC 5) Max Uplift 6=-19(LC 4), 4=-19(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-278/38, 3-4=-278/38 BOT CHORD 5-6=-114/1526, 4-5=-114/1526 WEBS 2-6=-1352/109, 2-4=-1352/109 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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) 6, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 23,2019 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 b19901641 Truss T44 Truss Type Flat Qty 1 Ply 1 21 HAMLET Job Reference (optional) I37195036 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:52 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-O3dyCTTDC6GOT8W47cKlI2A4gCJ6PiIdEOApmazDbbL Scale = 1:15.8 1 2 3 6 5 44x6 3x6 3x6 4x6 4x8 2x4 4-2-8 4-2-8 8-5-0 4-2-8 4-2-8 4-2-8 8-5-0 4-2-8 1-2-4LOADING (psf) TCLL TCDL BCLL BCDL 80.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.60 0.58 0.61 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.07 -0.12 0.02 0.01 (loc) 5 5 4 5 l/defl >999 >816 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 28 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-3, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=623/0-3-8, 4=623/0-3-8 Max Horz 6=-17(LC 4) Max Uplift 6=-20(LC 4), 4=-20(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-276/38, 3-4=-276/38 BOT CHORD 5-6=-111/1491, 4-5=-111/1491 WEBS 2-6=-1330/108, 2-4=-1330/108 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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) 6, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 23,2019 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 b19901641 Truss T45 Truss Type Flat Qty 1 Ply 1 21 HAMLET Job Reference (optional) I37195037 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:52 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-O3dyCTTDC6GOT8W47cKlI2A4uCKRPiSdEOApmazDbbL Scale = 1:15.8 1 2 3 6 5 44x6 3x6 3x6 4x6 4x8 2x4 4-2-8 4-2-8 8-5-0 4-2-8 4-2-8 4-2-8 8-5-0 4-2-8 1-2-9LOADING (psf) TCLL TCDL BCLL BCDL 80.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.59 0.56 0.60 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.07 -0.11 0.02 0.01 (loc) 5 5 4 5 l/defl >999 >856 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 28 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-3, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=623/0-3-8, 4=623/0-3-8 Max Horz 6=18(LC 5) Max Uplift 6=-20(LC 4), 4=-20(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-274/37, 3-4=-274/37 BOT CHORD 5-6=-108/1457, 4-5=-108/1457 WEBS 2-6=-1308/106, 2-4=-1308/106 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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) 6, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 23,2019 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 b19901641 Truss T46 Truss Type Flat Qty 1 Ply 1 21 HAMLET Job Reference (optional) I37195038 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:53 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-sFBKQpTrzQOF5I5GhKr_rGiFkcgq89lmT2wMJ0zDbbK Scale = 1:15.8 1 2 3 6 5 44x6 3x6 3x6 4x6 4x8 2x4 4-2-8 4-2-8 8-5-0 4-2-8 4-2-8 4-2-8 8-5-0 4-2-8 1-2-12LOADING (psf) TCLL TCDL BCLL BCDL 80.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.58 0.55 0.60 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.07 -0.11 0.02 0.01 (loc) 5 5 4 5 l/defl >999 >876 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 29 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-3, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=623/0-3-8, 4=623/0-3-8 Max Horz 6=18(LC 5) Max Uplift 6=-20(LC 4), 4=-20(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-273/37, 3-4=-273/37 BOT CHORD 5-6=-107/1440, 4-5=-107/1440 WEBS 2-6=-1298/105, 2-4=-1298/105 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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) 6, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 23,2019 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 b19901641 Truss T47 Truss Type Flat Qty 1 Ply 1 21 HAMLET Job Reference (optional) I37195039 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:53 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-sFBKQpTrzQOF5I5GhKr_rGiGXchd8AqmT2wMJ0zDbbK Scale = 1:15.3 1 2 3 6 5 4 4x6 3x4 3x4 4x6 4x8 2x4 4-1-0 4-1-0 8-2-0 4-1-0 4-1-0 4-1-0 8-2-0 4-1-0 1-3-1LOADING (psf) TCLL TCDL BCLL BCDL 80.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.53 0.50 0.53 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.09 0.02 0.01 (loc) 5 5 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 28 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-3, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=604/0-3-8, 4=604/Mechanical Max Horz 6=-19(LC 4) Max Uplift 6=-19(LC 4), 4=-19(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-263/37, 3-4=-263/37 BOT CHORD 5-6=-100/1323, 4-5=-100/1323 WEBS 2-6=-1202/100, 2-4=-1202/100 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 23,2019 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 b19901641 Truss T48 Truss Type Flat Qty 1 Ply 1 21 HAMLET Job Reference (optional) I37195040 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:54 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-KSljd9UTkkW6iSfSE1MDNTFRS017tdCwiifwrSzDbbJ Scale = 1:15.3 1 2 3 6 5 4 4x6 3x4 3x4 4x6 4x8 2x4 4-1-0 4-1-0 8-2-0 4-1-0 4-1-0 4-1-0 8-2-0 4-1-0 1-3-6LOADING (psf) TCLL TCDL BCLL BCDL 80.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.52 0.48 0.52 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.09 0.02 0.01 (loc) 5 5 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 28 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-3, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=604/0-3-8, 4=604/Mechanical Max Horz 6=-19(LC 4) Max Uplift 6=-19(LC 4), 4=-19(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-261/36, 3-4=-261/36 BOT CHORD 5-6=-97/1294, 4-5=-97/1294 WEBS 2-6=-1183/98, 2-4=-1183/98 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 23,2019 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 b19901641 Truss T49 Truss Type Flat Qty 1 Ply 1 21 HAMLET Job Reference (optional) I37195041 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:55 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-oeJ5qVV5V1ezKcEeoltTwhodNQNcc4a3xLPTNvzDbbI Scale = 1:15.3 1 2 3 6 5 4 4x6 3x4 3x4 4x6 4x8 2x4 4-1-0 4-1-0 8-2-0 4-1-0 4-1-0 4-1-0 8-2-0 4-1-0 1-3-12LOADING (psf) TCLL TCDL BCLL BCDL 80.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.51 0.46 0.52 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.09 0.02 0.01 (loc) 5 5 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 28 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-3, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=604/0-3-8, 4=604/Mechanical Max Horz 6=20(LC 5) Max Uplift 6=-19(LC 4), 4=-19(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-260/36, 3-4=-260/36 BOT CHORD 5-6=-94/1266, 4-5=-94/1266 WEBS 2-6=-1164/97, 2-4=-1164/97 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 23,2019 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 b19901641 Truss T50 Truss Type Flat Qty 1 Ply 1 21 HAMLET Job Reference (optional) I37195042 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:55 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-oeJ5qVV5V1ezKcEeoltTwhodYQNrc5h3xLPTNvzDbbI Scale = 1:15.3 1 2 3 6 5 4 4x6 3x4 3x4 4x6 4x8 2x4 4-1-0 4-1-0 8-2-0 4-1-0 4-1-0 4-1-0 8-2-0 4-1-0 1-4-1LOADING (psf) TCLL TCDL BCLL BCDL 80.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.50 0.45 0.51 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.08 0.02 0.01 (loc) 5 5 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 28 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-3, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=604/0-3-8, 4=604/Mechanical Max Horz 6=-20(LC 4) Max Uplift 6=-19(LC 4), 4=-19(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-258/36, 3-4=-258/36 BOT CHORD 5-6=-92/1239, 4-5=-92/1239 WEBS 2-6=-1145/95, 2-4=-1145/95 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 23,2019 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 b19901641 Truss T51 Truss Type Hip Qty 1 Ply 1 21 HAMLET Job Reference (optional) I37195043 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:56 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-GqtT2rWkGLmqylprMSPiSuKklpkBLVLC9?80vLzDbbH Scale = 1:60.0 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 1120 3x8 5x12 6x16 3x12 3x4 3x4 3x6 3x8 3x6 3x8 3x8 3x6 3x6 8x8 3x4 8x8 3x4 7-1-12 7-1-12 14-0-0 6-10-4 19-3-0 5-3-0 20-10-4 1-7-4 26-1-4 5-3-0 33-3-0 7-1-12 -1-2-8 1-2-8 7-1-12 7-1-12 14-0-0 6-10-4 19-3-0 5-3-0 26-1-4 6-10-4 33-3-0 7-1-12 34-5-8 1-2-8 2-2-46-8-116-10-42-2-46-8-114.00 12 Plate Offsets (X,Y)-- [2:0-2-8,Edge], [5:0-6-0,0-1-11], [6:0-8-0,0-1-0], [9:0-2-8,Edge], [15:0-3-8,0-1-8], [18:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.72 0.44 0.67 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.07 -0.17 0.03 0.02 (loc) 15-16 18-19 11 16-18 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 147 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5,6-8: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 13-17: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 5-15,2-19,9-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-7 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-16, 5-15, 6-14, 7-14 REACTIONS.(lb/size)19=1273/0-3-8, 14=2397/0-3-8, 11=645/0-3-8 Max Horz 19=55(LC 6) Max Uplift 19=-102(LC 4), 14=-83(LC 5), 11=-75(LC 7) Max Grav 19=1305(LC 10), 14=2397(LC 1), 11=729(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1508/152, 4-5=-920/134, 6-7=0/602, 7-9=-513/96, 2-19=-1235/183, 9-11=-659/134 BOT CHORD 16-18=-51/1333, 15-16=0/749, 12-14=-69/390 WEBS 4-16=-698/118, 5-16=0/594, 5-15=-1210/87, 6-15=-14/923, 6-14=-1683/126, 7-14=-958/137, 2-18=-38/1235, 9-12=-117/270 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 11 except (jt=lb) 19=102. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 23,2019 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 b19901641 Truss T52 Truss Type Hip Qty 1 Ply 1 21 HAMLET Job Reference (optional) I37195044 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:57 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-k1RrFBXM1fuhavO1wAwx?6tsID064tzMOfuaSnzDbbG Scale = 1:62.4 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 112021 3x6 4x6 5x12 3x6 3x6 3x6 3x6 4x10 2x4 4x6 6x16 3x6 3x4 3x6 3x4 6x8 3x4 8-1-12 8-1-12 16-0-0 7-10-4 17-3-0 1-3-0 20-10-4 3-7-4 26-10-14 6-0-10 33-3-0 6-4-2 -1-2-8 1-2-8 5-6-5 5-6-5 10-9-3 5-2-13 16-0-0 5-2-13 17-3-0 1-3-0 24-9-0 7-6-0 33-3-0 8-6-0 34-5-8 1-2-8 2-2-47-4-117-6-42-2-47-4-114.00 12 Plate Offsets (X,Y)-- [7:0-6-0,0-1-11], [8:0-8-0,Edge], [9:0-3-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.93 0.59 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.13 -0.25 0.04 0.02 (loc) 16-18 18-19 11 16-18 l/defl >999 >989 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 152 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 6-7: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 11-14: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 2-19,9-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13. WEBS 1 Row at midpt 5-16, 7-13, 3-19 REACTIONS.(lb/size)13=2364/0-3-8, 19=1290/0-3-8, 11=655/0-3-8 Max Horz 19=61(LC 6) Max Uplift 13=-54(LC 5), 19=-101(LC 4), 11=-85(LC 7) Max Grav 13=2364(LC 1), 19=1295(LC 10), 11=745(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-1315/169, 5-6=-549/147, 6-7=-441/157, 7-8=0/612, 8-9=-478/97, 2-19=-426/138, 9-11=-684/139 BOT CHORD 18-19=-80/1231, 16-18=-30/1024, 12-13=-142/303 WEBS 5-18=0/342, 5-16=-866/135, 7-16=-20/1012, 7-13=-1637/119, 8-13=-1003/177, 8-12=0/267, 3-19=-1400/102 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 11 except (jt=lb) 19=101. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 23,2019 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 b19901641 Truss T53 Truss Type COMMON Qty 3 Ply 1 21 HAMLET Job Reference (optional) I37195045 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:58 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-DD_DTXX_oy0YB3zDTtRAYJQ3QdQapKnVdJe7_EzDbbF Scale = 1:57.2 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 101819 3x12 5x12 3x12 3x4 3x4 3x6 3x6 4x6 3x6 3x6 3x6 6x6 3x4 6x6 3x4 7-1-12 7-1-12 14-0-0 6-10-4 20-10-4 6-10-4 26-10-14 6-0-10 33-3-0 6-4-2 -1-2-8 1-2-8 8-5-8 8-5-8 16-7-8 8-2-0 24-9-8 8-2-0 33-3-0 8-5-8 34-5-8 1-2-8 2-2-47-8-122-2-44.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-0], [6:0-6-0,Edge], [8:0-3-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.78 0.38 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.09 -0.16 0.02 0.02 (loc) 13-14 16-17 10 14-16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 144 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 1-4,6-9: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 *Except* 12-15: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 5-13,2-17,8-10: 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, Except: 6-0-0 oc bracing: 11-13. WEBS 1 Row at midpt 3-14, 5-13 REACTIONS.(lb/size)17=1250/0-3-8, 13=2488/0-3-8, 10=614/0-3-8 Max Horz 17=63(LC 6) Max Uplift 17=-100(LC 4), 13=-46(LC 5), 10=-85(LC 7) Max Grav 17=1250(LC 1), 13=2488(LC 1), 10=724(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1354/155, 3-5=-731/156, 5-7=0/711, 7-8=-451/162, 2-17=-1179/190, 8-10=-661/138 BOT CHORD 14-16=-75/1215, 13-14=0/284, 11-13=-205/290 WEBS 3-14=-880/165, 5-14=-26/837, 5-13=-1719/136, 7-13=-1027/189, 7-11=0/269, 2-16=-18/1028 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; 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) 17, 13, 10. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 23,2019 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 b19901641 Truss T54 Truss Type Common Qty 3 Ply 1 21 HAMLET Job Reference (optional) I37195046 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 13:59:58 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-DD_DTXX_oy0YB3zDTtRAYJQ6pdRDpVoVdJe7_EzDbbF Scale = 1:26.9 1 2 3 4 7 6 5 4x8 2x4 2x4 3x8 8x8 8x8 6-3-4 6-3-4 12-6-8 6-3-4 6-3-4 6-3-4 12-6-8 6-3-4 13-9-0 1-2-8 2-2-44-3-52-2-44.00 12 Plate Offsets (X,Y)-- [1:Edge,0-3-8], [3:0-2-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.62 0.28 0.29 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.08 0.00 0.01 (loc) 6-7 6-7 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 50 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* 1-7,3-5: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=728/0-3-8, 5=878/0-3-8 Max Horz 7=-43(LC 4) Max Uplift 7=-27(LC 4), 5=-69(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-749/115, 2-3=-755/117, 1-7=-670/114, 3-5=-820/170 WEBS 1-6=-14/537, 3-6=0/524 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; 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) 7, 5. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 23,2019 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 b19901641 Truss TG01 Truss Type Roof Special Girder Qty 1 Ply 3 21 HAMLET Job Reference (optional) I37195047 8.220 s Mar 22 2019 MiTek Industries, Inc. Thu May 23 15:00:46 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-DuV0IeKXk?xPKLctOxbBBcVUf9NwYE3SUtJ90nzDaiF Scale = 1:21.8 1 2 3 4 5 6 7 13 12 11 10 9 81415161718 3x6 4x10 12x12 3x4 2x4 4x6 8x10 2x4 8x16 6x16 4x10 3x8 2-1-1 2-1-1 4-0-7 1-11-5 5-10-0 1-9-9 8-3-4 2-5-4 8-5-0 0-1-12 9-5-0 1-0-0 2-1-1 2-1-1 4-0-7 1-11-5 5-10-0 1-9-9 8-3-4 2-5-4 9-5-0 1-1-12 1-7-03-6-1Plate Offsets (X,Y)-- [3:0-3-4,0-4-0], [9:0-3-8,0-2-0], [12:0-4-4,0-4-4] LOADING (psf) TCLL TCDL BCLL BCDL 80.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.79 0.78 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.08 -0.14 0.03 0.02 (loc) 10-11 10-11 9 10-11 l/defl >999 >701 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 204 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 5-10,7-8,1-12,3-12,3-10,4-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-4, 4-10, 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)13=6968/0-3-8, 9=11815/0-3-8 Max Horz 13=45(LC 5) Max Uplift 13=-231(LC 3), 9=-442(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-5797/198, 1-2=-9606/314, 2-3=-9606/314, 3-4=-17334/573, 4-10=-143/4592, 5-6=-450/29 BOT CHORD 13-14=-54/515, 12-14=-54/515, 12-15=-491/15263, 15-16=-491/15263, 11-16=-491/15263, 11-17=-491/15263, 10-17=-491/15263, 10-18=-534/16563, 9-18=-534/16563, 8-9=-18/506 WEBS 1-12=-347/10497, 3-12=-6532/222, 3-11=-104/3647, 3-10=-76/2434, 4-9=-17360/558, 6-9=-34/1003, 6-8=-1554/56 NOTES- 1) N/A 2) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 2 rows staggered at 0-4-0 oc, Except member 10-5 2x4 - 2 rows staggered at 0-4-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 3) 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. 4) Unbalanced roof live loads have been considered for this design. 5) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 6) Provide adequate drainage to prevent water ponding. 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 231 lb uplift at joint 13 and 442 lb uplift at joint 9. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1646 lb down and 55 lb up at 1-0-12, 1646 lb down and 55 lb up at 2-4-12, 1646 lb down and 55 lb up at 3-8-12, 1646 lb down and 55 lb up at 5-0-12, 7076 lb down and 216 lb up at 5-11-8, 1082 lb down and 56 lb up at 7-2-12, and 1562 lb down and 83 lb up at 8-3-8, and 1082 lb down and 56 lb up at 8-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.Continued on page 2 PLY-TO-PLY CONNECTION REQUIRES THAT AN APPROVED FACE MOUNT HANGER (SPECIFIED BY OTHERS) IS REQUIRED FOR LOADS REPORTED IN NOTES. FACE MOUNT HANGER SHALL BE ATTACHED WITH A MINIMUM OF 0.148"x 3" NAILS PER HANGER MANUFACTURER SPECIFICATIONS. ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD ACCOUNTS FOR DRIFTING SNOW. May 23,2019 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 b19901641 Truss TG01 Truss Type Roof Special Girder Qty 1 Ply 3 21 HAMLET Job Reference (optional) I37195047 8.220 s Mar 22 2019 MiTek Industries, Inc. Thu May 23 15:00:46 2019 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-DuV0IeKXk?xPKLctOxbBBcVUf9NwYE3SUtJ90nzDaiF LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-140, 5-7=-140, 8-13=-13 Concentrated Loads (lb) Vert: 10=-7076(F) 9=-2644(F=-1082, B=-1562) 14=-1646(F) 15=-1646(F) 16=-1646(F) 17=-1646(F) 18=-1082(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 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 b19901641 Truss TG02 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 4 21 HAMLET Job Reference (optional) I37195048 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 14:00:01 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-dogM5Yas5tO72Xio9?_t9y2ewqLz0hGxJHsnbZzDbbC Scale = 1:28.7 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 21 22 23 24 3x6 3x12 12x12 3x4 3x6 6x8 4x8 3x12 5x12 2x4 3x8 4x6 12x12 8x8 2x4 8x8 5x6 6x8 6x8 2-2-2 2-2-2 4-2-8 2-0-6 6-2-14 2-0-6 8-1-8 1-10-10 10-0-0 1-10-8 12-1-7 2-1-7 14-2-13 2-1-7 16-6-0 2-3-3 2-2-2 2-2-2 4-2-8 2-0-6 6-2-14 2-0-6 8-1-8 1-10-10 10-0-0 1-10-8 12-1-7 2-1-7 14-2-13 2-1-7 16-6-0 2-3-3 1-4-63-6-1Plate Offsets (X,Y)-- [2:0-3-8,0-1-8], [4:0-3-8,0-1-8], [12:0-3-8,0-3-0], [15:0-3-8,0-6-0], [16:0-1-12,0-0-0], [19:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 80.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.57 0.79 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.24 -0.44 0.04 0.07 (loc) 16-17 16-17 11 16 l/defl >794 >442 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 474 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 1-20,10-11,2-19,3-18,4-17: 2x4 SPF-S Stud 6-16,5-17,5-7,5-15: 2x4 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-5, 5-16, 6-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)20=5126/0-3-8, 11=9409/0-3-8 Max Horz 20=98(LC 4) Max Uplift 20=-232(LC 3), 11=-455(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-4409/212, 1-2=-9555/439, 2-3=-17598/820, 3-4=-17598/820, 4-5=-25818/1230, 5-16=-26/458, 5-6=-358/25, 6-7=-756/66, 7-8=-9167/457, 8-9=-9167/457, 9-10=-5231/275, 10-11=-7713/381 BOT CHORD 19-20=-106/599, 18-19=-399/9555, 17-18=-1163/25818, 16-17=-1458/31344, 15-16=-1377/29725, 13-15=-482/10328, 12-13=-263/5231 WEBS 1-19=-455/9825, 2-19=-3957/208, 2-18=-418/8824, 3-18=-404/37, 4-18=-9018/450, 4-17=-144/3406, 5-17=-6352/323, 5-7=-15233/758, 7-15=-627/13279, 7-13=-2038/89, 8-13=-423/40, 9-13=-319/6913, 9-12=-6069/297, 10-12=-433/9038, 5-15=-21954/1043 NOTES- 1) 4-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 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. Attach TC w/ 1/2" diam. bolts (ASTM A-307) in the center of the member w/washers at 4-0-0 oc. Attach BC w/ 1/2" diam. bolts (ASTM A-307) in the center of the member w/washers at 4-0-0 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; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 20=232, 11=455. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Continued on page 2 ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD ACCOUNTS FOR DRIFTING SNOW. May 23,2019 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 b19901641 Truss TG02 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 4 21 HAMLET Job Reference (optional) I37195048 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 14:00:01 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-dogM5Yas5tO72Xio9?_t9y2ewqLz0hGxJHsnbZzDbbC NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1692 lb down and 87 lb up at 8-3-8, 1521 lb down and 68 lb up at 8-3-8, 1265 lb down and 70 lb up at 9-6-12, 1265 lb down and 70 lb up at 10-10-12, 1265 lb down and 70 lb up at 12-2-12, 1265 lb down and 70 lb up at 13-6-12, and 1265 lb down and 70 lb up at 14-10-12, and 1267 lb down and 69 lb up at 15-10-12 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: 1-5=-210, 6-10=-210, 11-20=-20 Concentrated Loads (lb) Vert: 16=-3213(F=-1692, B=-1521) 14=-1265(F) 13=-1265(F) 21=-1265(F) 22=-1265(F) 23=-1265(F) 24=-1267(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 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 b19901641 Truss TG03 Truss Type Roof Special Girder Qty 1 Ply 2 21 HAMLET Job Reference (optional) I37195049 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 14:00:02 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-5_EkJuaUrBW_ghH?ijV6i9alMEj7l8g5YxcL7?zDbbB Scale = 1:37.1 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 21 22 23 24 3x6 8x10 4x10 3x6 2x4 6x16 2x4 4x8 5x10 MT18HS12x12 2x4 4x10 2x4 4x8 2x4 3x6 6x16 6x8 6x8 3-6-15 3-6-15 7-0-2 3-5-3 10-5-6 3-5-3 13-10-9 3-5-3 17-2-0 3-3-7 19-4-8 2-2-8 21-10-8 2-6-0 3-6-15 3-6-15 7-0-2 3-5-3 10-5-6 3-5-3 13-10-9 3-5-3 17-2-0 3-3-7 19-4-8 2-2-8 21-10-8 2-6-0 3-6-11-11-62-0-83-6-10.25 12 Plate Offsets (X,Y)-- [9:0-3-8,0-3-0], [12:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 80.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.78 0.66 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.24 -0.40 0.09 0.05 (loc) 14-15 14-15 11 15 l/defl >999 >649 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 273 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 8-10: 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 10-11,2-18,3-16,4-15,6-14,8-14: 2x4 SPF-S Stud 1-18,3-18,3-15,6-15: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-4 oc purlins, except end verticals, and 2-0-0 oc purlins (3-7-1 max.): 1-7, 8-13. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)19=7084/Mechanical, 11=5380/0-5-8 Max Horz 19=69(LC 5) Max Uplift 19=-210(LC 4), 11=-166(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-19=-6921/237, 1-2=-7051/252, 2-3=-7051/252, 3-4=-12815/429, 4-6=-12815/429, 6-7=-614/21, 8-13=-530/40, 7-8=-775/36, 8-9=-7423/268 BOT CHORD 16-18=-394/11389, 15-16=-394/11389, 14-15=-395/11841, 13-14=-464/14040, 12-13=-475/14300, 11-12=-240/7421 WEBS 1-18=-297/9292, 2-18=-2480/110, 3-18=-5800/185, 3-15=-52/1907, 4-15=-2235/101, 6-15=-50/1303, 6-14=-22/1549, 6-8=-12404/426, 8-14=-2459/77, 8-12=-8270/283, 9-12=-139/4688, 9-11=-8850/304 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 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-1-12 to 21-8-12 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 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. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 19=210, 11=166. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Continued on page 2 ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD ACCOUNTS FOR DRIFTING SNOW. May 23,2019 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 b19901641 Truss TG03 Truss Type Roof Special Girder Qty 1 Ply 2 21 HAMLET Job Reference (optional) I37195049 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 14:00:02 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-5_EkJuaUrBW_ghH?ijV6i9alMEj7l8g5YxcL7?zDbbB NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1108 lb down and 37 lb up at 1-9-12, 1108 lb down and 37 lb up at 3-9-12, 1108 lb down and 37 lb up at 5-9-12, 1108 lb down and 37 lb up at 7-9-12, 1108 lb down and 37 lb up at 9-9-12, 1108 lb down and 37 lb up at 11-9-12, 1887 lb down and 62 lb up at 13-9-0, and 200 lb down and 7 lb up at 15-9-12, and 420 lb down and 14 lb up at 17-0-4 on top 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: 1-7=-140, 8-10=-140, 11-19=-13 Concentrated Loads (lb) Vert: 5=-1108 7=-420 2=-1108 6=-1887 20=-1108 21=-1108 22=-1108 23=-1108 24=-200 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 b19901641 Truss TG04 Truss Type Roof Special Girder Qty 1 Ply 3 21 HAMLET Job Reference (optional) I37195050 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 14:00:03 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-ZBo6WEb7cVerIqrBGQ1LFN7u3e2FUbREmbLufRzDbbA Scale = 1:37.1 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 3x6 8x10 4x8 3x6 2x4 5x12 2x4 4x10 5x10 MT18HS6x16 2x4 5x12 2x4 4x8 2x4 6x6 6x16 8x8 8x8 3-6-15 3-6-15 7-0-2 3-5-3 10-5-6 3-5-3 13-10-9 3-5-3 17-2-0 3-3-7 19-4-8 2-2-8 21-10-8 2-6-0 3-6-15 3-6-15 7-0-2 3-5-3 10-5-6 3-5-3 13-10-9 3-5-3 17-2-0 3-3-7 19-4-8 2-2-8 21-10-8 2-6-0 3-6-11-11-62-0-83-6-10.25 12 Plate Offsets (X,Y)-- [8:0-4-0,0-2-4], [9:0-3-8,Edge], [12:0-3-8,0-4-0], [18:0-6-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 80.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.91 0.74 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.27 -0.45 0.10 0.05 (loc) 14-15 14-15 11 14 l/defl >954 >580 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 410 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 8-10: 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 10-11,2-18,3-16,4-15,6-14,8-14: 2x4 SPF-S Stud 1-18,3-18,3-15,6-15: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-14 oc purlins, except end verticals, and 2-0-0 oc purlins (5-1-5 max.): 1-7, 8-13. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)19=11510/Mechanical, 11=9745/0-5-8 Max Horz 19=69(LC 4) Max Uplift 19=-408(LC 3), 11=-368(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-19=-10848/390, 1-2=-11477/418, 2-3=-11477/418, 3-4=-21023/749, 4-6=-21023/749, 6-7=-1059/41, 7-8=-946/40, 8-9=-13120/482 BOT CHORD 16-18=-701/18551, 15-16=-701/18551, 14-15=-727/19450, 13-14=-891/23989, 12-13=-909/24446, 11-12=-498/13118 WEBS 1-18=-535/15145, 2-18=-2593/114, 3-18=-9457/337, 3-16=-35/1353, 3-15=-117/3305, 4-15=-2452/103, 6-15=-81/2103, 6-14=-139/4230, 6-8=-20319/731, 8-14=-5075/183, 8-12=-13618/495, 9-12=-301/8601, 9-11=-15637/584 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, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 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. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 19=408, 11=368. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD ACCOUNTS FOR DRIFTING SNOW. May 23,2019 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 b19901641 Truss TG04 Truss Type Roof Special Girder Qty 1 Ply 3 21 HAMLET Job Reference (optional) I37195050 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 14:00:03 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-ZBo6WEb7cVerIqrBGQ1LFN7u3e2FUbREmbLufRzDbbA NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1108 lb down and 33 lb up at 1-11-8, 1108 lb down and 33 lb up at 3-11-8, 1108 lb down and 33 lb up at 5-11-8, 1108 lb down and 33 lb up at 7-11-8, 1108 lb down and 33 lb up at 9-11-8, 1108 lb down and 33 lb up at 11-11-8, 1887 lb down and 56 lb up at 13-10-8, and 200 lb down and 6 lb up at 15-11-8, and 419 lb down and 13 lb up at 17-0-4 on top chord, and 486 lb down and 22 lb up at 1-0-4, 486 lb down and 22 lb up at 2-4-4, 486 lb down and 22 lb up at 3-8-4, 486 lb down and 23 lb up at 5-0-4, 486 lb down and 23 lb up at 6-4-4, 486 lb down and 23 lb up at 7-8-4, 486 lb down and 23 lb up at 9-0-4, 486 lb down and 23 lb up at 10-4-4, 486 lb down and 23 lb up at 11-8-4, 486 lb down and 23 lb up at 13-0-4, 486 lb down and 23 lb up at 14-4-4, 486 lb down and 23 lb up at 15-8-4, 486 lb down and 24 lb up at 17-0-4, 486 lb down and 24 lb up at 18-4-4, and 486 lb down and 24 lb up at 19-8-4 , and 486 lb down and 24 lb up at 21-0-4 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: 1-7=-200, 8-10=-140, 11-19=-13 Concentrated Loads (lb) Vert: 5=-1108 7=-419 13=-486(B) 18=-486(B) 15=-486(B) 6=-1887 20=-1108 21=-1108 22=-1108 23=-1108 24=-1108 25=-200 26=-486(B) 27=-486(B) 28=-486(B) 29=-486(B) 30=-486(B) 31=-486(B) 32=-486(B) 33=-486(B) 34=-486(B) 35=-486(B) 36=-486(B) 37=-486(B) 38=-486(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 b19901641 Truss TG05 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 21 HAMLET Job Reference (optional) I37195051 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 14:00:04 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-1NMVjaclNoniv_QNq8Yanag412RBD3MO?F5SBtzDbb9 Scale = 1:29.1 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 2x4 5x6 3x4 3x4 4x8 3x4 4x8 6x8 5x8 5x8 6x16 2x4 4x8 4x6 4x6 4x6 4x8 2x4 2-3-14 2-3-14 4-6-0 2-2-2 6-7-8 2-1-8 9-1-0 2-5-8 11-8-4 2-7-4 14-3-8 2-7-4 17-0-8 2-9-0 2-3-14 2-3-14 4-6-0 2-2-2 6-7-8 2-1-8 9-1-0 2-5-8 11-8-4 2-7-4 14-3-8 2-7-4 17-0-8 2-9-0 3-6-11-4-111-4-113-6-1Plate Offsets (X,Y)-- [11:0-3-8,0-2-0], [16:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 80.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.83 0.50 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.22 -0.36 0.03 0.04 (loc) 14-15 14-15 10 14 l/defl >918 >554 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 209 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E *Except* 5-9: 2x4 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 7-14,8-12,9-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-11-7 max.): 1-4, 5-15, 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)18=2778/0-3-8, 10=1730/0-3-8 Max Horz 18=70(LC 5) Max Uplift 18=-76(LC 5), 10=-58(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-2726/96, 1-2=-1665/77, 2-3=-1665/77, 5-15=-449/39, 4-5=-779/31, 5-6=-8193/359, 6-7=-8193/359, 7-8=-6496/278, 8-9=-3711/159, 9-10=-1579/72 BOT CHORD 16-17=-132/2720, 15-16=-354/8313, 14-15=-377/8715, 12-14=-260/6496, 11-12=-141/3711 WEBS 1-17=-83/2808, 3-16=-110/3162, 3-5=-3587/170, 5-16=-6287/249, 6-14=-353/37, 7-14=-86/1821, 7-12=-1035/65, 8-12=-128/2989, 8-11=-1432/82, 9-11=-152/3765, 2-17=-723/43, 3-17=-1814/52, 5-14=-561/58 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 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-1-12 to 16-10-12 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 10. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) . The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) StandardContinued on page 2 ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD ACCOUNTS FOR DRIFTING SNOW. May 23,2019 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 b19901641 Truss TG05 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 21 HAMLET Job Reference (optional) I37195051 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 14:00:04 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-1NMVjaclNoniv_QNq8Yanag412RBD3MO?F5SBtzDbb9 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-380, 5-9=-140, 10-18=-13 Concentrated Loads (lb) Vert: 4=-420 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 b19901641 Truss TG06 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 21 HAMLET Job Reference (optional) I37195052 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 14:00:05 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-VZwtxwdN86vYX8?ZOr3pKoCQeSrRyfpXEvq?kKzDbb8 Scale = 1:22.3 1 2 3 4 5 6 11 10 9 8 7 12 2x4 3x4 4x6 2x4 4x6 3x8 2x4 2x4 3x8 5x12 3x4 2-1-1 2-1-1 4-0-7 1-11-5 5-10-0 1-9-9 8-2-0 2-4-0 2-1-1 2-1-1 4-0-7 1-11-5 5-10-0 1-9-9 8-2-0 2-4-0 1-4-113-6-1LOADING (psf) TCLL TCDL BCLL BCDL 80.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.14 0.24 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.03 0.01 0.00 (loc) 9 9 7 9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 82 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-4, 4-8, 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)11=699/0-3-8, 7=1071/Mechanical Max Horz 11=67(LC 5) Max Uplift 11=-32(LC 4), 7=-26(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-11=-612/56, 1-2=-970/86, 2-3=-970/86, 3-4=-1419/116, 4-5=-513/49, 6-7=-359/44 BOT CHORD 9-10=-115/1507, 8-9=-115/1507, 7-8=-103/1321 WEBS 1-10=-78/1009, 2-10=-259/40, 3-10=-607/49, 4-7=-1429/146 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 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 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 and C-C Exterior(2) 0-1-12 to 8-0-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 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) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 7. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) . 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: 1-4=-140, 5-6=-200, 7-11=-13 Continued on page 2 ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD ACCOUNTS FOR DRIFTING SNOW. May 23,2019 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 b19901641 Truss TG06 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 21 HAMLET Job Reference (optional) I37195052 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 14:00:05 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-VZwtxwdN86vYX8?ZOr3pKoCQeSrRyfpXEvq?kKzDbb8 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 5=-240 12=-200 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 b19901641 Truss TG07 Truss Type Roof Special Girder Qty 1 Ply 2 21 HAMLET Job Reference (optional) I37195053 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 14:00:06 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-_lTF8Gd?vQ1P9IamxZa2s?laer7ph0EhSZaYGmzDbb7 Scale = 1:11.5 1 2 3 6 5 478910 2x4 3x8 2x4 4x6 3x8 3x4 2-11-0 2-11-0 5-10-0 2-11-0 2-11-0 2-11-0 5-10-0 2-11-0 1-4-61-5-140.25 12 Plate Offsets (X,Y)-- [5:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 80.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.19 0.49 0.65 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.04 0.00 0.00 (loc) 5 5 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 48 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=1696/0-5-8, 4=1534/Mechanical Max Horz 6=13(LC 5) Max Uplift 6=-65(LC 3), 4=-60(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-1033/48, 1-2=-2234/88 BOT CHORD 4-5=-89/2231 WEBS 1-5=-92/2370, 2-5=-16/489, 2-4=-2386/95 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 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 595 lb down and 24 lb up at 0-8-12, 595 lb down and 25 lb up at 2-0-12, and 595 lb down and 25 lb up at 3-4-12, and 595 lb down and 25 lb up at 4-8-12 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: 1-3=-140, 4-6=-13 Continued on page 2 May 23,2019 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 b19901641 Truss TG07 Truss Type Roof Special Girder Qty 1 Ply 2 21 HAMLET Job Reference (optional) I37195053 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 14:00:06 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-_lTF8Gd?vQ1P9IamxZa2s?laer7ph0EhSZaYGmzDbb7 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 7=-595(F) 8=-595(F) 9=-595(F) 10=-595(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 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 b19901641 Truss TG08 Truss Type Hip Girder Qty 1 Ply 1 21 HAMLET Job Reference (optional) I37195054 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 14:00:06 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-_lTF8Gd?vQ1P9IamxZa2s?lWWr7Wh84hSZaYGmzDbb7 Scale = 1:19.0 1 2 3 4 5 6 8 79 4x10 4x6 3x6 3x6 2x4 4x6 2-2-8 2-2-8 6-2-0 3-11-8 8-4-8 2-2-8 -0-10-8 0-10-8 2-2-8 2-2-8 6-2-0 3-11-8 8-4-8 2-2-8 9-3-0 0-10-8 0-8-01-4-130-8-01-4-134.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-10], [3:0-5-0,0-1-13], [5:0-0-0,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.39 0.51 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.05 0.01 0.01 (loc) 7-8 7-8 5 7-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 32 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-2 oc purlins, except 2-0-0 oc purlins (5-1-3 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=802/0-3-8, 5=804/0-3-8 Max Horz 2=-10(LC 12) Max Uplift 2=-108(LC 3), 5=-108(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1302/143, 3-4=-1150/137, 4-5=-1285/141 BOT CHORD 2-8=-117/1130, 7-8=-118/1165, 5-7=-111/1115 WEBS 3-8=-14/266, 4-7=-13/265 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; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) except (jt=lb) 2=108, 5=108. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 173 lb down and 39 lb up at 2-2-8, and 85 lb down and 22 lb up at 4-3-4, and 173 lb down and 39 lb up at 6-1-4 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: 1-3=-100, 3-4=-100, 4-6=-100, 2-5=-20 Concentrated Loads (lb) Vert: 8=-173 7=-173 9=-85 May 23,2019 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 b19901641 Truss TG09 Truss Type Common Girder Qty 1 Ply 2 21 HAMLET Job Reference (optional) I37195055 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 14:00:07 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-Sy1dMcedgj9GmS9yVG5HPDIj6FX1QbNqhDJ6oCzDbb6 Scale = 1:15.5 1 2 3 456 7 8 3x4 4x6 3x4 2x4 4-2-4 4-2-4 8-4-8 4-2-4 4-2-4 4-2-4 8-4-8 4-2-4 0-8-02-0-120-8-04.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.27 0.23 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.01 0.00 (loc) 4 1-4 3 4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 53 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=834/0-3-8, 3=812/0-3-8 Max Horz 1=16(LC 11) Max Uplift 1=-44(LC 5), 3=-43(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1303/68, 2-3=-1303/67 BOT CHORD 1-4=-36/1135, 3-4=-36/1135 WEBS 2-4=0/522 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 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 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; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 170 lb down and 13 lb up at 1-0-12, 169 lb down and 14 lb up at 3-0-12, and 169 lb down and 14 lb up at 5-0-12, and 169 lb down and 14 lb up at 7-0-12 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=-100, 2-3=-100, 1-3=-20 Concentrated Loads (lb) Vert: 5=-170(F) 6=-169(F) 7=-169(F) 8=-169(F) May 23,2019 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 b19901641 Truss TG10 Truss Type Hip Girder Qty 2 Ply 2 21 HAMLET Job Reference (optional) I37195056 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 14:00:08 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-w8b?ZxfFR1H7Ock83zcWxQqqvfkQ9zFzwt3fLfzDbb5 Scale = 1:31.0 1 2 3 4 5 6 7 11 10 9 81213141516 4x6 4x6 4x6 4x8 4x6 4x8 2x4 4x6 4x6 3-3-8 3-3-8 8-6-0 5-2-8 13-8-8 5-2-8 17-0-0 3-3-8 -0-10-8 0-10-8 3-3-8 3-3-8 8-6-0 5-2-8 13-8-8 5-2-8 17-0-0 3-3-8 17-10-8 0-10-8 0-8-01-7-91-9-30-8-01-7-94.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-2], [6:Edge,0-1-2] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.52 0.80 0.49 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.18 -0.30 0.05 0.07 (loc) 9 9 6 9 l/defl >999 >672 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 131 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=1816/0-3-8, 6=1887/0-3-8 Max Horz 2=13(LC 3) Max Uplift 2=-208(LC 3), 6=-222(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4113/428, 3-4=-3611/397, 4-5=-3802/432, 5-6=-4332/468 BOT CHORD 2-11=-380/3740, 9-11=-631/5976, 8-9=-631/5976, 6-8=-404/3941 WEBS 3-11=-101/1222, 4-11=-2516/289, 4-9=-16/428, 4-8=-2320/253, 5-8=-118/1313 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 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 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; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=208, 6=222. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 356 lb down and 56 lb up at 3-3-8, 157 lb down and 29 lb up at 5-4-4, 157 lb down and 29 lb up at 7-4-4, 157 lb down and 29 lb up at 9-4-4, 157 lb down and 29 lb up at 11-4-4, and 157 lb down and 29 lb up at 13-4-4, and 356 lb down and 56 lb up at 13-7-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 May 23,2019 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 b19901641 Truss TG10 Truss Type Hip Girder Qty 2 Ply 2 21 HAMLET Job Reference (optional) I37195056 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 14:00:08 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-w8b?ZxfFR1H7Ock83zcWxQqqvfkQ9zFzwt3fLfzDbb5 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-100, 3-5=-100, 5-7=-100, 2-6=-20 Concentrated Loads (lb) Vert: 11=-356 8=-199 12=-157 13=-157 14=-157 15=-157 16=-313 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 b19901641 Truss TG11 Truss Type Half Hip Girder Qty 1 Ply 2 21 HAMLET Job Reference (optional) I37195057 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 14:00:09 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-OK9OnHgtCLP_0lJLdh7lUeN?o3AEuTy79XoDt5zDbb4 Scale = 1:20.5 1 2 3 4 7 6 5 8 9 104x6 2x4 8x10 3x8 2x4 4x6 3x4 0-9-8 0-9-8 3-11-8 3-2-0 0-9-8 0-9-8 3-11-8 3-2-0 1-6-01-6-43-6-10.25 12 LOADING (psf) TCLL TCDL BCLL BCDL 80.0 25.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.57 0.44 0.27 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.00 0.00 (loc) 5-6 5-6 5 5-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 49 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 2-6, 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=1705/Mechanical, 5=1571/Mechanical Max Horz 7=66(LC 4) Max Uplift 7=-75(LC 3), 5=-81(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-40/1814, 2-3=-321/22, 4-5=-332/39 BOT CHORD 6-7=-71/1189, 5-6=-74/1162 WEBS 2-7=-2084/90, 2-5=-1250/68 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 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 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; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 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) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1062 lb down and 30 lb up at 0-11-0, and 706 lb down and 26 lb up at 1-10-4, and 706 lb down and 26 lb up at 3-2-4 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=-140, 3-4=-140, 5-7=-13 Continued on page 2 May 23,2019 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 b19901641 Truss TG11 Truss Type Half Hip Girder Qty 1 Ply 2 21 HAMLET Job Reference (optional) I37195057 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 14:00:09 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-OK9OnHgtCLP_0lJLdh7lUeN?o3AEuTy79XoDt5zDbb4 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 6=-1062(F) 8=-240 9=-706(F) 10=-706(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 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 b19901641 Truss TG12 Truss Type Common Girder Qty 1 Ply 2 21 HAMLET Job Reference (optional) I37195058 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 14:00:10 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-sXjm_dhWzeXrdvuXAOf_1rv9JTaEdtuGNBYmPXzDbb3 Scale = 1:27.5 1 2 3 4 5 8 7 6 4x6 3x4 3x4 6x8 5x6 5x6 6-3-4 6-3-4 12-6-8 6-3-4 -1-2-8 1-2-8 6-3-4 6-3-4 12-6-8 6-3-4 13-9-0 1-2-8 2-2-44-3-52-2-44.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-8], [4:0-2-14,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.59 0.07 0.48 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.05 0.00 0.02 (loc) 7 7 6 7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 118 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 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)8=1660/0-3-8, 6=1660/0-3-8 Max Horz 8=31(LC 5) Max Uplift 8=-290(LC 3), 6=-290(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2026/403, 3-4=-2026/403, 2-8=-1574/312, 4-6=-1574/312 WEBS 3-7=-187/744, 2-7=-325/1746, 4-7=-326/1746 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 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 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; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=290, 6=290. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 790 lb down and 221 lb up at 6-0-0, and 790 lb down and 221 lb up at 6-5-12 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=-100, 2-3=-100, 3-4=-100, 4-5=-100, 6-8=-20 Concentrated Loads (lb) Vert: 7=-1580 May 23,2019 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 b19901641 Truss TG13 Truss Type Hip Girder Qty 1 Ply 2 21 HAMLET Job Reference (optional) I37195059 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 14:00:12 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-ovrWPJimVGnZtD1wIphS6G?WRG8?5hjZrV1tUQzDbb1 Scale = 1:60.1 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10181920212223 5x12 3x6 2x4 4x6 3x12 5x12 2x4 3x4 5x12 4x8 2x4 3x6 3x12 4x6 4x6 6-0-0 6-0-0 13-5-2 7-5-2 20-10-4 7-5-2 27-3-0 6-4-12 33-3-0 6-0-0 -1-2-8 1-2-8 6-0-0 6-0-0 13-5-2 7-5-2 20-10-4 7-5-2 27-3-0 6-4-12 33-3-0 6-0-0 34-5-8 1-2-8 2-2-44-0-114-2-42-2-44-0-114.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-0], [3:0-6-0,0-1-11], [16:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.55 0.63 0.84 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.14 -0.25 0.01 0.07 (loc) 14-16 14-16 12 14-16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 304 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 6-14: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)17=2373/0-3-8, 12=4392/0-3-8, 10=395/0-3-8 Max Horz 17=-30(LC 14) Max Uplift 17=-386(LC 3), 12=-598(LC 4), 10=-74(LC 9) Max Grav 17=2374(LC 9), 12=4392(LC 1), 10=409(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3290/559, 3-4=-3065/528, 4-6=-3062/527, 6-7=-105/330, 7-8=-136/384, 2-17=-2367/421, 8-10=-319/155 BOT CHORD 14-16=-470/3028, 12-14=-1298/237, 11-12=-1298/237 WEBS 3-16=-118/435, 4-14=-820/154, 6-14=-768/4863, 6-12=-3552/536, 6-11=-132/1338, 7-11=-602/130, 2-16=-492/3071, 8-11=-383/158 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 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 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; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 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) 10 except (jt=lb) 17=386, 12=598. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 790 lb down and 221 lb up at 6-0-0, 306 lb down and 67 lb up at 8-0-12, 306 lb down and 67 lb up at 10-0-12, 306 lb down and 67 lb up at 12-0-12, 306 lb down and 67 lb up at 14-0-12, 306 lb down and 67 lb up at 16-0-12, and 306 lb down and 67 lb up at 18-0-12, and 306 lb down and 67 lb up at 20-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 May 23,2019 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 b19901641 Truss TG13 Truss Type Hip Girder Qty 1 Ply 2 21 HAMLET Job Reference (optional) I37195059 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu May 23 14:00:12 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-ovrWPJimVGnZtD1wIphS6G?WRG8?5hjZrV1tUQzDbb1 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-100, 2-3=-100, 3-7=-100, 7-8=-100, 8-9=-100, 10-17=-20 Concentrated Loads (lb) Vert: 15=-306 16=-790 18=-306 19=-306 20=-306 21=-306 22=-306 23=-306 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