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Home My WebLink AboutGN010.116023 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). February 3,2020 Liu, Xuegang Pages or sheets covered by this seal: I40125481 thru I40125507 My license renewal date for the state of Indiana is July 31, 2020. B19903533 266 JACKSON GRANT 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 RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903533 Truss GE01 Truss Type Roof Special Structural Gable Qty 1 Ply 1 266 JACKSON GRANT Job Reference (optional) I40125481 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Feb 3 12:41:03 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-WH67qPmnRn46uNEisv32_CjlOszL9QtqExaIePzorT_ Scale = 1:61.2 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 67 14 13 11 9 8 23 24 12 10 4x6 5x6 5x6 3x8 4x10 4x10 3x4 3x4 2-3-82-3-8 4-3-82-0-0 8-3-84-0-0 12-3-84-0-0 14-3-82-0-0 16-7-02-3-8 -0-10-8 0-10-8 2-3-8 2-3-8 8-3-8 6-0-0 14-3-8 6-0-0 16-7-0 2-3-8 17-5-8 0-10-8 1-4-09-7-81-4-01-0-012.00 12 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.36 0.11 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 0.01 (loc) 13 9 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 244 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-14,6-8: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-11 REACTIONS.All bearings 0-3-8 except (jt=length) 11=8-0-0. (lb) - Max Horz 14=-191(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 11, 14, 8 Max Grav All reactions 250 lb or less at joint(s) 12, 10 except 11=664(LC 1), 14=309(LC 23), 8=309(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 13-14=-155/346, 12-13=-129/302, 11-12=-129/302 WEBS 4-11=-415/40, 5-11=-267/139, 3-11=-314/153, 3-14=-390/21, 5-8=-390/24 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-10-8 to 2-4-12, Interior(1) 2-4-12 to 8-3-8, Exterior(2R) 8-3-8 to 11-3-8, Interior(1) 11-3-8 to 17-5-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 14, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 14, 8. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. February 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903533 Truss GE02 Truss Type Monopitch Supported Gable Qty 1 Ply 1 266 JACKSON GRANT Job Reference (optional) I40125482 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Feb 3 12:41:04 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-_UgV2lmPC5CzWWpvPcaHXPFwZGHnuxzzTbJs9rzorSz Scale = 1:14.5 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 2x4 2x4 3x6 3x4 -0-10-8 0-10-8 4-9-8 4-9-8 0-9-02-4-34.00 12 Plate Offsets (X,Y)-- [2:0-4-5,0-0-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.33 0.23 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.01 0.00 (loc) 1 1 5 l/defl n/r n/r n/a L/d 120 120 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 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 2-5-9 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=183/4-9-8, 2=245/4-9-8 Max Horz 2=53(LC 9) Max Uplift 2=-16(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3E) -0-10-8 to 2-1-8, Exterior(2N) 2-1-8 to 4-8-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. February 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903533 Truss GE03 Truss Type Monopitch Supported Gable Qty 1 Ply 1 266 JACKSON GRANT Job Reference (optional) I40125483 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Feb 3 12:41:06 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-wsoGTRogkiShlqzHX1clcqLIn4zWMqGGwvozEjzorSx Scale = 1:19.7 Sheet Front Full Sheathing 1 Ply 7/16OSB8 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 7 6 2x4 2x4 3x6 3x4 2x4 2x4 -0-10-8 0-10-8 6-7-8 6-7-8 0-9-02-11-84.00 12 Plate Offsets (X,Y)-- [2:0-4-5,0-0-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.22 0.15 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 1 1 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 72 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 2-5-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=3/6-7-8, 2=213/6-7-8, 7=358/6-7-8 Max Horz 2=70(LC 9) Max Uplift 6=-8(LC 11), 2=-12(LC 12), 7=-4(LC 12) Max Grav 6=6(LC 12), 2=213(LC 1), 7=358(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-7=-263/310 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3E) -0-10-8 to 2-1-8, Exterior(2N) 2-1-8 to 6-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 2, 7. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. February 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903533 Truss GE04 Truss Type Common Supported Gable Qty 1 Ply 1 266 JACKSON GRANT Job Reference (optional) I40125484 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Feb 3 12:41:10 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-oe1nIorAnxy7ERG3mthhmgV0nhNxIalsrXmANVzorSt Scale = 1:51.8 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 14 26 27 4x6 3x6 21-9-821-9-8 -0-10-8 0-10-8 10-10-12 10-10-12 21-9-8 10-10-12 22-8-0 0-10-8 1-0-88-3-111-0-88.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.10 0.05 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 12 12 14 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 297 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 21-9-8. (lb) - Max Horz 25=-143(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 25, 14, 20, 21, 23, 24, 18, 17, 16, 15 Max Grav All reactions 250 lb or less at joint(s) 25, 14, 19, 20, 21, 23, 24, 18, 17, 16, 15 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3E) -0-10-8 to 2-1-8, Exterior(2N) 2-1-8 to 10-10-12, Corner(3R) 10-10-12 to 13-10-12, Exterior(2N) 13-10-12 to 22-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 25, 14, 20, 21, 23, 24, 18, 17, 16, 15. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. February 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903533 Truss GE05 Truss Type Common Structural Gable Qty 1 Ply 1 266 JACKSON GRANT Job Reference (optional) I40125485 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Feb 3 12:41:13 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-DDjvxqt34sLi5v?dR?EOOJ7K0uCKVqUIXV?q_qzorSq Scale = 1:85.6 Sheet Back Full Sheathing1 Ply 7/16OSB8 12 3 4 5 6 7 8 9 20 19 18 17 15 14 13 12 11 10 54 55 56 57 58 59 16 60 3x6 7x16 MT18HS 6x16 3x6 4x8 3x4 4x6 4x6 4x6 12x12 3x4 5x6 3x6 11-6-311-6-3 21-9-810-3-5 22-9-131-0-5 34-4-011-6-3 -0-10-8 0-10-8 8-8-4 8-8-4 17-2-0 8-5-12 25-7-12 8-5-12 34-4-0 8-8-4 35-2-8 0-10-8 1-0-812-5-131-0-88.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-0], [2:0-1-12,0-1-3], [5:0-8-0,0-10-1], [8:0-3-0,Edge], [18:0-4-0,0-1-4], [18:0-0-0,0-1-12], [24:0-1-4,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.93 0.77 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.41 -0.72 0.02 (loc) 19-20 19-20 10 l/defl >625 >360 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 700 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 18-20: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 6-15,4-19: 2x3 SPF No.2, 2-20,8-10: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 *Except* 5-21: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-15, 4-20 REACTIONS.All bearings 12-10-0 except (jt=length) 20=0-3-8, 16=0-3-8. (lb) - Max Horz 20=209(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 20, 10 except 15=-150(LC 12) Max Grav All reactions 250 lb or less at joint(s) 14, 13, 12, 11 except 15=1027(LC 1), 20=1087(LC 17), 10=440(LC 24), 16=679(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-804/144, 4-5=-1026/156, 6-8=-471/216, 2-20=-661/127, 8-10=-485/166 BOT CHORD 19-20=0/1010, 16-19=0/407, 15-16=0/407 WEBS 5-15=-913/0, 6-15=-488/174, 5-19=-15/1009, 4-19=-452/171, 4-20=-500/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 17-2-0, Exterior(2R) 17-2-0 to 20-2-0, Interior(1) 20-2-0 to 35-2-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are MT20 plates unless otherwise indicated. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 10 except (jt=lb) 15=150. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. February 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903533 Truss GE06 Truss Type Common Structural Gable Qty 1 Ply 1 266 JACKSON GRANT Job Reference (optional) I40125486 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Feb 3 12:41:17 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-5_yQmBwZ84r7aWJPgrJKY9I02Vb2RfKuS7z27bzorSm Scale = 1:85.6 Sheet Front Full Sheathing1 Ply 7/16OSB8 12 3 4 5 6 7 8 9 24 23 22 21 20 19 18 17 16 15 14 13 11 10 54 55 56 12 57 58 59 3x6 7x16 MT18HS 6x16 3x6 3x6 4x6 4x6 3x4 4x6 5x6 3x4 12x12 3x6 11-6-311-6-3 20-8-09-1-13 22-9-132-1-13 34-4-011-6-3 -0-10-8 0-10-8 8-8-4 8-8-4 17-2-0 8-5-12 25-7-12 8-5-12 34-4-0 8-8-4 35-2-8 0-10-8 1-0-812-5-131-0-88.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [5:0-8-0,0-10-1], [8:0-1-12,0-1-3], [10:Edge,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.93 0.72 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.47 -0.80 0.02 (loc) 10-11 10-11 10 l/defl >350 >206 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 700 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 10-14: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 6-11,4-19: 2x3 SPF No.2, 2-24,8-10: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 *Except* 5-15: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-19, 6-10 REACTIONS.All bearings 20-8-0 except (jt=length) 10=0-3-8, 12=0-3-8. (lb) - Max Horz 24=209(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 19, 24, 10, 13 except 12=-247(LC 16) Max Grav All reactions 250 lb or less at joint(s) 15, 16, 18, 20, 21, 22, 23, 13, 12 except 19=1233(LC 17), 24=441(LC 23), 10=1106(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-471/216, 5-6=-1045/136, 6-8=-831/141, 2-24=-485/166, 8-10=-676/125 BOT CHORD 18-19=0/385, 16-18=0/385, 15-16=0/385, 13-15=0/385, 12-13=0/385, 11-12=0/385, 10-11=0/876 WEBS 5-11=0/992, 6-11=-455/172, 5-19=-847/0, 4-19=-488/174, 6-10=-442/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 17-2-0, Exterior(2R) 17-2-0 to 20-2-0, Interior(1) 20-2-0 to 35-2-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are MT20 plates unless otherwise indicated. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 24, 10, 13 except (jt=lb) 12=247. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. February 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903533 Truss GE07 Truss Type Common Structural Gable Qty 1 Ply 1 266 JACKSON GRANT Job Reference (optional) I40125487 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Feb 3 12:41:19 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-2M4ABtyqgi5rpqSnoGLoeaNLQJEhvYPBwRS9BTzorSk Scale = 1:85.6 Sheet Back Full Sheathing1 Ply 7/16OSB8 12 3 4 5 6 7 8 9 22 20 19 18 16 15 14 13 12 11 10 55 56 21 57 58 59 17 60 3x6 7x16 MT18HS 6x16 3x6 4x8 3x4 4x6 3x6 4x6 12x12 3x4 5x6 3x6 1-6-01-6-0 11-6-310-0-3 20-8-09-1-13 22-9-132-1-13 34-4-011-6-3 -0-10-8 0-10-8 8-8-4 8-8-4 17-2-0 8-5-12 25-7-12 8-5-12 34-4-0 8-8-4 35-2-8 0-10-8 1-0-812-5-131-0-88.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-0], [2:0-1-12,0-1-3], [5:0-8-0,0-10-1], [8:0-3-0,Edge], [19:0-4-0,0-1-4], [19:0-0-0,0-1-12], [26:0-1-4,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.93 0.84 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.25 -0.41 0.02 (loc) 20-21 20-21 10 l/defl >908 >551 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 706 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 10-18: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 6-15,4-20: 2x3 SPF No.2, 2-22,8-10: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 *Except* 5-23: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-15, 4-22 REACTIONS.All bearings 13-11-8 except (jt=length) 22=1-9-8, 21=0-3-8, 17=0-3-8. (lb) - Max Horz 22=209(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 15, 10 except 22=-137(LC 12), 16=-719(LC 16) Max Grav All reactions 250 lb or less at joint(s) 14, 13, 12, 11 except 15=1224(LC 19), 22=744(LC 1), 10=434(LC 24), 21=521(LC 16), 17=1004(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-511/229, 4-5=-908/185, 6-8=-466/213, 2-22=-510/174, 8-10=-482/165 BOT CHORD 21-22=0/906, 20-21=0/906, 17-20=0/363, 16-17=0/363, 15-16=0/363 WEBS 5-15=-879/0, 6-15=-489/173, 5-20=-49/881, 4-20=-446/175, 4-22=-702/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 17-2-0, Exterior(2R) 17-2-0 to 20-2-0, Interior(1) 20-2-0 to 35-2-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are MT20 plates unless otherwise indicated. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 10 except (jt=lb) 22=137, 16=719. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. February 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903533 Truss GE08 Truss Type ROOF SPECIAL STRUCTU Qty 1 Ply 1 266 JACKSON GRANT Job Reference (optional) I40125488 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Feb 3 12:41:23 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-w8Jh1F?KjwbHIRmY16QkoQY9vworrQrmq3QMKEzorSg Scale = 1:68.3 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 25 24 23 22 21 20 19 18 17 16 15 14 13 12 36 37 38 39 40 41 3x6 4x6 3x6 5x6 3x6 5x6 3x8 3x4 10x10 3x6 3x4 10x10 3x6 3x4 3x4 2-3-82-3-8 14-3-011-11-8 26-2-811-11-8 28-6-02-3-8 -0-10-8 0-10-8 2-3-8 2-3-8 8-3-4 5-11-12 14-3-0 5-11-12 20-2-12 5-11-12 26-2-8 5-11-12 28-6-0 2-3-8 29-4-8 0-10-8 1-0-810-6-81-0-81-0-08.00 12 6.00 12 Plate Offsets (X,Y)-- [5:0-2-3,0-5-0], [7:0-2-3,0-5-0], [13:0-4-4,0-2-8], [24:0-4-4,0-2-8], [26:0-1-4,0-1-0], [28:0-1-4,0-1-0], [32:0-1-4,0-1-0], [34:0-1-4,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.39 0.12 0.50 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 0.01 (loc) 23-24 23-24 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 428 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-25,10-12: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-18 REACTIONS.All bearings 28-6-0 except (jt=length) 12=0-3-8. (lb) - Max Horz 25=180(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 24, 13, 25, 12 except 18=-102(LC 12) Max Grav All reactions 250 lb or less at joint(s) 25, 19, 21, 22, 23, 17, 16, 15, 14, 12 except 24=534(LC 17), 13=476(LC 18), 18=833(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 23-24=-52/250, 22-23=-52/250, 21-22=-52/250, 19-21=-52/250, 18-19=-52/250 WEBS 6-18=-386/0, 7-18=-320/121, 8-13=-259/113, 5-18=-320/121, 4-24=-272/116 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-10-8 to 2-4-12, Interior(1) 2-4-12 to 14-3-0, Exterior(2R) 14-3-0 to 17-3-0, Interior(1) 17-3-0 to 29-4-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24, 13, 25, 12 except (jt=lb) 18=102. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. February 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903533 Truss M01 Truss Type MONO TRUSS Qty 9 Ply 1 266 JACKSON GRANT Job Reference (optional) I40125489 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Feb 3 12:41:24 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-OKt3Ea0yUEj8wbLlapxzLd4FiK2ka_ww3i9vthzorSf Scale = 1:19.7 1 2 3 4 53x6 3x4 3x4 2x4 2x4 6-7-86-7-8 -0-10-8 0-10-8 6-7-8 6-7-8 0-9-02-11-84.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-0-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.71 0.46 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.22 0.00 (loc) 2-5 2-5 5 l/defl >722 >361 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 3-5-2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=317/0-3-8, 5=257/0-3-8 Max Horz 2=70(LC 9) Max Uplift 2=-13(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 6-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. February 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903533 Truss T01 Truss Type Common Qty 16 Ply 1 266 JACKSON GRANT Job Reference (optional) I40125490 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Feb 3 12:41:27 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-pvZCtc2rn95in33KGyUgyGijUXydnGnMlgOaT0zorSc Scale = 1:75.7 12 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 18 19 20 21 22 3x6 4x8 3x6 5x12 4x6 4x6 3x6 3x8 3x4 2x4 3x4 2x4 5x12 4x6 4x6 3x6 8-8-48-8-4 17-2-08-5-12 25-7-128-5-12 34-4-08-8-4 -0-10-8 0-10-8 8-8-4 8-8-4 17-2-0 8-5-12 25-7-12 8-5-12 34-4-0 8-8-4 35-2-8 0-10-8 1-0-812-5-131-0-88.00 12 Plate Offsets (X,Y)-- [2:0-8-5,Edge], [10:0-8-5,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.93 0.90 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.34 0.09 (loc) 10-12 10-12 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 169 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 1-5,7-11: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 8-12,4-16: 2x3 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E 5-4-9, Right 2x8 SP 2400F 2.0E 5-4-9 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-14, 4-14 REACTIONS.(lb/size)2=1426/0-3-8, 10=1426/0-3-8 Max Horz 2=188(LC 11) Max Grav 2=1647(LC 17), 10=1647(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2173/26, 4-6=-1506/115, 6-8=-1506/115, 8-10=-2173/0 BOT CHORD 2-16=0/1789, 14-16=0/1789, 12-14=0/1664, 10-12=0/1664 WEBS 6-14=-4/1097, 8-14=-727/89, 8-12=0/488, 4-14=-727/89, 4-16=0/488 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 17-2-0, Exterior(2R) 17-2-0 to 20-2-0, Interior(1) 20-2-0 to 35-2-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. February 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903533 Truss T02 Truss Type Common Qty 1 Ply 1 266 JACKSON GRANT Job Reference (optional) I40125491 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Feb 3 12:41:29 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-lIgyII45JmMQ0MDiNNX92hn5fLjFF1VfD_tgYuzorSa Scale = 1:82.3 12 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 19 20 21 22 23 3x6 5x8 3x6 4x10 5x6 5x6 3x6 2x4 3x4 3x12 3x4 2x4 4x10 5x6 5x6 3x6 10-4-610-4-6 20-6-410-1-14 27-3-146-9-10 34-4-07-0-2 -0-10-8 0-10-8 8-8-4 8-8-4 17-2-0 8-5-12 25-7-12 8-5-12 34-4-0 8-8-4 35-2-8 0-10-8 1-0-812-5-131-0-88.00 12 Plate Offsets (X,Y)-- [2:0-8-1,0-0-3], [6:0-5-4,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.82 0.63 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.31 -0.51 0.02 (loc) 2-16 2-16 9 l/defl >785 >481 n/a L/d 240 180 n/a PLATES MT20 Weight: 166 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-15: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 4-13,6-13: 2x4 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E 5-4-10, Right 2x8 SP 2400F 2.0E 4-7-4 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-13, 6-13, 8-13 REACTIONS.(lb/size)2=821/0-3-8, 13=1507/0-3-8, 9=523/0-3-8 Max Horz 2=-188(LC 10) Max Uplift 2=-25(LC 12), 9=-39(LC 12) Max Grav 2=928(LC 17), 13=1800(LC 18), 9=545(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-946/81, 6-8=-47/342, 8-9=-500/84 BOT CHORD 2-16=0/821, 13-16=0/956, 9-12=0/291 WEBS 4-16=0/605, 4-13=-1057/43, 6-13=-561/0, 8-13=-681/121, 8-12=0/386 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 17-2-0, Exterior(2R) 17-2-0 to 20-2-0, Interior(1) 20-2-0 to 35-2-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 9. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. February 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903533 Truss T03 Truss Type Common Qty 6 Ply 1 266 JACKSON GRANT Job Reference (optional) I40125492 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Feb 3 12:41:31 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-hgoji_5LrOc8FgN5VnZd76tQM9Khj?OygIMncnzorSY Scale = 1:77.7 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 19 20 21 3x6 5x6 3x6 3x4 4x8 3x8 3x4 2x4 3x4 3x4 3x12 5x6 5x6 3x6 6x8 8-3-128-3-12 19-0-410-8-8 24-6-45-6-0 32-10-08-3-12 -0-10-8 0-10-8 8-3-12 8-3-12 16-5-0 8-1-4 24-6-4 8-1-4 32-10-0 8-3-12 33-8-8 0-10-8 1-0-811-11-131-0-88.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [9:0-8-5,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.87 0.89 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.38 -0.64 0.02 (loc) 12-15 12-15 9 l/defl >603 >353 n/a L/d 240 180 n/a PLATES MT20 Weight: 152 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-12,3-12: 2x4 SPF No.2, 2-16: 2x4 SPF-S Stud SLIDER Right 2x8 SP 2400F 2.0E 5-1-14 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12, 7-12, 3-12 REACTIONS.(lb/size)16=812/0-3-8, 12=1321/0-3-8, 9=596/0-3-8 Max Horz 16=-193(LC 10) Max Uplift 16=-45(LC 12), 9=-59(LC 12) Max Grav 16=851(LC 17), 12=1619(LC 17), 9=656(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-938/87, 7-9=-585/125, 2-16=-747/89 BOT CHORD 15-16=-101/490, 12-15=0/787, 11-12=-10/389, 9-11=-10/389 WEBS 5-12=-462/0, 7-12=-706/98, 7-11=0/357, 3-12=-852/65, 3-15=0/472, 2-15=0/418 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 16-5-0, Exterior(2R) 16-5-0 to 19-5-0, Interior(1) 19-5-0 to 33-8-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 9. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. February 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903533 Truss T04 Truss Type Roof Special Qty 1 Ply 1 266 JACKSON GRANT Job Reference (optional) I40125493 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Feb 3 12:41:34 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-5FUrL?8E7J_j676gAw6KlkV?pMRmwIhOMGaRD6zorSV Scale = 1:70.1 12 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 3x6 4x6 5x12 3x6 2x4 6x10 5x6 5x8 3x6 5x6 3x8 3x4 3x4 3x8 3x4 3x4 2x4 2-3-82-3-8 8-3-45-11-12 14-3-05-11-12 19-7-145-4-14 25-0-125-4-14 28-0-82-11-12 28-6-00-5-8 -0-10-8 0-10-8 2-3-8 2-3-8 8-3-4 5-11-12 14-3-0 5-11-12 19-7-14 5-4-14 25-0-12 5-4-14 28-6-0 3-5-4 1-0-83-4-010-6-82-6-120-9-40-2-122-4-08.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-5-7,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.54 0.55 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.17 0.13 (loc) 15 17-18 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 126 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E 2-6-12 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-11 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 9-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 11-12. REACTIONS.(lb/size)11=1130/Mechanical, 2=1192/0-3-8 Max Horz 2=177(LC 11) Max Uplift 2=-1(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2706/70, 4-6=-1625/34, 6-7=-1169/90, 7-8=-1156/96, 8-9=-1582/32, 10-11=-955/0 BOT CHORD 2-18=-140/2056, 17-18=-125/1769, 15-17=-26/1304, 14-15=-4/1254, 13-14=-9/1662, 12-13=-6/1666 WEBS 4-18=-8/959, 4-17=-520/102, 6-17=0/340, 6-15=-568/74, 7-15=-18/871, 8-15=-544/63, 8-14=0/345, 9-14=-435/28, 9-12=-1803/0, 10-12=0/874 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-10-8 to 2-4-12, Interior(1) 2-4-12 to 14-3-0, Exterior(2R) 14-3-0 to 17-3-0, Interior(1) 17-3-0 to 28-4-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2. 9) This truss is designed in accordance with the 2018 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. February 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903533 Truss T05 Truss Type Roof Special Qty 1 Ply 1 266 JACKSON GRANT Job Reference (optional) I40125494 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Feb 3 12:41:35 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-aR2DYL8suc6akHhskdeZHy1A0mnnflxXbwK?mYzorSU Scale = 1:67.2 12 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 3x6 4x6 6x10 2x4 3x6 6x10 5x6 5x8 3x6 3x8 3x4 3x4 3x8 2x4 2-3-82-3-8 8-3-45-11-12 14-3-05-11-12 22-0-127-9-12 28-6-06-5-4 -0-10-8 0-10-8 2-3-8 2-3-8 8-3-4 5-11-12 14-3-0 5-11-12 22-0-12 7-9-12 28-6-0 6-5-4 1-0-85-4-010-6-84-4-01-0-08.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-5-7,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.57 0.56 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.26 0.12 (loc) 11-12 11-12 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 122 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-8,1-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E 2-6-12 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-5 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 8-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-12, 8-10 REACTIONS.(lb/size)10=1130/Mechanical, 2=1192/0-3-8 Max Horz 2=197(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2714/125, 4-6=-1621/32, 6-7=-1175/88, 7-8=-1202/70 BOT CHORD 2-15=-261/2065, 14-15=-229/1776, 12-14=-92/1298, 11-12=-38/1440, 10-11=-36/1444 WEBS 4-15=-58/965, 4-14=-528/140, 6-14=0/323, 6-12=-552/81, 7-12=0/783, 8-12=-617/59, 8-11=0/312, 8-10=-1688/11 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-10-8 to 2-4-12, Interior(1) 2-4-12 to 14-3-0, Exterior(2R) 14-3-0 to 17-3-0, Interior(1) 17-3-0 to 28-4-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) This truss is designed in accordance with the 2018 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. February 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903533 Truss T06 Truss Type Roof Special Qty 1 Ply 1 266 JACKSON GRANT Job Reference (optional) I40125495 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Feb 3 12:41:37 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-Wq9_z1A6QEMIzbqFr2g1MN7WkZO37eEq3Ep6qRzorSS Scale = 1:67.2 12 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 19 20 3x6 4x6 4x6 2x4 3x6 8x8 5x6 6x6 3x6 4x6 3x4 3x4 3x8 3x8 4x6 2-3-82-3-8 8-3-45-11-12 14-3-05-11-12 19-0-124-9-12 28-6-09-5-4 -0-10-8 0-10-8 2-3-8 2-3-8 8-3-4 5-11-12 14-3-0 5-11-12 19-0-12 4-9-12 23-8-2 4-7-6 28-6-0 4-9-14 1-0-87-4-010-6-86-4-01-0-08.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-3-5,0-2-4], [12:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.56 0.89 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.37 -0.63 0.12 (loc) 11-12 11-12 11 l/defl >915 >543 n/a L/d 240 180 n/a PLATES MT20 Weight: 130 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E 2-6-12 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-8 oc purlins, except end verticals, and 2-0-0 oc purlins (4-11-13 max.): 8-10. BOT CHORD Rigid ceiling directly applied or 9-7-15 oc bracing. WEBS 1 Row at midpt 6-13, 9-11 REACTIONS.(lb/size)11=1130/Mechanical, 2=1192/0-3-8 Max Horz 2=221(LC 11) Max Uplift 11=-2(LC 9) Max Grav 11=1271(LC 17), 2=1296(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3085/168, 4-6=-1781/27, 6-7=-1244/93, 7-8=-1233/88, 8-9=-1345/46 BOT CHORD 2-16=-374/2458, 15-16=-326/2107, 13-15=-154/1526, 12-13=-68/1377, 11-12=-76/818 WEBS 4-16=-110/1187, 4-15=-596/177, 6-15=0/382, 6-13=-684/86, 7-13=-17/1025, 8-13=-659/39, 8-12=-435/99, 9-12=0/922, 9-11=-1283/65 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-10-8 to 2-4-12, Interior(1) 2-4-12 to 14-3-0, Exterior(2R) 14-3-0 to 17-3-0, Interior(1) 17-3-0 to 28-4-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11. 9) This truss is designed in accordance with the 2018 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. February 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903533 Truss T07 Truss Type ROOF SPECIAL Qty 1 Ply 1 266 JACKSON GRANT Job Reference (optional) I40125496 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Feb 3 12:41:38 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-_0jMANBkBXU9blPRPlBGvafg?zlTs63_HuYfMtzorSR Scale = 1:67.2 12 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 19 20 3x6 4x6 4x10 3x4 3x6 8x8 5x6 6x6 3x6 4x6 3x4 3x4 4x8 3x4 3x6 2-3-82-3-8 8-3-45-11-12 16-0-127-9-8 22-3-66-2-10 28-6-06-2-10 -0-10-8 0-10-8 2-3-8 2-3-8 8-3-4 5-11-12 14-3-0 5-11-12 16-0-12 1-9-12 22-3-6 6-2-10 28-6-0 6-2-10 1-0-89-4-010-6-88-4-01-0-08.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-2-13,0-1-8], [9:0-2-8,0-1-8], [10:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.59 0.76 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.27 0.12 (loc) 13-15 13-15 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 144 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 8-12,9-11: 2x4 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E 2-6-12 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-10 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 8-10. BOT CHORD Rigid ceiling directly applied or 8-6-4 oc bracing. WEBS 1 Row at midpt 10-11, 6-13, 8-12, 9-11 REACTIONS.(lb/size)11=1130/Mechanical, 2=1192/0-3-8 Max Horz 2=244(LC 11) Max Uplift 11=-52(LC 9) Max Grav 11=1322(LC 17), 2=1344(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3203/205, 4-6=-1879/11, 6-7=-1210/75, 7-8=-1398/100, 8-9=-840/81 BOT CHORD 2-16=-482/2549, 15-16=-419/2187, 13-15=-206/1603, 12-13=-123/1204, 11-12=-86/861 WEBS 4-16=-161/1215, 4-15=-598/219, 6-15=0/429, 6-13=-753/93, 7-13=-42/1186, 8-13=-536/102, 8-12=-560/60, 9-12=0/725, 9-11=-1385/56 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-10-8 to 2-4-12, Interior(1) 2-4-12 to 14-3-0, Exterior(2E) 14-3-0 to 16-0-12, Interior(1) 16-0-12 to 28-4-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11. 9) This truss is designed in accordance with the 2018 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. February 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903533 Truss T08 Truss Type Roof Special Qty 1 Ply 1 266 JACKSON GRANT Job Reference (optional) I40125497 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Feb 3 12:41:39 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-SDHkOjCMyrc?Dv_dzTiVRoCsON5jban7WYICvJzorSQ Scale = 1:67.2 12 3 4 5 6 7 8 9 10 15 14 13 12 11 16 17 18 19 20 21 3x6 4x6 4x6 3x4 3x6 8x8 5x6 6x10 3x6 2x4 3x4 4x6 5x8 4x6 2-3-82-3-8 10-4-08-0-8 18-4-88-0-8 28-6-010-1-8 -0-10-8 0-10-8 2-3-8 2-3-8 8-3-4 5-11-12 14-3-0 5-11-12 18-4-8 4-1-8 23-4-0 4-11-8 28-6-0 5-2-0 1-0-87-9-810-6-86-9-81-0-08.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-2-13,0-1-8], [10:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.55 0.75 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.37 -0.64 0.11 (loc) 11-12 11-12 11 l/defl >908 >531 n/a L/d 240 180 n/a PLATES MT20 Weight: 129 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 11-13: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E 2-6-12 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-2 oc purlins, except end verticals, and 2-0-0 oc purlins (4-10-11 max.): 8-10. BOT CHORD Rigid ceiling directly applied or 9-6-11 oc bracing. WEBS 1 Row at midpt 8-12, 9-11 REACTIONS.(lb/size)11=1130/Mechanical, 2=1192/0-3-8 Max Horz 2=226(LC 11) Max Uplift 11=-14(LC 9) Max Grav 11=1316(LC 17), 2=1335(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3195/153, 4-6=-2601/226, 6-7=-1687/103, 7-8=-1700/113, 8-9=-1366/49 BOT CHORD 2-15=-376/2547, 14-15=-181/1557, 12-14=-103/1053, 11-12=-84/840 WEBS 4-15=0/706, 6-15=-217/871, 6-14=-477/153, 7-14=-51/829, 7-12=-34/952, 8-12=-1114/105, 9-12=0/925, 9-11=-1321/72 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-10-8 to 2-4-12, Interior(1) 2-4-12 to 14-3-0, Exterior(2R) 14-3-0 to 17-3-0, Interior(1) 17-3-0 to 28-4-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11. 9) This truss is designed in accordance with the 2018 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. February 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903533 Truss T09 Truss Type Roof Special Qty 1 Ply 1 266 JACKSON GRANT Job Reference (optional) I40125498 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Feb 3 12:41:40 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-wPr6b3C?j9ksq2ZqWADk_?lxLnUvK0EGlC1mRlzorSP Scale = 1:66.4 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 16 3x6 4x6 6x10 3x4 3x6 6x10 5x6 6x6 3x6 3x8 3x4 3x4 3x8 2x4 2-3-82-3-8 8-3-45-11-12 14-3-05-11-12 21-4-87-1-8 28-6-07-1-8 2-3-8 2-3-8 8-3-4 5-11-12 14-3-0 5-11-12 21-4-8 7-1-8 28-6-0 7-1-8 1-0-85-9-810-6-84-9-81-0-08.00 12 6.00 12 Plate Offsets (X,Y)-- [1:0-4-13,0-3-4], [8:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.92 0.57 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.20 0.12 (loc) 10-11 10-11 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 123 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 7-9: 2x4 SPF-S Stud SLIDER Left 2x8 SP 2400F 2.0E 2-6-12 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-11 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-11, 7-9 REACTIONS.(lb/size)9=1131/Mechanical, 1=1131/0-3-8 Max Horz 1=205(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2747/140, 3-5=-1629/31, 5-6=-1175/91, 6-7=-1189/74 BOT CHORD 1-14=-291/2092, 13-14=-255/1801, 11-13=-108/1306, 10-11=-46/1386, 9-10=-44/1389 WEBS 3-14=-72/973, 3-13=-545/151, 5-13=0/333, 5-11=-562/83, 6-11=0/809, 7-11=-587/56, 7-10=0/313, 7-9=-1622/17 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-9 to 3-1-9, Interior(1) 3-1-9 to 14-3-0, Exterior(2R) 14-3-0 to 17-3-0, Interior(1) 17-3-0 to 28-4-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) This truss is designed in accordance with the 2018 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. February 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903533 Truss T10 Truss Type Roof Special Qty 1 Ply 1 266 JACKSON GRANT Job Reference (optional) I40125499 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Feb 3 12:41:41 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-ObPVpODdUSsjSC804ulzXDH6GBqA3RkQzsnJzCzorSO Scale = 1:66.4 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 3x6 4x6 5x12 2x4 3x6 6x10 5x6 5x8 3x6 3x8 3x4 3x4 3x8 3x4 3x4 2x4 2-3-82-3-8 8-3-45-11-12 14-3-05-11-12 19-3-125-0-12 24-4-85-0-12 28-6-04-1-8 2-3-8 2-3-8 8-3-4 5-11-12 14-3-0 5-11-12 19-3-12 5-0-12 24-4-8 5-0-12 28-6-0 4-1-8 1-0-83-9-810-6-82-9-81-0-08.00 12 6.00 12 Plate Offsets (X,Y)-- [1:0-4-13,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.91 0.56 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.18 0.13 (loc) 13 15-16 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 125 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E 2-6-12 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-1 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 8-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)10=1131/Mechanical, 1=1131/0-3-8 Max Horz 1=181(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2741/85, 3-5=-1632/35, 5-6=-1171/92, 6-7=-1150/96, 7-8=-1543/35 BOT CHORD 1-16=-169/2086, 15-16=-149/1796, 13-15=-40/1310, 12-13=-13/1225, 11-12=-13/1589, 10-11=-10/1592 WEBS 3-16=-20/969, 3-15=-540/112, 5-15=0/343, 5-13=-573/76, 6-13=-20/881, 7-13=-530/63, 7-12=0/346, 8-12=-405/28, 8-10=-1848/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-9 to 3-1-9, Interior(1) 3-1-9 to 14-3-0, Exterior(2R) 14-3-0 to 17-3-0, Interior(1) 17-3-0 to 28-4-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) This truss is designed in accordance with the 2018 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. February 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903533 Truss T11 Truss Type Roof Special Qty 1 Ply 1 266 JACKSON GRANT Job Reference (optional) I40125500 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Feb 3 12:41:42 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-sozt0kEFFm_a4MjCebGC3QqH_aAPowaZCWWsVezorSN Scale = 1:66.6 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 3x6 4x6 3x6 6x10 4x6 5x8 3x6 5x8 6x10 4x6 3x8 3x4 3x4 3x8 3x4 3x4 3x8 2-3-82-3-8 8-3-45-11-12 14-3-05-11-12 20-2-125-11-12 26-2-85-11-12 28-6-02-3-8 2-3-8 2-3-8 8-3-4 5-11-12 14-3-0 5-11-12 20-2-12 5-11-12 26-2-8 5-11-12 28-6-0 2-3-8 1-0-810-6-80-10-120-1-120-10-48.00 12 6.00 12 Plate Offsets (X,Y)-- [1:0-3-13,0-1-4], [11:0-3-13,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.91 0.56 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.19 0.19 (loc) 14 12-13 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 127 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E 2-6-12, Right 2x8 SP 2400F 2.0E 2-6-12 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=1130/0-3-8, 11=1130/Mechanical Max Horz 1=161(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2739/0, 3-5=-1630/26, 5-6=-1170/89, 6-7=-1170/90, 7-9=-1630/28, 9-11=-2739/0 BOT CHORD 1-17=0/2093, 16-17=0/1802, 14-16=0/1307, 13-14=0/1307, 12-13=0/1795, 11-12=0/2085 WEBS 3-17=0/973, 3-16=-546/51, 5-16=0/341, 5-14=-572/63, 6-14=-9/860, 7-14=-569/62, 7-13=0/341, 9-13=-500/50, 9-12=0/969 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-9 to 3-1-9, Interior(1) 3-1-9 to 14-3-0, Exterior(2R) 14-3-0 to 17-3-0, Interior(1) 17-3-0 to 28-4-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. February 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903533 Truss T12 Truss Type Roof Special Qty 3 Ply 1 266 JACKSON GRANT Job Reference (optional) I40125501 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Feb 3 12:41:43 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-L_XFE4Ft046RhWIOCJnRceNSk_WeXNqjRAGQ24zorSM Scale = 1:66.1 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 3x6 4x6 3x6 6x10 4x6 5x8 3x6 5x8 6x10 4x6 3x8 3x4 3x4 3x8 3x4 3x4 3x8 2-3-82-3-8 8-3-45-11-12 14-3-05-11-12 20-2-125-11-12 26-2-85-11-12 28-6-02-3-8 2-3-8 2-3-8 8-3-4 5-11-12 14-3-0 5-11-12 20-2-12 5-11-12 26-2-8 5-11-12 28-6-0 2-3-8 1-0-810-6-81-0-81-0-08.00 12 6.00 12 Plate Offsets (X,Y)-- [1:0-4-13,0-3-4], [11:0-4-13,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.91 0.56 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.19 0.19 (loc) 14 16-17 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 127 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E 2-6-12, Right 2x8 SP 2400F 2.0E 2-6-12 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=1130/0-3-8, 11=1130/0-3-8 Max Horz 1=161(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2739/0, 3-5=-1630/26, 5-6=-1170/89, 6-7=-1170/90, 7-9=-1630/28, 9-11=-2739/0 BOT CHORD 1-17=0/2093, 16-17=0/1802, 14-16=0/1307, 13-14=0/1307, 12-13=0/1795, 11-12=0/2085 WEBS 6-14=-9/860, 7-14=-569/62, 7-13=0/341, 9-13=-500/50, 9-12=0/969, 5-14=-572/63, 5-16=0/341, 3-16=-546/51, 3-17=0/973 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-9 to 3-1-9, Interior(1) 3-1-9 to 14-3-0, Exterior(2R) 14-3-0 to 17-3-0, Interior(1) 17-3-0 to 28-4-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 1, 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. February 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903533 Truss T13 Truss Type Roof Special Qty 3 Ply 1 266 JACKSON GRANT Job Reference (optional) I40125502 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Feb 3 12:41:44 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-pA4dRQFVnNEIJgtbl0Ig8rvdaOrwGqYsgq?zaXzorSL Scale = 1:70.1 12 3 4 5 6 7 8 9 10 15 14 13 12 11 16 17 3x6 4x6 4x8 3x12 4x6 4x6 6x10 5x6 5x8 3x6 3x8 3x4 3x4 3x8 2x4 2-3-82-3-8 8-3-45-11-12 14-3-05-11-12 22-0-07-9-0 28-6-06-6-0 -0-10-8 0-10-8 2-3-8 2-3-8 8-3-4 5-11-12 14-3-0 5-11-12 22-0-0 7-9-0 28-6-0 6-6-0 1-0-85-4-810-6-81-1-81-0-08.00 12 6.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-5-7,Edge], [10:0-9-9,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.90 0.56 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.29 0.12 (loc) 11-12 11-12 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 126 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-8,1-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E 2-6-12, Right 2x8 SP 2400F 2.0E 3-8-15 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-12 REACTIONS.(lb/size)10=1134/0-3-8, 2=1196/0-3-8 Max Horz 2=-152(LC 10) Max Uplift 2=-2(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2726/29, 4-6=-1628/57, 6-7=-1183/113, 7-8=-1177/105, 8-10=-1787/42 BOT CHORD 2-15=-24/2074, 14-15=-24/1784, 12-14=0/1304, 11-12=0/1431, 10-11=0/1434 WEBS 4-15=0/969, 4-14=-533/66, 6-14=0/322, 6-12=-550/75, 7-12=0/779, 8-12=-603/70, 8-11=0/292 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-10-8 to 2-4-12, Interior(1) 2-4-12 to 14-3-0, Exterior(2R) 14-3-0 to 17-3-0, Interior(1) 17-3-0 to 28-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. February 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903533 Truss T14 Truss Type Roof Special Qty 2 Ply 1 266 JACKSON GRANT Job Reference (optional) I40125503 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Feb 3 12:41:45 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-HNe?emG7YhN9xqSnJkpvh3SoFoB7?HJ0uUlX6zzorSK Scale = 1:68.5 12 3 4 5 6 7 8 9 1011 12 18 17 16 15 14 13 19 20 3x6 4x6 3x6 6x10 4x6 5x8 3x6 5x8 6x10 4x6 3x8 3x4 3x4 3x8 3x4 3x4 3x8 2-3-82-3-8 8-3-45-11-12 14-3-05-11-12 20-2-125-11-12 26-2-85-11-12 28-6-02-3-8 -0-10-8 0-10-8 2-3-8 2-3-8 8-3-4 5-11-12 14-3-0 5-11-12 20-2-12 5-11-12 26-2-8 5-11-12 28-6-0 2-3-8 1-0-810-6-81-0-81-0-08.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-5-7,Edge], [12:0-4-13,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.91 0.56 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.18 0.18 (loc) 15 13-14 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 129 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E 2-6-12, Right 2x8 SP 2400F 2.0E 2-6-12 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=1191/0-3-8, 12=1128/0-3-8 Max Horz 2=-160(LC 10) Max Uplift 2=-2(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2714/0, 4-6=-1625/24, 6-7=-1168/88, 7-8=-1168/90, 8-10=-1628/27, 10-12=-2737/0 BOT CHORD 2-18=0/2076, 17-18=0/1785, 15-17=0/1303, 14-15=0/1306, 13-14=0/1794, 12-13=0/2083 WEBS 7-15=-9/858, 8-15=-569/61, 8-14=0/341, 10-14=-500/50, 10-13=0/968, 6-15=-568/62, 6-17=0/339, 4-17=-534/51, 4-18=0/968 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-10-8 to 2-4-12, Interior(1) 2-4-12 to 14-3-0, Exterior(2R) 14-3-0 to 17-3-0, Interior(1) 17-3-0 to 28-4-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 2, 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. February 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903533 Truss T15 Truss Type GABLE Qty 1 Ply 1 266 JACKSON GRANT Job Reference (optional) I40125504 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Feb 3 12:41:47 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-Dlmm3SIO4IdtA7bAR8rNmUXHybytTKFIMnEdBrzorSI Scale = 1:68.5 Sheet Front Full Sheathing 1 Ply 7/16OSB8 12 3 4 5 6 7 8 9 19 18 17 16 15 14 13 12 11 10 35 36 3x6 4x6 3x6 4x8 5x6 5x6 3x6 3x4 3x4 3x4 3x8 3x4 3x4 2-3-82-3-8 8-3-45-11-12 14-3-05-11-12 19-4-155-1-15 24-9-65-4-7 -0-10-8 0-10-8 2-3-8 2-3-8 8-3-4 5-11-12 14-3-0 5-11-12 19-4-15 5-1-15 24-9-6 5-4-7 1-0-810-6-82-6-41-0-08.00 12 6.00 12 Plate Offsets (X,Y)-- [20:0-1-5,0-1-0], [22:0-1-5,0-1-0], [27:0-1-12,0-1-0], [29:0-1-12,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.38 0.22 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.06 -0.00 (loc) 18-19 18-19 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 411 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 9-10: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E 2-6-12 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 7-14 REACTIONS.All bearings 24-9-6. (lb) - Max Horz 2=177(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 19, 14, 17, 12 Max Grav All reactions 250 lb or less at joint(s) 2, 10, 10, 15, 13 except 19=462(LC 17), 18=409(LC 23), 14=429(LC 1), 11=344(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-19=-356/118, 6-18=-299/67, 7-14=-274/13 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-10-8 to 2-4-12, Interior(1) 2-4-12 to 14-3-0, Exterior(2R) 14-3-0 to 17-3-0, Interior(1) 17-3-0 to 24-7-10 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 19, 14, 17, 12. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. February 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903533 Truss TG01 Truss Type Roof Special Girder Qty 1 Ply 2 266 JACKSON GRANT Job Reference (optional) I40125505 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Feb 3 12:41:48 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-hxK8HoJ0qclkoHAM_sNcJh4Nv?9qCcfSaRzBjIzorSH Scale = 1:61.6 1 2 3 4 5 10 9 8 7 6 11 12 13 14 3x4 4x8 3x4 8x8 8x8 5x12 10x10 5x12 5x10 MT18HS 5x10 MT18HS Special Special Special Special Special Special Special Special 2-3-82-3-8 8-3-86-0-0 14-3-86-0-0 16-7-02-3-8 2-3-8 2-3-8 8-3-8 6-0-0 14-3-8 6-0-0 16-7-0 2-3-8 1-4-09-7-89-9-40-1-121-4-01-0-012.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-4-4,0-2-8], [4:0-4-4,0-2-8], [6:0-4-14,0-2-8], [10:0-4-14,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.69 0.82 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.22 0.14 (loc) 8-9 8-9 6 l/defl >999 >900 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 187 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 7-9: 2x6 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 1-10,5-6: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)10=4592/0-3-8, 6=5584/0-3-8 (req. 0-3-12) Max Horz 10=-170(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1418/0, 2-3=-4054/0, 3-4=-4055/0, 4-5=-1376/0, 1-10=-1081/0, 5-6=-1050/0 BOT CHORD 9-10=0/4682, 8-9=0/4186, 7-8=0/4072, 6-7=0/4546 WEBS 2-9=0/3776, 2-8=-1511/0, 3-8=0/5297, 4-8=-1389/0, 4-7=0/3551, 2-10=-6252/0, 4-6=-6074/0 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 0-6-0 oc. Webs connected as follows: 2x3 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) WARNING: Required bearing size at joint(s) 6 greater than input bearing size. 9) Bearing at joint(s) 10, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1110 lb down at 2-3-8, 1110 lb down at 4-0-12, 1221 lb down and 22 lb up at 6-0-12, 1262 lb down and 72 lb up at 8-0-12, 1264 lb down and 34 lb up at 10-0-12 , 1111 lb down at 12-0-12, and 1111 lb down at 14-3-8, and 1117 lb down at 16-4-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) StandardContinued on page 2 February 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903533 Truss TG01 Truss Type Roof Special Girder Qty 1 Ply 2 266 JACKSON GRANT Job Reference (optional) I40125505 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Feb 3 12:41:48 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-hxK8HoJ0qclkoHAM_sNcJh4Nv?9qCcfSaRzBjIzorSH LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 9-10=-20, 7-9=-20, 6-7=-20 Concentrated Loads (lb) Vert: 9=-1110(B) 7=-1111(B) 8=-1110(B) 6=-1117(B) 11=-1110(B) 12=-1110(B) 13=-1110(B) 14=-1111(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903533 Truss V01 Truss Type Valley Qty 1 Ply 1 266 JACKSON GRANT Job Reference (optional) I40125506 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Feb 3 12:41:49 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-98uWU8JebwtbQRlYYZurrvcbLPeIxHUbp5jkFkzorSG Scale = 1:19.1 1 2 3 4 2x4 3x4 2x4 2x4 0-0-60-0-6 8-1-38-0-13 4-0-9 4-0-9 8-1-3 4-0-9 0-0-42-8-60-0-48.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.45 0.23 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=159/8-0-7, 3=159/8-0-7, 4=275/8-0-7 Max Horz 1=-39(LC 10) Max Uplift 1=-12(LC 12), 3=-12(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-4-3 to 3-4-3, Interior(1) 3-4-3 to 4-0-9, Exterior(2R) 4-0-9 to 7-0-9, Interior(1) 7-0-9 to 7-9-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. February 3,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19903533 Truss V02 Truss Type Valley Qty 1 Ply 1 266 JACKSON GRANT Job Reference (optional) I40125507 8.240 s Dec 6 2019 MiTek Industries, Inc. Mon Feb 3 12:41:49 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-98uWU8JebwtbQRlYYZurrvch6Pe3xH6bp5jkFkzorSG Scale = 1:9.5 1 2 3 2x4 2x4 2x4 0-0-60-0-6 4-1-34-0-13 2-0-9 2-0-9 4-1-3 2-0-9 0-0-41-4-60-0-48.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.08 0.24 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=136/4-0-7, 3=136/4-0-7 Max Horz 1=-18(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. February 3,2020 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