Loading...
HomeMy WebLinkAboutI46097665.116_Bear_Creek16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). May 13,2021 Johnson, Andrew Pages or sheets covered by this seal: I46097665 thru I46097704 My license renewal date for the state of Indiana is July 31, 2022. 116_Bear_Creek 116 Bear Creek 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 116_BEAR_CREEK Truss GE01 Truss Type GABLE Qty 1 Ply 1 116 Bear Creek Job Reference (optional) I46097665 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 19:38:41 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-T4HtyRZYHFM25IUGeiEJUdxhJxZLirbJl7O6sPzH8fi Scale = 1:13.2 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 7 6 5 3x6 3x4 3x4 2x4 2x4 -0-11-0 0-11-0 3-11-8 3-11-8 0-9-02-0-134.00 12 Plate Offsets (X,Y)-- [5: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-R 0.13 0.03 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 1 1 5 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-5: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=3-11-8, 5=3-11-8, 6=3-11-8 Max Horz 7=56(LC 7) Max Uplift 7=-28(LC 6), 6=-20(LC 10) Max Grav 7=163(LC 1), 5=23(LC 1), 6=175(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 28 lb uplift at joint 7 and 20 lb uplift at joint 6. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 13,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 116_BEAR_CREEK Truss GE02 Truss Type GABLE Qty 1 Ply 1 116 Bear Creek Job Reference (optional) I46097666 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 19:38:44 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-tfz?bTbRaAldylDrJqo05GZBg8ZMvAslR5dmSkzH8ff Scale = 1:75.5 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 1314 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 3534 3x4 3x4 5x8 5x6 5x8 3x4 3x4 3x6 5x6 3x6 37-11-037-11-0 -0-11-0 0-11-0 16-4-8 16-4-8 21-6-8 5-2-0 37-11-0 16-4-8 38-10-0 0-11-0 1-1-012-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [10:0-3-4,0-3-4], [15:0-4-4,0-2-4], [19:0-4-4,0-2-4], [24:0-3-4,0-3-4] 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-R 0.18 0.08 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.01 (loc) 33 33 34 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 831 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 *Except* 17-49,16-50,15-51,14-52,18-48,19-47,20-46: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 15-19. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 17-49, 16-50, 15-51, 14-52, 13-54, 12-55, 18-48, 19-47, 20-46, 21-44, 22-43 REACTIONS.All bearings 37-11-0. (lb) - Max Horz 64=229(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 34, 49, 50, 52, 54, 55, 56, 57, 58, 59, 60, 61, 62, 46, 44, 43, 42, 41, 40, 39, 38, 37, 36 except 64=-126(LC 6), 63=-126(LC 10), 35=-108(LC 11) Max Grav All reactions 250 lb or less at joint(s) 64, 34, 49, 50, 51, 52, 54, 55, 56, 57, 58, 59, 60, 61, 62, 63, 48, 47, 46, 44, 43, 42, 41, 40, 39, 38, 37, 36, 35 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 13-14=-159/270, 14-15=-174/293, 15-16=-151/256, 16-17=-150/256, 17-18=-150/256, 18-19=-151/256, 19-20=-174/293, 20-21=-159/270 NOTES-(13-14) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-11-0 to 2-1-0, Exterior(2N) 2-1-0 to 13-4-8, Corner(3R) 13-4-8 to 24-3-8, Exterior(2N) 24-3-8 to 35-10-0, Corner(3E) 35-10-0 to 38-10-0 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) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 34, 49, 50, 52, 54, 55, 56, 57, 58, 59, 60, 61, 62, 46, 44, 43, 42, 41, 40, 39, 38, 37, 36 except (jt=lb) 64=126, 63=126, 35=108. 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. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 13,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 116_BEAR_CREEK Truss GE03 Truss Type GABLE Qty 1 Ply 1 116 Bear Creek Job Reference (optional) I46097667 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 19:38:48 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-mRCWQrexdPF2RMWcYgszG6ksBlxDrzqLMjbzbVzH8fb Scale = 1:74.7 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 910 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 3233 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 3x4 3x4 3x6 5x6 5x6 3x4 3x4 3x6 5x6 3x6 37-7-837-7-8 -0-11-0 0-11-0 16-4-8 16-4-8 21-6-8 5-2-0 37-7-8 16-1-0 1-1-012-0-01-3-512-0-08.00 12 Plate Offsets (X,Y)-- [16:0-3-12,0-2-0], [20:0-4-4,0-2-4], [25:0-2-4,0-3-4], [34:Edge,0-2-8], [45:0-2-8,0-1-8] 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-R 0.21 0.08 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 1 1 34 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 828 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 33-34: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 20-47,19-48,18-49,17-50,15-51,14-52,21-46: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 16-20. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 20-47, 19-48, 18-49, 17-50, 15-51, 14-52, 13-54, 12-55, 21-46, 22-44, 23-43 REACTIONS.All bearings 37-7-8. (lb) - Max Horz 64=226(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 34, 48, 49, 50, 52, 54, 55, 56, 57, 58, 59, 60, 61, 62, 46, 44, 43, 42, 41, 40, 39, 38, 37, 36 except 64=-165(LC 6), 63=-149(LC 7), 35=-100(LC 11) Max Grav All reactions 250 lb or less at joint(s) 34, 47, 48, 49, 50, 51, 52, 54, 55, 56, 57, 58, 59, 60, 61, 62, 63, 46, 44, 43, 42, 41, 40, 39, 38, 37, 36, 35 except 64=254(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 13-14=-170/271, 14-15=-187/296, 16-17=-161/260, 17-18=-161/260, 18-19=-161/260, 19-20=-161/260, 20-21=-185/295, 21-22=-173/276 NOTES-(13-14) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-11-0 to 2-1-0, Exterior(2N) 2-1-0 to 13-4-8, Corner(3R) 13-4-8 to 24-6-8, Exterior(2N) 24-6-8 to 34-6-4, Corner(3E) 34-6-4 to 37-6-4 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 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 34, 48, 49, 50, 52, 54, 55, 56, 57, 58, 59, 60, 61, 62, 46, 44, 43, 42, 41, 40, 39, 38, 37, 36 except (jt=lb) 64=165, 63=149, 35=100. 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. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 May 13,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 116_BEAR_CREEK Truss GE03 Truss Type GABLE Qty 1 Ply 1 116 Bear Creek Job Reference (optional) I46097667 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 19:38:48 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-mRCWQrexdPF2RMWcYgszG6ksBlxDrzqLMjbzbVzH8fb 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 116_BEAR_CREEK Truss GE04 Truss Type GABLE Qty 1 Ply 1 116 Bear Creek Job Reference (optional) I46097668 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 19:38:49 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-EdmueAfZOiNv3W5p6NNCoJH3S9IzaQ8UaNKX8xzH8fa Scale = 1:40.7 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 3x4 3x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 11-11-011-11-0 -0-11-0 0-11-0 5-11-8 5-11-8 11-11-0 5-11-8 12-10-0 0-11-0 1-3-06-2-91-3-010.00 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 0.12 0.05 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 13 13 14 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 148 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 Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 11-11-0. (lb) - Max Horz 24=-130(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 20, 21, 22, 18, 17, 16 except 24=-141(LC 6), 14=-120(LC 7), 23=-140(LC 7), 15=-124(LC 6) Max Grav All reactions 250 lb or less at joint(s) 24, 14, 19, 20, 21, 22, 23, 18, 17, 16, 15 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-11-0 to 1-11-8, Exterior(2N) 1-11-8 to 2-11-8, Corner(3R) 2-11-8 to 8-11-8, Exterior(2N) 8-11-8 to 9-10-0, Corner(3E) 9-10-0 to 12-10-0 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) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 21, 22, 18, 17, 16 except (jt=lb) 24=141, 14=120, 23=140, 15=124. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 13,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 116_BEAR_CREEK Truss GE05 Truss Type GABLE Qty 1 Ply 1 116 Bear Creek Job Reference (optional) I46097669 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 19:38:51 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-A?uf3shqwKddIqFBDoQgukMNazyQ2Myn2hqdCqzH8fY Scale = 1:30.3 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 4x6 3x6 5x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 8-4-88-4-8 16-9-08-4-8 -0-11-0 0-11-0 8-4-8 8-4-8 16-9-0 8-4-8 17-8-0 0-11-0 0-9-03-6-80-9-01-4-34.00 12 2.00 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 0.14 0.12 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.01 0.00 (loc) 11 11 12 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 100 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 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 Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 16-9-0. (lb) - Max Horz 20=25(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 20, 12, 17, 18, 19, 15, 14, 13 Max Grav All reactions 250 lb or less at joint(s) 20, 16, 12, 17, 18, 15 except 19=329(LC 23), 13=329(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-11-0 to 2-1-0, Exterior(2N) 2-1-0 to 5-4-8, Corner(3R) 5-4-8 to 11-4-8, Exterior(2N) 11-4-8 to 14-8-0, Corner(3E) 14-8-0 to 17-8-0 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) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 12, 17, 18, 19, 15, 14, 13. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 16, 17, 18, 19, 15, 14, 13. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 13,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 116_BEAR_CREEK Truss J01 Truss Type JACK-OPEN Qty 20 Ply 1 116 Bear Creek Job Reference (optional) I46097670 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 19:38:52 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-eCS1GCiShdlUw_qOnVxvQyuZnNJpnpswGLZBkGzH8fX Scale = 1:11.7 1 2 5 3 43x4 3x4 1-0-01-0-0 -0-11-0 0-11-0 1-0-0 1-0-0 1-1-01-9-01-3-131-9-08.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] 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-MR 0.11 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 4 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=30(LC 7) Max Uplift 3=-14(LC 10), 4=-7(LC 10) Max Grav 5=132(LC 1), 3=8(LC 8), 4=17(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 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. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 13,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 116_BEAR_CREEK Truss M01 Truss Type MONOPITCH Qty 9 Ply 1 116 Bear Creek Job Reference (optional) I46097671 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 19:38:52 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-eCS1GCiShdlUw_qOnVxvQyuY4NJUnopwGLZBkGzH8fX Scale = 1:11.8 1 2 3 6 5 4 7 89 10 3x8 3x4 3x6 3-9-03-9-0 -0-11-0 0-11-0 3-9-0 3-9-0 0-8-81-9-101-2-121-9-103.50 12 Plate Offsets (X,Y)-- [3:Edge,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-MR 0.16 0.06 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.00 (loc) 5-6 5-6 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 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* 2-6: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-0, 8=0-1-8 Max Horz 6=33(LC 6) Max Uplift 6=-54(LC 6), 8=-26(LC 6) Max Grav 6=214(LC 1), 8=119(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 3-5-4 zone; cantilever left and right exposed ; end vertical left exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 8. 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. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 13,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 116_BEAR_CREEK Truss M02 Truss Type MONOPITCH Qty 1 Ply 1 116 Bear Creek Job Reference (optional) I46097672 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 19:38:53 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-6O0PUYi4SxtLX8PaLDS8z9Rghmd2WDe4V?JkHizH8fW Scale: 3/4"=1' 1 2 3 6 5 4 7 89 10 3x8 3x6 3x6 3x4 5-9-05-9-0 -0-11-0 0-11-0 5-9-0 5-9-0 0-8-82-4-101-2-122-4-103.50 12 Plate Offsets (X,Y)-- [3:0-2-4,0-1-0], [5:0-3-0,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MR 0.36 0.17 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.04 -0.03 0.01 (loc) 5-6 5-6 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 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 5-9-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-0, 8=0-1-8 Max Horz 6=49(LC 6) Max Uplift 6=-67(LC 6), 8=-46(LC 6) Max Grav 6=291(LC 1), 8=200(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-253/193 NOTES-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 5-4-12 zone; cantilever left and right exposed ; end vertical left exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 8. 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. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 13,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 116_BEAR_CREEK Truss M03 Truss Type MONOPITCH Qty 8 Ply 1 116 Bear Creek Job Reference (optional) I46097673 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 19:38:54 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-aaanhujiDF?C9H_mvwzNVN_uvA_SFjMDkf2Ip9zH8fV Scale = 1:13.2 1 2 3 5 4 3x4 3x6 3x4 3-11-83-11-8 -0-11-0 0-11-0 3-11-8 3-11-8 0-9-02-0-131-9-50-3-82-0-134.00 12 Plate Offsets (X,Y)-- [4:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MR 0.14 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=0-1-8 Max Horz 5=56(LC 7) Max Uplift 5=-33(LC 6), 4=-11(LC 10) Max Grav 5=220(LC 1), 4=137(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 13,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 116_BEAR_CREEK Truss PB01 Truss Type Piggyback Qty 26 Ply 1 116 Bear Creek Job Reference (optional) I46097674 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 19:38:54 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-aaanhujiDF?C9H_mvwzNVN_wLAzrFjMDkf2Ip9zH8fV Scale = 1:12.6 1 2 3 4 5 3x4 3x4 3x4 5-2-05-2-0 2-7-0 2-7-0 5-2-0 2-7-0 0-4-71-7-30-1-80-4-70-1-88.00 12 Plate Offsets (X,Y)-- [3:0-2-0,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 0.04 0.13 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 4 5 4 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=3-8-2, 4=3-8-2 Max Horz 2=27(LC 9) Max Uplift 2=-5(LC 10), 4=-5(LC 11) Max Grav 2=173(LC 1), 4=173(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 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. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 13,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 116_BEAR_CREEK Truss PB02 Truss Type Piggyback Qty 1 Ply 2 116 Bear Creek Job Reference (optional) I46097675 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 19:38:55 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-3n7AuEkK_Y73nRZzSeUc2aW51aLl_AUNzJorLbzH8fU Scale = 1:17.6 1 2 3 4 5 6 4x6 3x4 3x4 2x4 6-4-36-4-3 3-2-2 3-2-2 6-4-3 3-2-2 0-4-132-7-120-1-80-4-130-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [4:0-2-1,0-1-8] 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-P 0.05 0.03 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=5-1-1, 4=5-1-1, 6=5-1-1 Max Horz 2=-44(LC 8) Max Uplift 2=-15(LC 10), 4=-20(LC 11) Max Grav 2=146(LC 1), 4=146(LC 1), 6=161(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 13,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 116_BEAR_CREEK Truss PBE01 Truss Type Piggyback Qty 2 Ply 1 116 Bear Creek Job Reference (optional) I46097676 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 19:38:56 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-XzhY6alylsFwOb790L?rao3Gs_gyjdeWBzXOt1zH8fT Scale = 1:12.6 Sheet FrontFull Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 4x6 3x4 3x4 2x4 5-2-05-2-0 2-7-0 2-7-0 5-2-0 2-7-0 0-4-71-7-30-1-80-4-70-1-88.00 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-P 0.04 0.03 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 4 5 4 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=3-8-2, 4=3-8-2, 6=3-8-2 Max Horz 2=27(LC 9) Max Uplift 2=-14(LC 10), 4=-17(LC 11) Max Grav 2=111(LC 1), 4=111(LC 1), 6=125(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 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. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 13,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 116_BEAR_CREEK Truss PBE02 Truss Type Piggyback Qty 1 Ply 1 116 Bear Creek Job Reference (optional) I46097677 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 19:38:57 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-?9FwJwlaWANn0liLa3X47?cQnO0oS4ofQcHyQTzH8fS Scale = 1:17.6 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 4x6 3x4 3x4 2x4 6-4-36-4-3 3-2-2 3-2-2 6-4-3 3-2-2 0-4-132-7-120-1-80-4-130-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [4:0-2-1,0-1-8] 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-P 0.09 0.05 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 32 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=5-1-1, 4=5-1-1, 6=5-1-1 Max Horz 2=-44(LC 8) Max Uplift 2=-15(LC 10), 4=-20(LC 11) Max Grav 2=146(LC 1), 4=146(LC 1), 6=161(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 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. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 13,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 116_BEAR_CREEK Truss T01 Truss Type COMMON Qty 4 Ply 1 116 Bear Creek Job Reference (optional) I46097678 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 19:38:58 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-TMpIXFmDHTWdevHX8m2JgD8Uqn9kBLepfG0VywzH8fR Scale = 1:59.9 1 2 3 4 5 6 7 11 10 9 8 12 13 4x6 3x6 3x8 3x4 3x4 3x6 4x6 4x6 3x6 10-5-810-5-8 20-11-010-5-8 -0-11-0 0-11-0 5-3-1 5-3-1 10-5-8 5-2-7 15-7-15 5-2-7 20-11-0 5-3-1 21-10-0 0-11-0 1-3-09-11-91-3-010.00 12 Plate Offsets (X,Y)-- [8:Edge,0-1-12], [11:Edge,0-1-12] 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-MSH 0.52 0.84 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.45 0.02 (loc) 8-9 8-9 8 l/defl >999 >548 n/a L/d 240 180 n/a PLATES MT20 Weight: 90 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* 2-11,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)11=0-3-8, 8=0-3-8 Max Horz 11=197(LC 9) Max Grav 11=889(LC 1), 8=889(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-312/81, 3-4=-721/90, 4-5=-721/90, 5-6=-312/81, 2-11=-344/85, 6-8=-344/85 BOT CHORD 9-11=-40/640, 8-9=0/600 WEBS 4-9=-23/531, 3-11=-633/7, 5-8=-633/7 NOTES-(5-6) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 7-5-8, Exterior(2R) 7-5-8 to 13-5-8, Interior(1) 13-5-8 to 18-10-0, Exterior(2E) 18-10-0 to 21-10-0 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 is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 13,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 116_BEAR_CREEK Truss T02 Truss Type COMMON Qty 3 Ply 1 116 Bear Creek Job Reference (optional) I46097679 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 19:38:59 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-xYNgkbnr2neUF3skhUZYCQhfaBVzwnJytwm3UMzH8fQ Scale = 1:59.9 1 2 3 4 5 6 10 9 8 7 11 12 4x6 3x6 3x6 3x8 3x4 3x4 3x6 4x6 4x6 10-5-810-5-8 20-11-010-5-8 -0-11-0 0-11-0 5-3-1 5-3-1 10-5-8 5-2-7 15-7-15 5-2-7 20-11-0 5-3-1 1-3-09-11-91-3-010.00 12 Plate Offsets (X,Y)-- [7:Edge,0-1-12], [10:Edge,0-1-12] 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-MSH 0.52 0.84 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.45 0.02 (loc) 7-8 8-10 7 l/defl >999 >548 n/a L/d 240 180 n/a PLATES MT20 Weight: 89 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-10,6-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=0-3-8, 7=0-3-8 Max Horz 10=191(LC 7) Max Grav 10=890(LC 1), 7=823(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-312/81, 3-4=-723/89, 4-5=-724/90, 5-6=-283/50, 2-10=-344/85, 6-7=-261/50 BOT CHORD 8-10=-50/634, 7-8=0/607 WEBS 4-8=-24/533, 3-10=-636/7, 5-7=-663/24 NOTES-(5-6) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 7-5-8, Exterior(2R) 7-5-8 to 13-5-8, Interior(1) 13-5-8 to 17-9-4, Exterior(2E) 17-9-4 to 20-9-4 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 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) 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. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 13,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 116_BEAR_CREEK Truss T03 Truss Type PIGGYBACK BASE Qty 9 Ply 1 116 Bear Creek Job Reference (optional) I46097680 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 19:39:00 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-Pkx3yxoTp5mLtDRwFB4nleElFbt3fJp66aVc1ozH8fP Scale = 1:77.9 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 21 223x6 5x10 MT18HS 5x10 MT18HS 3x6 6x18 MT18HS 3x6 3x4 2x4 3x4 3x8 3x4 2x4 3x6 6x18 MT18HS 3x4 3x4 3x6 3x6 8-6-58-6-5 16-4-87-10-3 21-6-85-2-0 29-4-117-10-3 37-11-08-6-5 -0-11-0 0-11-0 2-2-1 2-2-1 8-6-5 6-4-4 16-4-8 7-10-3 21-6-8 5-2-0 29-4-11 7-10-3 35-8-15 6-4-4 37-11-0 2-2-1 38-10-0 0-11-0 1-1-012-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [4:0-1-12,0-1-8], [6:0-5-12,0-1-4], [7:0-6-0,0-1-8], [9:0-1-12,0-1-8], [13:Edge,0-2-4], [20:Edge,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-MSH 0.85 0.72 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.45 0.09 (loc) 17-19 17-19 13 l/defl >999 >993 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 169 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 6-7: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-17,6-16,7-16: 2x4 SPF No.2, 2-20,11-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-11 oc purlins, except end verticals, and 2-0-0 oc purlins (5-1-3 max.): 6-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-17, 6-16, 9-16 REACTIONS. (size)20=0-3-8, 13=0-3-8 Max Horz 20=-229(LC 8) Max Grav 20=1569(LC 1), 13=1569(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-2001/0, 4-6=-1574/72, 6-7=-1205/96, 7-9=-1574/72, 9-10=-2001/0 BOT CHORD 19-20=-21/1548, 17-19=-21/1548, 16-17=0/1205, 14-16=0/1548, 13-14=0/1548 WEBS 4-19=0/330, 4-17=-493/161, 6-17=-25/457, 7-16=-3/458, 9-16=-492/161, 9-14=0/329, 3-20=-1972/0, 10-13=-1971/0 NOTES-(8-9) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-2, Interior(1) 2-1-2 to 12-1-9, Exterior(2R) 12-1-9 to 25-9-7, Interior(1) 25-9-7 to 35-9-15, Exterior(2E) 35-9-15 to 38-10-0 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) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 13,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 116_BEAR_CREEK Truss T03B Truss Type PIGGYBACK BASE Qty 1 Ply 1 116 Bear Creek Job Reference (optional) I46097681 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 19:39:02 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-L73pMdpjKi036WbJNc6Fq3J5aPZV7DPOau_j5hzH8fN Scale = 1:83.5 1 2 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 20 19 21 18 17 16 15 14 26 273x6 5x10 MT18HS 6x6 3x6 6x18 MT18HS 3x6 3x4 3x4 3x4 3x4 6x18 MT18HS 3x4 3x8 2x4 3x8 5x8 3x4 5x12 3x4 3x4 3x6 3x6 8-6-58-6-5 16-4-87-10-3 18-6-102-2-2 21-6-82-11-14 22-7-81-1-0 29-4-116-9-3 37-11-08-6-5 -0-11-0 0-11-0 2-2-1 2-2-1 8-6-5 6-4-4 16-4-8 7-10-3 18-6-10 2-2-2 21-6-8 2-11-14 22-7-8 1-1-0 29-4-11 6-9-3 35-8-15 6-4-4 37-11-0 2-2-1 38-10-0 0-11-0 1-1-012-0-01-1-03-0-012-0-08.00 12 Plate Offsets (X,Y)-- [4:0-1-12,0-1-8], [6:0-6-0,0-1-8], [7:0-3-12,0-2-0], [10:0-1-12,0-1-8], [14:Edge,0-2-4], [15:0-2-8,0-1-8], [17:0-2-4,0-2-8], [18:0-2-0,0-0-8], [20:0-2-0,0-0-8], [21:0-5-12,0-2-8], [24:0-2-8,0-1-8], [25:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.86 0.72 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.45 0.17 (loc) 17-18 22-24 14 l/defl >999 >996 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 182 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 6-7: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 18-20: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-22: 2x4 SPF No.2, 2-25,12-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-4-6 max.): 6-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 20-22. 1 Row at midpt 8-17 WEBS 1 Row at midpt 7-21, 4-21 JOINTS 1 Brace at Jt(s): 21REACTIONS. (size)25=0-3-8, 14=0-3-8 Max Horz 25=-229(LC 8) Max Grav 25=1572(LC 1), 14=1572(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-2005/0, 4-6=-2063/7, 6-7=-1631/44, 7-8=-2186/49, 8-10=-2206/0, 10-11=-1994/0 BOT CHORD 24-25=-19/1551, 18-21=0/1600, 17-18=0/1600, 8-17=-365/106, 14-15=0/1537 WEBS 4-24=-430/101, 21-22=0/318, 6-21=0/663, 15-17=0/1668, 10-17=-65/307, 10-15=-553/44, 7-17=-91/1058, 21-24=-20/1637, 3-25=-1974/0, 11-14=-1982/0 NOTES-(8-9) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-1, Interior(1) 2-1-1 to 12-1-9, Exterior(2R) 12-1-9 to 25-9-7, Interior(1) 25-9-7 to 35-9-15, Exterior(2E) 35-9-15 to 38-10-0 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) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 13,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 116_BEAR_CREEK Truss T03C Truss Type PIGGYBACK BASE Qty 1 Ply 1 116 Bear Creek Job Reference (optional) I46097682 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 19:39:03 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-qJcBazqL508wkgAVwJdUNGsGoouVsfKYoYkGd7zH8fM Scale = 1:83.5 1 2 3 4 5 6 7 8 9 10 11 12 13 27 26 25 24 22 21 23 20 19 18 17 16 15 14 28 293x6 5x10 MT18HS 6x6 3x6 6x18 MT18HS 3x6 3x4 3x4 3x4 3x4 3x6 3x4 3x8 2x4 3x8 5x12 3x4 5x12 6x18 MT18HS 3x4 3x4 3x6 3x6 8-6-58-6-5 16-4-87-10-3 18-6-102-2-2 21-6-82-11-14 22-7-81-1-0 29-4-116-9-3 37-11-08-6-5 -0-11-0 0-11-0 2-2-1 2-2-1 8-6-5 6-4-4 16-4-8 7-10-3 18-6-10 2-2-2 21-6-8 2-11-14 22-7-8 1-1-0 29-4-11 6-9-3 35-8-15 6-4-4 37-11-0 2-2-1 38-10-0 0-11-0 1-1-012-0-01-1-03-0-012-0-08.00 12 Plate Offsets (X,Y)-- [4:0-1-12,0-1-8], [6:0-6-0,0-1-8], [7:0-3-12,0-2-0], [10:0-1-12,0-1-8], [14:Edge,0-2-0], [15:0-2-8,0-1-8], [19:0-5-12,0-2-8], [20:0-2-0,0-0-8], [22:0-2-0,0-0-8], [23:0-5-12,0-2-8], [26:0-2-8,0-1-8], [27:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.89 0.74 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.46 0.18 (loc) 18 24-26 14 l/defl >999 >973 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 185 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 6-7: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 20-22: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-24: 2x4 SPF No.2, 2-27,12-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-3-10 max.): 6-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 22-24. 1 Row at midpt 8-19 10-0-0 oc bracing: 19-20, 17-19 WEBS 1 Row at midpt 7-23, 4-23 JOINTS 1 Brace at Jt(s): 20, 19, 23 REACTIONS. (size)27=0-3-8, 14=0-3-8 Max Horz 27=-229(LC 8) Max Grav 27=1594(LC 1), 14=1601(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-2039/0, 4-6=-2112/0, 6-7=-1673/18, 7-8=-2260/4, 8-10=-2258/0, 10-11=-2037/0 BOT CHORD 26-27=-3/1578, 20-23=0/1654, 19-20=0/1653, 8-19=-366/105, 14-15=0/1571 WEBS 4-26=-442/94, 23-24=0/321, 6-23=0/715, 15-19=0/1709, 10-19=-47/338, 10-15=-582/27, 7-19=-54/1119, 23-26=-2/1667, 3-27=-2008/0, 11-14=-2021/0 NOTES-(8-9) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-1, Interior(1) 2-1-1 to 12-1-9, Exterior(2R) 12-1-9 to 25-9-7, Interior(1) 25-9-7 to 35-9-15, Exterior(2E) 35-9-15 to 38-10-0 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) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 13,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 116_BEAR_CREEK Truss T04 Truss Type PIGGYBACK BASE Qty 15 Ply 1 116 Bear Creek Job Reference (optional) I46097683 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 19:39:05 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-miky?fscddOez_Ju2kgyShxbccZhKb6rGsDNi0zH8fK Scale = 1:74.7 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 3x6 6x8 5x10 MT18HS 3x8 6x18 MT18HS 3x6 3x4 2x4 3x4 3x8 3x4 2x4 6x18 MT18HS 3x4 3x6 3x4 3x6 3x6 8-6-58-6-5 16-4-87-10-3 21-6-85-2-0 29-4-137-10-5 37-7-88-2-11 -0-11-0 0-11-0 2-2-1 2-2-1 8-6-5 6-4-4 16-4-8 7-10-3 21-6-8 5-2-0 29-4-13 7-10-5 35-9-1 6-4-4 37-7-8 1-10-7 1-1-012-0-01-3-512-0-08.00 12 Plate Offsets (X,Y)-- [4:0-1-12,0-1-8], [6:0-4-0,0-1-9], [7:0-6-0,0-1-8], [9:0-1-12,0-1-8], [12:Edge,0-2-0], [19:Edge,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-MSH 0.94 0.82 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.54 0.09 (loc) 13-15 13-15 12 l/defl >999 >827 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 167 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 6-7: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-16,6-15,7-15,11-12: 2x4 SPF No.2, 2-19: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (5-1-3 max.): 6-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-16, 6-15, 9-15 REACTIONS. (size)19=0-3-8, 12=Mechanical Max Horz 19=215(LC 7) Max Grav 19=1558(LC 1), 12=1492(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1985/0, 4-6=-1556/74, 6-7=-1188/98, 7-9=-1522/74, 9-10=-1945/0 BOT CHORD 18-19=-45/1535, 16-18=-45/1535, 15-16=0/1189, 13-15=0/1483, 12-13=0/1483 WEBS 4-18=0/331, 4-16=-495/161, 6-16=-25/455, 7-15=-3/440, 9-15=-437/162, 9-13=0/307, 3-19=-1956/0, 10-12=-2042/0 NOTES-(9-10) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-1, Interior(1) 2-1-1 to 12-1-9, Exterior(2R) 12-1-9 to 25-9-7, Interior(1) 25-9-7 to 34-5-12, Exterior(2E) 34-5-12 to 37-5-12 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) 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. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 13,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 116_BEAR_CREEK Truss T05 Truss Type COMMON Qty 1 Ply 1 116 Bear Creek Job Reference (optional) I46097684 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 19:39:05 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-miky?fscddOez_Ju2kgyShxhAcigKhzrGsDNi0zH8fK Scale = 1:38.6 1 2 3 4 5 8 7 6 9 10 3x4 3x4 3x8 4x6 5x6 5x6 5-11-85-11-8 11-11-05-11-8 -0-11-0 0-11-0 5-11-8 5-11-8 11-11-0 5-11-8 12-10-0 0-11-0 1-3-06-2-91-3-010.00 12 Plate Offsets (X,Y)-- [2:0-3-8,0-1-4], [4:0-3-8,0-1-4] 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-MSH 0.52 0.24 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.05 0.00 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 50 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-8,4-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-3-8, 6=0-3-8 Max Horz 8=-130(LC 8) Max Uplift 8=-2(LC 10), 6=-2(LC 11) Max Grav 8=529(LC 1), 6=529(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-447/85, 3-4=-447/85, 2-8=-477/105, 4-6=-477/105 BOT CHORD 7-8=-133/255 NOTES-(6-7) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 2-11-8, Exterior(2R) 2-11-8 to 8-11-8, Interior(1) 8-11-8 to 9-10-0, Exterior(2E) 9-10-0 to 12-10-0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 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. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 13,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 116_BEAR_CREEK Truss T06 Truss Type COMMON Qty 1 Ply 1 116 Bear Creek Job Reference (optional) I46097685 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 19:39:06 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-EuIKC?sEOxWVb8u4cSBB_uUs_02v37E_UWywESzH8fJ Scale = 1:38.6 1 2 3 4 7 6 5 8 9 3x4 3x4 3x8 4x6 5x6 5x6 5-11-85-11-8 11-11-05-11-8 5-11-8 5-11-8 11-11-0 5-11-8 12-10-0 0-11-0 1-3-06-2-91-3-010.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-4], [3:0-3-8,0-1-4] 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-MSH 0.51 0.24 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.05 0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 48 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-7,3-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=0-3-8, 5=0-3-8 Max Horz 7=-124(LC 6) Max Uplift 5=-1(LC 11) Max Grav 7=462(LC 1), 5=532(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-444/80, 2-3=-451/84, 1-7=-410/72, 3-5=-480/105 NOTES-(6-7) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Exterior(2R) 3-1-12 to 8-11-8, Interior(1) 8-11-8 to 9-10-0, Exterior(2E) 9-10-0 to 12-10-0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 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. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 13,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 116_BEAR_CREEK Truss T07 Truss Type SCISSORS Qty 2 Ply 1 116 Bear Creek Job Reference (optional) I46097686 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 19:39:07 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-i4siQKts9EeMDHTG99iQX60xMQHsoY88jAiUmuzH8fI Scale = 1:30.3 1 2 3 4 5 6 7 8 17 18 19 20 5x8 3x6 5x6 5x8 3x6 4x6 8-4-88-4-8 16-9-08-4-8 -0-11-0 0-11-0 8-4-8 8-4-8 16-9-0 8-4-8 17-8-0 0-11-0 0-9-03-6-80-9-01-4-34.00 12 2.00 12 Plate Offsets (X,Y)-- [2:0-2-7,Edge], [4:0-3-0,0-2-4], [6:0-4-13,Edge], [8:0-3-0,0-2-12] 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-MSH 0.86 0.65 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.26 0.10 (loc) 8-11 8-11 6 l/defl >999 >777 n/a L/d 240 180 n/a PLATES MT20 Weight: 46 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 - 1-6-0, Right 2x4 SPF-S Stud -t 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 6=0-3-8 Max Horz 2=37(LC 10) Max Uplift 2=-35(LC 6), 6=-35(LC 7) Max Grav 2=725(LC 1), 6=725(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1705/228, 4-6=-1705/228 BOT CHORD 2-8=-140/1578, 6-8=-140/1578 WEBS 4-8=0/654 NOTES-(7-8) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 5-4-8, Exterior(2R) 5-4-8 to 11-4-8, Interior(1) 11-4-8 to 14-8-0, Exterior(2E) 14-8-0 to 17-8-0 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 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. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 13,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 116_BEAR_CREEK Truss T08 Truss Type SCISSORS Qty 2 Ply 1 116 Bear Creek Job Reference (optional) I46097687 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 19:39:08 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-AHQ4dguUwYmDqR2SjsDf4JZ6zpd0X?MHyqR1JLzH8fH Scale = 1:29.5 1 2 3 4 5 6 7 16 17 18 19 6x8 3x6 5x6 6x8 3x6 4x6 8-4-88-4-8 16-9-08-4-8 8-4-8 8-4-8 16-9-0 8-4-8 17-8-0 0-11-0 0-9-03-6-80-9-01-4-34.00 12 2.00 12 Plate Offsets (X,Y)-- [1:Edge,0-0-0], [3:0-3-0,0-2-4], [5:Edge,0-0-0], [7:0-3-0,0-2-12] 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-MSH 0.87 0.65 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.26 0.10 (loc) 7-10 7-10 5 l/defl >999 >759 n/a L/d 240 180 n/a PLATES MT20 Weight: 45 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 -t 1-6-0, Right 2x4 SPF-S Stud -t 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-8, 5=0-3-8 Max Horz 1=-41(LC 11) Max Uplift 1=-12(LC 6), 5=-35(LC 7) Max Grav 1=668(LC 1), 5=727(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1714/245, 3-5=-1714/247 BOT CHORD 1-7=-158/1587, 5-7=-158/1587 WEBS 3-7=0/655 NOTES-(7-8) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 5-4-8, Exterior(2R) 5-4-8 to 11-4-8, Interior(1) 11-4-8 to 14-8-0, Exterior(2E) 14-8-0 to 17-8-0 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 1, 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5. 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. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 13,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 116_BEAR_CREEK Truss TG01 Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 3 116 Bear Creek Job Reference (optional) I46097688 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 19:39:10 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-6fXq2MwkS90w4lCrrHF79keTydLx?j3aP8w8NDzH8fF Scale = 1:68.5 1 2 3 4 5 6 7 15 14 13 12 11 10 9 81617181920212223242526272829 3x4 4x10 4x6 12x18 MT18HS 6x18 MT18HS 4x6 4x8 4x8 3x6 5x6 5x6 8x8 4x10 4x8 5-11-15 5-11-15 12-4-12 6-4-13 12-5-4 0-0-8 14-10-8 2-5-4 18-0-10 3-2-2 23-9-1 5-8-7 29-9-0 5-11-15 5-11-15 5-11-15 11-8-6 5-8-7 14-10-8 3-2-2 18-0-10 3-2-2 23-9-1 5-8-7 29-9-0 5-11-15 1-3-011-0-01-3-011-0-010.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-1-12], [3:0-8-0,0-1-12], [4:0-3-0,0-2-0], [5:0-4-4,0-2-0], [6:0-4-0,0-1-12], [7:Edge,0-3-12], [9:0-4-8,0-2-0], [10:0-4-0,0-4-4], [11:0-3-0,0-2-0], [14:0-4-8,0-2-0], [15:Edge,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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.77 0.49 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.17 0.02 (loc) 9-10 9-10 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 640 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 2-14,6-10,6-9: 2x4 SPF-S Stud, 2-15,6-8: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 11-13. REACTIONS. (size)15=0-5-8, 13=0-3-8, 8=0-3-8 Max Horz 15=198(LC 5) Max Grav 15=5230(LC 1), 13=11957(LC 1), 8=7272(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1574/0, 2-3=-555/44, 3-4=-1405/0, 4-5=-2660/0, 5-6=-3556/0, 6-7=-2006/0, 1-15=-1110/0, 7-8=-1398/0 BOT CHORD 14-15=0/3108, 13-14=0/3139, 10-11=0/1405, 9-10=0/5126, 8-9=0/5095 WEBS 2-14=0/4806, 2-13=-3775/0, 3-13=-4587/0, 4-11=-4512/0, 4-10=0/4594, 5-10=0/1929, 6-10=-3499/0, 6-9=0/4756, 2-15=-2802/0, 6-8=-5152/0, 3-11=0/4761 NOTES-(11-12) 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1475 lb down at 0-10-12, 1472 lb down at 2-10-12, 1472 lb down at 4-10-12, 1472 lb down at 6-10-12, 1472 lb down at 8-10-12, 1472 lb down at 10-10-12, 1472 lb down at 12-10-12, 1472 lb down at 14-10-12, 1472 lb down at 16-10-12, 1472 lb down at 18-10-12, 1472 lb down at 20-10-12, 1472 lb down at 22-10-12, 1472 lb down at 24-10-12, and 1472 lb down at 26-10-12, and 1475 lb down at 28-10-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Continued on page 2 May 13,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 116_BEAR_CREEK Truss TG01 Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 3 116 Bear Creek Job Reference (optional) I46097688 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 19:39:11 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-bs5DFiwMDT8nhvn1O?nMhyBeh1hAkAJjeoghvfzH8fE 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 5-7=-60, 8-15=-20 Concentrated Loads (lb) Vert: 11=-1472(F) 16=-1475(F) 17=-1472(F) 18=-1472(F) 19=-1472(F) 20=-1472(F) 21=-1472(F) 22=-1472(F) 23=-1472(F) 24=-1472(F) 25=-1472(F) 26=-1472(F) 27=-1472(F) 28=-1472(F) 29=-1475(F) 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 116_BEAR_CREEK Truss TG02 Truss Type GABLE Qty 1 Ply 1 116 Bear Creek Job Reference (optional) I46097689 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 19:39:13 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-XEDzgOydl4OVxCxQWQpqnNG_2qMZCAx0569o_YzH8fC Scale = 1:69.6 Sheet Front Left Option 16-4-0 1 Ply 7/16OSB8 1 2 3 4 5 6 7 89 10 11 12 17 16 15 14 13 61 62 63 64 58 65 59 60 66 67 68 69 70 71 72 73 74 3x6 5x10 MT18HS 4x8 3x6 4x6 3x8 4x6 3x4 4x6 3x6 5x6 5x6 3x6 3x8 3x8 11-8-611-8-6 16-4-04-7-10 18-0-101-8-10 29-9-011-8-6 -1-0-0 1-0-0 5-2-14 5-2-14 11-8-6 6-5-9 18-0-10 6-4-3 23-9-8 5-8-14 24-6-2 0-8-10 29-9-0 5-2-14 30-9-0 1-0-0 1-3-011-0-01-3-011-0-010.00 12 Plate Offsets (X,Y)-- [6:0-8-0,0-1-12], [7:0-6-4,0-2-0], [13:Edge,0-2-0], [17:Edge,0-2-0], [26:0-2-0,0-0-14], [48:0-2-0,0-0-2] 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-MSH 0.78 0.56 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.31 0.03 (loc) 13-14 13-14 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 539 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-17,4-17,11-13,10-13,9-58: 2x4 SPF-S Stud 3-59,60-61,62-63,63-64,64-65: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-4 oc purlins, except end verticals, and 2-0-0 oc purlins (5-5-11 max.): 6-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-16, 10-14, 10-13 JOINTS 1 Brace at Jt(s): 60, 61 REACTIONS. (size)17=0-5-8, 13=0-3-8 Max Horz 17=-215(LC 6) Max Uplift 17=-69(LC 8), 13=-14(LC 9) Max Grav 17=1214(LC 1), 13=1246(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-380/40, 3-4=-424/54, 4-6=-1165/95, 6-7=-793/124, 7-9=-1131/80, 9-10=-1201/58, 10-11=-434/85, 2-17=-410/72, 11-13=-440/94 BOT CHORD 16-17=-120/954, 14-16=0/868, 13-14=0/929 WEBS 16-63=-20/389, 6-63=-20/389, 14-58=0/353, 58-65=-12/394, 7-65=-12/394, 17-59=-1046/86, 59-60=-1014/123, 4-60=-1007/81, 10-13=-965/15 NOTES-(14-15) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Vertical gable studs spaced at 1-4-0 oc and horizontal 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 13. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 29 lb down and 70 lb up at 0-10-1 on top chord, and 9 lb down and 11 lb up at 0-10-1, 9 lb down and 11 lb up at 2-10-1, 9 lb down and 11 lb up at 4-10-1, 9 lb down and 11 lb up at 6-10-1, 9 lb down and 11 lb up at 8-10-1, 9 lb down and 11 lb up at 10-10-1, 9 lb down and 11 lb up at 12-10-1, and 9 lb down and 11 lb up at 14-10-1, and 9 lb down and 11 lb up at 16-10-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).Continued on page 2 May 13,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 116_BEAR_CREEK Truss TG02 Truss Type GABLE Qty 1 Ply 1 116 Bear Creek Job Reference (optional) I46097689 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 19:39:14 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-?RnLukzFWOXMYMWc47K3Jap9oEioxdBAKmuLW_zH8fB 14) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 15) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-6=-60, 6-7=-60, 7-11=-60, 11-12=-60, 13-17=-20 Concentrated Loads (lb) Vert: 3=21(B) 66=2(B) 67=2(B) 68=2(B) 69=2(B) 70=2(B) 71=2(B) 72=2(B) 73=2(B) 74=2(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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 116_BEAR_CREEK Truss TG03 Truss Type GABLE Qty 1 Ply 1 116 Bear Creek Job Reference (optional) I46097690 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 19:39:16 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-xpv6JP_V1?n4ogf?BYMXO?udW2PgPe_So4NSbtzH8f9 Scale = 1:61.6 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 13 12 11 10 34 1514 35 36 37 38 39 40 41 42 43 44 4x6 4x6 3x8 2x4 2x4 3x4 3x6 4x6 3x4 3x6 3x8 3x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x8 4x6 10-5-810-5-8 20-11-010-5-8 -0-11-0 0-11-0 5-3-1 5-3-1 10-5-8 5-2-7 15-7-15 5-2-7 20-11-0 5-3-1 21-10-0 0-11-0 1-3-09-11-91-3-010.00 12 Plate Offsets (X,Y)-- [10:0-2-8,0-2-0], [13:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.32 0.41 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.12 0.01 (loc) 11-13 10-11 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 306 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-11,3-14,7-15: 2x4 SPF No.2, 2-13,8-10: 2x6 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-4 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 14, 15 REACTIONS. (size)10=0-3-8, 13=0-3-8 Max Horz 13=-196(LC 6) Max Uplift 10=-74(LC 9), 13=-74(LC 8) Max Grav 10=855(LC 1), 13=855(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-969/91, 4-5=-773/124, 5-6=-773/125, 6-7=-969/92 BOT CHORD 11-13=-100/442, 10-11=-19/353 WEBS 11-34=-69/565, 5-34=-69/565, 11-15=-256/151, 6-15=-262/153, 4-14=-263/153, 11-14=-256/152, 3-13=-634/115, 7-10=-634/116, 3-14=0/345, 7-15=0/345, 14-34=0/330, 15-34=0/330 NOTES-(10-11) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable studs spaced at 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 13. 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. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 29 lb down and 70 lb up at 0-10-1, and 29 lb down and 70 lb up at 20-0-15 on top chord, and 9 lb down and 11 lb up at 0-10-1, 9 lb down and 11 lb up at 2-5-8 , 9 lb down and 11 lb up at 4-5-8, 9 lb down and 11 lb up at 6-5-8, 9 lb down and 11 lb up at 8-5-8, 9 lb down and 11 lb up at 10-5-8, 9 lb down and 11 lb up at 12-5-8, 9 lb down and 11 lb up at 14-5-8, 9 lb down and 11 lb up at 16-5-8, and 9 lb down and 11 lb up at 18-5-8, and 9 lb down and 11 lb up at 20-0-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Continued on page 2 May 13,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 116_BEAR_CREEK Truss TG03 Truss Type GABLE Qty 1 Ply 1 116 Bear Creek Job Reference (optional) I46097690 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 19:39:16 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-xpv6JP_V1?n4ogf?BYMXO?udW2PgPe_So4NSbtzH8f9 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-5=-60, 5-8=-60, 8-9=-60, 10-13=-20 Concentrated Loads (lb) Vert: 11=2(F) 3=21(F) 7=21(F) 35=2(F) 36=2(F) 37=2(F) 38=2(F) 39=2(F) 40=2(F) 41=2(F) 42=2(F) 43=2(F) 44=2(F) 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 116_BEAR_CREEK Truss V01 Truss Type GABLE Qty 1 Ply 1 116 Bear Creek Job Reference (optional) I46097691 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 19:39:17 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-P0TUWl?7oJvxPqEBlFumxDRm3So?82fc0k7?7JzH8f8 Scale = 1:69.8 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 3x4 5x6 3x4 3x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 26-4-926-4-9 13-2-4 13-2-4 26-4-9 13-2-5 0-0-410-11-140-0-410.00 12 Plate Offsets (X,Y)-- [3:0-2-0,Edge], [7:0-2-0,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-SH 0.39 0.21 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 87 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 5-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12 REACTIONS.All bearings 26-4-9. (lb) - Max Horz 1=-192(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 14, 11 except 15=-120(LC 10), 10=-120(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 9 except 12=286(LC 20), 14=318(LC 17), 15=423(LC 17), 11=318(LC 18), 10=423(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-14=-258/147, 2-15=-286/158, 6-11=-258/147, 8-10=-286/158 NOTES-(7-8) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-9 to 3-4-9, Interior(1) 3-4-9 to 10-2-4, Exterior(2R) 10-2-4 to 16-2-4, Interior(1) 16-2-4 to 23-0-0, Exterior(2E) 23-0-0 to 26-0-0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 14, 11 except (jt=lb) 15=120, 10=120. 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. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 13,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 116_BEAR_CREEK Truss V02 Truss Type Valley Qty 1 Ply 1 116 Bear Creek Job Reference (optional) I46097692 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 19:39:18 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-uC0sj50lZd1o1_pNJzP?UQz?Pr9ztXflFOsZfmzH8f7 Scale = 1:62.0 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 3x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 23-1-1323-1-13 23-2-20-0-5 11-7-1 11-7-1 23-2-2 11-7-1 0-0-49-7-140-0-410.00 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-SH 0.16 0.16 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 79 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-12: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS.All bearings 23-1-9. (lb) - Max Horz 1=-167(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 13, 8 except 11=-103(LC 10), 9=-103(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 10 except 11=351(LC 17), 13=326(LC 17), 9=350(LC 18), 8=326(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-272/154, 5-9=-272/153 NOTES-(7-8) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-13 to 3-7-1, Interior(1) 3-7-1 to 8-7-1, Exterior(2R) 8-7-1 to 14-7-1, Interior(1) 14-7-1 to 19-7-1, Exterior(2E) 19-7-1 to 22-9-5 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 13, 8 except (jt=lb) 11=103, 9=103. 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. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 13,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 116_BEAR_CREEK Truss V03 Truss Type GABLE Qty 1 Ply 1 116 Bear Creek Job Reference (optional) I46097693 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 19:39:19 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-MOaExR0OKw9ff7OasgwE0eWA3FVvc_qvU2c6CCzH8f6 Scale = 1:51.0 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 3x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 19-11-1219-11-12 9-11-14 9-11-14 19-11-12 9-11-14 0-0-48-3-140-0-410.00 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-SH 0.17 0.18 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 65 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 7-10: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 19-11-12. (lb) - Max Horz 1=143(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 13, 8 except 12=-107(LC 10), 9=-107(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 11 except 12=360(LC 17), 13=269(LC 17), 9=360(LC 18), 8=270(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-12=-278/156, 5-9=-277/156 NOTES-(7-8) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-13 to 3-4-13, Interior(1) 3-4-13 to 6-11-14, Exterior(2R) 6-11-14 to 12-11-14, Interior(1) 12-11-14 to 16-6-14, Exterior(2E) 16-6-14 to 19-6-14 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 13, 8 except (jt=lb) 12=107, 9=107. 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. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 13,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 116_BEAR_CREEK Truss V04 Truss Type GABLE Qty 1 Ply 1 116 Bear Creek Job Reference (optional) I46097694 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 19:39:20 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-qb8c8n105EHWHHzmQORTZr3KCfqyLSM2jiLgkezH8f5 Scale = 1:43.2 1 2 3 4 5 9 8 7 6 10 11 12 13 3x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 16-9-516-9-5 8-4-11 8-4-11 16-9-5 8-4-11 0-0-46-11-140-0-410.00 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-SH 0.21 0.20 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 48 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 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 Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 16-9-5. (lb) - Max Horz 1=120(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1 except 9=-116(LC 10), 6=-116(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 8 except 9=395(LC 17), 6=395(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-300/161, 4-6=-300/161 NOTES-(7-8) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 5-4-11, Exterior(2R) 5-4-11 to 11-4-11, Interior(1) 11-4-11 to 13-5-2, Exterior(2E) 13-5-2 to 16-5-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 9=116, 6=116. 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. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 13,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 116_BEAR_CREEK Truss V05 Truss Type Valley Qty 1 Ply 1 116 Bear Creek Job Reference (optional) I46097695 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 19:39:20 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-qb8c8n105EHWHHzmQORTZr3JgfsVLT12jiLgkezH8f5 Scale = 1:35.4 1 2 3 4 5 8 7 6 9 10 3x4 5x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-50-0-5 13-6-1513-6-10 6-9-8 6-9-8 13-6-15 6-9-8 0-0-45-7-140-0-410.00 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-SH 0.31 0.10 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 36 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-6-5. (lb) - Max Horz 1=-96(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=317(LC 17), 6=317(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-9 to 3-4-9, Interior(1) 3-4-9 to 3-9-8, Exterior(2R) 3-9-8 to 9-9-8, Interior(1) 9-9-8 to 10-2-6, Exterior(2E) 10-2-6 to 13-2-6 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 8, 6. 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. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 13,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 116_BEAR_CREEK Truss V06 Truss Type Valley Qty 1 Ply 1 116 Bear Creek Job Reference (optional) I46097696 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 19:39:21 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-Ini?M72esYPNuRYy_5yi53bR539E4wlBxL5DG4zH8f4 Scale = 1:27.4 1 2 3 4 5 6 3x6 4x6 3x6 2x4 0-0-50-0-5 10-4-910-4-4 5-2-4 5-2-4 10-4-9 5-2-4 0-0-44-3-140-0-410.00 12 Plate Offsets (X,Y)-- [2:0-3-13,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.46 0.26 0.08 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: 25 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=10-3-15, 3=10-3-15, 4=10-3-15 Max Horz 1=-72(LC 6) Max Uplift 1=-2(LC 10), 3=-9(LC 11) Max Grav 1=192(LC 1), 3=192(LC 1), 4=385(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-9 to 3-4-9, Exterior(2R) 3-4-9 to 6-11-15, Exterior(2E) 6-11-15 to 9-11-15 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 13,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 116_BEAR_CREEK Truss V07 Truss Type Valley Qty 1 Ply 1 116 Bear Creek Job Reference (optional) I46097697 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 19:39:22 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-mzGNZT3GdrXDWb79YpTxeG8eLTWmpOkLA?qmoXzH8f3 Scale = 1:20.4 1 2 3 4 5 6 3x4 3x4 3x4 2x4 0-0-50-0-5 7-2-27-1-13 3-7-1 3-7-1 7-2-2 3-7-1 0-0-42-11-140-0-410.00 12 Plate Offsets (X,Y)-- [1:0-3-6,Edge], [3:0-0-11,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 0.36 0.17 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: 15 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 Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=7-1-9, 3=7-1-9, 4=7-1-9 Max Horz 1=-49(LC 6) Max Uplift 1=-12(LC 11), 3=-18(LC 11) Max Grav 1=150(LC 1), 3=150(LC 1), 4=228(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-7 to 3-3-7, Exterior(2R) 3-3-7 to 3-10-11, Exterior(2E) 3-10-11 to 6-10-11 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 13,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 116_BEAR_CREEK Truss V08 Truss Type VALLEY Qty 1 Ply 1 116 Bear Creek Job Reference (optional) I46097698 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 19:39:23 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-E9qlnp4uO9f48liL5W_ABUhsNsu_YrKUPfaKLzzH8f2 Scale = 1:11.1 1 2 3 4 3x4 3x4 3x4 2x4 0-0-50-0-5 3-11-123-11-7 1-11-14 1-11-14 3-11-12 1-11-14 0-0-41-7-140-0-410.00 12 Plate Offsets (X,Y)-- [1:0-3-6,Edge], [3:0-0-11,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 0.09 0.05 0.01 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: 8 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 3-11-12 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-11-2, 3=3-11-2, 4=3-11-2 Max Horz 1=-25(LC 6) Max Uplift 1=-6(LC 11), 3=-9(LC 11) Max Grav 1=77(LC 1), 3=77(LC 1), 4=118(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 5) Non Standard bearing condition. Review required. 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. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 13,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 116_BEAR_CREEK Truss V09 Truss Type Valley Qty 2 Ply 1 116 Bear Creek Job Reference (optional) I46097699 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 19:39:24 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-iMO7_84W9TnxlvGXfEWPjhD_ZGBFHH3edJJttPzH8f1 Scale = 1:29.4 1 2 3 4 5 8 7 6 3x4 3x6 3x4 3x6 3x4 2x4 2-11-02-11-0 -0-6-0 0-6-0 1-5-8 1-5-8 2-11-0 1-5-8 3-5-0 0-6-0 3-11-135-2-63-11-1310.00 12 Plate Offsets (X,Y)-- [2:0-3-4,Edge], [4:0-3-4,0-0-0], [6: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-R 0.31 0.24 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 4 4 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=2-11-0, 6=2-11-0, 7=2-11-0 Max Horz 8=-130(LC 8) Max Uplift 8=-97(LC 6), 6=-97(LC 7) Max Grav 8=161(LC 18), 6=161(LC 17), 7=104(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 13,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 116_BEAR_CREEK Truss V09GE Truss Type VALLEY Qty 2 Ply 1 116 Bear Creek Job Reference (optional) I46097700 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 19:39:24 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-iMO7_84W9TnxlvGXfEWPjhDzKGDsHDAedJJttPzH8f1 Scale = 1:36.3 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 45 7 6 10 9 8 11 12 4x6 3x4 3x4 4x6 2x4 3x4 4x6 4x6 2-0-0 4-0-02-11-0 2-11-0 -0-6-0 0-6-0 1-5-8 1-5-8 2-11-0 1-5-8 3-5-0 0-6-0 5-3-136-6-65-3-1310.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4], [4:0-2-0,0-1-4], [6:0-2-0,0-2-0], [7:0-2-0,0-2-0], [9:0-3-0,0-1-8], [10:0-2-8,0-1-8] 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-SH 0.33 0.07 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 4 4 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 61 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 8 REACTIONS. (size)7=2-11-0, 6=2-11-0 Max Horz 7=-164(LC 8) Max Uplift 7=-153(LC 6), 6=-153(LC 7) Max Grav 7=267(LC 18), 6=257(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 7-10=-445/431, 6-9=-473/446 WEBS 7-11=-602/536, 6-12=-616/567 NOTES-(7-8) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=153, 6=153. 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. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 13,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 116_BEAR_CREEK Truss V10 Truss Type Valley Qty 2 Ply 1 116 Bear Creek Job Reference (optional) I46097701 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 19:39:25 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-AYxVBU58wmvoN2rkDx1eGvmB0gZL0kMnsz3RPszH8f0 Scale = 1:22.5 1 2 3 4 5 8 7 6 3x4 3x4 3x4 3x4 3x4 2x4 2-11-02-11-0 -0-6-0 0-6-0 1-5-8 1-5-8 2-11-0 1-5-8 3-5-0 0-6-0 2-7-133-10-62-7-1310.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4], [4:0-2-0,0-1-4], [6: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-R 0.14 0.12 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 4 4 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=2-11-0, 6=2-11-0, 7=2-11-0 Max Horz 8=-95(LC 8) Max Uplift 8=-44(LC 6), 6=-44(LC 7) Max Grav 8=118(LC 18), 6=118(LC 17), 7=103(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 13,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 116_BEAR_CREEK Truss V11 Truss Type Valley Qty 2 Ply 1 116 Bear Creek Job Reference (optional) I46097702 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 19:39:26 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-fkVuPq6nh41f?CQwneYto6JO54wplB3x5do_xIzH8f? Scale = 1:15.6 1 2 3 4 5 8 7 6 3x4 3x4 3x4 3x4 3x4 2x4 2-11-02-11-0 -0-6-0 0-6-0 1-5-8 1-5-8 2-11-0 1-5-8 3-5-0 0-6-0 1-3-132-6-61-3-1310.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4], [4:0-2-0,0-1-4], [6: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-R 0.05 0.04 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 4 4 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=2-11-0, 6=2-11-0, 7=2-11-0 Max Horz 8=60(LC 9) Max Uplift 8=-25(LC 10), 6=-25(LC 11) Max Grav 8=95(LC 23), 6=95(LC 24), 7=100(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 13,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 116_BEAR_CREEK Truss V12 Truss Type Valley Qty 2 Ply 1 116 Bear Creek Job Reference (optional) I46097703 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 19:39:27 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-7x3GcA7PSO9WcM?6KM36LKrZ5UF4UeX4KHYXUkzH8f_ Scale = 1:8.8 1 2 3 3x4 3x4 3x4 0-0-50-0-5 2-10-92-10-4 1-5-5 1-5-5 2-10-9 1-5-5 0-0-41-2-60-0-410.00 12 Plate Offsets (X,Y)-- [1:0-3-6,Edge], [2:0-2-0,Edge], [3:0-0-11,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 0.04 0.10 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: 5 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 2-10-9 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=2-10-0, 3=2-10-0 Max Horz 1=-17(LC 6) Max Grav 1=92(LC 1), 3=92(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 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; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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 is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 13,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 116_BEAR_CREEK Truss V13 Truss Type Valley Qty 1 Ply 1 116 Bear Creek Job Reference (optional) I46097704 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 12 19:39:27 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:7p1yGKCmG7u_ciwpMABd00zbMnB-7x3GcA7PSO9WcM?6KM36LKrW9UEVUeX4KHYXUkzH8f_ Scale = 1:8.6 1 2 3 3x4 3x4 3x4 3-6-2 3-6-2 0-0-41-2-14.00 12 Plate Offsets (X,Y)-- [3:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.23 0.14 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: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-2 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-5-6, 3=3-5-6 Max Horz 1=28(LC 7) Max Uplift 1=-3(LC 6), 3=-8(LC 10) Max Grav 1=109(LC 1), 3=109(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 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. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 13,2021 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.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge 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