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HomeMy WebLinkAboutI44215148.97_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). January 5,2021 Liu, Xuegang Pages or sheets covered by this seal: I44215148 thru I44215198 My license renewal date for the state of Indiana is July 31, 2022. 97_Bear_Creek 97 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 Component available 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 97_BEAR_CREEK Truss GE01 Truss Type GABLE Qty 1 Ply 1 97 Bear Creek Job Reference (optional) I44215148 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jan 4 17:15:09 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Fh6xqts8u1h94CLhEUdnz5zIWj3-HLY0aCP70ZLjOCE283O90g3yGO54W0DpVYkgrQzygG0 Scale = 1:41.8 Sheet Front Full Sheathing1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 14 3x4 3x4 4x6 3x4 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 19-7-019-7-0 -1-0-0 1-0-0 9-9-8 9-9-8 19-7-0 9-9-8 20-7-0 1-0-0 0-11-05-9-120-11-06.00 12 Plate Offsets (X,Y)-- [22:0-1-8,0-1-8] 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 0.08 0.02 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 13 13 14 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 205 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 19-7-0. (lb) - Max Horz 25=-65(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 25, 14, 20, 21, 23, 24, 18, 17, 16, 15 Max Grav All reactions 250 lb or less at joint(s) 25, 14, 19, 20, 21, 23, 24, 18, 17, 16, 15 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(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) -1-0-0 to 1-9-8, Exterior(2N) 1-9-8 to 6-9-8, Corner(3R) 6-9-8 to 12-9-8, Exterior(2N) 12-9-8 to 17-7-0, Corner(3E) 17-7-0 to 20-7-0 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 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 25, 14, 20, 21, 23, 24, 18, 17, 16, 15. 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.). January 5,2021 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 Component available 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 97_BEAR_CREEK Truss GE02 Truss Type GABLE Qty 1 Ply 1 97 Bear Creek Job Reference (optional) I44215149 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jan 4 17:15:11 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Fh6xqts8u1h94CLhEUdnz5zIWj3-Djgn?uRNYAcRdWNRFUQd558HmCma_xD6zsDmwIzygG_ Scale = 1:15.7 Sheet FrontFull Sheathing 1 Ply 7/16OSB8 1 2 3 4 7 6 5 3x4 3x4 3x6 2x4 2x4 5-11-8 5-11-8 6-11-8 1-0-0 2-5-60-8-83.50 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 0.15 0.08 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) 4 4 5 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 37 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* 3-5: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=5-11-8, 5=5-11-8, 6=5-11-8 Max Horz 7=-67(LC 8) Max Uplift 7=-1(LC 6), 5=-30(LC 7), 6=-27(LC 11) Max Grav 7=27(LC 1), 5=208(LC 1), 6=290(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) 0-1-4 to 3-1-4, Exterior(2N) 3-1-4 to 3-11-8, Corner(3E) 3-11-8 to 6-11-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5, 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.). January 5,2021 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 Component available 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 97_BEAR_CREEK Truss GE03 Truss Type GABLE Qty 1 Ply 1 97 Bear Creek Job Reference (optional) I44215150 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jan 4 17:15:12 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Fh6xqts8u1h94CLhEUdnz5zIWj3-hwE9CES0JUkIFgydpBxseJhT1c7qjOHFBWzKRlzygFz Scale = 1:9.3 Sheet Front Full Sheathing1 Ply 7/16OSB8 1 2 3 5 4 3x4 3x4 3x6 2-0-0 2-0-0 3-0-0 1-0-0 1-3-80-8-83.50 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 0.11 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 3 2 4 l/defl n/r n/r n/a L/d 180 120 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* 2-4: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=2-0-0, 4=2-0-0 Max Horz 5=-32(LC 6) Max Uplift 5=-3(LC 6), 4=-39(LC 7) Max Grav 5=47(LC 1), 4=161(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 100 lb uplift at joint(s) 5, 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) 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.). January 5,2021 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 Component available 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 97_BEAR_CREEK Truss GE04 Truss Type GABLE Qty 1 Ply 1 97 Bear Creek Job Reference (optional) I44215151 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jan 4 17:15:14 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Fh6xqts8u1h94CLhEUdnz5zIWj3-dIMvdwTGr5_0Uz60wczKjkmozPnRBF5YfqSQVdzygFx Scale = 1:57.1 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 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 19-11-019-11-0 -1-0-0 1-0-0 9-11-8 9-11-8 19-11-0 9-11-8 20-11-0 1-0-0 1-3-09-6-91-3-010.00 12 Plate Offsets (X,Y)-- [22:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.15 0.07 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 13 13 14 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 311 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. WEBS 1 Row at midpt 7-19 REACTIONS.All bearings 19-11-0. (lb) - Max Horz 24=191(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 24, 14, 20, 21, 22, 18, 17, 16 except 23=-111(LC 10), 15=-104(LC 11) 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. TOP CHORD 6-7=-145/285, 7-8=-145/285 WEBS 7-19=-308/112 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) -1-0-0 to 1-11-8, Exterior(2N) 1-11-8 to 6-11-8, Corner(3R) 6-11-8 to 12-11-8, Exterior(2N) 12-11-8 to 17-11-0, Corner(3E) 17-11-0 to 20-11-0 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 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24, 14, 20, 21, 22, 18, 17, 16 except (jt=lb) 23=111, 15=104. 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.). January 5,2021 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 Component available 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 97_BEAR_CREEK Truss GE05 Truss Type GABLE Qty 1 Ply 1 97 Bear Creek Job Reference (optional) I44215152 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jan 4 17:15:15 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Fh6xqts8u1h94CLhEUdnz5zIWj3-5VvIqFUucP6t67hCUKUZGxJzzp86wj3iuUB_23zygFw Scale = 1:38.7 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 3x4 3x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 11-7-811-7-8 -1-0-0 1-0-0 5-9-12 5-9-12 11-7-8 5-9-12 12-7-8 1-0-0 1-3-06-1-21-3-010.00 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 0.13 0.05 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.00 (loc) 9 9 10 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 135 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-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 11-7-8. (lb) - Max Horz 16=129(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 16, 10, 14, 15, 12, 11 Max Grav All reactions 250 lb or less at joint(s) 16, 10, 13, 14, 15, 12, 11 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(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) -1-0-0 to 1-9-12, Exterior(2N) 1-9-12 to 2-9-12, Corner(3R) 2-9-12 to 8-9-12, Exterior(2N) 8-9-12 to 9-7-8, Corner(3E) 9-7-8 to 12-7-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 10, 14, 15, 12, 11. 9) This truss is designed in accordance with the 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.). January 5,2021 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 Component available 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 97_BEAR_CREEK Truss GE06 Truss Type GABLE Qty 1 Ply 1 97 Bear Creek Job Reference (optional) I44215153 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jan 4 17:15:17 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Fh6xqts8u1h94CLhEUdnz5zIWj3-2t12FxW880MbLRrbclX1LMOEtdh_OUC_Log56yzygFu Scale = 1:59.7 Sheet Front Right Option 6-2-6 1 Ply 7/16OSB8 1 2 3 4 5 6 7 17 16 15 13 12 11 10 9 8 34 35 14 4x6 3x8 3x8 3x4 3x4 3x6 4x8 3x6 3x6 2x4 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 9-6-09-6-0 11-5-81-11-8 12-9-101-4-2 19-0-06-2-6 -1-0-0 1-0-0 4-10-4 4-10-4 5-7-13 0-9-9 9-6-0 3-10-3 14-1-12 4-7-12 19-0-0 4-10-4 19-11-8 0-11-8 1-3-09-2-01-3-010.00 12 Plate Offsets (X,Y)-- [18:0-0-3,0-1-0], [19:0-2-0,0-0-4], [19:0-1-2,0-0-10], [28:0-1-9,0-1-0], [30:0-1-9,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.49 0.60 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.38 0.02 (loc) 15-17 15-17 8 l/defl >717 >349 n/a L/d 240 180 n/a PLATES MT20 Weight: 231 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* 2-17,6-8: 2x4 SPF-S Stud, 18-19,13-19,18-20: 2x4 SPF No.2 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 7-10-0 except (jt=length) 17=0-3-8, 14=0-3-8. (lb) - Max Horz 17=184(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 8, 13 except 14=-124(LC 3) Max Grav All reactions 250 lb or less at joint(s) 13, 12, 11, 10, 9, 14 except 17=794(LC 1), 8=741(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-284/73, 3-4=-603/81, 4-5=-603/81, 2-17=-326/82, 6-8=-272/109 BOT CHORD 15-17=-28/545, 14-15=0/497, 13-14=0/497, 12-13=0/497, 11-12=0/497, 10-11=0/497, 9-10=0/497, 8-9=0/497 WEBS 4-15=-21/449, 3-17=-524/3, 5-8=-599/0 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-6-0, Exterior(2R) 6-6-0 to 12-6-0, Interior(1) 12-6-0 to 16-11-8, Exterior(2E) 16-11-8 to 19-11-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 13 except (jt=lb) 14=124. 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) 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.). January 5,2021 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 Component available 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 97_BEAR_CREEK Truss J01 Truss Type Jack-Closed Girder Qty 4 Ply 1 97 Bear Creek Job Reference (optional) I44215154 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jan 4 17:15:19 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Fh6xqts8u1h94CLhEUdnz5zIWj3-_G9ogdXPgdcIbk?zjAZVQnTf6QUbsY0Ho69BBrzygFs Scale = 1:13.7 1 2 3 6 7 4 8 5 3x4 3x4 4x6 1-1-31-1-3 3-9-122-8-9 3-10-80-0-12 -1-0-0 1-0-0 1-1-3 1-1-3 3-10-8 2-9-5 1-3-02-2-010.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4], [3:0-2-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.19 0.14 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.03 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 4=Mechanical, 5=Mechanical Max Horz 6=37(LC 7) Max Uplift 6=-15(LC 8), 4=-35(LC 5) Max Grav 6=224(LC 1), 4=100(LC 22), 5=71(LC 3) 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; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 48 lb down and 31 lb up at 2-0-12 on top chord, and 12 lb down and 11 lb up at 2-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-6=-20 Concentrated Loads (lb) Vert: 8=1(F) January 5,2021 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 Component available 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 97_BEAR_CREEK Truss J02 Truss Type Jack-Open Qty 3 Ply 1 97 Bear Creek Job Reference (optional) I44215155 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jan 4 17:15:20 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Fh6xqts8u1h94CLhEUdnz5zIWj3-SSjBuzY1Rxk9CuZAHt4kz?0oCqqYb?GR1mvljHzygFr Scale = 1:19.6 1 2 3 6 4 5 3x6 3x4 3x6 2-6-02-6-0 3-10-81-4-8 -1-0-0 1-0-0 2-6-0 2-6-0 3-10-8 1-4-8 1-3-03-4-03-0-83-4-010.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4], [3:0-4-0,0-1-12] 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-R 0.29 0.16 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.02 -0.06 (loc) 5-6 5-6 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 *Except* 3-4: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 4=Mechanical, 5=Mechanical Max Horz 6=69(LC 10) Max Uplift 4=-33(LC 10) Max Grav 6=224(LC 1), 4=98(LC 1), 5=72(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 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.). January 5,2021 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 Component available 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 97_BEAR_CREEK Truss J03 Truss Type Jack-Open Qty 1 Ply 1 97 Bear Creek Job Reference (optional) I44215156 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jan 4 17:15:21 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Fh6xqts8u1h94CLhEUdnz5zIWj3-weHZ5JZfCFs0q28MqabzVCZ_oE8qKSWaGQeIFjzygFq Scale = 1:19.6 1 2 3 4 9 8 7 5 6 3x4 3x4 3x6 3x4 3x4 3x4 2-3-82-3-8 3-10-81-7-0 -1-0-0 1-0-0 2-6-0 2-6-0 3-10-8 1-4-8 1-3-03-4-02-8-03-1-80-8-03-4-010.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4], [4:0-3-7,0-0-15], [8:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.18 0.22 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.03 -0.05 (loc) 7 7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 *Except* 1-4: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-8: 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)9=0-3-8, 5=Mechanical, 6=Mechanical Max Horz 9=71(LC 10) Max Uplift 5=-15(LC 7), 6=-14(LC 10) Max Grav 9=224(LC 1), 5=75(LC 1), 6=67(LC 3) 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 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) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 4 = 8% 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 5,2021 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 Component available 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 97_BEAR_CREEK Truss J04 Truss Type Jack-Open Qty 26 Ply 1 97 Bear Creek Job Reference (optional) I44215157 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jan 4 17:15:21 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Fh6xqts8u1h94CLhEUdnz5zIWj3-weHZ5JZfCFs0q28MqabzVCZxxE87KSWaGQeIFjzygFq Scale = 1:25.5 1 2 5 3 4 4x6 3x6 3-10-83-10-8 -1-0-0 1-0-0 3-10-8 3-10-8 1-3-04-5-123-11-154-5-1210.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] 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-R 0.36 0.20 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.02 -0.04 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=99(LC 10) Max Uplift 3=-69(LC 10) Max Grav 5=224(LC 1), 3=108(LC 17), 4=72(LC 3) 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. 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.). January 5,2021 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 Component available 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 97_BEAR_CREEK Truss J05 Truss Type Jack-Open Qty 1 Ply 1 97 Bear Creek Job Reference (optional) I44215158 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jan 4 17:15:22 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Fh6xqts8u1h94CLhEUdnz5zIWj3-OrqxIfZHyY_tSCjYOI7C2Q5AgeXo3vmjV4OsnAzygFp Scale = 1:13.8 1 2 5 3 43x4 3x4 2-0-02-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 1-0-02-2-01-9-12-2-07.00 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-R 0.10 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 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=39(LC 10) Max Uplift 3=-25(LC 10) Max Grav 5=161(LC 1), 3=43(LC 17), 4=36(LC 3) 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. 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.). January 5,2021 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 Component available 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 97_BEAR_CREEK Truss J06 Truss Type Jack-Open Qty 3 Ply 1 97 Bear Creek Job Reference (optional) I44215159 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jan 4 17:15:23 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Fh6xqts8u1h94CLhEUdnz5zIWj3-s1OJW?avjs6k3MIly?eRadeKx2tmoM0tjk7PKczygFo Scale = 1:15.1 1 2 5 3 43x4 3x4 2-0-02-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 1-1-02-5-01-11-132-5-08.00 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-R 0.14 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.01 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 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=45(LC 10) Max Uplift 3=-30(LC 10) Max Grav 5=161(LC 1), 3=45(LC 17), 4=36(LC 3) 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. 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.). January 5,2021 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 Component available 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 97_BEAR_CREEK Truss J07 Truss Type Jack-Open Qty 1 Ply 1 97 Bear Creek Job Reference (optional) I44215160 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jan 4 17:15:24 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Fh6xqts8u1h94CLhEUdnz5zIWj3-KDyhjKbXUAEbhWtxWj9g7rBWxRDAXpG0yOtys2zygFn Scale = 1:15.0 1 2 5 3 4 3x4 3x4 0-2-130-2-13 2-6-122-3-14 -1-3-6 1-3-6 2-6-12 2-6-12 1-0-132-4-130-4-122-0-22-4-136.25 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-R 0.12 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-12 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-5-10, 3=Mechanical, 4=Mechanical Max Horz 5=44(LC 10) Max Uplift 5=-3(LC 10), 3=-28(LC 10) Max Grav 5=203(LC 1), 3=50(LC 1), 4=45(LC 3) 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) 5, 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.). January 5,2021 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 Component available 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 97_BEAR_CREEK Truss J08 Truss Type Jack-Open Girder Qty 1 Ply 1 97 Bear Creek Job Reference (optional) I44215161 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jan 4 17:15:25 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LHU58dFD0JzLa?dzrZBmyXzIIIi-pQW3xgcAFTMSJfS73Qgvg2jfkrY9GGVAB1cWOUzygFm Scale = 1:13.7 1 2 5 3 43x4 3x6 1-10-81-9-15 -1-8-15 1-8-15 1-10-8 1-10-8 1-3-02-1-120-4-101-9-22-1-125.73 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.24 0.07 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 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 1-10-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-5-1, 3=Mechanical, 4=Mechanical Max Horz 5=41(LC 7) Max Uplift 5=-14(LC 10), 3=-16(LC 10) Max Grav 5=239(LC 1), 3=5(LC 17), 4=31(LC 3) 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 Corner(3) 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) 5, 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.). January 5,2021 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 Component available 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 97_BEAR_CREEK Truss J09 Truss Type Jack-Open Qty 1 Ply 1 97 Bear Creek Job Reference (optional) I44215162 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jan 4 17:15:26 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Fh6xqts8u1h94CLhEUdnz5zIWj3-Hc4S80do0nUJwp1Jd8B8CGGrbFvX?jlJPhM3wxzygFl Scale = 1:15.0 1 2 5 3 4 3x4 3x4 2-2-92-2-9 -1-7-3 1-7-3 2-2-9 2-2-9 1-3-02-4-130-4-122-0-22-4-136.25 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-R 0.17 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.01 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-9 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-4-11, 3=Mechanical, 4=Mechanical Max Horz 5=44(LC 7) Max Uplift 5=-7(LC 10), 3=-23(LC 10) Max Grav 5=227(LC 1), 3=26(LC 17), 4=38(LC 3) 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) 5, 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.). January 5,2021 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 Component available 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 97_BEAR_CREEK Truss M01 Truss Type GABLE Qty 1 Ply 1 97 Bear Creek Job Reference (optional) I44215163 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jan 4 17:15:27 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6H3pMzVI1z7N1nyZYuoxGLz_V1Z-loeqMMdQn5dAYzcWBriOlTptBf7xkA6TeL5cTNzygFk Scale = 1:19.4 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 5 4 12 13 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 7-5-07-5-0 -1-0-0 1-0-0 7-5-0 7-5-0 0-8-82-10-70-3-83.50 12 Plate Offsets (X,Y)-- [2:0-0-8,0-1-12], [5:0-0-0,0-1-12] 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-SH 0.76 0.49 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.28 0.00 (loc) 4-5 4-5 l/defl >680 >307 n/a L/d 240 180 n/a PLATES MT20 Weight: 51 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 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. (size)5=0-3-8, 4=0-1-8 Max Horz 5=65(LC 6) Max Uplift 5=-33(LC 6), 4=-25(LC 10) Max Grav 5=359(LC 1), 4=279(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-298/208 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 Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-0-5, Exterior(2R) 3-0-5 to 7-3-4 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) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) 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. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 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.). January 5,2021 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 Component available 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 97_BEAR_CREEK Truss M02 Truss Type Monopitch Qty 4 Ply 1 97 Bear Creek Job Reference (optional) I44215164 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jan 4 17:15:27 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6H3pMzVI1z7N1nyZYuoxGLz_V1Z-loeqMMdQn5dAYzcWBriOlTpwbf95kA8TeL5cTNzygFk Scale = 1:17.6 1 2 3 5 4 6 7 2x4 3x6 2x4 6-5-06-5-0 -1-0-0 1-0-0 6-5-0 6-5-0 0-8-82-6-150-3-83.50 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 0.54 0.36 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.15 0.00 (loc) 4-5 4-5 l/defl >999 >484 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=0-1-8 Max Horz 5=57(LC 6) Max Uplift 5=-32(LC 6), 4=-22(LC 10) Max Grav 5=320(LC 1), 4=239(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-267/200 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-3-4, Exterior(2E) 3-3-4 to 6-3-4 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) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). January 5,2021 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 Component available 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 97_BEAR_CREEK Truss M03 Truss Type Monopitch Qty 6 Ply 1 97 Bear Creek Job Reference (optional) I44215165 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jan 4 17:15:28 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:6H3pMzVI1z7N1nyZYuoxGLz_V1Z-D?CCZie2YOl1A7BilZDdHhL893X6TdTct?rA?pzygFj Scale: 3/4"=1' 1 2 3 5 4 2x4 3x6 2x4 5-5-05-5-0 -1-0-0 1-0-0 5-5-0 5-5-0 0-8-82-3-70-3-83.50 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 0.36 0.24 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.07 0.00 (loc) 4-5 4-5 l/defl >999 >830 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=0-1-8 Max Horz 5=49(LC 6) Max Uplift 5=-32(LC 6), 4=-19(LC 10) Max Grav 5=281(LC 1), 4=197(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) 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) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). January 5,2021 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 Component available 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 97_BEAR_CREEK Truss T01 Truss Type Common Qty 1 Ply 1 97 Bear Creek Job Reference (optional) I44215166 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jan 4 17:15:29 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Fh6xqts8u1h94CLhEUdnz5zIWj3-hBmam2fgJitunHmuIGlsquuH2Sk3Cxil6fajXGzygFi Scale = 1:38.0 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 4x6 3x8 MT18HS 3x8 3x6 3x6 10x10 10x10 9-9-89-9-8 19-7-09-9-8 -1-0-0 1-0-0 5-0-0 5-0-0 9-9-8 4-9-8 14-7-0 4-9-8 19-7-0 5-0-0 20-7-0 1-0-0 0-11-05-9-120-11-06.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-0-14], [2:Edge,0-3-8], [6:0-1-12,0-0-14], [8:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.48 0.77 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.35 0.03 (loc) 9-11 9-11 8 l/defl >999 >659 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 73 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 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=0-5-8, 8=0-5-8 Max Horz 11=-65(LC 8) Max Uplift 11=-14(LC 10), 8=-14(LC 11) Max Grav 11=840(LC 1), 8=840(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-334/32, 3-4=-870/99, 4-5=-870/99, 5-6=-334/32, 2-11=-333/85, 6-8=-333/85 BOT CHORD 9-11=-39/896, 8-9=-26/896 WEBS 4-9=0/483, 3-11=-779/101, 5-8=-779/101 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-9-8, Exterior(2R) 6-9-8 to 12-9-8, Interior(1) 12-9-8 to 17-7-0, Exterior(2E) 17-7-0 to 20-7-0 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) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 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.). January 5,2021 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 Component available 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 97_BEAR_CREEK Truss T02 Truss Type Roof Special Qty 9 Ply 1 97 Bear Creek Job Reference (optional) I44215167 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jan 4 17:15:30 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Fh6xqts8u1h94CLhEUdnz5zIWj3-9NJy_OgI40?kPRK5szG5N6QS5sCbxXuvKJKH4izygFh Scale = 1:16.31 2 3 5 4 2x4 3x6 2x4 6-0-06-0-0 6-0-0 6-0-0 7-0-0 1-0-0 2-5-80-3-80-8-83.50 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 0.46 0.30 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.11 0.00 (loc) 4-5 4-5 4 l/defl >999 >599 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 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)4=0-3-8, 5=0-1-8 Max Horz 5=-54(LC 7) Max Uplift 4=-32(LC 7), 5=-21(LC 11) Max Grav 4=304(LC 1), 5=221(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-254/203 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) 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) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 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) 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.). January 5,2021 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 Component available 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 97_BEAR_CREEK Truss T03 Truss Type Hip Qty 1 Ply 1 97 Bear Creek Job Reference (optional) I44215168 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jan 4 17:15:32 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Fh6xqts8u1h94CLhEUdnz5zIWj3-5mRjP3hZcdFSfkUT_OIZSXWmbgp9PGDCodpN8azygFf Scale = 1:65.5 1 2 3 4 5 6 7 8 9 1011 21 20 19 18 17 16 15 14 13 12 22 23 24 25 26 27 7x16 MT18HS 3x6 3x4 3x6 3x6 3x8 3x8 3x8 2x4 3x4 3x6 7x16 MT18HS 3x8 3x6 3x8 5x6 3x4 5x6 3x6 3-10-133-10-13 7-7-23-8-5 14-6-76-11-5 21-4-96-10-1 28-3-146-11-5 32-0-33-8-5 35-11-03-10-13 -1-0-0 1-0-0 3-10-13 3-10-13 7-7-2 3-8-5 14-6-7 6-11-5 21-4-9 6-10-1 28-3-14 6-11-5 32-0-3 3-8-5 35-11-0 3-10-13 36-11-0 1-0-0 1-1-05-11-136-1-121-1-05-11-138.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [4:1-1-1,Edge], [7:0-2-8,0-1-8], [8:1-1-1,Edge], [10:0-3-0,0-1-12], [13:0-2-8,0-1-8], [20:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.59 0.62 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.28 0.09 (loc) 15-18 15-18 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 147 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-21,10-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-12 oc purlins, except end verticals, and 2-0-0 oc purlins (3-6-8 max.): 4-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-19, 5-15, 7-14 REACTIONS. (size)21=0-3-8, 12=0-3-8 Max Horz 21=-124(LC 8) Max Grav 21=1494(LC 1), 12=1494(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1778/0, 3-4=-1814/23, 4-5=-1494/29, 5-7=-2198/40, 7-8=-1494/29, 8-9=-1814/23, 9-10=-1778/0, 2-21=-1443/9, 10-12=-1443/9 BOT CHORD 19-20=-51/1420, 18-19=-56/2198, 15-18=-56/2198, 14-15=-30/2198, 13-14=0/1420 WEBS 3-20=-254/27, 4-19=0/658, 5-19=-967/87, 5-18=0/278, 7-15=0/279, 7-14=-967/87, 8-14=0/659, 9-13=-254/27, 2-20=0/1334, 10-13=0/1334 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-4-3, Exterior(2R) 3-4-3 to 11-10-1, Interior(1) 11-10-1 to 24-0-15, Exterior(2R) 24-0-15 to 32-6-13, Interior(1) 32-6-13 to 33-11-0, Exterior(2E) 33-11-0 to 36-11-0 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.). January 5,2021 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 Component available 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 97_BEAR_CREEK Truss T04 Truss Type Hip Qty 1 Ply 1 97 Bear Creek Job Reference (optional) I44215169 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jan 4 17:15:34 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Fh6xqts8u1h94CLhEUdnz5zIWj3-29ZTqljp8EVAu2es5pK1Xyb4NTRYtCzVFxIUDTzygFd Scale = 1:65.9 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 7x16 MT18HS 7x16 MT18HS 3x6 3x8 3x8 2x4 3x8 3x8 3x8 3x6 5x8 5x8 3x6 3x6 10-1-210-1-2 17-11-87-10-6 25-9-147-10-6 35-11-010-1-2 -1-0-0 1-0-0 5-1-13 5-1-13 10-1-2 4-11-5 17-11-8 7-10-6 25-9-14 7-10-6 30-9-3 4-11-5 35-11-0 5-1-13 36-11-0 1-0-0 1-1-07-7-137-9-121-1-07-7-138.00 12 Plate Offsets (X,Y)-- [4:1-1-1,Edge], [6:1-1-1,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 0.76 0.82 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.26 -0.53 0.09 (loc) 15-16 15-16 10 l/defl >999 >802 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 152 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-15,5-11: 2x4 SPF No.2, 2-16,8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-7 oc purlins, except end verticals, and 2-0-0 oc purlins (3-8-11 max.): 4-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-15, 5-11, 3-16, 7-10 REACTIONS. (size)16=0-3-8, 10=0-3-8 Max Horz 16=-154(LC 8) Max Grav 16=1494(LC 1), 10=1494(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-409/35, 3-4=-1761/23, 4-5=-1417/46, 5-6=-1417/46, 6-7=-1761/23, 7-8=-409/35, 2-16=-406/57, 8-10=-406/57 BOT CHORD 15-16=-47/1444, 13-15=0/1782, 11-13=0/1782, 10-11=0/1444 WEBS 4-15=0/590, 5-15=-587/108, 5-13=0/258, 5-11=-587/108, 6-11=0/590, 3-16=-1539/3, 7-10=-1539/3 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-10-3, Exterior(2R) 5-10-3 to 14-4-1, Interior(1) 14-4-1 to 21-6-15, Exterior(2R) 21-6-15 to 30-0-13, Interior(1) 30-0-13 to 33-11-0, Exterior(2E) 33-11-0 to 36-11-0 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.). January 5,2021 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 Component available 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 97_BEAR_CREEK Truss T05 Truss Type Hip Qty 1 Ply 1 97 Bear Creek Job Reference (optional) I44215170 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jan 4 17:15:36 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Fh6xqts8u1h94CLhEUdnz5zIWj3-_XhEERk3fslu7MoEDENVcNgRyH7OL7PnjFnbHMzygFb Scale = 1:69.7 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 23 24 25 3x6 5x10 MT18HS 5x10 MT18HS 3x6 4x6 3x8 MT18HS 3x6 3x6 3x8 3x4 3x8 3x6 3x6 6x8 4x6 6x8 3x8 MT18HS 6-4-136-4-13 12-7-26-2-5 23-3-1410-8-12 29-6-36-2-5 35-11-06-4-13 -1-0-0 1-0-0 6-4-13 6-4-13 12-7-2 6-2-5 17-11-8 5-4-6 23-3-14 5-4-6 29-6-3 6-2-5 35-11-0 6-4-13 36-11-0 1-0-0 1-1-09-3-139-5-121-1-09-3-138.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5:0-6-8,0-1-14], [7:0-6-8,0-1-14], [10:0-3-8,Edge], [12:Edge,0-3-8], [13:0-2-8,0-1-8], [18:0-2-8,0-1-8] 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 0.63 0.79 0.50 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.29 -0.61 0.06 (loc) 14-17 14-17 12 l/defl >999 >699 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 160 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-17,6-14: 2x4 SPF No.2, 2-19,10-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-6 oc purlins, except end verticals, and 2-0-0 oc purlins (4-10-14 max.): 5-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-17, 6-14 REACTIONS. (size)19=0-3-8, 12=0-3-8 Max Horz 19=-184(LC 8) Max Grav 19=1494(LC 1), 12=1494(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1905/0, 4-5=-1654/57, 5-6=-1298/78, 6-7=-1298/78, 7-8=-1654/57, 8-10=-1905/0, 2-19=-1426/23, 10-12=-1426/23 BOT CHORD 18-19=-154/359, 17-18=0/1500, 14-17=0/1406, 13-14=0/1500 WEBS 4-17=-316/131, 5-17=0/549, 6-17=-326/130, 6-14=-326/130, 7-14=0/549, 8-14=-316/131, 2-18=0/1269, 10-13=0/1269 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 8-4-3, Exterior(2R) 8-4-3 to 16-10-1, Interior(1) 16-10-1 to 19-0-15, Exterior(2R) 19-0-15 to 27-6-13, Interior(1) 27-6-13 to 33-11-0, Exterior(2E) 33-11-0 to 36-11-0 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.). January 5,2021 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 Component available 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 97_BEAR_CREEK Truss T06 Truss Type Hip Qty 1 Ply 1 97 Bear Creek Job Reference (optional) I44215171 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jan 4 17:15:37 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Fh6xqts8u1h94CLhEUdnz5zIWj3-SjEcSnlhQ9tllWNRmxuk9aDY7hWz4b7xxvW8pozygFa Scale = 1:80.3 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 3x6 8x14 MT18HS 7x16 MT18HS 3x6 12x12 3x6 3x6 3x6 3x4 3x8 3x6 3x6 12x12 3x6 7-7-137-7-13 15-1-27-5-5 20-9-145-8-12 28-3-37-5-5 35-11-07-7-13 -1-0-0 1-0-0 7-7-13 7-7-13 15-1-2 7-5-5 20-9-14 5-8-12 28-3-3 7-5-5 35-11-0 7-7-13 36-11-0 1-0-0 1-1-010-11-1311-1-121-1-010-11-138.00 12 Plate Offsets (X,Y)-- [5:0-7-9,Edge], [6:1-1-1,Edge], [11:Edge,0-10-2], [11:0-1-12,0-0-0], [12:0-2-8,0-1-8], [17:0-2-8,0-1-8], [18:0-1-12,0-0-0], [18:Edge,0-10-2] 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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.86 0.58 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.22 0.06 (loc) 16-17 16-17 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 166 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-16,5-14,6-14: 2x4 SPF No.2, 2-18,9-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-1 oc purlins, except end verticals, and 2-0-0 oc purlins (4-11-14 max.): 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-16, 5-14, 7-14 REACTIONS. (size)18=0-3-8, 11=0-3-8 Max Horz 18=-213(LC 8) Max Grav 18=1494(LC 1), 11=1494(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1926/0, 4-5=-1524/71, 5-6=-1165/95, 6-7=-1524/71, 7-9=-1926/0, 2-18=-1422/32, 9-11=-1422/32 BOT CHORD 17-18=-189/463, 16-17=-9/1503, 14-16=0/1165, 12-14=0/1503, 11-12=-65/324 WEBS 4-16=-471/137, 5-16=-10/448, 6-14=0/449, 7-14=-470/137, 2-17=0/1187, 9-12=0/1186 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 10-10-3, Exterior(2R) 10-10-3 to 25-0-13, Interior(1) 25-0-13 to 33-11-0, Exterior(2E) 33-11-0 to 36-11-0 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.). January 5,2021 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 Component available 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 97_BEAR_CREEK Truss T07 Truss Type Hip Qty 1 Ply 1 97 Bear Creek Job Reference (optional) I44215172 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jan 4 17:15:39 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Fh6xqts8u1h94CLhEUdnz5zIWj3-O6MMtTnyyn7T_pWpuMwCE?IzlUCzXRpEPD?FugzygFY Scale = 1:65.7 1 2 3 4 5 6 7 8 9 1011 21 20 19 18 17 16 15 14 13 12 22 23 24 25 26 5x10 MT18HS 3x6 3x4 3x6 3x6 3x8 3x8 3x8 2x4 3x4 3x4 8x14 MT18HS 3x8 3x6 3x8 3x6 10x10 5x6 3-10-133-10-13 7-7-23-8-5 14-1-96-6-7 20-6-126-5-3 27-1-26-6-7 31-4-134-3-11 35-11-04-6-3 -1-0-0 1-0-0 3-10-13 3-10-13 7-7-2 3-8-5 14-1-9 6-6-7 20-6-12 6-5-3 27-1-2 6-6-7 31-4-13 4-3-11 35-11-0 4-6-3 36-11-0 1-0-0 1-1-05-11-136-1-121-0-05-11-138.00 12 7.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [4:0-6-8,0-1-14], [8:0-10-10,Edge], [12:0-1-12,0-0-0], [12:Edge,0-8-0], [13:0-2-8,0-1-8], [20:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.53 0.61 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.28 0.09 (loc) 16-18 16-18 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 147 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-21,10-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-2 oc purlins, except end verticals, and 2-0-0 oc purlins (3-7-2 max.): 4-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-19, 7-14 REACTIONS. (size)21=0-3-8, 12=0-3-8 Max Horz 21=-123(LC 8) Max Grav 21=1494(LC 1), 12=1494(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1779/0, 3-4=-1813/11, 4-5=-1491/18, 5-7=-2225/26, 7-8=-1656/16, 8-9=-1948/10, 9-10=-1987/0, 2-21=-1443/4, 10-12=-1438/1 BOT CHORD 19-20=-42/1421, 18-19=-36/2170, 16-18=-36/2170, 14-16=-4/2225, 13-14=0/1654 WEBS 3-20=-252/27, 4-19=0/671, 5-19=-956/80, 5-18=0/261, 7-14=-828/91, 8-14=0/636, 2-20=0/1337, 10-13=0/1494 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-4-3, Exterior(2R) 3-4-3 to 11-10-1, Interior(1) 11-10-1 to 22-10-4, Exterior(2R) 22-10-4 to 31-4-13, Interior(1) 31-4-13 to 33-11-0, Exterior(2E) 33-11-0 to 36-11-0 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.). January 5,2021 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 Component available 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 97_BEAR_CREEK Truss T08 Truss Type Hip Qty 1 Ply 1 97 Bear Creek Job Reference (optional) I44215173 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jan 4 17:15:40 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Fh6xqts8u1h94CLhEUdnz5zIWj3-sIwk4pnaj4FKcz50S4RRnDr4muX5GtZNdtlpQ7zygFX Scale = 1:65.1 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 7x16 MT18HS 8x14 MT18HS 3x6 3x8 3x8 3x8 2x4 3x8 3x8 3x6 5x8 10x16 MT18HS3x6 10-1-210-1-2 17-2-07-0-14 24-2-147-0-14 35-11-011-8-2 -1-0-0 1-0-0 5-1-13 5-1-13 10-1-2 4-11-5 17-2-0 7-0-14 24-2-14 7-0-14 29-11-11 5-8-13 35-11-0 5-11-5 36-11-0 1-0-0 1-1-07-7-137-9-121-0-07-7-138.00 12 7.00 12 Plate Offsets (X,Y)-- [4:1-1-1,Edge], [6:0-10-10,Edge], [8:0-1-12,0-1-0], [10: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-SH 0.83 0.61 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.37 -0.76 0.08 (loc) 10-11 10-11 10 l/defl >999 >566 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 145 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 12-14: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-16,8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins, except end verticals, and 2-0-0 oc purlins (4-0-1 max.): 4-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-15, 5-11, 3-16, 7-10 REACTIONS. (size)16=0-3-8, 10=0-3-8 Max Horz 16=-153(LC 8) Max Grav 16=1494(LC 1), 10=1494(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-410/36, 3-4=-1760/19, 4-5=-1414/42, 5-6=-1540/32, 6-7=-1853/0, 7-8=-537/19, 2-16=-406/58, 8-10=-471/54 BOT CHORD 15-16=-30/1445, 13-15=0/1761, 11-13=0/1761, 10-11=0/1654 WEBS 4-15=0/598, 5-15=-586/101, 5-11=-430/126, 6-11=0/564, 3-16=-1539/0, 7-10=-1561/32 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-10-3, Exterior(2R) 5-10-3 to 14-4-1, Interior(1) 14-4-1 to 19-11-15, Exterior(2R) 19-11-15 to 28-5-12, Interior(1) 28-5-12 to 33-11-0, Exterior(2E) 33-11-0 to 36-11-0 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.). January 5,2021 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 Component available 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 97_BEAR_CREEK Truss T09 Truss Type Hip Qty 1 Ply 1 97 Bear Creek Job Reference (optional) I44215174 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jan 4 17:15:42 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Fh6xqts8u1h94CLhEUdnz5zIWj3-ph2VVUpqFiV2rHFOZVTvsewPciC5krOg5BEvV?zygFV Scale = 1:66.3 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 23 24 3x6 5x8 5x8 3x6 4x6 3x6 3x6 3x6 3x4 3x8 3x6 3x6 6x8 10x10 3x6 6-4-136-4-13 12-7-26-2-5 21-4-98-9-7 28-6-97-1-15 35-11-07-4-7 -1-0-0 1-0-0 6-4-13 6-4-13 12-7-2 6-2-5 21-4-9 8-9-7 28-6-9 7-1-15 35-11-0 7-4-7 36-11-0 1-0-0 1-1-09-3-139-5-121-0-09-3-138.00 12 7.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5:0-4-12,0-2-0], [6:0-4-10,Edge], [11:0-1-12,0-0-0], [11:Edge,0-8-0], [12:0-2-8,0-1-8], [17:0-2-8,0-1-8] 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 0.87 0.64 0.47 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.37 0.06 (loc) 13-16 13-16 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 152 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-6: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-13: 2x4 SPF No.2, 2-18,9-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-1 oc purlins, except end verticals, and 2-0-0 oc purlins (3-9-3 max.): 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-13, 7-13 REACTIONS. (size)18=0-3-8, 11=0-3-8 Max Horz 18=-182(LC 8) Max Grav 18=1494(LC 1), 11=1494(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1904/0, 4-5=-1657/58, 5-6=-1375/79, 6-7=-1701/54, 7-9=-2081/0, 2-18=-1427/18, 9-11=-1419/34 BOT CHORD 17-18=-158/362, 16-17=0/1497, 13-16=0/1297, 12-13=0/1703, 11-12=-51/377 WEBS 4-16=-309/126, 5-16=0/434, 6-13=0/440, 7-13=-441/127, 2-17=0/1257, 9-12=0/1334 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 8-4-3, Exterior(2R) 8-4-3 to 16-10-1, Interior(1) 16-10-1 to 17-1-11, Exterior(2R) 17-1-11 to 25-7-8, Interior(1) 25-7-8 to 33-11-0, Exterior(2E) 33-11-0 to 36-11-0 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) 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 5,2021 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 Component available 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 97_BEAR_CREEK Truss T10 Truss Type Hip Qty 1 Ply 1 97 Bear Creek Job Reference (optional) I44215175 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jan 4 17:15:43 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Fh6xqts8u1h94CLhEUdnz5zIWj3-HtctiqqS0?euTRqb7C?8OrTbi6XsTIlpKrzT1SzygFU Scale = 1:76.1 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 3x6 5x10 MT18HS 8x14 MT18HS 3x8 4x6 3x6 3x6 3x6 3x4 3x8 3x6 3x6 6x8 10x10 3x6 7-7-137-7-13 15-1-27-5-5 18-6-53-5-3 27-1-68-7-2 35-11-08-9-10 7-7-13 7-7-13 15-1-2 7-5-5 18-6-5 3-5-3 27-1-6 8-7-2 35-11-0 8-9-10 1-1-010-11-1311-1-121-0-010-11-138.00 12 7.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-14], [4:0-4-0,0-3-4], [5:0-10-10,Edge], [9:0-1-12,0-0-0], [9:Edge,0-8-0], [10:0-2-8,0-1-8], [15:0-2-8,0-1-8] 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 0.79 0.74 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.31 0.06 (loc) 10-12 10-12 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 167 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-7,7-8: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-14,4-12,5-12,6-12: 2x4 SPF No.2, 1-16,8-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (5-1-4 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 4-12, 6-12 REACTIONS. (size)16=0-3-8, 9=Mechanical Max Horz 16=-200(LC 6) Max Grav 16=1425(LC 1), 9=1425(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1931/0, 3-4=-1528/59, 4-5=-1198/84, 5-6=-1524/53, 6-8=-2091/11, 1-16=-1354/18, 8-9=-1343/39 BOT CHORD 15-16=-174/380, 14-15=-19/1516, 12-14=0/1164, 10-12=0/1707, 9-10=-42/365 WEBS 3-14=-482/138, 4-14=-30/385, 4-12=-88/268, 5-12=-1/405, 6-12=-640/142, 6-10=0/290, 1-15=0/1276, 8-10=0/1347 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) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 10-10-3, Exterior(2R) 10-10-3 to 22-9-3, Interior(1) 22-9-3 to 32-9-4, Exterior(2E) 32-9-4 to 35-9-4 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) 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.). January 5,2021 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 Component available 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 97_BEAR_CREEK Truss T11 Truss Type Hip Qty 1 Ply 1 97 Bear Creek Job Reference (optional) I44215176 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jan 4 17:15:45 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Fh6xqts8u1h94CLhEUdnz5zIWj3-DGjd7WriYducik_zEd1cUGYvfvCZx5o6n9SZ5KzygFS Scale = 1:85.8 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 24 25 26 3x6 8x14 MT18HS 3x6 3x4 3x4 4x6 5x12 6x8 3x4 3x6 3x6 5x12 5x12 10x10 3x4 3x6 3x6 6x6 3x6 4x10 5-2-45-2-4 10-2-04-11-12 13-1-02-11-0 17-7-24-6-2 18-3-140-8-12 27-0-38-8-5 35-11-08-10-13 -1-0-0 1-0-0 5-2-4 5-2-4 10-2-0 4-11-12 13-1-0 2-11-0 17-7-2 4-6-2 18-3-14 0-8-12 27-0-3 8-8-5 35-11-0 8-10-13 36-11-0 1-0-0 1-1-012-9-121-1-03-0-012-9-128.00 12 Plate Offsets (X,Y)-- [7:0-0-0,0-1-12], [7:0-7-0,0-0-0], [8:0-0-0,0-1-12], [11:0-4-8,0-1-8], [14:0-2-8,0-1-8], [21: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-SH 0.95 0.79 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.38 0.26 (loc) 19 14-16 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 196 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-21,6-18: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-17,7-17,8-16,9-16: 2x4 SPF No.2, 2-23: 2x4 SPF-S Stud 11-13: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (5-3-15 max.): 7-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 18-19. WEBS 1 Row at midpt 6-17, 9-16 REACTIONS. (size)23=0-3-8, 13=0-3-8 Max Horz 23=246(LC 9) Max Uplift 23=-3(LC 10), 13=-3(LC 11) Max Grav 23=1490(LC 1), 13=1496(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1868/4, 4-5=-2895/46, 5-6=-2202/56, 6-7=-1311/114, 7-8=-1024/109, 8-9=-1399/103, 9-11=-1907/17, 2-23=-1436/29, 11-13=-1416/51 BOT CHORD 22-23=-208/339, 5-20=-13/927, 19-20=-0/2337, 6-19=-8/2018, 16-17=0/1024, 14-16=0/1470, 13-14=-97/429 WEBS 4-22=-1065/97, 20-22=-77/1748, 4-20=0/876, 5-19=-957/96, 17-19=0/2185, 6-17=-1896/111, 7-17=-84/574, 8-16=0/472, 9-16=-594/163, 9-14=0/289, 2-22=0/1328, 11-14=0/1047 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 13-2-4, Exterior(2R) 13-2-4 to 22-6-13, Interior(1) 22-6-13 to 33-11-0, Exterior(2E) 33-11-0 to 36-11-0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23, 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) 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.). January 5,2021 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 Component available 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 97_BEAR_CREEK Truss T12 Truss Type Common Qty 1 Ply 1 97 Bear Creek Job Reference (optional) I44215177 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jan 4 17:15:47 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Fh6xqts8u1h94CLhEUdnz5zIWj3-9frOYCtz4E8Ky28MM234ZheIljvdP8XPFTxgADzygFQ Scale = 1:83.2 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 3x6 5x8 3x6 4x6 3x6 3x8 3x6 3x6 3x6 3x6 5x8 4x6 5x8 3x6 9-1-09-1-0 17-11-88-10-8 26-10-08-10-8 35-11-09-1-0 -1-0-0 1-0-0 9-1-0 9-1-0 17-11-8 8-10-8 26-10-0 8-10-8 35-11-0 9-1-0 36-11-0 1-0-0 1-1-013-0-111-1-08.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-2-0], [8:0-2-12,0-2-0], [11:0-2-8,0-1-8], [15:0-2-8,0-1-8] 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 0.72 0.68 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.30 0.06 (loc) 10-11 10-11 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 160 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 1-3,7-9: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-13,6-13,4-13: 2x4 SPF No.2, 2-16,8-10: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-13, 4-13 REACTIONS. (size)16=0-3-8, 10=0-3-8 Max Horz 16=250(LC 9) Max Uplift 16=-4(LC 10), 10=-4(LC 11) Max Grav 16=1492(LC 1), 10=1492(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1897/28, 4-5=-1377/115, 5-6=-1377/115, 6-8=-1897/28, 2-16=-1409/54, 8-10=-1409/54 BOT CHORD 15-16=-229/622, 13-15=-34/1460, 11-13=0/1460, 10-11=-102/454 WEBS 5-13=0/867, 6-13=-599/164, 6-11=0/291, 4-13=-599/164, 4-15=0/291, 2-15=0/1011, 8-11=0/1011 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 14-11-8, Exterior(2R) 14-11-8 to 20-11-8, Interior(1) 20-11-8 to 33-11-0, Exterior(2E) 33-11-0 to 36-11-0 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) 16, 10. 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.). January 5,2021 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 Component available 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 97_BEAR_CREEK Truss T13 Truss Type Common Qty 1 Ply 1 97 Bear Creek Job Reference (optional) I44215178 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jan 4 17:15:48 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Fh6xqts8u1h94CLhEUdnz5zIWj3-drPmmYubrYGBZCiYwlaJ5vATV7Fs8bnYT7hEifzygFP Scale = 1:83.2 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 3x6 5x8 3x6 4x6 3x6 3x8 3x6 3x6 3x6 3x6 5x8 4x6 5x8 3x6 9-1-09-1-0 17-11-88-10-8 26-10-08-10-8 35-11-09-1-0 -1-0-0 1-0-0 9-1-0 9-1-0 17-11-8 8-10-8 26-10-0 8-10-8 35-11-0 9-1-0 36-11-0 1-0-0 1-1-013-0-111-1-08.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-2-0], [8:0-2-12,0-2-0], [11:0-2-8,0-1-8], [15:0-2-8,0-1-8] 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 0.72 0.68 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.30 0.06 (loc) 10-11 10-11 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 160 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 1-3,7-9: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-13,6-13,4-13: 2x4 SPF No.2, 2-16,8-10: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-13, 4-13 REACTIONS. (size)16=0-3-8, 10=0-3-8 Max Horz 16=-250(LC 8) Max Uplift 16=-4(LC 10), 10=-4(LC 11) Max Grav 16=1492(LC 1), 10=1492(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1897/28, 4-5=-1377/115, 5-6=-1377/115, 6-8=-1897/28, 2-16=-1409/54, 8-10=-1409/54 BOT CHORD 15-16=-229/622, 13-15=-34/1460, 11-13=0/1460, 10-11=-102/454 WEBS 5-13=0/867, 6-13=-599/164, 6-11=0/291, 4-13=-599/164, 4-15=0/291, 2-15=0/1011, 8-11=0/1011 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 14-11-8, Exterior(2R) 14-11-8 to 20-11-8, Interior(1) 20-11-8 to 33-11-0, Exterior(2E) 33-11-0 to 36-11-0 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) 16, 10. 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.). January 5,2021 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 Component available 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 97_BEAR_CREEK Truss T14 Truss Type Common Qty 9 Ply 1 97 Bear Creek Job Reference (optional) I44215179 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jan 4 17:15:49 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Fh6xqts8u1h94CLhEUdnz5zIWj3-61z8ztuDcrO2BMHkTT6Ye6jdrWbtt1EiimQnE5zygFO Scale = 1:78.6 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 3x12 5x6 3x12 12x12 3x6 3x8 3x6 3x6 3x6 3x6 12x12 3x6 9-1-09-1-0 17-11-88-10-8 26-10-08-10-8 35-11-09-1-0 9-1-0 9-1-0 17-11-8 8-10-8 26-10-0 8-10-8 35-11-0 9-1-0 1-1-013-0-111-1-08.00 12 Plate Offsets (X,Y)-- [8:Edge,0-10-2], [8:0-1-12,0-0-0], [9:0-2-8,0-1-8], [13:0-2-8,0-1-8], [14:0-1-12,0-0-0], [14:Edge,0-10-2] 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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.81 0.70 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.32 0.05 (loc) 8-9 8-9 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 156 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-11,5-11,3-11: 2x4 SPF No.2, 1-14,7-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-3 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-11, 3-11 REACTIONS. (size)14=Mechanical, 8=Mechanical Max Horz 14=-235(LC 6) Max Grav 14=1425(LC 1), 8=1425(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1922/25, 3-4=-1394/116, 4-5=-1394/116, 5-7=-1922/25, 1-14=-1341/38, 7-8=-1341/37 BOT CHORD 13-14=-196/492, 11-13=-45/1490, 9-11=0/1490, 8-9=-48/335 WEBS 4-11=-1/895, 5-11=-620/167, 5-9=0/295, 3-11=-620/167, 3-13=0/295, 1-13=0/1161, 7-9=0/1161 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, Interior(1) 3-1-12 to 14-11-8, Exterior(2R) 14-11-8 to 20-11-8, Interior(1) 20-11-8 to 32-9-4, Exterior(2E) 32-9-4 to 35-9-4 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) Refer to girder(s) for truss to truss connections. 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.). January 5,2021 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 Component available 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 97_BEAR_CREEK Truss T15 Truss Type GABLE Qty 1 Ply 1 97 Bear Creek Job Reference (optional) I44215180 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jan 4 17:15:52 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Fh6xqts8u1h94CLhEUdnz5zIWj3-WceHbvx5ummd2p0J9bfFGlLJ4kn?4R_8OkfRrQzygFL Scale = 1:60.2 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 25 26 3x4 4x6 3x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 23-11-1323-11-13 11-11-15 11-11-15 23-11-13 11-11-15 0-0-49-11-150-0-410.00 12 Plate Offsets (X,Y)-- [21:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.04 0.03 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 13 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 105 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. WEBS 1 Row at midpt 7-19 REACTIONS.All bearings 23-11-13. (lb) - Max Horz 1=-173(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 13, 20, 21, 22, 23, 24, 18, 17, 16, 15, 14 Max Grav All reactions 250 lb or less at joint(s) 1, 13, 19, 20, 21, 22, 23, 24, 18, 17, 16, 15, 14 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) 0-4-13 to 3-4-13, Interior(1) 3-4-13 to 8-11-15, Exterior(2R) 8-11-15 to 14-11-15, Interior(1) 14-11-15 to 20-7-0, Exterior(2E) 20-7-0 to 23-7-0 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, 13, 20, 21, 22, 23, 24, 18, 17, 16, 15, 14. 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.). January 5,2021 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 Component available 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 97_BEAR_CREEK Truss T16 Truss Type Common Qty 5 Ply 1 97 Bear Creek Job Reference (optional) I44215181 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jan 4 17:15:53 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Fh6xqts8u1h94CLhEUdnz5zIWj3-_oCfpFykf4uUgzbWiJAUoytN58xtplcIdOO?OtzygFK Scale = 1:58.7 1 2 3 4 5 9 8 7 6 10 11 3x4 4x6 3x4 3x8 MT18HS 3x8 3x4 3x4 4x8 4x8 9-11-89-11-8 19-11-09-11-8 5-1-0 5-1-0 9-11-8 4-10-8 14-10-0 4-10-8 19-11-0 5-1-0 1-3-09-6-91-3-010.00 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-SH 0.47 0.76 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.37 0.02 (loc) 7-9 7-9 6 l/defl >999 >633 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 84 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-9,5-6: 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)9=0-3-8, 6=0-3-8 Max Horz 9=-174(LC 6) Max Grav 9=785(LC 1), 6=785(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-269/53, 2-3=-686/88, 3-4=-686/88, 4-5=-269/53, 1-9=-251/52, 5-6=-251/52 BOT CHORD 7-9=-45/602, 6-7=0/572 WEBS 3-7=-28/508, 2-9=-628/18, 4-6=-628/18 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, Interior(1) 3-1-12 to 6-11-8, Exterior(2R) 6-11-8 to 12-11-8, Interior(1) 12-11-8 to 16-9-4, Exterior(2E) 16-9-4 to 19-9-4 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) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss 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.). January 5,2021 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 Component available 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 97_BEAR_CREEK Truss T17 Truss Type Common Qty 1 Ply 1 97 Bear Creek Job Reference (optional) I44215182 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jan 4 17:15:54 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Fh6xqts8u1h94CLhEUdnz5zIWj3-S?m10byMQN0LH7AiG0hjLAQYjXHMYBYRs28YwJzygFJ Scale = 1:58.7 1 2 3 4 5 9 8 7 6 10 11 3x4 4x6 3x4 3x8 3x4 3x8 3x4 4x8 4x8 0-1-120-1-12 9-11-89-9-12 19-4-09-4-8 19-7-80-3-8 5-1-0 5-1-0 9-11-8 4-10-8 14-8-4 4-8-12 19-7-8 4-11-4 1-3-09-6-91-5-1510.00 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 0.48 0.74 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.38 -0.02 (loc) 7-9 7-9 9 l/defl >999 >606 n/a L/d 240 180 n/a PLATES MT20 Weight: 83 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-9,5-6: 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)9=Mechanical, 6=Mechanical Max Horz 6=176(LC 7) Max Grav 9=773(LC 1), 6=773(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-270/52, 2-3=-669/88, 3-4=-666/89, 1-9=-251/52 BOT CHORD 7-9=0/560, 6-7=-40/569 WEBS 3-7=-30/491, 2-9=-611/19, 4-6=-649/9 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, Interior(1) 3-1-12 to 6-11-8, Exterior(2R) 6-11-8 to 12-11-8, Interior(1) 12-11-8 to 16-5-12, Exterior(2E) 16-5-12 to 19-5-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) 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.). January 5,2021 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 Component available 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 97_BEAR_CREEK Truss T18 Truss Type Common Qty 5 Ply 1 97 Bear Creek Job Reference (optional) I44215183 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jan 4 17:15:55 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:QQQpjx7CIM9pRgxiFbqBBPy7Si3-wBKPExz_Bh8BvHluqjCytNzjbxdMHfda4it5SlzygFI Scale = 1:58.7 1 2 3 4 5 6 7 11 10 9 8 12 13 4x6 3x8 MT18HS 3x8 3x4 3x4 3x6 4x8 4x8 3x6 9-11-89-11-8 19-11-09-11-8 -1-0-0 1-0-0 5-1-0 5-1-0 9-11-8 4-10-8 14-10-0 4-10-8 19-11-0 5-1-0 20-11-0 1-0-0 1-3-09-6-91-3-010.00 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-SH 0.47 0.76 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.37 0.02 (loc) 9-11 9-11 8 l/defl >999 >633 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 87 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 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=191(LC 9) Max Grav 11=854(LC 1), 8=854(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-293/83, 3-4=-679/88, 4-5=-679/88, 5-6=-292/83, 2-11=-336/88, 6-8=-335/87 BOT CHORD 9-11=-34/601, 8-9=0/562 WEBS 4-9=-27/503, 3-11=-601/2, 5-8=-601/2 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-11-8, Exterior(2R) 6-11-8 to 12-11-8, Interior(1) 12-11-8 to 17-11-0, Exterior(2E) 17-11-0 to 20-11-0 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) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss 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.). January 5,2021 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 Component available 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 97_BEAR_CREEK Truss TG01 Truss Type Common Girder Qty 1 Ply 3 97 Bear Creek Job Reference (optional) I44215184 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jan 4 17:15:57 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Fh6xqts8u1h94CLhEUdnz5zIWj3-taSAfd?EjIOv8avHx8FQzo24llNglbOtY0MCXezygFG Scale = 1:37.6 1 2 3 4 5 11 10 9 8 7 6 12 13 14 15 16 17 18 19 8x14 MT18HS 4x6 8x8 4x8 10x10 3x6 8x8 3x8 10x10 5-0-85-0-8 9-9-84-9-0 14-6-84-9-0 19-7-05-0-8 5-0-8 5-0-8 9-9-8 4-9-0 14-6-8 4-9-0 19-7-0 5-0-8 0-11-05-9-120-11-06.00 12 Plate Offsets (X,Y)-- [1:Edge,0-6-13], [5:0-3-4,0-6-12], [6:0-2-12,0-0-0], [7:0-3-8,0-4-0], [9:0-3-8,0-5-0], [11:0-2-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.43 0.51 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.17 0.03 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 305 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 6-10: 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 3-8,1-9,5-7: 2x4 SPF No.2, 1-11,5-6: 2x6 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. (size)11=0-5-8, 6=0-5-8 Max Horz 11=-59(LC 25) Max Grav 11=7354(LC 1), 6=6821(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-10382/0, 2-3=-7763/0, 3-4=-7763/0, 4-5=-10179/0, 1-11=-5722/0, 5-6=-5595/0 BOT CHORD 9-11=0/2204, 8-9=0/9211, 7-8=0/9031, 6-7=0/2289 WEBS 3-8=0/6574, 4-8=-2556/0, 4-7=0/2248, 2-8=-2770/0, 2-9=0/2455, 1-9=0/7069, 5-7=0/6801 NOTES-(9-10) 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 0-7-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; 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) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) This truss 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) 1405 lb down at 1-4-4, 1405 lb down at 3-4-4, 1405 lb down at 5-4-4, 1405 lb down at 7-4-4, 1405 lb down at 9-4-4, 1405 lb down at 11-4-4, 1405 lb down at 13-4-4, and 1405 lb down at 15-4-12, and 1405 lb down at 17-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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.). LOAD CASE(S) Standard Continued on page 2 January 5,2021 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 Component available 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 97_BEAR_CREEK Truss TG01 Truss Type Common Girder Qty 1 Ply 3 97 Bear Creek Job Reference (optional) I44215184 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jan 4 17:15:57 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Fh6xqts8u1h94CLhEUdnz5zIWj3-taSAfd?EjIOv8avHx8FQzo24llNglbOtY0MCXezygFG 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, 6-11=-20 Concentrated Loads (lb) Vert: 10=-1405(F) 12=-1405(F) 13=-1405(F) 14=-1405(F) 15=-1405(F) 16=-1405(F) 17=-1405(F) 18=-1405(F) 19=-1405(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 Component available 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 97_BEAR_CREEK Truss TG02 Truss Type Hip Girder Qty 1 Ply 1 97 Bear Creek Job Reference (optional) I44215185 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jan 4 17:16:00 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Fh6xqts8u1h94CLhEUdnz5zIWj3-H97IHe170DnU?2dsdHo7aRgS3yGLyuLJE_bs7zzygFD Scale = 1:67.8 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 8x14 MT18HS 3x8 10x16 MT18HS 5x10 MT18HS 3x6 8x8 6x10 5x12 2x4 4x6 3x12 10x10 10x16 MT18HS 5x10 MT18HS 5x10 MT18HS 2-8-52-8-5 5-1-22-4-13 13-8-108-7-8 22-2-68-5-12 30-9-148-7-8 35-11-05-1-2 -1-0-0 1-0-0 2-8-5 2-8-5 5-1-2 2-4-13 13-8-10 8-7-8 22-2-6 8-5-12 30-9-14 8-7-8 35-11-0 5-1-2 36-11-0 1-0-0 1-1-04-3-134-5-121-1-04-3-138.00 12 Plate Offsets (X,Y)-- [4:0-1-8,0-4-0], [7:0-3-8,0-1-8], [8:0-6-0,0-1-8], [11:0-1-12,0-0-0], [11:Edge,0-8-2], [18:0-3-8,0-4-0], [19:Edge,0-8-2], [19:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 1.00 0.96 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.26 -0.52 0.12 (loc) 13-16 13-16 11 l/defl >999 >822 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 No.2 *Except* 4-6,6-8: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-17,5-13,7-12,9-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-1 oc purlins, except end verticals, and 2-0-0 oc purlins (2-4-4 max.): 4-8. BOT CHORD Structural wood sheathing directly applied or 7-6-1 oc bracing. WEBS 1 Row at midpt 5-13 2 Rows at 1/3 pts 5-17, 7-12 REACTIONS. (size)19=0-3-8, 11=0-3-8 Max Horz 19=-92(LC 27) Max Uplift 19=-297(LC 5), 11=-312(LC 4) Max Grav 19=1952(LC 1), 11=1952(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2171/395, 3-4=-2517/473, 4-5=-2103/427, 5-7=-4289/950, 7-8=-2082/436, 8-9=-2599/495, 2-19=-1840/308, 9-11=-1896/322 BOT CHORD 17-18=-362/1743, 16-17=-957/4284, 13-16=-957/4284, 12-13=-945/4289 WEBS 3-18=-619/92, 3-17=-159/614, 4-17=-28/889, 5-17=-2414/609, 5-16=0/479, 7-13=0/488, 7-12=-2446/609, 8-12=-81/932, 2-18=-266/1620, 9-12=-436/1944 NOTES-(12-13) 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) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 4 = 12% 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) except (jt=lb) 19=297, 11=312. 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. Continued on page 2 January 5,2021 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 Component available 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 97_BEAR_CREEK Truss TG02 Truss Type Hip Girder Qty 1 Ply 1 97 Bear Creek Job Reference (optional) I44215185 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jan 4 17:16:00 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Fh6xqts8u1h94CLhEUdnz5zIWj3-H97IHe170DnU?2dsdHo7aRgS3yGLyuLJE_bs7zzygFD NOTES-(12-13) 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 77 lb down and 64 lb up at 4-0-12, 85 lb down and 82 lb up at 6-0-5, 85 lb down and 82 lb up at 8-0-5, 85 lb down and 82 lb up at 10-0-5, 85 lb down and 82 lb up at 12-0-5, 85 lb down and 82 lb up at 14-0-5, 85 lb down and 82 lb up at 16-0-5, 85 lb down and 82 lb up at 17-11-8, 85 lb down and 82 lb up at 19-10-11, 85 lb down and 82 lb up at 21-10-11, 85 lb down and 82 lb up at 23-10-11, 85 lb down and 82 lb up at 25-10-11, 85 lb down and 82 lb up at 27-10-11, and 85 lb down and 82 lb up at 29-10-11, and 55 lb down and 44 lb up at 31-10-4 on top chord, and 31 lb down at 2-0-12, 32 lb down at 4-0-12, 33 lb down at 6-0-5, 33 lb down at 8-0-5, 33 lb down at 10-0-5, 33 lb down at 12-0-5, 33 lb down at 14-0-5, 33 lb down at 16-0-5, 33 lb down at 17-11-8, 33 lb down at 19-10-11, 33 lb down at 21-10-11, 33 lb down at 23-10-11, 33 lb down at 25-10-11, 33 lb down at 27-10-11, 33 lb down at 29-10-11, and 44 lb down and 34 lb up at 31-10-4, and 31 lb down at 33-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-8=-60, 8-9=-60, 9-10=-60, 11-19=-20 Concentrated Loads (lb) Vert: 15=-20(B) 14=-20(B) 20=-37(B) 21=-38(B) 22=-38(B) 23=-38(B) 24=-38(B) 25=-38(B) 26=-38(B) 27=-38(B) 28=-38(B) 29=-38(B) 30=-38(B) 31=-38(B) 32=-38(B) 33=-38(B) 34=-15(B) 35=-20(B) 36=-21(B) 37=-20(B) 38=-20(B) 39=-20(B) 40=-20(B) 41=-20(B) 42=-20(B) 43=-20(B) 44=-20(B) 45=-20(B) 46=-20(B) 47=-20(B) 48=-44(B) 49=-20(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 Component available 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 97_BEAR_CREEK Truss TG03 Truss Type Hip Girder Qty 1 Ply 1 97 Bear Creek Job Reference (optional) I44215186 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jan 4 17:16:02 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Fh6xqts8u1h94CLhEUdnz5zIWj3-DXF3iK2NYr1CFLnEkiqbgsloXmyeQmPchI4zCrzygFB Scale = 1:67.8 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 5x10 MT18HS 3x6 10x16 MT18HS 5x10 MT18HS10x10 5x12 2x4 4x6 3x12 8x10 10x16 MT18HS 5x10 MT18HS 5x10 MT18HS 5-1-25-1-2 13-5-28-4-0 21-7-78-2-4 29-11-78-4-0 35-11-05-11-9 -1-0-0 1-0-0 5-1-2 5-1-2 13-5-2 8-4-0 21-7-7 8-2-4 29-11-7 8-4-0 35-11-0 5-11-9 36-11-0 1-0-0 1-1-04-3-134-5-121-0-04-3-138.00 12 7.00 12 Plate Offsets (X,Y)-- [3:0-5-0,0-0-14], [6:0-3-8,0-1-8], [7:0-5-0,0-1-2], [10:0-1-12,0-0-0], [10:Edge,0-8-0], [17:0-1-12,0-0-0], [17:Edge,0-8-2] 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-SH 1.00 0.97 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.26 -0.51 0.12 (loc) 12-15 12-15 10 l/defl >999 >831 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 No.2 *Except* 3-5,5-7: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-16,4-12,6-11,2-16,8-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-15 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-7. BOT CHORD Structural wood sheathing directly applied or 7-7-5 oc bracing. WEBS 1 Row at midpt 4-16, 6-11 REACTIONS. (size)17=0-3-8, 10=0-3-8 Max Horz 17=-91(LC 6) Max Uplift 17=-294(LC 5), 10=-290(LC 4) Max Grav 17=1952(LC 1), 10=1952(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2596/474, 3-4=-2076/416, 4-6=-4338/946, 6-7=-2372/480, 7-8=-2860/527, 2-17=-1897/311, 8-10=-1873/316 BOT CHORD 16-17=-94/264, 15-16=-936/4244, 12-15=-936/4244, 11-12=-938/4338, 10-11=-98/408 WEBS 3-16=-62/926, 4-16=-2417/607, 4-15=0/473, 6-12=0/435, 6-11=-2203/561, 7-11=-46/915, 2-16=-408/1923, 8-11=-462/2040 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; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=294, 10=290. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 77 lb down and 64 lb up at 4-0-12, 85 lb down and 82 lb up at 6-0-5, 85 lb down and 82 lb up at 8-0-5, 85 lb down and 82 lb up at 10-0-5, 85 lb down and 82 lb up at 12-0-5, 85 lb down and 82 lb up at 14-0-5, 85 lb down and 82 lb up at 16-0-5, 85 lb down and 82 lb up at 17-11-8, 85 lb down and 82 lb up at 19-10-11, 85 lb down and 82 lb up at 21-10-11, 85 lb down and 82 lb up at 23-10-11, 85 lb down and 82 lb up at 25-10-11, 85 lb down and 82 lb up at 27-10-11, and 79 lb down and 84 lb up at 29-11-7, and 77 lb down and 64 lb up at 31-10-4 on top chord, and 31 lb down at 2-0-12, 32 lb down at 4-0-12, 33 lb down at 6-0-5, 33 lb down at 8-0-5, 33 lb down at 10-0-5, 33 lb down at 12-0-5, 33 lb down at 14-0-5, 33 lb down at 16-0-5, 33 lb down at 17-11-8, 33 lb down at 19-10-11, 33 lb down at 21-10-11, 33 lb down at 23-10-11, 33 lb down at 25-10-11, 33 lb down at 27-10-11, 33 lb down at 29-10-11, and 32 lb down at 31-10-4, and 31 lb down at 33-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.Continued on page 2 January 5,2021 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 Component available 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 97_BEAR_CREEK Truss TG03 Truss Type Hip Girder Qty 1 Ply 1 97 Bear Creek Job Reference (optional) I44215186 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jan 4 17:16:02 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Fh6xqts8u1h94CLhEUdnz5zIWj3-DXF3iK2NYr1CFLnEkiqbgsloXmyeQmPchI4zCrzygFB NOTES-(11-12) 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-7=-60, 7-8=-60, 8-9=-60, 10-17=-20 Concentrated Loads (lb) Vert: 14=-20(B) 12=-20(B) 6=-38(B) 11=-20(B) 7=-38(B) 13=-20(B) 18=-37(B) 19=-38(B) 20=-38(B) 21=-38(B) 22=-38(B) 23=-38(B) 24=-38(B) 25=-38(B) 26=-38(B) 27=-38(B) 28=-38(B) 29=-38(B) 30=-37(B) 31=-20(B) 32=-21(B) 33=-20(B) 34=-20(B) 35=-20(B) 36=-20(B) 37=-20(B) 38=-20(B) 39=-20(B) 40=-20(B) 41=-20(B) 42=-21(B) 43=-20(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 Component available 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 97_BEAR_CREEK Truss TG04 Truss Type Common Girder Qty 1 Ply 3 97 Bear Creek Job Reference (optional) I44215187 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jan 4 17:16:04 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Fh6xqts8u1h94CLhEUdnz5zIWj3-9wNp704d3SHwUfxds6t3lHr8IZhEuiCv9cZ4GkzygF9 Scale = 1:56.1 1 2 3 4 5 11 10 9 8 7 61213141516171819 12x18 MT18HS 4x6 12x18 MT18HS 4x8 10x10 3x8 10x10 3x8 10x10 4-10-124-10-12 9-6-04-7-4 14-1-44-7-4 19-0-04-10-12 4-10-12 4-10-12 9-6-0 4-7-4 14-1-4 4-7-4 19-0-0 4-10-12 1-3-09-2-01-3-010.00 12 Plate Offsets (X,Y)-- [1:Edge,0-10-6], [5:Edge,0-10-6], [6:0-1-12,0-0-0], [7:0-3-8,0-5-0], [9:0-3-8,0-5-0], [11:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.99 0.77 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.13 0.02 (loc) 8-9 8-9 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 311 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-8: 2x4 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. (size)11=0-3-8 (req. 0-4-0), 6=0-3-8 (req. 0-4-2) Max Horz 11=-164(LC 4) Max Grav 11=7615(LC 1), 6=7945(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-7288/0, 2-3=-5374/0, 3-4=-5374/0, 4-5=-7231/0, 1-11=-5720/0, 5-6=-5689/0 BOT CHORD 9-11=0/742, 8-9=0/5518, 7-8=0/5475, 6-7=0/668 WEBS 3-8=0/6476, 4-8=-2078/0, 4-7=0/2465, 2-8=-2142/0, 2-9=0/2549, 1-9=0/4871, 5-7=0/4903 NOTES-(10-11) 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 0-7-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; 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) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) WARNING: Required bearing size at joint(s) 11, 6 greater than input bearing size. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1410 lb down at 0-7-12, 1405 lb down at 2-7-12, 1405 lb down at 4-7-12, 1405 lb down at 6-8-4, 1405 lb down at 8-8-4, 1405 lb down at 10-8-4, 1405 lb down at 12-8-4, 1405 lb down at 14-8-4, and 1405 lb down at 16-8-4, and 1413 lb down at 18-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Continued on page 2 January 5,2021 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 Component available 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 97_BEAR_CREEK Truss TG04 Truss Type Common Girder Qty 1 Ply 3 97 Bear Creek Job Reference (optional) I44215187 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jan 4 17:16:04 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Fh6xqts8u1h94CLhEUdnz5zIWj3-9wNp704d3SHwUfxds6t3lHr8IZhEuiCv9cZ4GkzygF9 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, 6-11=-20 Concentrated Loads (lb) Vert: 9=-1405(F) 6=-1413(F) 12=-1410(F) 13=-1405(F) 14=-1405(F) 15=-1405(F) 16=-1405(F) 17=-1405(F) 18=-1405(F) 19=-1405(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 Component available 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 97_BEAR_CREEK Truss V01 Truss Type Valley Qty 1 Ply 1 97 Bear Creek Job Reference (optional) I44215188 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jan 4 17:16:05 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Fh6xqts8u1h94CLhEUdnz5zIWj3-e6xBKM5FqmPn6pWpPqOIHUNWozASdKq3NGJdpAzygF8 Scale = 1:54.4 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 0-0-50-0-5 20-9-720-9-2 10-4-12 10-4-12 20-9-7 10-4-12 0-0-48-7-150-0-410.00 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 0.13 0.17 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: 69 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 20-8-13. (lb) - Max Horz 1=-149(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 13, 8 except 11=-106(LC 10), 9=-106(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 10 except 11=361(LC 17), 13=276(LC 17), 9=360(LC 18), 8=277(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-277/156, 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 7-4-12, Exterior(2R) 7-4-12 to 13-4-12, Interior(1) 13-4-12 to 17-4-10, Exterior(2E) 17-4-10 to 20-4-10 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 11=106, 9=106. 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.). January 5,2021 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 Component available 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 97_BEAR_CREEK Truss V02 Truss Type Valley Qty 1 Ply 1 97 Bear Creek Job Reference (optional) I44215189 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jan 4 17:16:06 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Fh6xqts8u1h94CLhEUdnz5zIWj3-6JVZXi6tb3Xekz50zXvXqiwgWNVHMnzCcw2BLczygF7 Scale: 1/4"=1' 1 2 3 4 5 9 8 7 6 10 11 12 13 3x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 0-0-50-0-5 17-7-117-6-12 8-9-8 8-9-8 17-7-1 8-9-8 0-0-47-3-150-0-410.00 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 0.24 0.22 0.17 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: 51 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 17-6-7. (lb) - Max Horz 1=-126(LC 6) Max Uplift All uplift 100 lb or less at joint(s) except 9=-123(LC 10), 6=-123(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 9=420(LC 17), 6=420(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-318/169, 4-6=-317/169 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 5-9-8, Exterior(2R) 5-9-8 to 11-9-8, Interior(1) 11-9-8 to 14-2-13, Exterior(2E) 14-2-13 to 17-2-13 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 123 lb uplift at joint 9 and 123 lb uplift at joint 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.). January 5,2021 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 Component available 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 97_BEAR_CREEK Truss V03 Truss Type Valley Qty 1 Ply 1 97 Bear Creek Job Reference (optional) I44215190 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jan 4 17:16:07 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Fh6xqts8u1h94CLhEUdnz5zIWj3-aV2yl16WMNfUL7fCXFQmNvTq6ntZ5EvLraokt3zygF6 Scale = 1:38.1 1 2 3 4 5 8 7 6 9 10 3x4 5x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-50-0-5 14-4-1014-4-5 7-2-5 7-2-5 14-4-10 7-2-5 0-0-45-11-150-0-410.00 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 0.09 0.13 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: 39 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 14-4-1. (lb) - Max Horz 1=-102(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1 except 8=-103(LC 10), 6=-102(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=333(LC 17), 6=333(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-250/142 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 3-2-5, Interior(1) 3-2-5 to 4-2-5, Exterior(2R) 4-2-5 to 10-2-5, Interior(1) 10-2-5 to 11-0-1, Exterior(2E) 11-0-1 to 14-0-1 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) 8=103, 6=102. 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.). January 5,2021 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 Component available 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 97_BEAR_CREEK Truss V04 Truss Type Valley Qty 1 Ply 1 97 Bear Creek Job Reference (optional) I44215191 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jan 4 17:16:08 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Fh6xqts8u1h94CLhEUdnz5zIWj3-2hcKyN787hnLzGEO5yx?v7?wDBAUqiXV4EXHPVzygF5 Scale = 1:28.8 1 2 3 4 5 6 3x8 5x6 3x8 2x4 0-0-50-0-5 11-2-411-1-15 5-7-2 5-7-2 11-2-4 5-7-2 0-0-44-7-150-0-410.00 12 Plate Offsets (X,Y)-- [1:0-5-13,Edge], [3:0-3-2,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 0.54 0.30 0.10 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: 27 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=11-1-10, 3=11-1-10, 4=11-1-10 Max Horz 1=-78(LC 6) Max Uplift 1=-2(LC 10), 3=-10(LC 11) Max Grav 1=208(LC 1), 3=208(LC 1), 4=418(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 7-9-10, Exterior(2E) 7-9-10 to 10-9-10 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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.). January 5,2021 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 Component available 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 97_BEAR_CREEK Truss V05 Truss Type Valley Qty 1 Ply 1 97 Bear Creek Job Reference (optional) I44215192 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jan 4 17:16:08 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Fh6xqts8u1h94CLhEUdnz5zIWj3-2hcKyN787hnLzGEO5yx?v7?xTBBqqjSV4EXHPVzygF5 Scale = 1:22.6 1 2 3 4 5 6 3x4 3x4 3x4 2x4 0-0-50-0-5 7-11-137-11-9 3-11-15 3-11-15 7-11-13 3-11-15 0-0-43-3-150-0-410.00 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 0.46 0.22 0.05 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: 17 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=7-11-4, 3=7-11-4, 4=7-11-4 Max Horz 1=-55(LC 6) Max Uplift 1=-13(LC 11), 3=-20(LC 11) Max Grav 1=168(LC 1), 3=168(LC 1), 4=256(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 4-8-6, Exterior(2E) 4-8-6 to 7-8-6 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, 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.). January 5,2021 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 Component available 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 97_BEAR_CREEK Truss V06 Truss Type Valley Qty 1 Ply 1 97 Bear Creek Job Reference (optional) I44215193 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jan 4 17:16:09 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Fh6xqts8u1h94CLhEUdnz5zIWj3-WtAiAj8mu_vCbQpaegTESKYBKaZMZA8eIuHryxzygF4 Scale = 1:12.7 1 2 3 4 3x4 3x4 3x4 2x4 0-0-50-0-5 4-9-74-9-2 2-4-12 2-4-12 4-9-7 2-4-12 0-0-41-11-150-0-410.00 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 0.14 0.07 0.02 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: 10 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 4-9-7 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-8-13, 3=4-8-13, 4=4-8-13 Max Horz 1=31(LC 7) Max Uplift 1=-8(LC 11), 3=-11(LC 11) Max Grav 1=96(LC 1), 3=96(LC 1), 4=145(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) 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.). January 5,2021 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 Component available 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 97_BEAR_CREEK Truss V07 Truss Type Valley Qty 1 Ply 1 97 Bear Creek Job Reference (optional) I44215194 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jan 4 17:16:10 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Fh6xqts8u1h94CLhEUdnz5zIWj3-_4k4N39OfI13CaOnCN_T_Y5MF_unIbHoXY0OUNzygF3 Scale = 1:43.4 1 2 3 4 5 9 8 7 6 10 11 3x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 0-0-50-0-5 16-5-1516-5-10 8-3-0 8-3-0 16-5-15 8-3-0 0-0-46-10-80-0-410.00 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 0.19 0.19 0.15 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: 47 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 16-5-5. (lb) - Max Horz 1=118(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1 except 9=-114(LC 10), 6=-114(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 9=387(LC 17), 6=387(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-294/158, 4-6=-294/158 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) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 5-3-0, Exterior(2R) 5-3-0 to 11-3-0, Interior(1) 11-3-0 to 13-1-11, Exterior(2E) 13-1-11 to 16-1-11 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 except (jt=lb) 9=114, 6=114. 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.). January 5,2021 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 Component available 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 97_BEAR_CREEK Truss V08 Truss Type Valley Qty 1 Ply 1 97 Bear Creek Job Reference (optional) I44215195 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jan 4 17:16:11 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:QQQpjx7CIM9pRgxiFbqBBPy7Si3-SGISbP90Qc9wqkzzm4ViXldO4OBA12fxmCmy0qzygF2 Scale = 1:22.3 1 2 3 4 5 6 3x8 3x8 2x4 5x6 0-0-80-0-8 13-0-1413-0-6 6-6-7 6-6-7 13-0-14 6-6-7 0-0-43-3-40-0-46.00 12 Plate Offsets (X,Y)-- [2:0-4-6,0-2-0] 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 0.76 0.37 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: 29 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud *Except* 2-3: 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=12-11-14, 3=12-11-14, 4=12-11-14 Max Horz 1=36(LC 10) Max Uplift 1=-13(LC 10), 3=-17(LC 11) Max Grav 1=216(LC 23), 3=212(LC 24), 4=526(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-308/121 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) 0-7-9 to 3-7-9, Exterior(2R) 3-7-9 to 9-5-5, Exterior(2E) 9-5-5 to 12-5-5 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) The Fabrication Tolerance at joint 2 = 0% 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). January 5,2021 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 Component available 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 97_BEAR_CREEK Truss V09 Truss Type Valley Qty 1 Ply 1 97 Bear Creek Job Reference (optional) I44215196 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jan 4 17:16:12 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:QQQpjx7CIM9pRgxiFbqBBPy7Si3-wSsrolAeBvHnSuY9Ko0x4zAfMoN7mW85_rVVZGzygF1 Scale = 1:14.4 1 2 3 4 5 3x4 3x4 3x4 0-0-80-0-8 7-8-147-8-6 3-10-7 3-10-7 7-8-14 3-10-7 0-0-41-11-40-0-46.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.34 0.90 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: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 2-2-0 oc bracing. REACTIONS. (size)1=7-7-14, 3=7-7-14 Max Horz 1=20(LC 10) Max Grav 1=259(LC 1), 3=259(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.). January 5,2021 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 Component available 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 97_BEAR_CREEK Truss V11 Truss Type GABLE Qty 1 Ply 1 97 Bear Creek Job Reference (optional) I44215197 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jan 4 17:16:13 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Fh6xqts8u1h94CLhEUdnz5zIWj3-PfQD?5BGyDPe327MtVXAcAiseCv6VzOEDVF25izygF0 Scale = 1:8.1 1 2 3 3x4 3x4 3x4 3-8-5 3-8-5 0-0-41-0-153.50 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 0.24 0.15 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 3-8-5 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-8-5, 3=3-8-5 Max Horz 1=25(LC 7) Max Uplift 1=-4(LC 6), 3=-7(LC 10) Max Grav 1=112(LC 1), 3=112(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.). January 5,2021 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 Component available 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 97_BEAR_CREEK Truss V12 Truss Type Valley Qty 1 Ply 1 97 Bear Creek Job Reference (optional) I44215198 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jan 4 17:16:14 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Fh6xqts8u1h94CLhEUdnz5zIWj3-tr_bDRCvjXYVhBiYRD2P9OF0KbGCEObNS9_cd9zygF? Scale = 1:38.6 1 2 3 4 5 8 7 6 9 10 3x4 5x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-50-0-5 14-7-214-6-13 7-3-9 7-3-9 14-7-2 7-3-9 0-0-46-1-00-0-410.00 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 0.09 0.13 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: 39 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 14-6-9. (lb) - Max Horz 1=104(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1 except 8=-104(LC 10), 6=-103(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=337(LC 17), 6=337(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-252/143, 4-6=-252/143 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 3-3-9, Interior(1) 3-3-9 to 4-3-9, Exterior(2R) 4-3-9 to 10-3-9, Interior(1) 10-3-9 to 11-2-9, Exterior(2E) 11-2-9 to 14-2-9 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) 8=104, 6=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.). January 5,2021 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