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HomeMy WebLinkAboutM003.016023 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). August 5,2020 Liu, Xuegang Pages or sheets covered by this seal: I42320439 thru I42320481 My license renewal date for the state of Indiana is July 31, 2022. B20002117 Pyatt Bldrs - 195B Sausalito 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 B20002117 Truss GE01 Truss Type GABLE Qty 1 Ply 1 Pyatt Bldrs - 195B Sausalito Job Reference (optional) I42320439 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 14:45:20 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-nt?jydK8h?wDVcAxvRG8p48LTFDwWo1SFu8_4qyqsuj Scale = 1:26.5 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 4x6 3x4 3x8 3x4 3x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 13-1-813-1-8 -1-0-0 1-0-0 6-6-12 6-6-12 13-1-8 6-6-12 14-1-8 1-0-0 0-6-123-10-20-6-126.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-3], [2:0-2-13,Edge], [10:0-0-0,0-1-3], [10:0-2-13,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.06 0.04 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) 10 10 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 50 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud, Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-1-8. (lb) - Max Horz 2=-49(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 10, 16, 17, 18, 14, 13, 12 Max Grav All reactions 250 lb or less at joint(s) 2, 10, 15, 16, 17, 18, 14, 13, 12 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3E) -1-0-0 to 2-0-0, Exterior(2N) 2-0-0 to 6-6-12, Corner(3R) 6-6-12 to 9-6-12, Exterior(2N) 9-6-12 to 14-1-8 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) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10, 16, 17, 18, 14, 13, 12. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 5,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 B20002117 Truss GE02 Truss Type GABLE Qty 1 Ply 1 Pyatt Bldrs - 195B Sausalito Job Reference (optional) I42320440 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 14:45:22 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-jF6TNJLODcAxkwKK1sIcuVDhy2vh_hPljCd58iyqsuh Scale = 1:36.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 30 29 28 27 26 25 24 23 22 21 20 19 18 4x6 3x4 3x8 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 3x8 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 0-6-125-5-80-6-126.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-3], [2:0-2-13,Edge], [16:0-2-13,Edge], [16:0-0-0,0-1-3], [24:0-3-0,0-3-0] 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-S 0.06 0.02 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 17 17 16 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 86 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud, Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 19-7-0. (lb) - Max Horz 2=-70(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 26, 27, 28, 29, 16, 30, 22, 21, 20, 19, 18 Max Grav All reactions 250 lb or less at joint(s) 2, 24, 25, 26, 27, 28, 29, 16, 30, 23, 22, 21, 20, 19, 18 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3E) -1-0-0 to 1-9-8, Exterior(2N) 1-9-8 to 9-9-8, Corner(3R) 9-9-8 to 12-9-8, Exterior(2N) 12-9-8 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) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 26, 27, 28, 29, 16, 30, 22, 21, 20, 19, 18. 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. August 5,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 B20002117 Truss GE03 Truss Type GABLE Qty 1 Ply 1 Pyatt Bldrs - 195B Sausalito Job Reference (optional) I42320441 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 14:45:27 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-4DwMQ0PX29pErhDHpPunbZxSG3VifrUUsULsqwyqsuc Scale = 1:65.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 57 56 55 54 53 52 51 50 49 48 4746 45 44 43 42 41 40 39 3837 36 35 34 33 32 31 66 65 64 63 62 61 60 59 58 67 68 69 70 3x6 8x16 3x6 3x8 3x6 3x6 3x6 3x6 3x8 3x8 3x8 3x8 3x8 3x8 3x8 8x8 3x6 6-1-126-1-12 6-3-80-1-128-11-32-7-11 18-10-09-10-13 18-11-120-1-12 35-6-016-6-4 6-1-12 6-1-12 8-11-3 2-9-7 17-9-0 8-9-13 35-6-0 17-9-0 0-6-129-5-40-6-126.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [1:0-0-11,0-6-0], [1:0-0-5,0-0-11], [10:0-2-13,0-1-8], [22:0-2-13,0-1-8], [30:0-0-5,0-0-11], [30:0-0-11,0-6-0], [30:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.34 0.48 0.50 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.20 0.01 (loc) 46-47 46-47 30 l/defl >999 >761 n/a L/d 240 180 n/a PLATES MT20 Weight: 236 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 9-43,16-43: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 16-58,17-43: 2x4 SPF No.2 WEDGE Left: 2x4 SPF-S Stud, Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 1-57,56-57,55-56,54-55,53-54,52-53,51-52. WEBS 1 Row at midpt 16-43, 17-43 JOINTS 1 Brace at Jt(s): 59, 61, 63 REACTIONS.All bearings 16-8-0 except (jt=length) 1=6-3-8, 53=6-3-8, 53=6-3-8, 54=6-3-8, 55=6-3-8, 56=6-3-8, 57=6-3-8. (lb) - Max Horz 1=-133(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 54, 55, 56, 57, 42, 41, 40, 38, 37, 36, 35, 34, 33, 32, 31 Max Grav All reactions 250 lb or less at joint(s) 1, 30, 55, 56, 57, 42, 41, 40, 38, 37, 36, 35, 34, 33, 32, 31 except 53=315(LC 1), 53=315(LC 1), 54=307(LC 1), 43=663(LC 1), 43=663(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-334/52, 7-8=-352/67, 8-9=-278/68 BOT CHORD 50-51=0/342, 49-50=0/342, 47-49=0/342, 46-47=0/342, 45-46=0/342, 44-45=0/342, 43-44=0/342 WEBS 6-53=-331/0, 6-66=0/529, 65-66=0/537, 51-65=-1/605, 9-64=-286/58, 61-62=-251/53, 60-61=-269/55, 59-60=-267/56, 58-59=-330/63, 16-43=-572/0, 16-58=-38/337 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=36ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-6-10, Interior(1) 3-6-10 to 17-9-0, Exterior(2R) 17-9-0 to 21-3-10, Interior(1) 21-3-10 to 35-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 54, 55, 56, 57, 42, 41, 40, 38, 37, 36, 35, 34, 33, 32, 31. Continued on page 2 August 5,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 B20002117 Truss GE03 Truss Type GABLE Qty 1 Ply 1 Pyatt Bldrs - 195B Sausalito Job Reference (optional) I42320441 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 14:45:27 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-4DwMQ0PX29pErhDHpPunbZxSG3VifrUUsULsqwyqsuc NOTES- 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. 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 B20002117 Truss GE03A Truss Type GABLE Qty 1 Ply 1 Pyatt Bldrs - 195B Sausalito Job Reference (optional) I42320442 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 14:45:32 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-RBjFTkTfshRWxS5FcyUyIceN24JRKCmD0l2dV7yqsuX Scale = 1:65.1 1 2 3 4 5 6 7 8 910 11 12 13 14 15 16 17 18 19 20 21 2223 24 25 26 27 28 29 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 3635 34 33 32 31 30 55 56 3x6 5x6 3x6 3x8 3x6 3x8 3x6 35-6-035-6-0 -1-0-0 1-0-0 17-9-0 17-9-0 35-6-0 17-9-0 36-6-0 1-0-0 0-6-129-5-40-6-126.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [2:0-0-11,0-6-0], [2:0-0-5,0-0-11], [9:0-2-13,0-1-8], [21:0-2-13,0-1-8], [28:0-0-5,0-0-11], [28:0-0-11,0-6-0], [28:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.08 0.06 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 28 29 28 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 208 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 15-42,14-43,16-41: 2x4 SPF No.2 WEDGE Left: 2x4 SPF-S Stud, Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 15-42, 14-43, 16-41 REACTIONS.All bearings 35-6-0. (lb) - Max Horz 2=136(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 44, 45, 46, 48, 49, 50, 51, 52, 53, 54, 40, 39, 38, 36, 35, 34, 33, 32, 31, 30 Max Grav All reactions 250 lb or less at joint(s) 2, 42, 43, 44, 45, 46, 48, 49, 50, 51, 52, 53, 54, 41, 40, 28, 39, 38, 36, 35, 34, 33, 32, 31, 30 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=36ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3E) -1-0-0 to 2-6-10, Exterior(2N) 2-6-10 to 17-9-0, Corner(3R) 17-9-0 to 21-3-10, Exterior(2N) 21-3-10 to 36-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 44, 45, 46, 48, 49, 50, 51, 52, 53, 54, 40, 39, 38, 36, 35, 34, 33, 32, 31, 30. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 5,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 B20002117 Truss GE04 Truss Type GABLE Qty 1 Ply 1 Pyatt Bldrs - 195B Sausalito Job Reference (optional) I42320443 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 14:45:34 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-NZr0uPVwOIhEAmFdkNWQO1jj6u?Po7UWT3XkZ0yqsuV Scale = 1:26.8 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 3x6 4x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 10-8-010-8-0 -1-0-0 1-0-0 5-4-0 5-4-0 10-8-0 5-4-0 11-8-0 1-0-0 0-9-04-3-110-9-08.00 12 Plate Offsets (X,Y)-- [2:0-1-3,0-1-12], [10:0-1-3,0-1-12], [12:0-0-0,0-1-12], [12:Edge,0-3-8], [20:0-0-0,0-1-12] 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-R 0.11 0.02 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 11 11 12 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 46 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 10-8-0. (lb) - Max Horz 20=-79(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 20, 12, 17, 18, 19, 15, 14, 13 Max Grav All reactions 250 lb or less at joint(s) 20, 12, 16, 17, 18, 19, 15, 14, 13 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3E) -1-0-0 to 2-0-0, Exterior(2N) 2-0-0 to 5-4-0, Corner(3R) 5-4-0 to 8-4-0, Exterior(2N) 8-4-0 to 11-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 12, 17, 18, 19, 15, 14, 13. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 5,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 B20002117 Truss GE05 Truss Type GABLE Qty 1 Ply 1 Pyatt Bldrs - 195B Sausalito Job Reference (optional) I42320444 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 14:45:36 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-JyzmJ5WAwwxyQ3P0roYuTSp4VihwG0EpxN0reuyqsuT Scale = 1:50.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 4x6 3x4 3x8 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 3x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 25-4-025-4-0 -1-0-0 1-0-0 12-8-0 12-8-0 25-4-0 12-8-0 26-4-0 1-0-0 0-6-126-10-120-6-126.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-3], [2:0-2-13,Edge], [20:0-2-13,Edge], [20:0-0-0,0-1-3], [31:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-9-12 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.05 0.02 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 21 21 20 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 124 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud, Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 25-4-0. (lb) - Max Horz 2=-81(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 32, 33, 34, 35, 36, 37, 20, 38, 28, 27, 26, 25, 24, 23, 22 Max Grav All reactions 250 lb or less at joint(s) 2, 30, 31, 32, 33, 34, 35, 36, 37, 20, 38, 29, 28, 27, 26, 25, 24, 23, 22 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=25ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3E) -1-0-0 to 2-0-0, Exterior(2N) 2-0-0 to 12-8-0, Corner(3R) 12-8-0 to 15-8-0, Exterior(2N) 15-8-0 to 26-4-0 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) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 32, 33, 34, 35, 36, 37, 20, 38, 28, 27, 26, 25, 24, 23, 22. 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. August 5,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 B20002117 Truss GE05A Truss Type GABLE Qty 1 Ply 1 Pyatt Bldrs - 195B Sausalito Job Reference (optional) I42320445 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 14:45:38 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-FK4XknYQSXBgfNYPzDaMYtuQwVMDkwS6OhVxinyqsuR Scale = 1:49.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 3x6 4x6 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 3x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 25-1-025-1-0 12-5-0 12-5-0 25-1-0 12-8-0 26-1-0 1-0-0 0-8-46-10-120-6-126.00 12 Plate Offsets (X,Y)-- [19:0-2-13,Edge], [19:0-0-0,0-1-3], [30:0-3-0,0-3-0] 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-S 0.06 0.03 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 20 20 19 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 121 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud WEDGE Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 25-1-0. (lb) - Max Horz 38=-95(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 38, 31, 32, 33, 34, 35, 19, 37, 27, 26, 25, 24, 23, 22, 21 Max Grav All reactions 250 lb or less at joint(s) 38, 29, 30, 31, 32, 33, 34, 35, 36, 19, 37, 28, 27, 26, 25, 24, 23, 22, 21 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=25ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3E) 0-1-12 to 3-1-0, Exterior(2N) 3-1-0 to 12-5-0, Corner(3R) 12-5-0 to 15-5-0, Exterior(2N) 15-5-0 to 26-1-0 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) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 38, 31, 32, 33, 34, 35, 19, 37, 27, 26, 25, 24, 23, 22, 21. 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. August 5,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 B20002117 Truss GE06 Truss Type GABLE Qty 1 Ply 1 Pyatt Bldrs - 195B Sausalito Job Reference (optional) I42320446 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 14:45:40 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-CjCH9TZh_8SOvhin4edqdIzlLJ1yCpEPs?_2ngyqsuP Scale = 1:43.0 1 2 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 14 26 27 3x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0-0-60-0-6 19-5-119-4-11 9-8-8 9-8-8 19-5-1 9-8-8 0-0-46-5-110-0-48.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.06 0.08 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 13 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 84 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-21: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 19-4-5. (lb) - Max Horz 1=96(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 20, 22, 23, 24, 25, 18, 17, 16, 15, 14 Max Grav All reactions 250 lb or less at joint(s) 1, 13, 19, 20, 22, 23, 24, 25, 18, 17, 16, 15, 14 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3E) 0-5-12 to 3-5-12, Exterior(2N) 3-5-12 to 9-8-8, Corner(3R) 9-8-8 to 12-8-8, Exterior(2N) 12-8-8 to 18-11-4 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 requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 22, 23, 24, 25, 18, 17, 16, 15, 14. 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. August 5,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 B20002117 Truss J01 Truss Type Jack-Open Qty 1 Ply 1 Pyatt Bldrs - 195B Sausalito Job Reference (optional) I42320447 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 14:45:41 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-gvmfMpaJlSaFWqHzeL83AWWw6jO0xHoY4fkcJ6yqsuO Scale = 1:7.8 1 2 3 4 3x4 1-8-151-8-15 -1-0-0 1-0-0 1-8-15 1-8-15 0-4-121-0-20-4-40-7-141-0-24.23 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.06 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 2 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-8-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-3-8, 4=Mechanical Max Horz 2=25(LC 12) Max Uplift 3=-5(LC 9), 2=-26(LC 12) Max Grav 3=32(LC 1), 2=148(LC 1), 4=34(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 5,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 B20002117 Truss J02 Truss Type Jack-Open Qty 1 Ply 1 Pyatt Bldrs - 195B Sausalito Job Reference (optional) I42320448 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 14:45:42 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-86K1a9bxWmi68_sAC2fIij25s6kFgk2iJJT9rYyqsuN Scale = 1:7.8 1 2 3 4 3x4 1-8-151-8-15 -1-0-0 1-0-0 1-8-15 1-8-15 0-4-121-0-20-4-40-7-141-0-24.23 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.06 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 2 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-8-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-3-8, 4=Mechanical Max Horz 2=25(LC 12) Max Uplift 3=-5(LC 9), 2=-26(LC 12) Max Grav 3=32(LC 1), 2=148(LC 1), 4=34(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 5,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 B20002117 Truss T01 Truss Type Common Qty 9 Ply 1 Pyatt Bldrs - 195B Sausalito Job Reference (optional) I42320449 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 14:45:43 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-cIuQnUcZH3qzm8RMlmAXFxb5SWvsP8grYzDiO?yqsuM Scale = 1:37.5 1 2 3 4 5 6 7 8 17 18 19 20 21 22 3x8 3x4 3x8 3x4 2x4 4x8 8-0-08-0-0 16-0-08-0-0 -1-0-0 1-0-0 8-0-0 8-0-0 16-0-0 8-0-0 17-0-0 1-0-0 0-9-06-1-00-9-08.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [6:0-4-13,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-MS 0.71 0.71 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.22 0.05 (loc) 8-11 8-11 2 l/defl >999 >871 n/a L/d 240 180 n/a PLATES MT20 Weight: 52 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-11-0, Right 2x4 SPF-S Stud 1-11-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 6=0-3-8 Max Horz 2=-94(LC 10) Max Uplift 2=-11(LC 12), 6=-11(LC 12) Max Grav 2=790(LC 17), 6=790(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-801/71, 4-6=-801/71 BOT CHORD 2-8=0/638, 6-8=0/638 WEBS 4-8=0/458 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 8-0-0, Exterior(2R) 8-0-0 to 11-0-0 , Interior(1) 11-0-0 to 17-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 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. August 5,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 B20002117 Truss T01A Truss Type Common Qty 2 Ply 1 Pyatt Bldrs - 195B Sausalito Job Reference (optional) I42320450 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 14:45:44 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-4USo?qcB2NyqNI0YJThmo88G4wFb8b1?mdyGwRyqsuL Scale = 1:37.4 1 2 3 4 5 6 7 16 17 18 19 20 21 4x10 4x6 3x8 3x4 2x4 4x6 8-0-08-0-0 15-9-07-9-0 -1-0-0 1-0-0 8-0-0 8-0-0 15-9-0 7-9-0 0-9-06-1-00-11-08.00 12 Plate Offsets (X,Y)-- [2:0-4-13,Edge], [6:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.72 0.67 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.24 0.05 (loc) 7-14 7-14 2 l/defl >999 >799 n/a L/d 240 180 n/a PLATES MT20 Weight: 52 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-11-0, Right 2x6 SPF No.2 1-11-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=Mechanical, 2=0-3-8 Max Horz 2=90(LC 11) Max Uplift 2=-11(LC 12) Max Grav 6=724(LC 18), 2=780(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-780/69, 4-6=-751/129 BOT CHORD 2-7=0/613, 6-7=0/613 WEBS 4-7=0/446 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 8-0-0, Exterior(2R) 8-0-0 to 11-0-0 , Interior(1) 11-0-0 to 15-9-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 5,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 B20002117 Truss T03 Truss Type Common Qty 5 Ply 1 Pyatt Bldrs - 195B Sausalito Job Reference (optional) I42320451 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 14:45:46 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-0tZYQWeSZ_CXdcAxRukEtZDdHkuCcRMHExRM?JyqsuJ Scale = 1:69.4 1 2 3 4 5 6 7 8 9 14 13 12 11 10 21 22 23 24 3x6 5x10 MT18HS 3x6 5x6 4x10 3x8 MT18HS 3x12 3x6 2x4 3x6 2x4 5x8 3x6 8-11-38-11-3 18-11-1210-0-9 26-6-137-7-1 35-6-08-11-3 -1-0-0 1-0-0 8-11-3 8-11-3 17-9-0 8-9-13 26-6-13 8-9-13 35-6-0 8-11-3 36-6-0 1-0-0 0-6-129-5-40-6-126.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-3], [2:0-2-13,Edge], [8:0-0-5,0-0-11], [8:0-0-11,0-6-0], [8:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.67 0.86 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.25 -0.56 0.11 (loc) 12-14 12-14 8 l/defl >999 >760 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 131 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 7-10,3-14: 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud, Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 7-12, 3-12 REACTIONS. (size)2=0-3-8, 8=0-3-8 Max Horz 2=-136(LC 10) Max Grav 2=1480(LC 1), 8=1480(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2472/30, 3-5=-1647/101, 5-7=-1789/91, 7-8=-2458/39 BOT CHORD 2-14=0/2118, 12-14=0/2118, 10-12=0/2107, 8-10=0/2107 WEBS 5-12=0/934, 7-12=-762/75, 7-10=0/302, 3-12=-870/56, 3-14=0/385 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=36ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-6-10, Interior(1) 2-6-10 to 17-9-0, Exterior(2R) 17-9-0 to 21-3-10, Interior(1) 21-3-10 to 36-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. August 5,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 B20002117 Truss T03A Truss Type Common Qty 2 Ply 1 Pyatt Bldrs - 195B Sausalito Job Reference (optional) I42320452 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 14:45:47 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-U37wdsf4KIKOEll7_cFTPnmjq7GTLtpRTbBwXmyqsuI Scale = 1:62.2 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 3x6 5x10 MT18HS 3x6 5x6 3x6 3x12 3x6 2x4 3x6 2x4 3x8 3x6 8-11-38-11-3 18-11-1210-0-9 26-6-137-7-1 35-6-08-11-3 8-11-3 8-11-3 17-9-0 8-9-13 26-6-13 8-9-13 35-6-0 8-11-3 36-6-0 1-0-0 0-6-129-5-40-6-126.00 12 Plate Offsets (X,Y)-- [1:0-0-11,0-0-5], [1:0-6-0,0-0-11], [7:0-0-5,0-0-11], [7:0-0-11,0-6-0], [7:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 1.00 0.73 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.37 0.02 (loc) 11-13 7-9 7 l/defl >999 >527 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 129 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 6-9,2-13: 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud, Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-11, 6-11, 2-11 REACTIONS. (size)1=Mechanical, 11=0-3-8, 7=0-3-8 Max Horz 1=-135(LC 10) Max Uplift 7=-22(LC 12) Max Grav 1=576(LC 23), 11=1902(LC 1), 7=533(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-723/40, 2-4=0/524, 4-6=0/661, 6-7=-494/100 BOT CHORD 1-13=0/571, 11-13=0/571, 9-11=-44/345, 7-9=-44/345 WEBS 4-11=-903/36, 6-11=-839/77, 6-9=0/352, 2-11=-956/59, 2-13=0/431 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=36ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-0-12 to 3-7-6, Interior(1) 3-7-6 to 17-9-0, Exterior(2R) 17-9-0 to 21-3-10, Interior(1) 21-3-10 to 36-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 5,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 B20002117 Truss T03B Truss Type Common Qty 4 Ply 1 Pyatt Bldrs - 195B Sausalito Job Reference (optional) I42320453 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 14:45:49 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-RSFh2YgKsva6U3uW60HxVCr8oxy_pnHkwvg1beyqsuG Scale = 1:61.7 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 3x6 5x10 MT18HS 3x6 5x6 3x6 3x12 3x6 2x4 3x6 2x4 5x6 3x6 8-11-38-11-3 18-11-1210-0-9 26-6-137-7-1 35-6-08-11-3 8-11-3 8-11-3 17-9-0 8-9-13 26-6-13 8-9-13 35-6-0 8-11-3 0-6-129-5-40-6-126.00 12 Plate Offsets (X,Y)-- [1:0-0-11,0-0-5], [1:0-6-0,0-0-11], [7:0-0-11,0-0-5], [7:0-6-0,0-0-11] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.65 0.72 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.39 0.02 (loc) 7-8 7-8 7 l/defl >999 >506 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 128 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3,5-7: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 6-8,2-12: 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud, Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-10, 6-10, 2-10 REACTIONS. (size)1=Mechanical, 10=0-3-8, 7=Mechanical Max Horz 1=-133(LC 10) Max Grav 1=580(LC 23), 10=1897(LC 1), 7=469(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-733/39, 2-4=0/514, 4-6=0/648, 6-7=-486/87 BOT CHORD 1-12=0/583, 10-12=0/583, 8-10=-31/365, 7-8=-31/365 WEBS 4-10=-886/37, 6-10=-857/79, 6-8=0/355, 2-10=-962/61, 2-12=0/429 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=36ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-0-12 to 3-7-6, Interior(1) 3-7-6 to 17-9-0, Exterior(2R) 17-9-0 to 21-3-10, Interior(1) 21-3-10 to 35-5-4 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 has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) 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. August 5,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 B20002117 Truss T03C Truss Type Roof Special Qty 4 Ply 1 Pyatt Bldrs - 195B Sausalito Job Reference (optional) I42320454 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 14:45:52 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-r1wpgZjC9qyhLXd5n9re6qTa28y608AActuhCzyqsuD Scale = 1:60.2 1 2 3 4 5 6 7 8 9 16 15 14 11 10 13 12 17 18 19 20 3x6 5x8 3x6 5x6 3x6 3x4 4x6 4x6 5x6 5x6 3x6 2x4 8x8 3x6 5x12 3x6 8-11-38-11-3 18-11-1210-0-9 19-1-80-1-12 22-2-03-0-8 26-6-134-4-13 35-6-08-11-3 8-11-3 8-11-3 17-9-0 8-9-13 19-1-8 1-4-8 22-2-0 3-0-8 26-6-13 4-4-13 35-6-0 8-11-3 0-6-129-5-40-6-122-0-06.00 12 Plate Offsets (X,Y)-- [1:0-0-11,0-0-5], [1:0-6-0,0-0-11], [9:0-6-0,0-0-11], [9:0-0-11,0-0-5], [11:0-3-0,0-3-0], [14:0-2-12,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.97 0.82 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.39 0.03 (loc) 14-16 14-16 14 l/defl >999 >578 n/a L/d 240 180 n/a PLATES MT20 Weight: 151 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 6-11,11-14: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud *Except* 2-14,4-14: 2x4 SPF No.2 WEDGE Left: 2x4 SPF-S Stud, Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 10-11. 6-0-0 oc bracing: 13-14 10-0-0 oc bracing: 11-12 WEBS 1 Row at midpt 2-14, 4-14 JOINTS 1 Brace at Jt(s): 13, 12 REACTIONS. (size)1=Mechanical, 9=Mechanical, 14=0-3-8 Max Horz 1=133(LC 11) Max Uplift 1=-11(LC 12), 9=-17(LC 12) Max Grav 1=752(LC 23), 9=651(LC 24), 14=1443(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1099/85, 6-8=-479/132, 8-9=-854/94 BOT CHORD 1-16=-0/902, 14-16=-0/902, 9-10=-3/680, 13-14=-723/51, 12-13=0/342, 6-12=0/562 WEBS 2-16=0/437, 2-14=-944/57, 4-14=-339/34, 6-13=-599/26, 10-12=0/751, 8-12=-415/52 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=36ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-0-12 to 3-7-6, Interior(1) 3-7-6 to 17-9-0, Exterior(2R) 17-9-0 to 21-3-10, Interior(1) 21-3-10 to 35-5-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9. 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. DOTTED MEMBERS TO BE REMOVEDCONNECTOR PLATES TO BE CUT CLEANLY AND ACCURATELY AND THE REMAINING PLATEMUST BE FULLY EMBEDDED AND UNDISTURBED. August 5,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 B20002117 Truss T05 Truss Type Common Qty 4 Ply 1 Pyatt Bldrs - 195B Sausalito Job Reference (optional) I42320455 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 14:45:54 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-nP2a5FkThSCPaqnTvat6BFY2XydPU5ET4ANoHsyqsuB Scale = 1:43.8 1 2 3 4 5 6 7 10 9 8 11 12 13 14 15 16 4x6 4x8 3x6 3x6 2x4 3x6 2x4 4x8 8-5-128-5-12 16-10-48-4-7 25-4-08-5-12 -1-0-0 1-0-0 6-4-11 6-4-11 12-8-0 6-3-5 18-11-5 6-3-5 25-4-0 6-4-11 26-4-0 1-0-0 0-6-126-10-120-6-126.00 12 Plate Offsets (X,Y)-- [2:0-0-5,0-0-11], [2:0-0-11,0-6-0], [2:0-3-8,Edge], [6:0-0-5,0-0-11], [6:0-0-11,0-6-0], [6:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.46 0.84 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.30 0.06 (loc) 8-10 6-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 87 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud, Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 6=0-3-8 Max Horz 2=89(LC 11) Max Uplift 2=-7(LC 12), 6=-7(LC 12) Max Grav 2=1160(LC 17), 6=1160(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1810/75, 3-4=-1654/100, 4-5=-1654/100, 5-6=-1810/75 BOT CHORD 2-10=-6/1602, 8-10=0/1071, 6-8=-4/1546 WEBS 4-8=0/699, 5-8=-338/121, 4-10=0/699, 3-10=-338/121 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 12-8-0, Exterior(2R) 12-8-0 to 15-8-0, Interior(1) 15-8-0 to 26-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 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. August 5,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 B20002117 Truss T05A Truss Type Common Qty 1 Ply 1 Pyatt Bldrs - 195B Sausalito Job Reference (optional) I42320456 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 14:45:55 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-FccyIbl5SlLGC_MgSHOLkT5DrMzEDYJcIq7LpIyqsuA Scale = 1:42.8 1 2 3 4 5 6 9 8 7 10 11 12 13 14 15 4x6 5x6 3x6 3x6 2x4 3x6 2x4 5x6 8-5-128-5-12 16-10-48-4-7 25-4-08-5-12 -1-0-0 1-0-0 6-4-11 6-4-11 12-8-0 6-3-5 18-11-5 6-3-5 25-4-0 6-4-11 0-6-126-10-120-6-126.00 12 Plate Offsets (X,Y)-- [2:0-0-11,0-0-5], [2:0-6-0,0-0-11], [6:0-0-11,0-0-5], [6:0-6-0,0-0-11] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.49 0.86 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.32 0.06 (loc) 7-9 6-7 6 l/defl >999 >928 n/a L/d 240 180 n/a PLATES MT20 Weight: 86 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud, Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 6=Mechanical Max Horz 2=89(LC 11) Max Uplift 2=-8(LC 12) Max Grav 2=1165(LC 17), 6=1104(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1819/77, 3-4=-1664/101, 4-5=-1678/107, 5-6=-1836/83 BOT CHORD 2-9=-19/1608, 7-9=0/1078, 6-7=-15/1574 WEBS 4-7=0/721, 5-7=-354/125, 4-9=0/697, 3-9=-338/121 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 12-8-0, Exterior(2R) 12-8-0 to 15-8-0, Interior(1) 15-8-0 to 25-3-4 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 5,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 B20002117 Truss T05B Truss Type Common Qty 4 Ply 1 Pyatt Bldrs - 195B Sausalito Job Reference (optional) I42320457 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 14:45:57 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-C_kijHnL_NbzRIV2aiQppuAXX9f7hStvm8cStByqsu8 Scale = 1:42.6 1 2 3 4 5 6 9 8 7 17 18 19 20 21 22 4x8 3x4 3x6 3x6 2x4 4x6 3x6 2x4 5x6 8-2-128-2-12 16-7-48-4-8 25-1-08-5-12 6-1-11 6-1-11 12-5-0 6-3-5 18-8-5 6-3-5 25-1-0 6-4-11 0-8-46-10-120-6-126.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [6:0-0-11,0-0-5], [6:0-6-0,0-0-11] 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-MS 0.54 0.77 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.21 -0.34 0.05 (loc) 7-9 7-9 6 l/defl >999 >880 n/a L/d 240 180 n/a PLATES MT20 Weight: 85 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud WEDGE Right: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-11-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=Mechanical, 6=Mechanical Max Horz 1=-81(LC 10) Max Grav 1=1103(LC 17), 6=1103(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1753/84, 3-4=-1624/108, 4-5=-1663/108, 5-6=-1819/85 BOT CHORD 1-9=-22/1576, 7-9=0/1072, 6-7=-17/1575 WEBS 3-9=-334/113, 4-9=0/652, 4-7=0/712, 5-7=-364/115 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 12-5-0, Exterior(2R) 12-5-0 to 15-5-0, Interior(1) 15-5-0 to 25-1-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 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. August 5,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 B20002117 Truss T05C Truss Type Roof Special Qty 3 Ply 1 Pyatt Bldrs - 195B Sausalito Job Reference (optional) I42320458 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 14:45:58 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-gBI4xdnzlgjq3S4F8Px2M5jfAZ1xQuj2?oL?Qdyqsu7 Scale = 1:46.5 1 2 3 4 5 6 7 13 12 11 10 9 8 18 19 20 21 22 23 3x8 3x4 4x8 3x6 4x6 3x4 3x6 2x4 3x6 4x10 3x6 3x12 8-2-128-2-12 16-7-48-4-8 20-3-03-7-12 20-3-120-0-12 24-11-24-7-6 6-1-11 6-1-11 12-5-0 6-3-5 20-3-12 7-10-12 24-11-2 4-7-6 26-1-0 1-1-14 0-8-46-10-127-6-01-2-150-7-46.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [5:0-3-0,0-2-0] 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-MS 0.74 0.67 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.29 0.02 (loc) 11-13 11-13 10 l/defl >999 >848 n/a L/d 240 180 n/a PLATES MT20 Weight: 96 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-9: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-11-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 10-11. REACTIONS. (size)1=Mechanical, 8=Mechanical, 10=0-3-8 Max Horz 1=101(LC 11) Max Uplift 8=-36(LC 12) Max Grav 1=884(LC 17), 8=194(LC 24), 10=1205(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1279/77, 3-4=-1179/100, 4-5=-726/77 BOT CHORD 1-13=0/1203, 11-13=0/670, 5-10=-1088/58 WEBS 3-13=-346/112, 4-13=0/689, 5-11=0/776 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 12-5-0, Exterior(2R) 12-5-0 to 15-5-0, Interior(1) 15-5-0 to 26-1-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8. 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. August 5,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 B20002117 Truss T05D Truss Type Roof Special Qty 3 Ply 1 Pyatt Bldrs - 195B Sausalito Job Reference (optional) I42320459 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 14:45:59 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-8NsT8zobV_rhgbfRh7THuJGubzQs9HtCDS5Yy3yqsu6 Scale = 1:49.4 1 2 3 4 5 6 7 8 13 12 11 10 9 18 19 20 21 3x6 3x4 4x8 3x4 3x4 3x6 2x4 4x10 6x8 4x6 3x4 4x8 5-10-25-10-2 11-0-85-2-6 11-4-120-4-4 16-1-154-9-3 24-11-28-9-3 5-10-2 5-10-2 11-4-12 5-6-10 12-5-0 1-0-4 19-6-15 7-1-15 24-11-2 5-4-3 26-1-0 1-1-14 0-8-46-10-127-6-01-2-150-7-46.00 12 Plate Offsets (X,Y)-- [1:0-3-4,0-0-1], [12:0-2-8,0-2-8] 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-MS 0.51 0.50 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.27 0.01 (loc) 9-10 9-10 9 l/defl >999 >579 n/a L/d 240 180 n/a PLATES MT20 Weight: 108 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 4-11: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-11-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 10-11. REACTIONS. (size)1=Mechanical, 12=0-3-8, 9=Mechanical Max Horz 1=101(LC 11) Max Uplift 1=-6(LC 12), 9=-33(LC 12) Max Grav 1=415(LC 23), 12=1093(LC 1), 9=577(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-442/73, 5-6=-361/103 BOT CHORD 1-13=0/396, 12-13=0/396, 4-12=-269/74, 9-10=-11/456 WEBS 3-13=0/252, 3-12=-527/51, 5-12=-593/0, 5-10=-3/447, 6-10=-332/123, 6-9=-442/68 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 12-5-0, Exterior(2R) 12-5-0 to 15-5-0, Interior(1) 15-5-0 to 26-1-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) 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) 1, 9. 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. August 5,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 B20002117 Truss TG01 Truss Type Common Girder Qty 1 Ply 2 Pyatt Bldrs - 195B Sausalito Job Reference (optional) I42320460 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 14:46:01 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-4mzDZeqs1b5PwvpppYVl_kL6en1WdBkVhmaf0yyqsu4 Scale = 1:36.6 1 2 3 5 4 6 7 8 9 10 11 12 4x6 3x12 3x12 4x8 4x8 5-4-65-4-6 10-7-105-3-5 16-0-05-4-6 8-0-0 8-0-0 16-0-0 8-0-0 0-9-06-1-00-9-08.00 12 Plate Offsets (X,Y)-- [1:0-0-6,0-0-8], [1:0-0-11,0-4-9], [1:Edge,0-1-1], [3:Edge,0-1-1], [3:0-0-11,0-4-9], [3:0-0-6,0-0-8], [4:0-6-6,Edge], [5:0-4-10,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-S 0.98 0.81 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.09 0.02 (loc) 1-5 1-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 127 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud, Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-8, 3=0-3-8 Max Horz 1=89(LC 26) Max Grav 1=3111(LC 1), 3=2472(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3536/0, 2-3=-3285/0 BOT CHORD 1-5=0/2760, 4-5=0/1847, 3-4=0/2555 WEBS 2-4=0/1642, 2-5=0/2111 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-8-0 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) 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) 638 lb down and 30 lb up at 0-6-0, 631 lb down and 37 lb up at 2-6-0, 631 lb down and 37 lb up at 4-6-0, 631 lb down and 37 lb up at 6-6-0, 449 lb down at 8-6-0, 449 lb down at 10-6-0, and 449 lb down at 12-6-0, and 449 lb down at 14-6-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 August 5,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 B20002117 Truss TG01 Truss Type Common Girder Qty 1 Ply 2 Pyatt Bldrs - 195B Sausalito Job Reference (optional) I42320460 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 14:46:01 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-4mzDZeqs1b5PwvpppYVl_kL6en1WdBkVhmaf0yyqsu4 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 1-3=-20 Concentrated Loads (lb) Vert: 4=-449(F) 6=-638(F) 7=-631(F) 8=-631(F) 9=-631(F) 10=-449(F) 11=-449(F) 12=-449(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 B20002117 Truss TG01A Truss Type Roof Special Girder Qty 1 Ply 2 Pyatt Bldrs - 195B Sausalito Job Reference (optional) I42320461 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 14:46:02 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-YyXbm_qUovDGX3O0NF0_WxtHGAMcMbAevQJDZOyqsu3 Scale = 1:37.7 1 2 3 4 5 10 9 8 7 6 11 12 13 14 15 16 17 18 19 204x6 8x8 6x18 MT18HS 5x16 MT18HS 5x8 3x12 12x12 6x6 5x12 5-4-05-4-0 10-8-05-4-0 14-7-13-11-1 16-5-81-10-8 20-0-83-7-0 8-0-0 8-0-0 14-7-1 6-7-1 16-5-8 1-10-8 20-0-8 3-7-0 0-9-01-8-56-1-00-4-08.00 12 3.00 12 Plate Offsets (X,Y)-- [1:0-1-4,0-1-12], [2:0-5-8,0-3-0], [4:0-2-8,0-1-8], [5:0-4-6,Edge], [6:0-0-7,0-1-11], [7:0-3-0,0-3-12], [10:0-4-10,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-S 0.99 0.88 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.26 -0.49 0.08 (loc) 7-8 7-8 5 l/defl >903 >482 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 191 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 1-2: 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 5-9: 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 2-8,3-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-8, 5=0-6-7 Max Horz 1=-88(LC 6) Max Grav 1=4102(LC 1), 5=5666(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5978/0, 2-3=-8246/0, 3-4=-16406/0, 4-5=-17079/0 BOT CHORD 1-10=0/4793, 8-10=0/3957, 7-8=0/15765, 6-7=0/16501, 5-6=0/16501 WEBS 2-10=0/1904, 2-8=0/6513, 3-8=-9427/0, 3-7=0/2025, 4-7=-591/0, 4-6=0/858 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-3-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-3-0 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) 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) 22 lb down and 13 lb up at 17-4-15 on top chord, and 401 lb down and 20 lb up at 0-6-0, 395 lb down and 26 lb up at 2-6-0, 395 lb down and 26 lb up at 4-6-0, 848 lb down at 6-6-0, 848 lb down at 8-6-0, 848 lb down at 10-6-0, 1071 lb down at 12-6-0, 1071 lb down at 14-6-0, 496 lb down at 15-10-8, 1071 lb down at 16-6-0, and 0 lb down at 17-4-15, and 1071 lb down at 18-6-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 August 5,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 B20002117 Truss TG01A Truss Type Roof Special Girder Qty 1 Ply 2 Pyatt Bldrs - 195B Sausalito Job Reference (optional) I42320461 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 14:46:02 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-YyXbm_qUovDGX3O0NF0_WxtHGAMcMbAevQJDZOyqsu3 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, 3-5=-60, 1-5=-20 Concentrated Loads (lb) Vert: 8=-777(B) 7=-983(B) 6=-983(B) 12=-401(B) 13=-395(B) 14=-395(B) 15=-777(B) 16=-777(B) 17=-983(B) 18=-468(F) 20=-983(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 B20002117 Truss TG01B Truss Type Monopitch Girder Qty 1 Ply 2 Pyatt Bldrs - 195B Sausalito Job Reference (optional) I42320462 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 14:46:03 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-085z_Kr6ZDL79DzCwzXD39QgVap75EFo843m5qyqsu2 Scale = 1:9.4 1 2 3 4 5 63x12 3x4 3x4 0-10-0 4-3-84-3-8 4-3-8 4-3-8 0-5-81-4-13.00 12 Plate Offsets (X,Y)-- [1:0-7-12,0-0-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.13 0.35 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 -0.00 (loc) 1-3 1-3 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-9-7, 3=Mechanical Max Horz 1=26(LC 5) Max Grav 1=1136(LC 2), 3=516(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) 2-ply truss to be connected together as follows: Top chords connected with 10d (0.131"x3") nails as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected with 10d (0.131"x3") nails as follows: 2x6 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) 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) 10 lb down and 13 lb up at 2-10-8 on top chord, and 697 lb down at 0-4-11, and 692 lb down at 2-5-12, and 1 lb down at 2-10-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 1-3=-20 Concentrated Loads (lb) Vert: 1=-613(B) 5=-608(B) August 5,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 B20002117 Truss TG02 Truss Type Common Girder Qty 1 Ply 2 Pyatt Bldrs - 195B Sausalito Job Reference (optional) I42320463 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 14:46:04 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-VLfMBgskKWT_nNYOUg2SbMzlQ_6MqVkxNkoJdHyqsu1 Scale = 1:34.3 1 2 3 4 5 8 7 691011121314 15 16 17 3x8 5x6 3x8 4x6 8x8 2x4 8x8 2x4 6-8-26-8-2 12-10-146-2-13 19-7-06-8-2 5-1-7 5-1-7 9-9-8 4-8-1 14-5-9 4-8-1 19-7-0 5-1-7 0-6-125-5-80-6-126.00 12 Plate Offsets (X,Y)-- [1:0-8-0,0-0-5], [5:0-8-0,0-0-5], [6:0-4-0,0-4-12], [8:0-4-0,0-4-12] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.50 0.54 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.19 0.03 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 175 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-8, 5=0-3-8 Max Horz 1=-66(LC 25) Max Grav 1=3606(LC 1), 5=4224(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5547/0, 2-3=-5415/0, 3-4=-5712/0, 4-5=-5843/0 BOT CHORD 1-8=0/4825, 6-8=0/3487, 5-6=0/5087 WEBS 3-6=0/2993, 3-8=0/2487 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-8-0 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) 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) 556 lb down at 1-1-0, 556 lb down at 3-1-0, 560 lb down at 5-1-0, 560 lb down at 7-1-0, 560 lb down at 9-1-0, 560 lb down at 11-1-0, 732 lb down and 31 lb up at 13-1-0, 732 lb down and 31 lb up at 15-1-0, and 732 lb down and 31 lb up at 17-1-0, and 739 lb down and 25 lb up at 19-1-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 1-5=-20 Continued on page 2 August 5,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 B20002117 Truss TG02 Truss Type Common Girder Qty 1 Ply 2 Pyatt Bldrs - 195B Sausalito Job Reference (optional) I42320463 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 14:46:04 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-VLfMBgskKWT_nNYOUg2SbMzlQ_6MqVkxNkoJdHyqsu1 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 6=-732(F) 9=-556(F) 10=-556(F) 11=-560(F) 12=-560(F) 13=-560(F) 14=-560(F) 15=-732(F) 16=-732(F) 17=-739(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 B20002117 Truss TG04 Truss Type Common Girder Qty 1 Ply 2 Pyatt Bldrs - 195B Sausalito Job Reference (optional) I42320464 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 14:46:05 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-zXDkP0tM5qbrPW7b2OZh8aVuPOMWZvf4cOYtAjyqsu0 Scale = 1:26.4 1 2 3 456 7 8 4x6 4x10 4x8 4x8 5-4-05-4-0 10-8-05-4-0 5-4-0 5-4-0 10-8-0 5-4-0 0-9-04-3-110-9-08.00 12 Plate Offsets (X,Y)-- [1:0-0-6,0-0-8], [1:0-0-11,0-4-9], [1:Edge,0-1-1], [3:0-0-6,0-0-8], [3:0-0-11,0-4-9], [3:Edge,0-1-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.61 0.93 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.10 0.01 (loc) 1-4 1-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 77 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud, Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-8, 3=0-3-8 Max Horz 1=-61(LC 6) Max Grav 1=2972(LC 2), 3=3110(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3252/0, 2-3=-3252/0 BOT CHORD 1-4=0/2564, 3-4=0/2564 WEBS 2-4=0/3535 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 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; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) 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) 1071 lb down at 1-6-0, 1071 lb down at 3-6-0, 1071 lb down at 5-6-0, and 1071 lb down at 7-6-0, and 1072 lb down at 9-6-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 1-3=-20 Continued on page 2 August 5,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 B20002117 Truss TG04 Truss Type Common Girder Qty 1 Ply 2 Pyatt Bldrs - 195B Sausalito Job Reference (optional) I42320464 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 14:46:05 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-zXDkP0tM5qbrPW7b2OZh8aVuPOMWZvf4cOYtAjyqsu0 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 4=-983(F) 5=-983(F) 6=-983(F) 7=-983(F) 8=-983(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 B20002117 Truss V01 Truss Type GABLE Qty 1 Ply 1 Pyatt Bldrs - 195B Sausalito Job Reference (optional) I42320465 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 14:46:06 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-Rjn6cMt_s8ji0ghnc55whn28yovpIarEq2HQi9yqsu? Scale = 1:26.5 1 2 3 4 5 8 7 6 9 10 3x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 15-5-115-5-1 7-8-8 7-8-8 15-5-1 7-8-8 0-0-43-10-40-0-46.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.31 0.09 0.07 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 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-5-1. (lb) - Max Horz 1=-46(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=275(LC 1), 8=335(LC 23), 6=335(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-253/122, 4-6=-253/122 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-7-9 to 3-8-8, Interior(1) 3-8-8 to 7-8-8, Exterior(2R) 7-8-8 to 10-8-8, Interior(1) 10-8-8 to 14-9-8 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 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. August 5,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 B20002117 Truss V02 Truss Type Valley Qty 1 Ply 1 Pyatt Bldrs - 195B Sausalito Job Reference (optional) I42320466 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 14:46:08 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-N6us12vFOlzQG_rAjW7OmC7PsbZImUAXIMmXl2yqstz Scale = 1:20.1 1 2 3 4 5 6 7 8 3x4 4x8 3x4 2x4 0-0-80-0-8 11-5-111-4-9 5-8-8 5-8-8 11-5-1 5-8-8 0-0-42-10-40-0-46.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.60 0.22 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: 26 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=11-4-1, 3=11-4-1, 4=11-4-1 Max Horz 1=-33(LC 10) Max Uplift 1=-5(LC 12), 3=-5(LC 12) Max Grav 1=187(LC 23), 3=187(LC 24), 4=442(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-288/119 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-7-9 to 3-7-9, Interior(1) 3-7-9 to 5-8-8, Exterior(2R) 5-8-8 to 8-8-8, Interior(1) 8-8-8 to 10-9-8 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 5,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 B20002117 Truss V03 Truss Type Valley Qty 1 Ply 1 Pyatt Bldrs - 195B Sausalito Job Reference (optional) I42320467 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 14:46:09 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-rISFENwt935Gt8QMHDedIQgfO?knVykgW0W4IUyqsty Scale = 1:14.0 1 2 3 3x4 3x4 3x4 0-0-80-0-8 7-5-17-4-9 3-8-8 3-8-8 7-5-1 3-8-8 0-0-41-10-40-0-46.00 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 0.29 0.84 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: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=7-4-1, 3=7-4-1 Max Horz 1=-20(LC 10) Max Grav 1=246(LC 1), 3=246(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 5,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 B20002117 Truss V04 Truss Type Valley Qty 1 Ply 1 Pyatt Bldrs - 195B Sausalito Job Reference (optional) I42320468 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 14:46:09 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-rISFENwt935Gt8QMHDedIQgjJ?wUVykgW0W4IUyqsty Scale = 1:7.0 1 2 3 3x4 3x4 3x4 0-0-80-0-8 3-5-13-4-9 1-8-8 1-8-8 3-5-1 1-8-8 0-0-40-10-40-0-46.00 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 0.04 0.09 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 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-4-1, 3=3-4-1 Max Horz 1=-7(LC 10) Max Grav 1=86(LC 1), 3=86(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 5,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 B20002117 Truss V05 Truss Type Valley Qty 1 Ply 1 Pyatt Bldrs - 195B Sausalito Job Reference (optional) I42320469 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 14:46:10 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-JU0dSjxVwMD7VI?Yrx9srdDsJPGjEOUplgFeqwyqstx Scale = 1:31.0 1 2 3 4 5 8 7 6 9 10 3x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-60-0-6 15-1-915-1-3 7-6-12 7-6-12 15-1-9 7-6-12 0-0-45-0-80-0-48.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.15 0.09 0.10 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: 45 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-0-13. (lb) - Max Horz 1=74(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=335(LC 23), 6=335(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-254/107, 4-6=-254/107 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-5-12 to 3-6-12, Interior(1) 3-6-12 to 7-6-12, Exterior(2R) 7-6-12 to 10-6-12, Interior(1) 10-6-12 to 14-7-12 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 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. August 5,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 B20002117 Truss V06 Truss Type GABLE Qty 1 Ply 1 Pyatt Bldrs - 195B Sausalito Job Reference (optional) I42320470 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 14:46:11 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-nha?f3x7hgM_7RakOeg5Orl0UpcvzsHz_K?BMNyqstw Scale = 1:25.9 1 2 3 4 5 7 6 8 9 3x4 3x6 3x4 2x4 2x4 2x4 2x4 12-1-912-1-9 6-0-12 6-0-12 12-1-9 6-0-12 0-0-44-0-80-0-48.00 12 Plate Offsets (X,Y)-- [3:0-3-0,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-S 0.25 0.10 0.06 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: 31 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-1-9. (lb) - Max Horz 1=-58(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 7, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=306(LC 23), 6=306(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-5-12 to 3-5-12, Interior(1) 3-5-12 to 6-0-12, Exterior(2R) 6-0-12 to 9-0-12, Interior(1) 9-0-12 to 11-7-12 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 6. 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. August 5,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 B20002117 Truss V07 Truss Type Valley Qty 1 Ply 1 Pyatt Bldrs - 195B Sausalito Job Reference (optional) I42320471 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 14:46:12 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-Gt8NtPylS_Urkb9xyMCKw2I8MCxQiJW6D_kkupyqstv Scale = 1:20.5 1 2 3 43x4 4x6 3x4 2x4 0-0-60-0-6 9-1-99-1-3 4-6-12 4-6-12 9-1-9 4-6-12 0-0-43-0-80-0-48.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.37 0.14 0.06 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: 22 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=9-0-13, 3=9-0-13, 4=9-0-13 Max Horz 1=43(LC 11) Max Uplift 1=-6(LC 12), 3=-6(LC 12) Max Grav 1=161(LC 1), 3=161(LC 1), 4=332(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-5-12 to 3-5-12, Interior(1) 3-5-12 to 4-6-12, Exterior(2R) 4-6-12 to 7-6-12, Interior(1) 7-6-12 to 8-7-12 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 5,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 B20002117 Truss V08 Truss Type Valley Qty 1 Ply 1 Pyatt Bldrs - 195B Sausalito Job Reference (optional) I42320472 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 14:46:12 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-Gt8NtPylS_Urkb9xyMCKw2IA4CrhiJU6D_kkupyqstv Scale = 1:14.9 1 2 3 3x4 3x4 3x4 0-0-60-0-6 6-1-96-1-3 3-0-12 3-0-12 6-1-9 3-0-12 0-0-42-0-80-0-48.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.20 0.57 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: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=6-0-13, 3=6-0-13 Max Horz 1=27(LC 11) Max Grav 1=207(LC 1), 3=207(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 5,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 B20002117 Truss V09 Truss Type Valley Qty 1 Ply 1 Pyatt Bldrs - 195B Sausalito Job Reference (optional) I42320473 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 14:46:13 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-k3il4lzNCHciMlk7W3jZTGrOTcISRmjGReUIRFyqstu Scale: 1.5"=1' 1 2 3 3x4 3x4 3x4 3-1-33-1-3 3-1-90-0-6 1-6-12 1-6-12 3-1-9 1-6-12 0-0-41-0-80-0-48.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.03 0.09 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 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-0-13, 3=3-0-13 Max Horz 1=-11(LC 10) Max Grav 1=87(LC 1), 3=87(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 5,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 B20002117 Truss V10 Truss Type GABLE Qty 1 Ply 1 Pyatt Bldrs - 195B Sausalito Job Reference (optional) I42320474 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 14:46:14 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-CGG8I5_0zbkZ_vJJ4nEo?TNUQ0eQACrPgIDrziyqstt Scale = 1:27.0 1 2 3 4 5 7 6 8 9 3x4 3x6 3x4 2x4 2x4 2x4 2x4 13-0-1313-0-13 6-6-6 6-6-6 13-0-13 6-6-6 0-0-44-4-40-0-48.00 12 Plate Offsets (X,Y)-- [3:0-3-0,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-S 0.34 0.11 0.07 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: 34 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-0-13. (lb) - Max Horz 1=-63(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 7, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=338(LC 23), 6=338(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-5-12 to 3-5-12, Interior(1) 3-5-12 to 6-6-6, Exterior(2R) 6-6-6 to 9-6-6, Interior(1) 9-6-6 to 12-7-0 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 6. 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. August 5,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 B20002117 Truss V11 Truss Type Valley Qty 1 Ply 1 Pyatt Bldrs - 195B Sausalito Job Reference (optional) I42320475 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 14:46:15 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-gSpWVR_ekvsQb3uWdUl1Yhwd1Qzavf3ZvyzPV8yqsts Scale = 1:22.0 1 2 3 4 5 6 3x4 4x6 3x4 2x4 10-0-710-0-7 10-0-130-0-6 5-0-6 5-0-6 10-0-13 5-0-6 0-0-43-4-40-0-48.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.47 0.18 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=10-0-1, 3=10-0-1, 4=10-0-1 Max Horz 1=47(LC 11) Max Uplift 1=-7(LC 12), 3=-7(LC 12) Max Grav 1=179(LC 1), 3=179(LC 1), 4=370(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-5-12 to 3-5-12, Interior(1) 3-5-12 to 5-0-6, Exterior(2R) 5-0-6 to 8-0-6, Interior(1) 8-0-6 to 9-7-0 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 5,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 B20002117 Truss V12 Truss Type Valley Qty 1 Ply 1 Pyatt Bldrs - 195B Sausalito Job Reference (optional) I42320476 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 14:46:15 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-gSpWVR_ekvsQb3uWdUl1YhwgzQzuvgbZvyzPV8yqsts Scale = 1:16.8 1 2 3 4 3x4 4x6 3x4 2x4 7-0-77-0-7 7-0-130-0-6 3-6-6 3-6-6 7-0-13 3-6-6 0-0-42-4-40-0-48.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.29 0.16 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=7-0-1, 3=7-0-1, 4=7-0-1 Max Horz 1=-32(LC 10) Max Uplift 1=-10(LC 12), 3=-10(LC 12) Max Grav 1=131(LC 1), 3=131(LC 1), 4=227(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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. August 5,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 B20002117 Truss V13 Truss Type Valley Qty 1 Ply 1 Pyatt Bldrs - 195B Sausalito Job Reference (optional) I42320477 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 14:46:17 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-crxGw60uGW68rM1ulvnVd6?3vDdnNZjrMFSVa0yqstq Scale = 1:9.5 1 2 3 3x4 3x4 3x4 0-0-60-0-6 4-0-134-0-7 2-0-6 2-0-6 4-0-13 2-0-6 0-0-41-4-40-0-48.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.07 0.20 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: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-0-1, 3=4-0-1 Max Horz 1=-16(LC 10) Max Grav 1=124(LC 1), 3=124(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 5,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 B20002117 Truss V14 Truss Type Valley Qty 1 Ply 1 Pyatt Bldrs - 195B Sausalito Job Reference (optional) I42320478 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 14:46:18 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-41Ve7S1W1qE?SWc5JcIkAJYDldzt6?G?bvB36Tyqstp Scale = 1:35.1 1 2 3 4 5 9 8 7 6 10 11 12 13 3x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 0-0-60-0-6 16-5-116-4-11 8-2-8 8-2-8 16-5-1 8-2-8 0-0-45-5-110-0-48.00 12 Plate Offsets (X,Y)-- [8:0-2-3,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.19 0.20 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 48 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-8: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 16-4-5. (lb) - Max Horz 1=-80(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 9, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 9=367(LC 23), 6=367(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-276/106, 4-6=-275/105 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-5-12 to 3-5-12, Interior(1) 3-5-12 to 8-2-8, Exterior(2R) 8-2-8 to 11-2-8, Interior(1) 11-2-8 to 15-11-4 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. 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. August 5,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 B20002117 Truss V15 Truss Type GABLE Qty 1 Ply 1 Pyatt Bldrs - 195B Sausalito Job Reference (optional) I42320479 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 14:46:19 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-YD31Lo28o7Ms4gBHsKqziX5Ld1LRrS?8qZxcevyqsto Scale = 1:27.7 1 2 3 4 5 7 6 8 9 3x4 3x6 3x4 2x4 2x4 2x4 2x4 13-5-113-5-1 6-8-8 6-8-8 13-5-1 6-8-8 0-0-44-5-110-0-48.00 12 Plate Offsets (X,Y)-- [3:0-3-0,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-S 0.37 0.12 0.08 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: 35 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-5-1. (lb) - Max Horz 1=-65(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 7, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=351(LC 23), 6=351(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-7=-252/117, 4-6=-252/117 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-5-12 to 3-5-12, Interior(1) 3-5-12 to 6-8-8, Exterior(2R) 6-8-8 to 9-8-8, Interior(1) 9-8-8 to 12-11-4 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 6. 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. August 5,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 B20002117 Truss V16 Truss Type Valley Qty 1 Ply 1 Pyatt Bldrs - 195B Sausalito Job Reference (optional) I42320480 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 14:46:20 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-1QdPY82mZRUjiqmTQ1LCFkdT7RfXavDI2DgAALyqstn Scale = 1:22.6 1 2 3 4 5 6 3x4 4x6 3x4 2x4 0-0-60-0-6 10-5-110-4-11 5-2-8 5-2-8 10-5-1 5-2-8 0-0-43-5-110-0-48.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.52 0.19 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: 26 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=10-4-5, 3=10-4-5, 4=10-4-5 Max Horz 1=49(LC 11) Max Uplift 1=-7(LC 12), 3=-7(LC 12) Max Grav 1=186(LC 1), 3=186(LC 1), 4=384(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-5-12 to 3-5-12, Interior(1) 3-5-12 to 5-2-8, Exterior(2R) 5-2-8 to 8-2-8, Interior(1) 8-2-8 to 9-11-4 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 5,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 B20002117 Truss V17 Truss Type Valley Qty 1 Ply 1 Pyatt Bldrs - 195B Sausalito Job Reference (optional) I42320481 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 14:46:21 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:79f8i791GzM_4E?VDbUYadzunxt-VcBnmU3PKlcaJ_Lf_lsRoyAhqrqJJNiRHtQjjoyqstm Scale = 1:17.1 1 2 3 3x4 3x4 3x4 0-0-60-0-6 7-5-17-4-11 3-8-8 3-8-8 7-5-1 3-8-8 0-0-42-5-110-0-48.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.33 0.93 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: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size)1=7-4-5, 3=7-4-5 Max Horz 1=34(LC 11) Max Grav 1=258(LC 1), 3=258(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. August 5,2020 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.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