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HomeMy WebLinkAboutStamped Truss Drawings Eng calcs 9-28-2016023 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). September 22,2020 Liu, Xuegang Pages or sheets covered by this seal: I42900294 thru I42900330 My license renewal date for the state of Indiana is July 31, 2022. B20002670 McKenzie 228 Bridgemont 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 B20002670 Truss GE01 Truss Type GABLE COMMON Qty 1 Ply 1 McKenzie 228 Bridgemont Job Reference (optional) I42900294 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 21 16:17:58 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-GkK3JpuwdFJB5rgatVh6lnOr_sF825fnryQnCYybM7t Scale = 1:81.3 1 2 3 4 5 6 7 8 9 10 11 12 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 18 16 15 14 13 97 98 99 100 19 101 17 3x6 5x6 5x6 6x8 4x6 4x6 3x6 3x8 3x8 3x6 3x8 4x6 3x8 3x6 4x6 4x6 3x4 6x6 3x6 6-9-16-9-1 12-4-85-7-7 12-5-120-1-4 17-6-125-1-0 21-9-44-2-8 26-3-34-5-15 31-2-04-10-13 32-11-131-9-13 38-2-05-2-3 39-1-130-11-13 45-7-46-5-7 -0-10-8 0-10-8 6-9-1 6-9-1 12-5-12 5-8-11 17-6-12 5-1-0 21-10-15 4-4-3 26-3-3 4-4-3 32-11-13 6-8-11 39-1-13 6-1-15 45-7-4 6-5-7 0-4-04-8-1111-3-01-9-711-3-03.00 12 9.00 12 Plate Offsets (X,Y)-- [8:0-3-8,0-2-12], [9:0-5-4,0-3-0], [11:0-2-13,Edge], [36:0-3-8,0-1-8], [96:0-2-0,0-0-15] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.70 0.56 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.17 0.01 0.03 (loc) 2-37 2-37 36 2-37 l/defl >999 >852 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 384 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 4-6,1-4: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 7-31,7-24,8-24,9-24,9-18,10-18: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 39-40,45-46,77-79: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-8 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 8-9. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-36, 7-31, 7-24, 8-24, 9-24, 9-18 REACTIONS.All bearings 18-9-8 except (jt=length) 2=0-3-8, 15=7-8-12, 13=7-8-12, 16=7-8-12, 14=7-8-12, 19=0-3-8, 17=0-3-8. (lb) - Max Horz 2=221(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 36, 24, 15, 20, 19 except 31=-100(LC 12), 13=-155(LC 3), 35=-199(LC 27), 16=-708(LC 18) Max Grav All reactions 250 lb or less at joint(s) 20, 22, 23, 25, 26, 27, 28, 29, 30, 33, 34, 19 except 2=540(LC 25), 36=1352(LC 27), 36=1304(LC 1), 31=443(LC 25), 24=1015(LC 1), 15=857(LC 20), 13=274(LC 26), 14=361(LC 3), 17=701(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-771/71, 3-5=-82/617, 5-6=-72/279, 6-7=-49/387, 9-10=-410/124, 10-12=-319/53, 12-13=-349/39 BOT CHORD 2-37=-64/674, 36-37=-64/674, 35-36=-584/92, 34-35=-584/92, 33-34=-584/92, 31-33=-584/92 WEBS 3-37=0/273, 3-36=-1278/74, 5-36=-735/73, 5-31=0/399, 7-31=-444/27, 8-24=-496/74, 9-24=-452/25, 10-15=-640/88 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; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 3-8-4, Interior(1) 3-8-4 to 26-3-3, Exterior(2R) 26-3-3 to 30-9-14, Interior(1) 30-9-14 to 32-11-13, Exterior(2R) 32-11-13 to 37-6-9, Interior(1) 37-6-9 to 45-5-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable 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, with BCDL = 10.0psf.Continued on page 2 September 22,2020 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 B20002670 Truss GE01 Truss Type GABLE COMMON Qty 1 Ply 1 McKenzie 228 Bridgemont Job Reference (optional) I42900294 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 21 16:17:59 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-kwtRW9vYOYR1j?FmRDCLI?w0kGbNnXuw3cALk_ybM7s NOTES- 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 36, 24, 15, 20, 19 except (jt=lb) 31=100, 13=155, 35=199, 16=708. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 B20002670 Truss GE02 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 McKenzie 228 Bridgemont Job Reference (optional) I42900295 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 21 16:18:01 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-gJ?BxrxowAhlyIP9ZdEpNQ0Ti4NsFY2DXwfRotybM7q Scale = 1:65.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 46 45 44 43 42 41 40 39 38 37 3635 34 33 32 31 30 29 28 27 26 25 24 47 3x8 3x6 3x6 4x6 4x6 28-4-028-4-0 13-10-11 13-10-11 20-7-5 6-8-11 28-4-0 7-8-11 0-10-011-3-05-5-811-3-09.00 12 Plate Offsets (X,Y)-- [12:0-4-0,0-2-0], [17:0-4-0,0-2-0], [37:0-2-6,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.22 0.11 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 24 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 244 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 17-30,16-31,15-32,14-33,13-34,12-35,11-36,10-38,18-29,19-28: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 12-17. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 17-30, 16-31, 15-32, 14-33, 13-34, 12-35, 11-36, 10-38, 18-29, 19-28 REACTIONS.All bearings 28-4-0. (lb) - Max Horz 46=245(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 24, 30, 31, 32, 33, 34, 35, 36, 38, 39, 40, 41, 42, 43, 29, 28, 27, 26, 25 except 46=-158(LC 8), 45=-132(LC 12) Max Grav All reactions 250 lb or less at joint(s) 46, 24, 30, 31, 32, 33, 34, 35, 36, 38, 39, 40, 41, 42, 43, 44, 29, 28, 27, 26, 25 except 45=256(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-273/231 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; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-1-12 to 3-3-5, Exterior(2N) 3-3-5 to 13-10-11, Corner(3R) 13-10-11 to 16-7-5, Exterior(2N) 16-7-5 to 20-7-5, Corner(3R) 20-7-5 to 23-7-5, Exterior(2N) 23-7-5 to 28-2-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24, 30, 31, 32, 33, 34, 35, 36, 38, 39, 40, 41, 42, 43, 29, 28, 27, 26, 25 except (jt=lb) 46=158, 45=132. 12) 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. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.September 22,2020 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 B20002670 Truss GE03 Truss Type Monopitch Supported Gable Qty 1 Ply 1 McKenzie 228 Bridgemont Job Reference (optional) I42900296 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 21 16:18:02 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-8VZZ8BxQhTpcaSzL6Ll2wdYebTj1_1oMmaO?LJybM7p Scale = 1:8.6 1 2 3 4 2x4 2x4 3x4 -0-10-8 0-10-8 3-4-8 3-4-8 0-4-01-2-23.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.21 0.11 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) 1 1 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=3-4-8, 2=3-4-8 Max Horz 2=28(LC 9) Max Uplift 4=-7(LC 12), 2=-31(LC 8) Max Grav 4=152(LC 1), 2=241(LC 1) 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; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-10-8 to 2-1-8, Exterior(2N) 2-1-8 to 3-2-12 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. September 22,2020 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 B20002670 Truss GE04 Truss Type Common Supported Gable Qty 1 Ply 1 McKenzie 228 Bridgemont Job Reference (optional) I42900297 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 21 16:18:03 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-ch7yMXy2SnxTCcYXg2HHSr5rct42jSpW_E8YtlybM7o Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2021 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 42 43 3x8 4x6 4x6 3x8 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 24-0-024-0-0 -0-10-8 0-10-8 12-0-0 12-0-0 24-0-0 12-0-0 0-10-09-10-00-10-09.00 12 Plate Offsets (X,Y)-- [3:0-2-3,0-0-0], [4:0-2-12,0-2-4], [4:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.13 0.06 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 1 1 22 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 152 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 *Except* 12-31,11-32,13-30: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 12-31, 11-32, 13-30 REACTIONS.All bearings 24-0-0. (lb) - Max Horz 41=185(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 41, 22, 32, 34, 35, 36, 37, 38, 39, 30, 29, 28, 27, 26, 25, 24, 23 except 40=-110(LC 12) Max Grav All reactions 250 lb or less at joint(s) 41, 22, 31, 32, 34, 35, 36, 37, 38, 39, 40, 30, 29, 28, 27, 26, 25, 24, 23 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; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-10-8 to 2-1-8, Exterior(2N) 2-1-8 to 12-0-0, Corner(3R) 12-0-0 to 15-0-0, Exterior(2N) 15-0-0 to 23-10-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 41, 22, 32, 34, 35, 36, 37, 38, 39, 30, 29, 28, 27, 26, 25, 24, 23 except (jt=lb) 40=110. 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. September 22,2020 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 B20002670 Truss GE05 Truss Type Common Supported Gable Qty 1 Ply 1 McKenzie 228 Bridgemont Job Reference (optional) I42900298 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 21 16:18:06 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-1Go4_Y?xliJ234H6LBq_4TjLP54QwpFygCMCU4ybM7l Scale = 1:75.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 2425 26 27 51 50 49 48 47 46 45 44 43 42 41 4039 38 37 36 35 34 33 32 31 30 29 28 3x8 3x6 4x6 3x6 3x8 3x6 30-8-830-8-8 -0-10-8 0-10-8 15-4-4 15-4-4 30-8-8 15-4-4 31-7-0 0-10-8 0-10-012-4-30-10-09.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.16 0.08 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.01 0.00 (loc) 27 27 28 26 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 229 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 *Except* 14-39,13-41,12-42,11-43,15-38,16-37,17-36: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 14-39, 13-41, 12-42, 11-43, 15-38, 16-37, 17-36 REACTIONS.All bearings 30-8-8. (lb) - Max Horz 51=-235(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 51, 28, 42, 43, 44, 45, 46, 47, 48, 49, 37, 36, 35, 34, 33, 32, 31, 30 except 50=-119(LC 12), 29=-105(LC 13) Max Grav All reactions 250 lb or less at joint(s) 51, 28, 39, 41, 42, 43, 44, 45, 46, 47, 48, 49, 50, 38, 37, 36, 35, 34, 33, 32, 31, 30, 29 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 13-14=-163/256, 14-15=-163/256 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; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-10-8 to 2-0-4, Exterior(2N) 2-0-4 to 15-4-4, Corner(3R) 15-4-4 to 18-5-2, Exterior(2N) 18-5-2 to 31-7-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 51, 28, 42, 43, 44, 45, 46, 47, 48, 49, 37, 36, 35, 34, 33, 32, 31, 30 except (jt=lb) 50=119, 29=105. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. September 22,2020 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 B20002670 Truss GE06 Truss Type Valley Qty 1 Ply 1 McKenzie 228 Bridgemont Job Reference (optional) I42900299 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 21 16:18:07 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-VTMSCu?ZW0RvgDsIvuLDdhFVjUROfIE6vr6m0XybM7k Scale = 1:26.5 1 2 3 4 5 9 8 7 6 10 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5-11-12 5-11-12 0-0-44-5-139.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.25 0.04 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 6 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-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 5-11-12. (lb) - Max Horz 1=111(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1, 6, 7, 8, 9 Max Grav All reactions 250 lb or less at joint(s) 1, 6, 7, 8, 9 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-293/184 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-5-4 to 3-3-12, Exterior(2N) 3-3-12 to 5-10-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 6, 7, 8, 9. 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. September 22,2020 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 B20002670 Truss PB01 Truss Type Piggyback Qty 26 Ply 1 McKenzie 228 Bridgemont Job Reference (optional) I42900300 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 21 16:18:07 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-VTMSCu?ZW0RvgDsIvuLDdhFW3UQtfIP6vr6m0XybM7k Scale = 1:17.2 1 2 3 45 6 4x6 2x4 2x4 2x4 6-8-116-8-11 3-4-5 3-4-5 6-8-11 3-4-5 0-4-102-4-120-1-80-4-100-1-89.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.16 0.07 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.01 0.00 -0.00 (loc) 5 5 4 5 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 17 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. (size)2=5-4-5, 4=5-4-5, 6=5-4-5 Max Horz 2=41(LC 11) Max Uplift 2=-16(LC 12), 4=-21(LC 13) Max Grav 2=192(LC 1), 4=192(LC 1), 6=215(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; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 2, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. September 22,2020 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 B20002670 Truss PBE01 Truss Type GABLE Qty 1 Ply 1 McKenzie 228 Bridgemont Job Reference (optional) I42900301 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 21 16:18:08 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-zfwrPE0BHJZmINRVTcsS9uojsunxOlkF8VrJYzybM7j Scale = 1:17.2 1 2 3 4 5 67 10 9 8 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6-8-116-8-11 3-4-5 3-4-5 6-8-11 3-4-5 0-4-102-4-120-1-80-4-100-1-89.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.03 0.02 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 6 6 6 6 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 19 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 5-4-5. (lb) - Max Horz 2=-41(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 10, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 6, 9, 10, 8 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; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 10, 8. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. September 22,2020 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 B20002670 Truss PBE02 Truss Type GABLE Qty 1 Ply 1 McKenzie 228 Bridgemont Job Reference (optional) I42900302 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 21 16:18:09 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-RrUDca1p2didwX0h1JNhi6LucI7A7C_ON9bs4PybM7i Scale = 1:17.2 1 2 3 4 5 67 10 9 8 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6-8-116-8-11 3-4-5 3-4-5 6-8-11 3-4-5 0-4-102-4-120-1-80-4-100-1-89.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.03 0.02 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 6 6 6 6 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 19 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 5-4-5. (lb) - Max Horz 2=-41(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 10, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 6, 9, 10, 8 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; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 10, 8. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. September 22,2020 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 B20002670 Truss T01 Truss Type Piggyback Base Qty 1 Ply 1 McKenzie 228 Bridgemont Job Reference (optional) I42900303 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 21 16:18:10 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-v12bqw2SpxqUXhbta0vwFJtt2iLXsU7YbpKQdrybM7h Scale = 1:81.3 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 22 23 24 25 26 27 28 3x6 5x6 6x6 6x8 4x6 4x6 3x6 3x8 2x4 4x8 6x6 5x12 4x6 3x8 3x6 4x6 6x6 4x6 8x8 3x6 6-9-56-9-5 12-6-45-8-15 17-6-125-0-8 26-3-38-8-7 32-11-136-8-11 39-1-136-1-15 45-7-46-5-7 -0-10-8 0-10-8 6-9-5 6-9-5 12-6-4 5-8-15 17-6-12 5-0-8 21-10-15 4-4-3 26-3-3 4-4-3 32-11-13 6-8-11 39-1-13 6-1-15 45-7-4 6-5-7 0-4-04-8-1111-3-01-9-711-3-03.00 12 9.00 12 Plate Offsets (X,Y)-- [9:0-5-4,0-3-0], [13:Edge,0-3-8], [20:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.82 0.52 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.35 0.03 0.06 (loc) 17-18 17-18 13 2-21 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 234 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 4-6,1-4: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-21,3-20,5-20,6-18,10-14,12-13,12-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-8 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 8-9. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-20, 7-18, 7-17, 9-17, 10-15 REACTIONS. (size)2=0-3-8, 20=0-3-8, 13=Mechanical Max Horz 2=221(LC 9) Max Uplift 2=-128(LC 8), 20=-37(LC 12) Max Grav 2=443(LC 25), 20=2737(LC 2), 13=1619(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-376/218, 3-5=-86/1114, 5-6=-1149/3, 6-7=-1428/52, 7-8=-1502/61, 8-9=-1140/66, 9-10=-1564/69, 10-12=-1840/0, 12-13=-1519/11 BOT CHORD 2-21=-208/305, 20-21=-208/305, 18-20=-1039/118, 17-18=0/1273, 15-17=0/1152, 14-15=0/1384 WEBS 3-21=-44/286, 3-20=-1307/244, 5-20=-2212/65, 5-18=0/2466, 6-18=-821/75, 7-18=-339/80, 8-17=-12/538, 9-15=-28/535, 10-15=-417/137, 12-14=0/1311 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; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 3-8-4, Interior(1) 3-8-4 to 26-3-3, Exterior(2R) 26-3-3 to 30-9-14, Interior(1) 30-9-14 to 32-11-13, Exterior(2R) 32-11-13 to 37-6-9, Interior(1) 37-6-9 to 45-5-8 zone; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20 except (jt=lb) 2=128. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 22,2020 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 B20002670 Truss T02 Truss Type PIGGYBACK BASE Qty 4 Ply 1 McKenzie 228 Bridgemont Job Reference (optional) I42900304 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 21 16:18:12 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-rQALFc3iKY4Bn?kGiRxOKkzD0V2jKOWr37pXhkybM7f Scale = 1:81.5 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 22 23 24 25 26 27 28 3x6 5x6 6x6 6x8 4x6 4x6 3x6 3x8 2x4 4x8 6x6 6x10 4x6 3x8 3x6 4x6 6x6 4x6 8x8 3x6 6-9-56-9-5 12-6-45-8-15 17-6-125-0-8 26-3-38-8-7 32-11-136-8-11 39-3-96-3-11 45-10-126-7-3 -0-10-8 0-10-8 6-9-5 6-9-5 12-6-4 5-8-15 17-6-12 5-0-8 21-10-15 4-4-3 26-3-3 4-4-3 32-11-13 6-8-11 39-3-9 6-3-11 45-10-12 6-7-3 0-4-04-8-1111-3-01-6-1311-3-03.00 12 9.00 12 Plate Offsets (X,Y)-- [9:0-5-4,0-3-0], [13:Edge,0-3-8], [20:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.72 0.47 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.35 0.03 0.06 (loc) 17-18 17-18 13 2-21 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 235 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 4-6,1-4: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-21,3-20,5-20,6-18,10-14,12-13,12-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 8-9. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-20, 7-18, 7-17, 9-17, 10-15 REACTIONS. (size)2=0-3-8, 20=0-3-8, 13=0-3-8 Max Horz 2=204(LC 9) Max Uplift 2=-127(LC 8), 20=-38(LC 12) Max Grav 2=441(LC 25), 20=2755(LC 2), 13=1634(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-369/211, 3-5=-80/1126, 5-6=-1152/9, 6-7=-1432/59, 7-8=-1521/64, 8-9=-1156/63, 9-10=-1599/70, 10-12=-1925/0, 12-13=-1531/13 BOT CHORD 2-21=-200/298, 20-21=-200/298, 18-20=-1050/107, 17-18=0/1281, 15-17=0/1177, 14-15=0/1449 WEBS 3-21=-44/286, 3-20=-1308/244, 5-20=-2230/66, 5-18=0/2490, 6-18=-826/73, 7-18=-348/74, 8-17=-14/549, 9-15=-27/565, 10-15=-465/139, 12-14=0/1329 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; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 3-8-9, Interior(1) 3-8-9 to 26-3-3, Exterior(2R) 26-3-3 to 30-10-4, Interior(1) 30-10-4 to 32-11-13, Exterior(2R) 32-11-13 to 37-6-15, Interior(1) 37-6-15 to 45-9-0 zone; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20 except (jt=lb) 2=127. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 22,2020 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 B20002670 Truss T03 Truss Type Piggyback Base Qty 2 Ply 1 McKenzie 228 Bridgemont Job Reference (optional) I42900305 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 21 16:18:13 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-KckkSx4K5sC2O8JSG9SdsyVLxvJT3od_InZ4DAybM7e Scale = 1:93.9 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 22 23 24 25 26 27 28 29 3x6 5x6 5x6 10x10 4x8 4x6 3x6 3x8 2x4 5x8 6x10 6x16 4x6 3x6 6x8 4x8 4x8 8x8 3x8 MT18HS3x8 MT18HS 6-9-56-9-5 12-6-45-8-15 17-6-125-0-8 26-3-38-8-7 32-11-136-8-11 43-5-1110-5-14 52-4-88-10-13 -0-10-8 0-10-8 6-9-5 6-9-5 12-6-4 5-8-15 17-6-12 5-0-8 21-10-15 4-4-3 26-3-3 4-4-3 32-11-13 6-8-11 38-2-12 5-2-15 43-5-11 5-2-15 52-4-8 8-10-13 0-4-04-8-113-4-1011-3-00-5-011-3-03.00 12 9.00 12 4.00 12 Plate Offsets (X,Y)-- [8:0-5-4,0-3-0], [9:0-3-8,0-2-12], [10:0-1-4,0-2-0], [13:0-3-8,Edge], [20:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.90 0.76 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.55 -0.92 0.08 0.12 (loc) 13-15 13-15 12 13-15 l/defl >863 >520 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 276 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 4-6: 2x4 SPF No.2, 11-12: 2x6 SP 2400F 2.0E 1-4: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 3-21,3-20,5-20,6-18,11-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins, except 2-0-0 oc purlins (5-2-7 max.): 8-9. BOT CHORD Rigid ceiling directly applied or 5-9-11 oc bracing. WEBS 1 Row at midpt 3-20, 7-18, 7-16, 8-16, 10-15 REACTIONS. (size)12=0-3-8, 2=0-3-8, 20=0-3-8 Max Horz 2=136(LC 12) Max Uplift 12=-8(LC 13), 2=-151(LC 8), 20=-3(LC 12) Max Grav 12=1913(LC 2), 2=329(LC 25), 20=3360(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-11/822, 3-5=-29/1951, 5-6=-994/16, 6-7=-1239/69, 7-8=-1856/68, 8-9=-1693/90, 9-10=-2219/70, 10-11=-5782/87, 11-12=-4797/0 BOT CHORD 2-21=-737/139, 20-21=-737/139, 18-20=-1852/47, 16-18=0/1435, 15-16=0/1439, 13-15=0/2446, 12-13=0/4473 WEBS 3-21=-43/286, 3-20=-1333/241, 5-20=-2826/31, 5-18=0/3282, 6-18=-761/78, 7-18=-882/40, 8-16=-49/325, 8-15=-48/622, 9-15=0/898, 10-15=-1261/162, 10-13=-53/3474, 11-13=-2331/169 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; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 4-4-6, Interior(1) 4-4-6 to 26-3-3, Exterior(2R) 26-3-3 to 31-6-0, Interior(1) 31-6-0 to 32-11-13, Exterior(2R) 32-11-13 to 38-2-12, Interior(1) 38-2-12 to 52-2-12 zone; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 20 except (jt=lb) 2=151. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 22,2020 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 B20002670 Truss T04 Truss Type PIGGYBACK BASE Qty 4 Ply 1 McKenzie 228 Bridgemont Job Reference (optional) I42900306 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 21 16:18:15 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-G?rUtd6adTSmeSTrNaU5yNbj?j00Xi7Hl52BI3ybM7c Scale = 1:93.9 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 22 23 24 25 26 27 28 29 3x6 5x6 5x6 10x10 4x8 4x6 3x6 3x8 2x4 5x8 6x10 6x16 4x6 3x6 6x8 4x8 4x8 8x8 3x8 MT18HS3x8 MT18HS 6-9-56-9-5 12-6-45-8-15 17-6-125-0-8 26-3-38-8-7 32-11-136-8-11 43-5-1110-5-14 52-4-88-10-13 -0-10-8 0-10-8 6-9-5 6-9-5 12-6-4 5-8-15 17-6-12 5-0-8 21-10-15 4-4-3 26-3-3 4-4-3 32-11-13 6-8-11 38-2-12 5-2-15 43-5-11 5-2-15 52-4-8 8-10-13 53-3-0 0-10-8 0-4-04-8-113-4-1011-3-00-5-011-3-03.00 12 9.00 12 4.00 12 Plate Offsets (X,Y)-- [8:0-5-4,0-3-0], [9:0-3-8,0-2-12], [10:0-1-4,0-2-0], [13:0-3-8,Edge], [20:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.80 0.69 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.55 -0.92 0.08 0.12 (loc) 13-15 13-15 12 13-15 l/defl >863 >520 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 276 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 4-6: 2x4 SPF No.2, 11-12: 2x6 SP 2400F 2.0E 1-4: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 3-21,3-20,5-20,6-18,11-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins, except 2-0-0 oc purlins (5-2-7 max.): 8-9. BOT CHORD Rigid ceiling directly applied or 5-9-11 oc bracing. WEBS 1 Row at midpt 3-20, 7-18, 7-16, 8-16, 10-15 REACTIONS. (size)12=0-3-8, 2=0-3-8, 20=0-3-8 Max Horz 2=136(LC 12) Max Uplift 12=-8(LC 13), 2=-151(LC 8), 20=-3(LC 12) Max Grav 12=1913(LC 2), 2=329(LC 25), 20=3360(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-11/822, 3-5=-29/1951, 5-6=-994/16, 6-7=-1239/69, 7-8=-1856/68, 8-9=-1693/90, 9-10=-2219/70, 10-11=-5782/87, 11-12=-4797/0 BOT CHORD 2-21=-737/139, 20-21=-737/139, 18-20=-1852/47, 16-18=0/1435, 15-16=0/1439, 13-15=0/2446, 12-13=0/4473 WEBS 3-21=-43/286, 3-20=-1333/241, 5-20=-2826/31, 5-18=0/3282, 6-18=-761/78, 7-18=-882/40, 8-16=-49/325, 8-15=-48/622, 9-15=0/898, 10-15=-1261/162, 10-13=-53/3474, 11-13=-2331/169 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; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 4-4-6, Interior(1) 4-4-6 to 26-3-3, Exterior(2R) 26-3-3 to 31-6-0, Interior(1) 31-6-0 to 32-11-13, Exterior(2R) 32-11-13 to 38-2-12, Interior(1) 38-2-12 to 52-2-12 zone; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 20 except (jt=lb) 2=151. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 22,2020 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 B20002670 Truss T05 Truss Type Piggyback Base Qty 2 Ply 1 McKenzie 228 Bridgemont Job Reference (optional) I42900307 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 21 16:18:16 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-kBPs4z6COnadFc21xH0KUa7uP7NPGB8Q_lnkqVybM7b Scale = 1:84.5 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 22 23 24 25 26 27 28 29 30 3x6 5x6 6x6 6x8 6x6 4x6 3x6 3x8 2x4 4x8 6x8 6x10 4x6 3x8 3x6 4x6 3x4 5x12 5x6 3x6 6-9-56-9-5 12-6-45-8-15 17-6-125-0-8 26-3-38-8-7 32-11-136-8-11 43-5-1110-5-14 46-10-83-4-13 -0-10-8 0-10-8 6-9-5 6-9-5 12-6-4 5-8-15 17-6-12 5-0-8 21-10-15 4-4-3 26-3-3 4-4-3 32-11-13 6-8-11 38-2-12 5-2-15 43-5-11 5-2-15 46-10-8 3-4-13 0-4-04-8-113-4-1011-3-02-3-011-3-03.00 12 9.00 12 4.00 12 Plate Offsets (X,Y)-- [9:0-5-4,0-3-0], [20:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.83 0.62 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.36 -0.60 0.04 0.03 (loc) 14-15 14-15 13 14-15 l/defl >999 >687 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 258 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 4-6,1-4: 2x4 SPF No.2 BOT CHORD 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 3-21,3-20,5-20,6-18,11-14,12-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-3 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 8-9. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-20, 7-18, 7-17, 9-17, 10-15 REACTIONS. (size)2=0-3-8, 20=0-3-8, 13=0-3-8 Max Horz 2=193(LC 9) Max Uplift 2=-66(LC 8), 20=-32(LC 12) Max Grav 2=437(LC 25), 20=2825(LC 2), 13=1701(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-352/116, 3-5=-69/1166, 5-6=-1155/0, 6-7=-1453/40, 7-8=-1596/58, 8-9=-1216/63, 9-10=-1722/62, 10-11=-2312/43, 11-12=-1882/0, 12-13=-1762/0 BOT CHORD 2-21=-98/281, 20-21=-98/281, 18-20=-1098/47, 17-18=0/1323, 15-17=0/1297, 14-15=0/1551 WEBS 3-21=0/287, 3-20=-1307/69, 5-20=-2302/59, 5-18=0/2585, 6-18=-843/74, 7-18=-373/16, 8-17=-8/576, 9-17=-272/78, 9-15=-20/780, 10-15=-494/160, 10-14=-16/435, 11-14=-1006/98, 12-14=0/2052 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; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 3-9-12, Interior(1) 3-9-12 to 26-3-3, Exterior(2R) 26-3-3 to 30-11-7, Interior(1) 30-11-7 to 32-11-13, Exterior(2R) 32-11-13 to 37-8-1, Interior(1) 37-8-1 to 46-8-12 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 20. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 22,2020 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 B20002670 Truss T06 Truss Type Piggyback Base Qty 2 Ply 1 McKenzie 228 Bridgemont Job Reference (optional) I42900308 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 21 16:18:17 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-COzEIJ7r94iUtmdDV?XZ1og35Wei?dOaCPXINxybM7a Scale = 1:82.8 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 21 22 23 24 25 26 27 28 3x6 5x6 6x6 6x8 4x6 4x6 3x6 3x8 2x4 4x8 6x8 6x10 4x6 3x8 3x6 4x6 2x4 4x8 3x6 6-9-56-9-5 12-6-45-8-15 17-6-125-0-8 26-3-38-8-7 32-11-136-8-11 39-9-76-9-9 46-10-87-1-1 -0-10-8 0-10-8 6-9-5 6-9-5 12-6-4 5-8-15 17-6-12 5-0-8 21-10-15 4-4-3 26-3-3 4-4-3 32-11-13 6-8-11 39-9-7 6-9-9 46-10-8 7-1-1 0-4-04-8-1111-3-00-10-011-3-03.00 12 9.00 12 Plate Offsets (X,Y)-- [9:0-5-4,0-3-0], [12:Edge,0-0-8], [12:0-0-6,0-3-10], [12:0-0-3,0-0-4], [19:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.83 0.93 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.43 0.05 0.05 (loc) 16-17 16-17 12 2-20 l/defl >999 >949 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 242 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 4-6,1-4: 2x4 SPF No.2 BOT CHORD 2x4 SP 2400F 2.0E *Except* 15-18: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-20,3-19,5-19,6-17,11-13: 2x4 SPF-S Stud WEDGE Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-14 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 8-9. BOT CHORD Rigid ceiling directly applied or 5-0-10 oc bracing. WEBS 1 Row at midpt 3-19, 7-17, 7-16, 9-16, 11-14 REACTIONS. (size)2=0-3-8, 19=0-3-8, 12=0-3-8 Max Horz 2=207(LC 9) Max Uplift 2=-132(LC 8), 19=-31(LC 12) Max Grav 2=434(LC 25), 19=2827(LC 2), 12=1716(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-340/231, 3-5=-67/1180, 5-6=-1183/18, 6-7=-1470/71, 7-8=-1594/67, 8-9=-1215/65, 9-11=-1731/69, 11-12=-2327/0 BOT CHORD 2-20=-213/269, 19-20=-213/269, 17-19=-1103/107, 16-17=0/1334, 14-16=0/1272, 13-14=0/1731, 12-13=0/1731 WEBS 3-20=-44/287, 3-19=-1308/243, 5-19=-2303/59, 5-17=0/2587, 6-17=-839/75, 7-17=-384/67, 8-16=-17/593, 9-16=-256/98, 9-14=-21/687, 11-14=-693/148, 11-13=0/391 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; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 3-9-12, Interior(1) 3-9-12 to 26-3-3, Exterior(2R) 26-3-3 to 30-11-7, Interior(1) 30-11-7 to 32-11-13, Exterior(2R) 32-11-13 to 37-8-1, Interior(1) 37-8-1 to 46-8-12 zone; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19 except (jt=lb) 2=132. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.September 22,2020 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 B20002670 Truss T07 Truss Type Piggyback Base Qty 2 Ply 1 McKenzie 228 Bridgemont Job Reference (optional) I42900309 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 21 16:18:18 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-gaXdVf8TwOqLVwCQ2i2oZ?DF8w?rk8njR3GrvOybM7Z Scale = 1:70.2 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 23 24 4x8 6x6 8x8 3x6 3x4 3x6 5x12 3x6 3x8 3x6 3x6 2x4 6x6 4x8 3x4 3x4 3x6 5-2-45-2-4 13-10-118-8-7 20-7-56-8-11 27-4-156-9-9 34-6-07-1-1 5-2-4 5-2-4 8-0-0 2-9-12 13-10-11 5-10-11 20-7-5 6-8-11 27-4-15 6-9-9 34-6-0 7-1-1 3-5-24-8-1111-3-00-10-011-3-03.00 12 9.00 12 Plate Offsets (X,Y)-- [4:0-3-12,0-2-11], [5:0-6-4,0-5-4], [9:0-5-10,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.75 0.87 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.24 -0.42 0.08 0.03 (loc) 13-15 13-15 9 13-15 l/defl >999 >976 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 181 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5: 2x6 SPF No.2, 5-6,6-9: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 11-14: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 2-15,3-15,7-10,1-16: 2x4 SPF-S Stud SLIDER Right 2x6 SPF No.2 4-5-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-14 oc purlins, except end verticals, and 2-0-0 oc purlins (5-8-14 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-13, 5-13, 7-12 REACTIONS. (size)16=Mechanical, 9=0-3-8 Max Horz 16=195(LC 9) Max Grav 16=1800(LC 2), 9=1824(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1885/0, 2-3=-2305/0, 3-4=-1876/37, 4-5=-1418/71, 5-7=-1893/52, 7-9=-2477/0, 1-16=-1753/0 BOT CHORD 13-15=0/1739, 12-13=0/1419, 10-12=0/1840, 9-10=0/1840 WEBS 2-15=-1121/52, 3-15=0/336, 3-13=-469/131, 4-13=0/681, 5-12=-20/665, 7-12=-646/145, 7-10=0/388, 1-15=0/2100 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; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-7-2, Interior(1) 3-7-2 to 13-10-11, Exterior(2R) 13-10-11 to 17-4-1, Interior(1) 17-4-1 to 20-7-5, Exterior(2R) 20-7-5 to 24-0-12, Interior(1) 24-0-12 to 34-6-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 22,2020 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 B20002670 Truss T08 Truss Type Piggyback Base Qty 9 Ply 1 McKenzie 228 Bridgemont Job Reference (optional) I42900310 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 21 16:18:20 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-czfNwL9jS?43kDMoA74GfQIX9kidC2V0vNlyzGybM7X Scale = 1:68.5 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 18 19 3x6 5x10 MT18HS 5x10 MT18HS 2x4 4x8 3x4 3x4 3x6 3x6 2x4 3x8 3x4 4x6 4x8 7-1-17-1-1 13-10-116-9-9 20-7-56-8-11 28-4-07-8-11 7-1-1 7-1-1 13-10-11 6-9-9 20-7-5 6-8-11 26-0-0 5-4-11 28-4-0 2-4-0 0-10-011-3-05-5-811-3-09.00 12 Plate Offsets (X,Y)-- [1:0-5-10,Edge], [5:0-6-4,0-1-8], [6:0-7-12,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.97 0.73 0.56 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.27 0.05 0.02 (loc) 9-10 9-10 9 1-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 154 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* 3-13,8-9,7-9: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 4-5-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-2-10 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-11, 6-10, 7-9 REACTIONS. (size)1=Mechanical, 9=0-3-8 Max Horz 1=216(LC 12) Max Grav 1=1501(LC 19), 9=1510(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1965/21, 3-5=-1370/89, 5-6=-989/115, 6-7=-1106/72 BOT CHORD 1-13=-134/1529, 11-13=-134/1529, 10-11=0/799, 9-10=-5/439 WEBS 3-13=0/389, 3-11=-687/143, 5-11=0/338, 6-11=-81/445, 7-10=-7/586, 7-9=-1391/31 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; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Hip Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 13-10-11, Exterior(2R) 13-10-11 to 16-10-11, Interior(1) 16-10-11 to 20-7-5, Exterior(2R) 20-7-5 to 23-7-5, Interior(1) 23-7-5 to 28-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 5 = 0%, joint 6 = 12% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Refer to girder(s) for truss to truss connections. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 22,2020 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 B20002670 Truss T09 Truss Type COMMON Qty 4 Ply 1 McKenzie 228 Bridgemont Job Reference (optional) I42900311 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 21 16:18:21 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-59Cl8hALDJCwMNw?kqbVBdrp282vxZr971VVWjybM7W Scale = 1:58.9 1 2 3 4 5 6 7 8 9 12 11 10131415 16 17 3x6 4x6 4x8 4x6 4x6 4x8 4x6 4x6 3x6 3x6 2x4 3x6 2x4 8-1-38-1-3 15-10-137-9-11 24-0-08-1-3 -0-10-8 0-10-8 6-1-12 6-1-12 12-0-0 5-10-4 17-10-4 5-10-4 24-0-0 6-1-12 0-10-09-10-00-10-09.00 12 Plate Offsets (X,Y)-- [2:0-5-10,Edge], [9:0-5-10,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.51 0.72 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.23 0.04 0.02 (loc) 9-10 9-10 9 2-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 110 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 7-10,4-12: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 3-10-7, Right 2x6 SPF No.2 3-10-7 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)9=0-3-8, 2=0-3-8 Max Horz 2=173(LC 9) Max Uplift 2=-1(LC 12) Max Grav 9=1288(LC 20), 2=1350(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1612/19, 4-6=-1475/110, 6-7=-1480/110, 7-9=-1617/0 BOT CHORD 2-12=-42/1284, 10-12=0/878, 9-10=0/1190 WEBS 6-10=-81/736, 7-10=-396/185, 6-12=-80/728, 4-12=-391/184 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; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 12-0-0, Exterior(2R) 12-0-0 to 15-0-0, Interior(1) 15-0-0 to 24-0-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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. September 22,2020 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 B20002670 Truss T10 Truss Type COMMON Qty 3 Ply 1 McKenzie 228 Bridgemont Job Reference (optional) I42900312 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 21 16:18:22 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-ZLm7L0Bz_dKnzXVBHY6kkrNw3XPhgxLJMhE229ybM7V Scale = 1:73.8 1 2 3 4 5 6 7 8 9 10 13 12 1114151617 18 19 3x6 4x8 3x6 5x8 4x6 4x6 3x8 MT18HS 4x6 2x4 4x6 2x4 5x8 4x6 4x6 10-4-010-4-0 20-4-810-0-8 30-8-810-4-0 -0-10-8 0-10-8 7-9-14 7-9-14 15-4-4 7-6-6 22-10-10 7-6-6 30-8-8 7-9-14 0-10-012-4-30-10-09.00 12 Plate Offsets (X,Y)-- [2:0-5-10,Edge], [10:0-5-10,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.82 0.69 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.30 -0.53 0.05 0.16 (loc) 10-11 10-11 10 2-13 l/defl >999 >701 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 140 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 1-5,7-10: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 8-11,4-13: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 4-11-1, Right 2x6 SPF No.2 4-11-1 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-11, 6-13 REACTIONS. (size)2=0-3-8, 10=0-3-8 Max Horz 2=218(LC 9) Max Grav 2=1708(LC 2), 10=1649(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2112/348, 4-6=-1927/441, 6-8=-1929/441, 8-10=-2113/348 BOT CHORD 2-13=-183/1578, 11-13=-36/1085, 10-11=-183/1564 WEBS 6-11=-234/925, 8-11=-519/233, 6-13=-233/920, 4-13=-516/232 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; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 2-2-6, Interior(1) 2-2-6 to 15-4-4, Exterior(2R) 15-4-4 to 18-5-2, Interior(1) 18-5-2 to 30-8-8 zone; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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, with BCDL = 10.0psf. 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. September 22,2020 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 B20002670 Truss T11 Truss Type Common Qty 3 Ply 1 McKenzie 228 Bridgemont Job Reference (optional) I42900313 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 21 16:18:23 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-1YKWYMCblwSebh4NrFezG2w2MxkpPOISbL_cabybM7U Scale = 1:78.6 1 2 3 4 5 6 9 8 7101112 3x6 8x14 MT18HS 2x4 3x8 4x6 4x6 3x6 4x6 2x4 3x8 9-10-49-10-4 19-8-89-10-4 7-9-14 7-9-14 15-4-4 7-6-6 19-8-8 4-4-4 0-10-012-4-39-1-09.00 12 Plate Offsets (X,Y)-- [1:0-5-10,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.97 0.76 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.39 -0.59 0.01 0.14 (loc) 7-9 7-9 7 7-9 l/defl >595 >396 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 105 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-8: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-9: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 4-11-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-9, 6-7, 5-7 REACTIONS. (size)1=0-3-8, 7=0-3-8 Max Horz 1=287(LC 12) Max Uplift 7=-71(LC 12) Max Grav 1=1042(LC 2), 7=1071(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1196/152, 3-5=-1056/261 BOT CHORD 1-9=-227/877, 7-9=-55/292 WEBS 3-9=-562/244, 5-9=-285/1036, 5-7=-846/159 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; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 15-4-4, Exterior(2R) 15-4-4 to 18-4-4, Interior(1) 18-4-4 to 19-6-12 zone; end vertical left exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7. 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. September 22,2020 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 B20002670 Truss TG01 Truss Type Flat Girder Qty 1 Ply 2 McKenzie 228 Bridgemont Job Reference (optional) I42900314 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 21 16:18:23 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-1YKWYMCblwSebh4NrFezG2wF2xjgPXySbL_cabybM7U Scale = 1:10.812 4 3 5 2x4 3x4 2x4 4x6 3-11-83-11-8 3-11-8 3-11-8 1-7-3LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.16 0.77 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.05 -0.00 -0.00 (loc) 3-4 3-4 3 4 l/defl >999 >881 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 33 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 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=0-3-8, 3=0-3-8 Max Horz 4=-32(LC 4) Max Grav 4=918(LC 2), 3=991(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 with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 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; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1598 lb down at 2-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-80, 3-4=-20 Concentrated Loads (lb) Vert: 5=-1523(F) September 22,2020 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 B20002670 Truss TG02 Truss Type COMMON GIRDER Qty 1 Ply 3 McKenzie 228 Bridgemont Job Reference (optional) I42900315 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 21 16:18:25 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-zwSGz2DsHYjLq_EmzggRMT?ONlS8tDGl2fTjfUybM7S Scale = 1:62.9 1 2 3 4 5 6 7 8 9 13 12 11 101415161718 19 20 3x6 5x6 5x12 3x6 3x6 8x8 3x8 3x8 5x10 MT18HS 4x10 3x12 10x10 5x8 4x10 6-1-126-1-12 12-0-05-10-4 17-10-45-10-4 24-0-06-1-12 -0-10-8 0-10-8 6-1-12 6-1-12 12-0-0 5-10-4 17-10-4 5-10-4 24-0-0 6-1-12 0-10-09-10-00-10-09.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-1-12], [9:0-0-0,0-2-6] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 1.00 0.58 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.22 0.06 0.01 (loc) 11-13 11-13 9 9-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 439 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 6-9: 2x4 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 6-11: 2x4 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E 3-9-1, Right 2x4 SPF-S Stud 3-9-1 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)9=0-3-8, 2=0-3-8 Max Horz 2=172(LC 28) Max Grav 9=9630(LC 2), 2=9284(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-12072/0, 4-6=-8338/0, 6-7=-8330/0, 7-9=-12432/0 BOT CHORD 2-13=0/9348, 11-13=0/9348, 10-11=0/9599, 9-10=0/9599 WEBS 4-13=0/4508, 4-11=-3589/0, 6-11=0/9383, 7-11=-3921/0, 7-10=0/4997 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; 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) 1473 lb down at 1-11-4, 1473 lb down at 3-11-4, 1473 lb down at 5-11-4, 1473 lb down at 7-11-4, 1473 lb down at 9-11-4, 1473 lb down at 11-11-4, 1473 lb down at 13-11-4, 1473 lb down at 15-11-4, 1473 lb down at 17-11-4, and 1780 lb down at 19-11-4, and 1780 lb down at 21-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 September 22,2020 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 B20002670 Truss TG02 Truss Type COMMON GIRDER Qty 1 Ply 3 McKenzie 228 Bridgemont Job Reference (optional) I42900315 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 21 16:18:25 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-zwSGz2DsHYjLq_EmzggRMT?ONlS8tDGl2fTjfUybM7S LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-80, 6-9=-80, 2-9=-20 Concentrated Loads (lb) Vert: 12=-1389(F) 13=-1389(F) 11=-1389(F) 10=-1389(F) 14=-1389(F) 15=-1389(F) 16=-1389(F) 17=-1389(F) 18=-1389(F) 19=-1698(F) 20=-1698(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 B20002670 Truss V01 Truss Type Valley Qty 1 Ply 1 McKenzie 228 Bridgemont Job Reference (optional) I42900316 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 21 16:18:26 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-R60eBOEU1rrCS8pyWNBguhYk39uGcs2vHJCGBwybM7R Scale = 1:43.3 1 2 3 6 5 4 7 2x4 3x6 2x4 2x4 3x4 2x4 8-1-12 8-1-12 1-4-87-5-139.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.30 0.14 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 36 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=8-1-12, 4=8-1-12, 5=8-1-12 Max Horz 6=153(LC 12) Max Uplift 4=-11(LC 12), 5=-129(LC 12) Max Grav 6=180(LC 21), 4=152(LC 1), 5=474(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-370/212 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; End Jack Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 8-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=129. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. September 22,2020 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 B20002670 Truss V02 Truss Type Valley Qty 1 Ply 1 McKenzie 228 Bridgemont Job Reference (optional) I42900317 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 21 16:18:26 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-R60eBOEU1rrCS8pyWNBguhYkQ9tgct5vHJCGBwybM7R Scale = 1:34.9 1 2 3 5 4 6 2x4 2x4 2x4 2x4 2x4 7-11-12 7-11-12 0-0-45-11-139.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.28 0.24 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=7-11-7, 4=7-11-7, 5=7-11-7 Max Horz 1=144(LC 12) Max Uplift 4=-13(LC 12), 5=-82(LC 12) Max Grav 1=138(LC 21), 4=154(LC 1), 5=451(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-356/203 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; End Jack Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-5-4 to 3-5-4, Interior(1) 3-5-4 to 7-10-0 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. September 22,2020 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 B20002670 Truss V03 Truss Type Valley Qty 1 Ply 1 McKenzie 228 Bridgemont Job Reference (optional) I42900318 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 21 16:18:27 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-vJa0OkF6o9z34IO845ivRu4qRYDFLKf2WzypjMybM7Q Scale = 1:26.5 1 2 3 5 42x4 2x4 2x4 2x4 2x4 5-11-12 5-11-12 0-0-44-5-139.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.52 0.22 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-11-7, 4=5-11-7, 5=5-11-7 Max Horz 1=111(LC 9) Max Uplift 1=-49(LC 10), 4=-19(LC 9), 5=-79(LC 12) Max Grav 1=67(LC 12), 4=159(LC 19), 5=397(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-266/194 WEBS 2-5=-318/218 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; End Jack Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-5-4 to 3-5-4, Interior(1) 3-5-4 to 5-10-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 5. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. September 22,2020 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 B20002670 Truss V04 Truss Type Valley Qty 1 Ply 1 McKenzie 228 Bridgemont Job Reference (optional) I42900319 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 21 16:18:28 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-NV8Pc4GkZT5whSzLeoD8z6d3qyYR4mWBkdhNFpybM7P Scale = 1:40.4 1 2 3 4 5 9 8 7 610113x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 16-7-1116-7-11 16-8-10-0-5 8-4-0 8-4-0 16-8-1 8-4-0 0-0-46-3-00-0-49.00 12 Plate Offsets (X,Y)-- [7:0-2-11,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.29 0.28 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 51 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-7: 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 16-7-6. (lb) - Max Horz 1=-106(LC 8) 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 except 8=373(LC 22), 9=532(LC 19), 6=532(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-374/145, 4-6=-376/146 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; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-5-4 to 3-5-4, Interior(1) 3-5-4 to 8-4-0, Exterior(2R) 8-4-0 to 11-4-0, Interior(1) 11-4-0 to 16-2-13 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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, with BCDL = 10.0psf. 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. September 22,2020 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 B20002670 Truss V05 Truss Type Valley Qty 1 Ply 1 McKenzie 228 Bridgemont Job Reference (optional) I42900320 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 21 16:18:28 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-NV8Pc4GkZT5whSzLeoD8z6d0Dyb44nRBkdhNFpybM7P Scale = 1:30.1 1 2 3 4 5 8 7 63x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 12-7-1112-7-11 12-8-10-0-5 6-4-0 6-4-0 12-8-1 6-4-0 0-0-44-9-00-0-49.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.45 0.11 0.12 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 12-7-6. (lb) - Max Horz 1=-80(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=311(LC 1), 8=375(LC 25), 6=375(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-312/123, 4-6=-312/123 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; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-5-4 to 3-5-4, Interior(1) 3-5-4 to 6-4-0, Exterior(2R) 6-4-0 to 9-4-0, Interior(1) 9-4-0 to 12-2-13 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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, 5, 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. September 22,2020 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 B20002670 Truss V06 Truss Type Valley Qty 1 Ply 1 McKenzie 228 Bridgemont Job Reference (optional) I42900321 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 21 16:18:29 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-shhnpQGMKmDnJcYXCWkNWJAAqMwppEHLzHRwoFybM7O Scale = 1:21.9 1 2 3 43x4 4x6 3x4 2x4 0-0-50-0-5 8-8-18-7-11 4-4-0 4-4-0 8-8-1 4-4-0 0-0-43-3-00-0-49.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.53 0.15 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: 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=8-7-6, 3=8-7-6, 4=8-7-6 Max Horz 1=-53(LC 10) Max Uplift 1=-8(LC 12), 3=-13(LC 13) Max Grav 1=202(LC 1), 3=202(LC 1), 4=375(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; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-5-4 to 3-5-4, Interior(1) 3-5-4 to 4-4-0, Exterior(2R) 4-4-0 to 7-4-0, Interior(1) 7-4-0 to 8-2-13 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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. September 22,2020 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 B20002670 Truss V07 Truss Type Valley Qty 1 Ply 1 McKenzie 228 Bridgemont Job Reference (optional) I42900322 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 21 16:18:30 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-KuF91mH_54Lexm6jlDGc2XiRJmHFYiGUCwAUKhybM7N Scale = 1:11.5 1 2 3 4 2x4 4x6 2x4 2x4 0-0-50-0-5 4-8-14-7-11 2-4-0 2-4-0 4-8-1 2-4-0 0-0-41-9-00-0-49.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.16 0.07 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 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 4-8-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-7-6, 3=4-7-6, 4=4-7-6 Max Horz 1=26(LC 9) Max Uplift 1=-7(LC 12), 3=-10(LC 13) Max Grav 1=107(LC 1), 3=107(LC 1), 4=166(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; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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. September 22,2020 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 B20002670 Truss V08 Truss Type Valley Qty 1 Ply 1 McKenzie 228 Bridgemont Job Reference (optional) I42900323 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 21 16:18:31 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-o4pXE5IdsOTVZvhwJxnrbkFaQAc3H59eQaw1s8ybM7M Scale = 1:47.3 1 2 3 4 5 6 12 11 10 9 8 73x4 4x6 2x4 2x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 17-11-017-11-0 10-0-12 10-0-12 17-11-0 7-10-4 0-0-47-6-91-7-149.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.26 0.16 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 62 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-11: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 17-10-11. (lb) - Max Horz 1=143(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 10, 12, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 9=450(LC 22), 10=515(LC 19), 12=357(LC 19), 8=516(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-10=-358/141, 2-12=-261/104, 5-8=-360/145 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; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-5-4 to 3-5-4, Interior(1) 3-5-4 to 10-0-12, Exterior(2R) 10-0-12 to 13-0-12, Interior(1) 13-0-12 to 17-9-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 10, 12, 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. September 22,2020 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 B20002670 Truss V09 Truss Type Valley Qty 1 Ply 1 McKenzie 228 Bridgemont Job Reference (optional) I42900324 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 21 16:18:31 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-o4pXE5IdsOTVZvhwJxnrbkFaMAa3H7NeQaw1s8ybM7M Scale = 1:38.2 1 2 3 4 5 8 7 69103x4 4x6 3x4 5x6 2x4 2x4 2x4 2x4 0-0-50-0-5 15-11-015-10-11 8-0-12 8-0-12 15-11-0 7-10-4 0-0-46-0-90-0-49.00 12 Plate Offsets (X,Y)-- [7:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.27 0.29 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 49 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-7: 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 16-0-14. (lb) - Max Horz 1=-103(LC 8) 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=374(LC 19), 8=511(LC 19), 6=508(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-361/141, 4-6=-363/141 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; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-5-4 to 3-5-4, Interior(1) 3-5-4 to 8-0-12, Exterior(2R) 8-0-12 to 11-0-12, Interior(1) 11-0-12 to 15-8-5 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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, with BCDL = 10.0psf. 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. September 22,2020 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 B20002670 Truss V10 Truss Type Valley Qty 1 Ply 1 McKenzie 228 Bridgemont Job Reference (optional) I42900325 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 21 16:18:32 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-GGNvRRJFdhbMA3G6teI48yoiiZy00bZnfEfaOaybM7L Scale = 1:28.9 1 2 3 4 5 8 7 63x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 12-1-312-1-3 12-1-90-0-5 6-0-12 6-0-12 12-1-9 6-0-12 0-0-44-6-90-0-49.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.48 0.11 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: 33 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 12-0-14. (lb) - Max Horz 1=76(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=310(LC 1), 8=373(LC 25), 6=373(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-314/125, 4-6=-314/125 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; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-5-4 to 3-5-4, Interior(1) 3-5-4 to 6-0-12, Exterior(2R) 6-0-12 to 9-0-12, Interior(1) 9-0-12 to 11-8-5 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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, 5, 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. September 22,2020 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 B20002670 Truss V11 Truss Type Valley Qty 1 Ply 1 McKenzie 228 Bridgemont Job Reference (optional) I42900326 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 21 16:18:33 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-kTxHfnJtO?jDoDrIRMpJg9Kt?zI3l2OxuuP8x0ybM7K Scale = 1:20.8 1 2 3 43x4 4x6 3x4 2x4 0-0-50-0-5 8-1-98-1-3 4-0-12 4-0-12 8-1-9 4-0-12 0-0-43-0-90-0-49.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.45 0.13 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: 20 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=8-0-14, 3=8-0-14, 4=8-0-14 Max Horz 1=-49(LC 8) Max Uplift 1=-7(LC 12), 3=-12(LC 13) Max Grav 1=188(LC 1), 3=188(LC 1), 4=349(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; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-5-4 to 3-5-4, Interior(1) 3-5-4 to 4-0-12, Exterior(2R) 4-0-12 to 7-0-12, Interior(1) 7-0-12 to 7-8-5 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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. September 22,2020 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 B20002670 Truss V12 Truss Type Valley Qty 1 Ply 1 McKenzie 228 Bridgemont Job Reference (optional) I42900327 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 21 16:18:34 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-CfVgs7KV9Jr4QNQV_3KYDNt8?NcaUWj47Y8hTSybM7J Scale = 1:10.5 1 2 3 2x4 3x4 2x4 4-1-34-1-3 4-1-90-0-5 2-0-12 2-0-12 4-1-9 2-0-12 0-0-41-6-90-0-49.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.11 0.24 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 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 4-1-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-0-14, 3=4-0-14 Max Horz 1=-22(LC 8) Max Grav 1=163(LC 1), 3=163(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; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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. September 22,2020 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 B20002670 Truss V13 Truss Type Valley Qty 1 Ply 1 McKenzie 228 Bridgemont Job Reference (optional) I42900328 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 21 16:18:34 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-CfVgs7KV9Jr4QNQV_3KYDNt4FNdkUWj47Y8hTSybM7J Scale = 1:7.9 1 2 3 3x4 2x4 2x4 4-2-5 4-2-5 0-0-41-0-93.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.35 0.16 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-1-5, 3=4-1-5 Max Horz 1=20(LC 8) Max Uplift 1=-3(LC 8), 3=-8(LC 8) Max Grav 1=140(LC 1), 3=140(LC 1) 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; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; End Jack Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. September 22,2020 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 B20002670 Truss V14 Truss Type Valley Qty 1 Ply 1 McKenzie 228 Bridgemont Job Reference (optional) I42900329 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 21 16:18:35 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-gr324TL7wczx1X?hYmrnlaQCpnydDyzDLCuF?vybM7I Scale = 1:17.9 1 2 3 2x4 2x4 2x4 3-11-12 3-11-12 0-0-42-11-139.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.56 0.25 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-11-7, 3=3-11-7 Max Horz 1=72(LC 12) Max Uplift 3=-34(LC 12) Max Grav 1=170(LC 1), 3=170(LC 1) 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; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; End Jack Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-5-4 to 3-5-4, Interior(1) 3-5-4 to 3-10-0 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. September 22,2020 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 B20002670 Truss V15 Truss Type Valley Qty 1 Ply 1 McKenzie 228 Bridgemont Job Reference (optional) I42900330 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 21 16:18:35 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:0t35_mHmXDFFXxArEfL3n5yJ?nY-gr324TL7wczx1X?hYmrnlaQJFn?wDyzDLCuF?vybM7I Scale = 1:10.3 1 2 3 2x4 2x4 2x4 1-11-12 1-11-12 0-0-41-5-139.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.08 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=1-11-7, 3=1-11-7 Max Horz 1=29(LC 12) Max Uplift 3=-14(LC 12) Max Grav 1=70(LC 1), 3=70(LC 1) 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; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; End Jack Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. September 22,2020 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