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HomeMy WebLinkAbout36AA - Trusses16023 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). April 17,2020 Liu, Xuegang Pages or sheets covered by this seal: I41014330 thru I41014402 My license renewal date for the state of Indiana is July 31, 2020. B20001094 Wedgewood 320 Shoshone IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001094 Truss CG01 Truss Type Diagonal Hip Girder Qty 3 Ply 1 Wedgewood 320 Shoshone Job Reference (optional) I41014330 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 07:50:49 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mvFj7NUkjCcyiGCSZEmQXszkGzi-JPIew36cqhgbgA2ltR5NhYog0jop8h4NRra1YuzPtTK Scale = 1:35.4 1 2 3 4 5 6 78 3x4 3x8 4x6 4x6 3x4 6-5-86-5-8 -1-4-2 1-4-2 6-5-8 6-5-8 1-0-145-11-125-8-30-3-85-11-129.11 12 Plate Offsets (X,Y)-- [2:0-4-8,0-1-8], [5:0-2-0,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.36 0.17 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.04 -0.00 (loc) 2-5 2-5 5 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 38 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 3-10-12 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=0-3-8, 5=0-1-8 Max Horz 2=216(LC 5) Max Uplift 2=-102(LC 8), 5=-352(LC 5) Max Grav 2=366(LC 32), 5=449(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-311/314 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 C; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=102, 5=352. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 100 lb down and 114 lb up at 3-0-4, and 107 lb down and 133 lb up at 3-10-14, and 133 lb down and 179 lb up at 6-3-12 on top chord, and 15 lb down and 24 lb up at 3-0-4, and 24 lb down and 34 lb up at 3-10-14, and 55 lb down and 26 lb up at 6-3-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 2-5=-20 Concentrated Loads (lb) Vert: 4=-72(B) 5=-39(B) 7=-1(B) 8=-1(F) April 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001094 Truss GE01 Truss Type GABLE Qty 1 Ply 1 Wedgewood 320 Shoshone Job Reference (optional) I41014331 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 07:50:52 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mvFj7NUkjCcyiGCSZEmQXszkGzi-j__mY59U7c2AXenKYZe4IAQ30xnYLzip7pph8DzPtTH Scale = 1:75.1 12 3 4 5 6 7 8 9 101112 13 14 15 16 17 18 19 2021 41 40 39 38 37 3635 34 33 32 31 30 29 28 27 26 25 24 23 22 4243 47 45 44 48 46 49 50 51 5x10 MT18HS 3x8 4x6 4x6 3x8 5x10 MT18HS3x6 22-7-022-7-0 -0-10-8 0-10-8 8-5-2 8-5-2 14-1-14 5-8-11 22-7-0 8-5-2 23-5-8 0-10-8 2-8-012-6-02-8-012-6-014.00 12 Plate Offsets (X,Y)-- [9:0-3-2,0-2-0], [13:0-3-2,0-2-0], [22:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.89 0.36 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 -0.00 -0.01 0.00 (loc) 20 20 22 20 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 MT18HS Weight: 210 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 9-33,8-34,7-36,13-29,14-28,15-27: 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 (10-0-0 max.): 9-13. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-34, 7-36, 14-28, 15-27 JOINTS 1 Brace at Jt(s): 42, 45, 46, 47, 48, 50 REACTIONS.All bearings 22-7-0. (lb) - Max Horz 41=-383(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 33, 34, 37, 38, 39, 29, 28, 26, 25, 24 except 41=-972(LC 6), 22=-943(LC 7), 36=-119(LC 10), 40=-839(LC 7), 27=-120(LC 11), 23=-816(LC 6) Max Grav All reactions 250 lb or less at joint(s) 34, 36, 37, 38, 39, 28, 27, 26, 25, 24, 32, 31, 30 except 41=1004(LC 9), 22=973(LC 8), 33=371(LC 20), 40=934(LC 8), 29=370(LC 19), 23=909(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-41=-482/481, 2-3=-452/466, 4-5=-164/262, 5-6=-226/351, 6-7=-297/435, 7-8=-385/542, 8-9=-395/576, 9-10=-311/436, 10-11=-309/436, 11-12=-309/436, 12-13=-311/436, 13-14=-395/576, 14-15=-385/542, 15-16=-297/435, 16-17=-226/351, 17-18=-157/262, 19-20=-437/452, 20-22=-467/466 WEBS 33-47=-345/93, 45-47=-348/94, 9-45=-337/118, 3-40=-333/310, 29-48=-344/93, 46-48=-347/94, 13-46=-337/118, 19-23=-324/302 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-10-8 to 4-7-8, Corner(3R) 4-7-8 to 17-11-8, Corner(3E) 17-11-8 to 23-5-8 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 MT20 plates unless otherwise indicated. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 9) Gable studs spaced at 1-4-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) * 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. Continued on page 2 April 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001094 Truss GE01 Truss Type GABLE Qty 1 Ply 1 Wedgewood 320 Shoshone Job Reference (optional) I41014331 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 07:50:52 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mvFj7NUkjCcyiGCSZEmQXszkGzi-j__mY59U7c2AXenKYZe4IAQ30xnYLzip7pph8DzPtTH NOTES- 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 33, 34, 37, 38, 39, 29, 28, 26, 25, 24 except (jt=lb) 41=972, 22=943, 36=119, 40=839, 27=120, 23=816. 13) 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. 14) 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001094 Truss GE02 Truss Type GABLE Gable l Gable COMMON Qty 1 Ply 1 Wedgewood 320 Shoshone Job Reference (optional) I41014332 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 07:50:58 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mvFj7NUkjCcyiGCSZEmQXszkGzi-Y8L2p8DFiSpJFZEUvqlUYRfBbMkllaMiVlG?MtzPtTB Scale: 1/8"=1' 1 2 3 45 6 78 9 10 11 12 13 14 15 16 17 181920 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 54 55 6x6 6x8 4x6 8x8 4x6 6x6 4x6 4x6 4x6 4x6 4x6 4x6 2x4 2x4 3x4 2x4 4x6 6x8 3x4 5x12 4x10 5x8 4x8 4x8 3x8 3x8 4x6 3x4 3x6 4x8 3x6 2x4 3x4 2x4 2x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 8-5-2 8-5-2 9-7-8 1-2-6 11-3-8 1-8-0 15-5-5 4-1-13 18-3-15 2-10-10 21-4-3 3-0-4 22-7-0 1-2-13 24-9-7 2-2-7 26-4-9 1-7-2 28-1-3 1-8-10 30-0-2 1-10-15 32-7-8 2-7-6 -0-10-8 0-10-8 4-3-13 4-3-13 8-5-2 4-1-5 9-7-8 1-2-6 11-3-8 1-8-0 14-1-14 2-10-6 15-5-5 1-3-7 16-10-1 1-4-12 18-3-15 1-5-14 19-10-7 1-6-8 21-4-3 1-5-12 22-11-5 1-7-2 24-9-7 1-10-2 26-4-9 1-7-2 28-1-3 1-8-10 30-0-2 1-10-15 31-10-3 1-10-0 32-7-8 0-9-5 33-6-0 0-10-8 1-0-149-4-148-1-156-11-135-10-145-0-04-1-103-3-42-7-112-0-131-6-91-2-010-10-141-0-102-0-010-10-1414.00 12 10.69 12 9.50 12 8.38 12 7.38 126.50 12 5.63 124.75 12 4.00 123.25 12 2.50 121.75 12 Plate Offsets (X,Y)-- [4:0-3-0,0-1-4], [7:0-2-11,Edge], [9:0-0-1,0-0-1], [30:0-0-0,0-1-12], [30:0-3-0,0-1-4], [31:0-4-4,0-2-0], [33:0-5-8,0-3-8], [38:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.50 0.76 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.28 0.09 0.02 (loc) 36-37 36-37 25 34 l/defl >999 >938 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 263 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-36,7-31: 2x4 SPF No.2, 2-37,19-21: 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, and 2-0-0 oc purlins (6-0-0 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 6-33 WEBS 1 Row at midpt 4-36, 6-34, 7-31, 8-31 REACTIONS.All bearings 10-4-0 except (jt=length) 37=0-3-8, 27=0-3-8, 27=0-3-8. (lb) - Max Horz 37=-320(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 23, 22, 37, 21, 27 except 25=-173(LC 11), 26=-256(LC 1) Max Grav All reactions 250 lb or less at joint(s) 23, 22, 21, 26, 24 except 25=1104(LC 2), 37=1039(LC 2), 27=647(LC 2), 27=622(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-461/323, 3-4=-872/413, 4-5=-597/353, 5-6=-604/352, 6-7=-648/350, 7-8=-820/519, 8-9=-730/389, 9-10=-655/343, 10-11=-632/282, 11-12=-277/179, 12-13=-254/136, 13-14=-37/411, 14-15=-69/403, 2-37=-473/369 BOT CHORD 36-37=-125/715, 34-35=-362/0, 33-34=0/732, 29-31=0/556, 28-29=0/425, 24-25=-265/128, 23-24=-265/128 WEBS 3-36=-193/319, 4-36=-567/18, 34-36=0/1290, 4-34=0/842, 6-34=-252/72, 31-33=0/622, 7-33=-94/516, 7-31=-370/218, 11-29=-15/397, 11-28=-692/130, 13-28=-62/465, 13-25=-871/198, 3-37=-655/68 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 4-2-12, Exterior(2R) 4-2-12 to 14-1-14, Exterior(2E) 14-1-14 to 15-5-5, Interior(1) 15-5-5 to 31-10-3, Exterior(2E) 31-10-3 to 33-6-0 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) 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) 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, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23, 22, 37, 21, 27 except (jt=lb) 25=173, 26=256. 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.April 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001094 Truss GE03 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 320 Shoshone Job Reference (optional) I41014333 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 07:51:00 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mvFj7NUkjCcyiGCSZEmQXszkGzi-UWToEqFVE331VtOt0Enydsla39YXDbF?z2l6QmzPtT9 Scale = 1:81.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 3x4 3x6 4x6 3x6 3x4 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 18-2-818-2-8 -0-10-8 0-10-8 9-1-4 9-1-4 18-2-8 9-1-4 19-1-0 0-10-8 1-0-1411-8-51-0-1414.00 12 Plate Offsets (X,Y)-- [9:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.31 0.16 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.01 -0.00 (loc) 17 17 18 16 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 143 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* 9-25,8-26,7-27,10-24,11-23: 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 6-0-0 oc bracing. WEBS 1 Row at midpt 9-25, 8-26, 7-27, 10-24, 11-23 REACTIONS.All bearings 18-2-8. (lb) - Max Horz 33=-344(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 25, 26, 28, 31, 24, 22, 20 except 33=-295(LC 8), 18=-241(LC 9), 27=-117(LC 10), 29=-102(LC 10), 32=-310(LC 10), 23=-118(LC 11), 21=-101(LC 11), 19=-296(LC 11) Max Grav All reactions 250 lb or less at joint(s) 26, 27, 28, 29, 31, 24, 23, 22, 21, 20 except 33=393(LC 7), 18=342(LC 6), 25=424(LC 11), 32=289(LC 8), 19=259(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-33=-275/203, 2-3=-327/294, 7-8=-270/349, 8-9=-303/388, 9-10=-303/388, 10-11=-270/349, 15-16=-300/247 WEBS 9-25=-504/349 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-10-8 to 4-5-2, Corner(3R) 4-5-2 to 13-9-6, Corner(3E) 13-9-6 to 19-1-0 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) 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) 25, 26, 28, 31, 24, 22, 20 except (jt=lb) 33=295, 18=241, 27=117, 29=102, 32=310, 23=118, 21=101, 19=296. 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. April 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001094 Truss GE04 Truss Type Monopitch Supported Gable Qty 1 Ply 1 Wedgewood 320 Shoshone Job Reference (optional) I41014334 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 07:51:01 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mvFj7NUkjCcyiGCSZEmQXszkGzi-zj0ARAG7?NBu60z3ayJBA4HeLZwny5Y8BiUfzCzPtT8 Scale = 1:33.5 1 2 3 4 7652x4 2x4 2x4 2x4 2x4 2x4 2x4 4-10-8 4-10-8 0-4-106-0-1414.00 12 Plate Offsets (X,Y)-- [1:0-2-0,0-0-11] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.72 0.03 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 26 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 4-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 4-10-8. (lb) - Max Horz 1=215(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6 except 7=-166(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6, 7 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 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, 5, 6 except (jt=lb) 7=166. 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. April 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001094 Truss GE05 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 320 Shoshone Job Reference (optional) I41014335 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 07:51:02 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mvFj7NUkjCcyiGCSZEmQXszkGzi-RvaYfWGlmhJlkAYF8fqQiHqthzD4hWdHQMEDVezPtT7 Scale = 1:62.5 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 4x6 3x6 4x6 3x6 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 12-7-012-7-0 -0-10-8 0-10-8 6-3-8 6-3-8 12-7-0 6-3-8 13-5-8 0-10-8 2-2-09-6-12-2-014.00 12 Plate Offsets (X,Y)-- [7:Edge,0-1-14], [14:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.49 0.22 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 -0.00 (loc) 13 13 14 12 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 93 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* 7-19: 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 6-0-0 oc bracing. WEBS 1 Row at midpt 7-19 REACTIONS.All bearings 12-7-0. (lb) - Max Horz 24=-297(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 20, 22, 18, 16 except 24=-431(LC 6), 14=-418(LC 7), 21=-116(LC 10), 23=-395(LC 7), 17=-116(LC 11), 15=-385(LC 6) Max Grav All reactions 250 lb or less at joint(s) 20, 21, 22, 18, 17, 16 except 24=468(LC 9), 14=454(LC 8), 19=426(LC 11), 23=459(LC 8), 15=449(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-24=-269/261, 2-3=-267/278, 4-5=-167/302, 5-6=-260/421, 6-7=-303/469, 7-8=-303/469, 8-9=-260/421, 9-10=-167/302, 11-12=-258/270, 12-14=-260/253 WEBS 7-19=-621/351 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-10-8 to 4-5-2, Corner(3R) 4-5-2 to 8-1-14, Corner(3E) 8-1-14 to 13-5-8 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) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 22, 18, 16 except (jt=lb) 24=431, 14=418, 21=116, 23=395, 17=116, 15=385. 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. April 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001094 Truss GE06 Truss Type Valley Qty 1 Ply 1 Wedgewood 320 Shoshone Job Reference (optional) I41014336 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 07:51:04 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mvFj7NUkjCcyiGCSZEmQXszkGzi-NIiJ3BI0IIZT_UheF4suoivF4mx79KUaugjJZXzPtT5 Scale = 1:85.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 28 27 26 25 24 23 22 21 20 19 18 17 16 29 30 31 3x4 4x6 2x4 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 17-9-217-9-2 10-7-10 10-7-10 17-9-2 7-1-8 0-0-412-4-144-1-214.00 12 Plate Offsets (X,Y)-- [9:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.31 0.12 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 16 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 142 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-26: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 8-21,7-22,10-20,11-19: 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 7-22, 11-19 JOINTS 1 Brace at Jt(s): 29, 30, 31 REACTIONS.All bearings 17-9-2. (lb) - Max Horz 1=369(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 23, 24, 25, 27, 28, 20, 18 except 1=-301(LC 8), 21=-179(LC 9), 22=-157(LC 10), 19=-181(LC 11), 17=-204(LC 11) Max Grav All reactions 250 lb or less at joint(s) 16, 22, 23, 24, 25, 27, 28, 19, 18, 17 except 1=370(LC 7), 21=354(LC 17), 20=301(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-486/429, 2-3=-441/397, 3-4=-402/366, 4-5=-376/357, 5-6=-349/345, 6-7=-320/334, 7-8=-406/487, 8-9=-302/348, 9-10=-302/348, 10-11=-406/487, 11-12=-268/316, 14-15=-204/254, 15-16=-233/288 WEBS 9-29=-312/241, 21-30=-352/229, 20-31=-352/229 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-3-13 to 5-7-6, Corner(3R) 5-7-6 to 12-3-12, Corner(3E) 12-3-12 to 17-7-6 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, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23, 24, 25, 27, 28, 20, 18 except (jt=lb) 1=301, 21=179, 22=157, 19=181, 17=204. 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. April 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001094 Truss J01 Truss Type Jack-Open Qty 2 Ply 1 Wedgewood 320 Shoshone Job Reference (optional) I41014337 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 07:51:04 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mvFj7NUkjCcyiGCSZEmQXszkGzi-NIiJ3BI0IIZT_UheF4suoivFXmwY9ToaugjJZXzPtT5 Scale: 1/2"=1' 1 2 5 3 4 3x4 3x4 2-7-22-7-2 -0-10-8 0-10-8 2-7-2 2-7-2 1-0-144-1-414.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.28 0.16 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.02 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 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 2-7-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=140(LC 10) Max Uplift 3=-102(LC 10), 4=-20(LC 10) Max Grav 5=170(LC 1), 3=84(LC 17), 4=45(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; 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 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=102. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001094 Truss J02 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 320 Shoshone Job Reference (optional) I41014338 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 07:51:05 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mvFj7NUkjCcyiGCSZEmQXszkGzi-rUGhHXJe3chKbeGqpoN7KwSQGAGnuw1k6KSt6zzPtT4 Scale: 1/2"=1' 1 2 5 3 4 3x4 3x4 2-7-22-7-2 -0-10-8 0-10-8 2-7-2 2-7-2 1-0-144-1-43-6-24-1-414.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.28 0.16 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.02 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 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 2-7-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=140(LC 10) Max Uplift 3=-102(LC 10), 4=-20(LC 10) Max Grav 5=170(LC 1), 3=84(LC 17), 4=45(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; 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 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=102. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001094 Truss J03 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 320 Shoshone Job Reference (optional) I41014339 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 07:51:06 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mvFj7NUkjCcyiGCSZEmQXszkGzi-Jgq3UtJGqvpBDor1NVuMt7?adacVdNHtL_CQePzPtT3 Scale = 1:20.5 1 2 5 3 4 3x12 2-6-102-6-10 -0-10-8 0-10-8 2-6-10 2-6-10 0-10-143-5-82-11-03-5-812.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-12], [5:0-3-8,Edge], [5:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.37 0.19 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.00 -0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 240 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 2-6-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=119(LC 10) Max Uplift 3=-80(LC 10), 4=-10(LC 10) Max Grav 5=168(LC 1), 3=74(LC 17), 4=44(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; 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 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001094 Truss J04 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 320 Shoshone Job Reference (optional) I41014340 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 07:51:07 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mvFj7NUkjCcyiGCSZEmQXszkGzi-nsORiDKuaDx2rxQDxDQbPLXd7_sqMqX1aex_AszPtT2 Scale: 3/8"=1' 1 2 5 3 45x10 MT18HS 4-10-104-10-10 -0-10-8 0-10-8 4-10-10 4-10-10 0-10-145-9-85-3-05-9-812.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-12], [5:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.83 0.50 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.06 -0.05 -0.06 (loc) 4-5 4-5 3 l/defl >871 >999 n/a L/d 240 240 n/a PLATES MT18HS Weight: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=212(LC 10) Max Uplift 3=-149(LC 10), 4=-8(LC 10) Max Grav 5=255(LC 1), 3=152(LC 17), 4=90(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; 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 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=149. 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. April 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001094 Truss J05 Truss Type Jack-Open Qty 2 Ply 1 Wedgewood 320 Shoshone Job Reference (optional) I41014341 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 07:51:08 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mvFj7NUkjCcyiGCSZEmQXszkGzi-F3xqvZLWLX3vS5?PUwxqyY4w7OHz5HnAoIhXjIzPtT1 Scale = 1:20.5 1 2 5 3 4 3x12 2-6-102-6-10 -0-10-8 0-10-8 2-6-10 2-6-10 0-10-143-5-812.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-12], [5:0-3-8,Edge], [5:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.37 0.19 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.00 -0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 240 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 2-6-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=119(LC 10) Max Uplift 3=-80(LC 10), 4=-10(LC 10) Max Grav 5=168(LC 1), 3=74(LC 17), 4=44(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; 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 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001094 Truss J06 Truss Type Jack-Open Qty 2 Ply 1 Wedgewood 320 Shoshone Job Reference (optional) I41014342 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 07:51:09 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mvFj7NUkjCcyiGCSZEmQXszkGzi-kFVC7vM86qCm4Fab2dS3VmdzdnYIqk1J1yQ4FkzPtT0 Scale: 3/8"=1' 1 2 5 3 45x10 MT18HS 4-10-104-10-10 -0-10-8 0-10-8 4-10-10 4-10-10 0-10-145-9-85-3-05-9-812.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-12], [5:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.83 0.50 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.06 -0.05 -0.06 (loc) 4-5 4-5 3 l/defl >871 >999 n/a L/d 240 240 n/a PLATES MT18HS Weight: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=212(LC 10) Max Uplift 3=-149(LC 10), 4=-8(LC 10) Max Grav 5=255(LC 1), 3=152(LC 17), 4=90(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; 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 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=149. 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. April 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001094 Truss M01 Truss Type MONOPITCH Qty 25 Ply 1 Wedgewood 320 Shoshone Job Reference (optional) I41014343 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 07:51:10 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mvFj7NUkjCcyiGCSZEmQXszkGzi-CR3aKFNnt8KciP9ocLzI1z9EbBwyZ9QTGcAenAzPtT? Scale: 1/4"=1' 1 2 3 5 4 2x4 2x4 3x6 3x4 -0-10-8 0-10-8 6-0-0 6-0-0 1-0-148-0-147-9-60-3-88-0-1414.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.50 0.35 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.13 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >538 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 31 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-3-8, 4=0-1-8 Max Horz 5=295(LC 10) Max Uplift 4=-240(LC 10) Max Grav 5=295(LC 1), 4=288(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-313/232 BOT CHORD 4-5=-328/227 WEBS 2-4=-229/332 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 C; Enclosed; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=240. 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. April 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001094 Truss M02 Truss Type Monopitch Qty 7 Ply 1 Wedgewood 320 Shoshone Job Reference (optional) I41014344 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 07:51:11 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mvFj7NUkjCcyiGCSZEmQXszkGzi-gedyXbNPeSSTJZk_A2UXaBiNVbH?IYGcVGvBJdzPtT_ Scale: 1/4"=1' 1 2 4 3 12x12 3x6 4x6 6-0-06-0-0 6-0-0 6-0-0 1-0-148-0-147-9-60-3-88-0-1414.00 12 Plate Offsets (X,Y)-- [1:Edge,0-10-11], [4:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.62 0.30 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.08 -0.00 -0.00 (loc) 3-4 3-4 3 3-4 l/defl >999 >841 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 30 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 1-3: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-11-11 oc bracing. WEBS 1 Row at midpt 2-3 REACTIONS. (size) 4=0-3-8, 3=0-1-8 Max Horz 4=254(LC 10) Max Uplift 3=-240(LC 10) Max Grav 4=242(LC 19), 3=292(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-272/213 BOT CHORD 3-4=-419/510 WEBS 1-3=-499/413 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 C; Enclosed; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 3 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=240. 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. April 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001094 Truss M03 Truss Type MONOPITCH Qty 4 Ply 1 Wedgewood 320 Shoshone Job Reference (optional) I41014345 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 07:51:11 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mvFj7NUkjCcyiGCSZEmQXszkGzi-gedyXbNPeSSTJZk_A2UXaBiPKbGBIbycVGvBJdzPtT_ Scale = 1:54.3 1 2 3 5 4 2x4 2x4 3x6 3x4 6-0-06-0-0 -0-10-8 0-10-8 6-0-0 6-0-0 2-2-09-2-08-10-80-3-89-2-014.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.50 0.35 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.13 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >538 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 35 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud, 2-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-8-11 oc bracing. WEBS 1 Row at midpt 3-4 REACTIONS. (size) 5=0-3-8, 4=0-1-8 Max Horz 5=280(LC 10) Max Uplift 4=-295(LC 10) Max Grav 5=299(LC 19), 4=310(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-313/232 BOT CHORD 4-5=-350/247 WEBS 2-4=-261/371 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 C; Enclosed; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=295. 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. April 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001094 Truss PB01 Truss Type Piggyback Qty 1 Ply 1 Wedgewood 320 Shoshone Job Reference (optional) I41014346 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 07:51:12 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mvFj7NUkjCcyiGCSZEmQXszkGzi-8qBKlwO1PlaKxjJAjm?m6OFfI?gB13gmjwflr3zPtSz Scale = 1:39.6 1 2 34567 89 15 14 13 12 11 10 5x6 5x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 22-6-1222-6-12 3-9-14 3-9-14 18-8-14 14-11-0 22-6-12 3-9-14 0-5-33-6-13-8-60-1-80-5-30-1-83-6-112.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [3:0-3-9,0-2-8], [7:0-3-9,0-2-8], [8:0-2-6,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.17 0.11 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 9 9 8 9 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 66 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 21-5-6. (lb) - Max Horz 2=-90(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 12, 13, 15, 11, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 8 except 12=327(LC 1), 13=315(LC 24), 15=257(LC 23), 11=315(LC 23), 10=257(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-2-14 to 3-9-14, Exterior(2R) 3-9-14 to 18-8-14, Exterior(2E) 18-8-14 to 22-3-14 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 12, 13, 15, 11, 10, 8. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001094 Truss PB02 Truss Type GABLE Qty 1 Ply 1 Wedgewood 320 Shoshone Job Reference (optional) I41014347 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 07:51:13 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mvFj7NUkjCcyiGCSZEmQXszkGzi-c0ljyGPfA3iBZttNHTW?fcnpcP_UmUsvyaOINVzPtSy Scale = 1:40.4 1 2 3 45 6 7 8 9 10 17 16 15 14 13 12 11 18 19 5x6 5x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 2x4 2x4 22-6-1222-6-12 6-1-14 6-1-14 16-4-14 10-3-0 22-6-12 6-1-14 0-5-35-10-16-0-60-1-80-5-30-1-85-10-112.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [4:0-3-9,0-2-8], [7:0-3-9,0-2-8], [9:0-2-6,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.19 0.17 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 -0.00 0.00 0.00 (loc) 9 9 9 9 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 75 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 21-5-6. (lb) - Max Horz 2=-150(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 12, 13, 15, 16, 9 except 11=-227(LC 11), 17=-224(LC 10) Max Grav All reactions 250 lb or less at joint(s) 2, 9 except 12=330(LC 26), 13=431(LC 25), 15=327(LC 26), 16=283(LC 17), 11=388(LC 18), 17=404(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-13=-266/129, 8-11=-286/277, 3-17=-287/277 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-2-14 to 5-6-7, Exterior(2R) 5-6-7 to 17-0-5, Exterior(2E) 17-0-5 to 22-3-14 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) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 12, 13, 15, 16, 9 except (jt=lb) 11=227, 17=224. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001094 Truss PB03 Truss Type GABLE Qty 1 Ply 1 Wedgewood 320 Shoshone Job Reference (optional) I41014348 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 07:51:15 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mvFj7NUkjCcyiGCSZEmQXszkGzi-YPtTNyQvigyvoA1lPuZTk1t92CgLEOLCPutPROzPtSw Scale = 1:53.0 1 2 3 45 6 7 8 9 10 17 16 15 14 13 12 11 18 19 20 21 5x6 6x6 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 2x4 2x4 22-6-1222-6-12 6-4-3 6-4-3 13-8-3 7-4-0 14-11-6 1-3-3 22-6-12 7-7-6 0-5-36-0-67-5-140-1-80-5-30-1-86-0-612.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [4:0-3-9,0-2-8], [6:0-2-5,Edge], [9:0-2-6,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.20 0.14 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.01 -0.00 (loc) 9 10 9 9 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 80 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 21-5-6. (lb) - Max Horz 2=-189(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 14, 16, 9 except 13=-104(LC 10), 11=-240(LC 11), 17=-228(LC 10) Max Grav All reactions 250 lb or less at joint(s) 2, 12, 9 except 13=268(LC 25), 14=400(LC 2), 16=331(LC 17), 11=469(LC 18), 17=399(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-274/174 WEBS 8-11=-297/280, 3-17=-286/277 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-2-14 to 5-6-7, Exterior(2R) 5-6-7 to 11-7-13, Interior(1) 11-7-13 to 13-8-3, Exterior(2R) 13-8-3 to 17-0-5, Exterior(2E) 17-0-5 to 22-3-14 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) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 14, 16, 9 except (jt=lb) 13=104, 11=240, 17=228. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001094 Truss PB04 Truss Type GABLE Qty 1 Ply 1 Wedgewood 320 Shoshone Job Reference (optional) I41014349 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 07:51:16 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mvFj7NUkjCcyiGCSZEmQXszkGzi-0bQrbIRXT_4mQKcyyb4iHEPL7c0TzsyLeYdy_qzPtSv Scale = 1:53.8 1 2 34 5 6 7 89 15 14 13 12 11 10 16 17 18 19 5x6 4x8 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 22-6-1222-6-12 4-0-3 4-0-3 11-4-3 7-4-0 14-11-6 3-7-3 22-6-12 7-7-6 0-5-33-8-67-5-140-1-80-5-30-1-83-8-612.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [3:0-3-9,0-2-8], [5:0-4-0,0-0-15], [8:0-2-6,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.18 0.15 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.01 -0.00 (loc) 8 9 8 8 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 73 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 21-5-6. (lb) - Max Horz 2=-189(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 13, 8 except 12=-114(LC 10), 15=-171(LC 10), 10=-242(LC 11) Max Grav All reactions 250 lb or less at joint(s) 2, 8 except 11=345(LC 20), 12=374(LC 2), 13=327(LC 2), 15=337(LC 17), 10=462(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-12=-261/166, 7-10=-298/280 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-2-14 to 4-0-3, Exterior(2R) 4-0-3 to 9-3-13, Interior(1) 9-3-13 to 11-4-3, Exterior(2R) 11-4-3 to 17-0-5, Exterior(2E) 17-0-5 to 22-3-14 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) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 13, 8 except (jt=lb) 12=114, 15=171, 10=242. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001094 Truss PB05 Truss Type GABLE Qty 1 Ply 1 Wedgewood 320 Shoshone Job Reference (optional) I41014350 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 07:51:17 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mvFj7NUkjCcyiGCSZEmQXszkGzi-Vo_DoeSAEICd1UB8WJbxpSyWe0MNiJ7VtCMVWHzPtSu Scale = 1:53.8 1 2 34 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 20 21 22 4x8 6x6 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 2x4 22-6-1222-6-12 9-0-3 9-0-3 14-11-6 5-11-3 22-6-12 7-7-6 0-5-31-4-67-5-140-1-80-5-30-1-81-4-612.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [3:0-4-0,0-0-15], [5:0-2-5,Edge], [9:0-2-6,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.19 0.17 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.01 0.00 (loc) 9 10 9 9 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 70 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 21-5-6. (lb) - Max Horz 2=-189(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 15, 16, 9 except 14=-219(LC 10), 11=-243(LC 11), 17=-175(LC 10) Max Grav All reactions 250 lb or less at joint(s) 2, 9, 17 except 12=365(LC 20), 14=388(LC 17), 15=297(LC 18), 16=360(LC 2), 11=457(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-14=-266/252, 4-16=-263/123, 8-11=-297/280 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-2-14 to 1-8-3, Exterior(2R) 1-8-3 to 6-11-13, Interior(1) 6-11-13 to 9-7-12, Exterior(2R) 9-7-12 to 17-0-5, Exterior(2E) 17-0-5 to 22-3-14 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) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 15, 16, 9 except (jt=lb) 14=219, 11=243, 17=175. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001094 Truss PB06 Truss Type Piggyback Qty 9 Ply 1 Wedgewood 320 Shoshone Job Reference (optional) I41014351 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 07:51:18 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mvFj7NUkjCcyiGCSZEmQXszkGzi-z_Yc?_To?bKUfemK406AMfUhcQiiRmhe6s632jzPtSt Scale = 1:46.4 1 2 3 4 5 67 10 9 8 11 12 13 14 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 15-2-1215-2-12 7-7-6 7-7-6 15-2-12 7-7-6 0-5-37-5-140-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [6:0-2-6,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.18 0.16 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 6 7 6 6 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 51 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-1-6. (lb) - Max Horz 2=-189(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 6 except 10=-244(LC 10), 8=-243(LC 11) Max Grav All reactions 250 lb or less at joint(s) 2, 6 except 9=342(LC 20), 10=459(LC 17), 8=458(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-10=-298/282, 5-8=-298/281 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-2-14 to 5-6-7, Exterior(2R) 5-6-7 to 9-8-5, Exterior(2E) 9-8-5 to 14-11-14 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) 2, 6 except (jt=lb) 10=244, 8=243. 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. April 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001094 Truss PB07 Truss Type Piggyback Qty 1 Ply 1 Wedgewood 320 Shoshone Job Reference (optional) I41014352 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 07:51:19 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mvFj7NUkjCcyiGCSZEmQXszkGzi-RA6_DKTQmvSLHoLWekdPut1sLp2uAEXoKWrca9zPtSs Scale = 1:36.0 1 2 3 4 5 6 78 12 11 10 9 13 14 5x6 5x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 15-2-1215-2-12 15-2-12 15-2-12 0-5-35-10-16-0-60-1-80-5-30-1-85-10-112.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [4:0-3-9,0-2-8], [5:0-3-9,0-2-8], [7:0-2-6,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.18 0.10 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 0.00 0.00 0.00 (loc) 7 7 7 7 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 50 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-1-6. (lb) - Max Horz 2=-150(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 7, 11, 10 except 12=-226(LC 10), 9=-225(LC 11) Max Grav All reactions 250 lb or less at joint(s) 2, 7 except 12=397(LC 17), 9=396(LC 18), 11=306(LC 17), 10=290(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-12=-287/278, 6-9=-285/277 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-2-14 to 5-6-7, Exterior(2R) 5-6-7 to 9-8-5, Exterior(2E) 9-8-5 to 14-11-14 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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) 2, 7, 11, 10 except (jt=lb) 12=226, 9=225. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001094 Truss PB08 Truss Type Piggyback Qty 1 Ply 1 Wedgewood 320 Shoshone Job Reference (optional) I41014353 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 07:51:20 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mvFj7NUkjCcyiGCSZEmQXszkGzi-vNgMQgU2XDaCuxwjBR8eR4a0zDODvhaxZAbA7bzPtSr Scale = 1:26.5 1 2 345 67 10 9 8 5x6 5x6 3x4 3x4 2x4 2x4 2x4 2x4 15-2-1215-2-12 3-9-14 3-9-14 11-4-14 7-7-0 15-2-12 3-9-14 0-5-33-6-13-8-60-1-80-5-30-1-83-6-112.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [3:0-3-9,0-2-8], [5:0-3-9,0-2-8], [6:0-2-6,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.19 0.10 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 7 7 6 7 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 44 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-1-6. (lb) - Max Horz 2=-90(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 9, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 6 except 9=337(LC 24), 10=260(LC 23), 8=260(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-9=-261/139 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-2-14 to 3-9-14, Exterior(2R) 3-9-14 to 11-4-14, Exterior(2E) 11-4-14 to 14-11-14 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 9, 10, 8. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001094 Truss PB09 Truss Type Piggyback Qty 16 Ply 1 Wedgewood 320 Shoshone Job Reference (optional) I41014354 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 07:51:21 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mvFj7NUkjCcyiGCSZEmQXszkGzi-NZEke?VgHWi3W5Vvl9gt_I6BYdl7e9l4oqKjf2zPtSq Scale = 1:22.7 1 2 3 4 5 6 4x6 2x4 2x4 2x4 5-8-115-8-11 2-10-6 2-10-6 5-8-11 2-10-6 0-5-103-2-90-1-80-5-100-1-814.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-0], [3:Edge,0-1-14], [4:0-2-10,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.13 0.05 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 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 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=4-8-8, 4=4-8-8, 6=4-8-8 Max Horz 2=82(LC 7) Max Uplift 2=-39(LC 11), 4=-35(LC 11) Max Grav 2=130(LC 1), 4=130(LC 1), 6=141(LC 3) 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 C; Enclosed; 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. April 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001094 Truss PBE01 Truss Type GABLE Qty 1 Ply 1 Wedgewood 320 Shoshone Job Reference (optional) I41014355 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 07:51:22 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mvFj7NUkjCcyiGCSZEmQXszkGzi-rlo6rLWI2qqv8F45JsB6WVfOr15yNcUE1U4GBUzPtSp Scale = 1:23.1 1 2 3 4 5 6 7 10 9 8 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5-8-115-8-11 2-10-6 2-10-6 5-8-11 2-10-6 0-5-103-2-90-1-80-5-100-1-814.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-0], [4:Edge,0-1-14], [6:0-2-10,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.03 0.02 0.05 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: 20 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 5-8-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 4-8-8. (lb) - Max Horz 2=-82(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 2, 6 except 10=-106(LC 10), 8=-105(LC 11) 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 C; Enclosed; 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) 2, 6 except (jt=lb) 10=106, 8=105. 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. April 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001094 Truss T01 Truss Type Piggyback Base Qty 10 Ply 1 Wedgewood 320 Shoshone Job Reference (optional) I41014356 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 07:51:23 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mvFj7NUkjCcyiGCSZEmQXszkGzi-JxLU3hXwp8ymlPeItaiL3jCQ5RGW6yGNF7pqjwzPtSo Scale = 1:71.7 12 3 4 5 6 7 8 9 14 13 12 11 1015 16 17 18 4x6 8x8 3x6 3x6 4x8 3x6 3x4 3x6 3x4 4x8 4x8 3x6 8-5-28-5-2 14-1-145-8-11 22-7-08-5-2 -0-10-8 0-10-8 4-0-0 4-0-0 8-5-2 4-5-2 14-1-14 5-8-11 18-7-0 4-5-2 22-7-0 4-0-0 24-5-8 1-10-8 2-8-012-6-02-8-012-6-014.00 12 Plate Offsets (X,Y)-- [4:0-3-2,0-2-0], [5:0-2-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.58 0.76 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.25 -0.40 0.02 0.01 (loc) 13-14 10-11 10 11 l/defl >999 >670 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 139 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-13,5-13,5-11: 2x4 SPF No.2, 2-14,8-10: 2x4 SPF-S Stud 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.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-13, 5-13, 6-11, 3-14, 6-10 REACTIONS. (size) 14=0-3-8, 10=0-3-8 Max Horz 14=-403(LC 8) Max Uplift 14=-73(LC 10), 10=-95(LC 11) Max Grav 14=1072(LC 2), 10=1134(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-260/217, 3-4=-789/289, 4-5=-536/257, 5-6=-790/288, 6-8=-254/251, 2-14=-313/200, 8-10=-374/248 BOT CHORD 13-14=-228/640, 11-13=-70/538, 10-11=-22/479 WEBS 3-13=-172/279, 4-13=-106/330, 5-11=-140/390, 6-11=-173/273, 3-14=-815/62, 6-10=-849/49 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 4-5-2, Exterior(2R) 4-5-2 to 19-1-14, Exterior(2E) 19-1-14 to 24-5-8 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) 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) 14, 10. 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. April 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001094 Truss T02 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 320 Shoshone Job Reference (optional) I41014357 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 07:51:24 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mvFj7NUkjCcyiGCSZEmQXszkGzi-n8vtG1XZaR5dNZDUQHDabwkbqqclrPjXUnZNGNzPtSn Scale = 1:71.7 12 3 4 5 6 7 8 13 12 11 10 914 15 16 17 4x6 8x8 3x6 4x8 3x6 3x4 3x6 3x4 4x8 4x8 3x4 8-5-28-5-2 14-1-145-8-11 22-7-08-5-2 -0-10-8 0-10-8 4-0-0 4-0-0 8-5-2 4-5-2 14-1-14 5-8-11 18-7-0 4-5-2 22-7-0 4-0-0 23-5-8 0-10-8 2-8-012-6-02-8-012-6-014.00 12 Plate Offsets (X,Y)-- [4:0-3-2,0-2-0], [5:0-2-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.58 0.76 0.45 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.25 -0.40 0.02 0.01 (loc) 12-13 9-10 9 10 l/defl >999 >671 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 137 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-12,5-12,5-10: 2x4 SPF No.2, 2-13,7-9: 2x4 SPF-S Stud 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.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-12, 5-12, 6-10, 3-13, 6-9 REACTIONS. (size) 13=0-3-8, 9=0-3-8 Max Horz 13=-383(LC 8) Max Uplift 13=-73(LC 10), 9=-73(LC 11) Max Grav 13=1076(LC 2), 9=1080(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-260/217, 3-4=-793/289, 4-5=-536/257, 5-6=-798/289, 6-7=-260/217, 2-13=-313/200, 7-9=-313/200 BOT CHORD 12-13=-238/627, 10-12=-80/527, 9-10=-32/473 WEBS 3-12=-172/279, 4-12=-106/333, 5-10=-143/402, 6-10=-172/279, 3-13=-819/61, 6-9=-825/62 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 4-5-2, Exterior(2R) 4-5-2 to 18-1-14, Exterior(2E) 18-1-14 to 23-5-8 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) 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) 13, 9. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001094 Truss T03 Truss Type Hip Qty 1 Ply 1 Wedgewood 320 Shoshone Job Reference (optional) I41014358 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 07:51:26 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mvFj7NUkjCcyiGCSZEmQXszkGzi-kW1dhjZp63LLcsNtYiF2hLquPeEHJFKqx52UKFzPtSl Scale = 1:85.1 1 2 3 4 56789 10 11 21 20 19 18 17 16 15 14 13 12 22 23 24 25 26 27 28 29 30 6x6 3x6 6x6 6x6 5x12 4x6 4x6 3x6 2x4 6x10 3x8 MT18HS 3x4 2x4 3x6 3x4 2x4 4x8 5x6 6x10 3x8 MT18HS 9-6-0 9-6-0 17-6-9 8-0-9 25-8-7 8-1-13 33-9-0 8-0-9 36-5-0 2-8-0 37-2-0 0-9-0 42-3-0 5-1-0 -0-10-8 0-10-8 4-10-4 4-10-4 9-6-0 4-7-12 17-6-9 8-0-9 25-8-7 8-1-13 33-9-0 8-0-9 36-5-0 2-8-0 37-2-0 0-9-0 42-3-0 5-1-0 0-10-1410-2-97-8-1410-4-141-10-32-0-010-2-912.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-5-15,Edge], [5:0-3-11,Edge], [9:0-3-0,0-1-15], [19:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.83 0.95 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.37 0.10 0.09 (loc) 2-21 2-21 12 17-19 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 213 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-7,7-9: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 2-20,14-18: 2x4 SPF 2100F 1.8E, 10-15: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-19,6-17,9-17: 2x4 SPF No.2, 11-12: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 3-6-4 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-8 oc purlins, except end verticals, and 2-0-0 oc purlins (4-10-0 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 9-10-10 oc bracing: 17-19 6-0-0 oc bracing: 15-16. 6-0-0 oc bracing: 13-15 WEBS 1 Row at midpt 6-19, 6-17, 8-17, 9-16, 10-16 REACTIONS. (size) 2=0-3-8, 12=0-5-8 Max Horz 2=277(LC 7) Max Uplift 2=-126(LC 7), 12=-124(LC 6) Max Grav 2=1987(LC 2), 12=1928(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2326/285, 4-5=-2136/337, 5-6=-2072/339, 6-8=-2022/320, 8-9=-2024/322, 9-10=-1892/323, 10-11=-2217/240, 11-12=-1819/200 BOT CHORD 2-21=-344/1509, 19-21=-277/1483, 17-19=-350/2071, 16-17=-139/1338, 10-13=-13/950 WEBS 4-21=-165/253, 5-21=-79/519, 5-19=-261/980, 6-19=-533/294, 8-17=-530/244, 9-17=-257/1122, 9-16=-100/335, 10-16=-1302/195, 13-16=-138/2211, 11-13=-133/1745 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 4-5-2, Exterior(2R) 4-5-2 to 16-11-15, Interior(1) 16-11-15 to 26-3-1, Exterior(2R) 26-3-1 to 33-9-0, Exterior(2E) 33-9-0 to 36-5-0, Interior(1) 36-5-0 to 36-9-10, Exterior(2E) 36-9-10 to 42-1-4 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) 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) except (jt=lb) 2=126, 12=124. 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. April 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001094 Truss T04 Truss Type Hip Qty 1 Ply 1 Wedgewood 320 Shoshone Job Reference (optional) I41014359 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 07:51:27 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mvFj7NUkjCcyiGCSZEmQXszkGzi-Cjb?u3aRtMTCE0y36PmHDZM5E2bq2jmzAln1shzPtSk Scale: 1/8"=1' 1 2 3 4 56789 10 11 21 20 19 18 17 16 15 14 13 12 22 23 24 25 26 27 3x6 6x6 3x6 5x12 6x6 3x12 5x6 5x6 6x6 3x6 3x6 4x6 4x6 3x6 2x4 3x8 3x8 3x8 5x12 4x8 3x8 5x8 6-0-46-0-4 11-10-05-9-12 20-8-88-10-8 29-7-08-10-8 31-5-01-10-0 36-5-05-0-0 42-3-05-10-0 -0-10-8 0-10-8 6-0-4 6-0-4 11-10-0 5-9-12 20-8-8 8-10-8 29-7-0 8-10-8 31-5-0 1-10-0 36-5-0 5-0-0 42-3-0 5-10-0 0-10-1412-6-97-8-1412-8-141-10-32-0-012-6-912.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-9-0,0-3-7], [2:0-3-8,Edge], [5:0-3-11,Edge], [9:0-4-0,0-0-15], [12:Edge,0-2-0], [13:0-2-8,0-1-8], [15:0-7-4,0-3-12], [17:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.70 0.87 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.43 0.10 0.08 (loc) 17-19 17-19 12 17 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 254 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-7: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 16-18: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-20,3-19,15-17,10-14,10-13,11-13: 2x3 SPF No.2 11-12: 2x4 SPF-S Stud SLIDER Left 2x10 SP No.1 3-11-5 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-15 oc purlins, except end verticals, and 2-0-0 oc purlins (4-4-12 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-19, 6-19, 6-17, 6-15, 8-14 REACTIONS. (size) 2=0-3-8, 12=0-5-8 Max Horz 2=336(LC 7) Max Uplift 2=-135(LC 10), 12=-110(LC 11) Max Grav 2=1945(LC 2), 12=1838(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2378/311, 3-5=-1991/412, 5-6=-1332/372, 6-8=-1643/362, 8-9=-1437/333, 9-10=-2125/386, 10-11=-2137/284, 11-12=-1737/231 BOT CHORD 2-20=-323/1571, 19-20=-323/1571, 17-19=-262/1680, 8-15=-101/692, 14-15=-194/1641, 13-14=-110/1708 WEBS 3-20=0/298, 3-19=-418/287, 5-19=-106/1004, 6-19=-655/232, 15-17=-279/1644, 8-14=-1060/309, 9-14=-204/1343, 10-14=-468/204, 10-13=-317/107, 11-13=-121/1681 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 4-5-2, Exterior(2R) 4-5-2 to 19-3-15, Interior(1) 19-3-15 to 23-11-1, Exterior(2R) 23-11-1 to 31-5-0, Exterior(2E) 31-5-0 to 36-5-0, Interior(1) 36-5-0 to 36-9-10, Exterior(2E) 36-9-10 to 42-1-4 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) 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) except (jt=lb) 2=135, 12=110. 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. April 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001094 Truss T05 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 320 Shoshone Job Reference (optional) I41014360 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 07:51:29 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mvFj7NUkjCcyiGCSZEmQXszkGzi-85jmJkbhP_jwTK6RDqplI_SQqrJLVckGe3G8xazPtSi Scale = 1:78.6 1 2 3 4 56789 10 11 19 18 17 16 15 14 13 12 20 21 22 23 24 255x12 4x6 4x6 5x6 3x6 5x6 5x8 6x6 3x6 4x6 2x4 6x16 4x6 3x8 2x4 3x4 5x12 3x4 3x4 3x8 10-4-210-4-2 19-11-99-7-7 29-7-09-7-7 32-10-143-3-14 36-5-03-6-2 42-3-05-10-0 5-3-5 5-3-5 10-4-2 5-0-13 16-9-1 6-4-15 23-2-1 6-4-15 29-7-0 6-4-15 32-10-14 3-3-14 36-5-0 3-6-2 42-3-0 5-10-0 0-10-147-8-1411-3-01-10-32-0-011-3-012.00 12 8.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [4:0-4-4,0-1-12], [9:0-4-4,0-1-12], [12:Edge,0-2-0], [13:0-2-8,0-1-8], [16:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.75 0.73 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.33 -0.58 0.10 0.09 (loc) 1-19 1-19 12 17 l/defl >999 >877 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 231 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-18,16-18: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 4-19,5-19,5-17,6-17,6-15: 2x4 SPF No.2, 11-12: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 3-9-14 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-2 oc purlins, except end verticals, and 2-0-0 oc purlins (4-0-11 max.): 4-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 8-15 WEBS 1 Row at midpt 5-19, 6-17, 6-15 REACTIONS. (size) 1=0-3-8, 12=0-5-8 Max Horz 1=271(LC 10) Max Uplift 1=-101(LC 10), 12=-107(LC 6) Max Grav 1=1893(LC 2), 12=1829(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2241/321, 3-4=-2056/373, 4-5=-1407/341, 5-6=-1816/363, 6-8=-1829/363, 8-9=-1832/361, 9-10=-2173/386, 10-11=-2104/276, 11-12=-1730/235 BOT CHORD 1-19=-324/1462, 17-19=-293/1742, 8-15=-301/150, 14-15=-134/1491, 13-14=-157/1691 WEBS 3-19=-219/283, 4-19=-108/1105, 5-19=-730/260, 5-17=-29/305, 6-17=-372/178, 15-17=-310/1826, 9-15=-250/975, 9-14=-114/504, 10-14=-438/188, 10-13=-338/106, 11-13=-136/1657 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 5-2-2, Exterior(2R) 5-2-2 to 15-7-12, Interior(1) 15-7-12 to 27-7-4, Exterior(2R) 27-7-4 to 32-10-14, Exterior(2E) 32-10-14 to 36-5-0, Interior(1) 36-5-0 to 36-9-10, Exterior(2E) 36-9-10 to 42-1-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) except (jt=lb) 1=101, 12=107. 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. April 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001094 Truss T06 Truss Type PIGGYBACK BASE Qty 4 Ply 1 Wedgewood 320 Shoshone Job Reference (optional) I41014361 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 07:51:30 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mvFj7NUkjCcyiGCSZEmQXszkGzi-cIH8X4cJAHrn5UhenYK_rB_eSFgTE5EPsj0hT0zPtSh Scale = 1:68.5 1 234567 8 9 10 22 21 20 19 18 17 16 15 14 13 12 11 23 24 25 26 5x6 4x8 3x6 4x6 5x6 4x6 2x4 3x6 3x6 3x6 3x6 2x4 5x6 4x10 2x4 3x8 3x8 5x12 5x8 3x4 4x10 3x6 3-0-23-0-2 10-1-157-1-13 17-3-117-1-13 24-5-87-1-13 25-6-141-1-6 29-1-03-6-2 32-7-03-6-0 34-11-02-4-0 3-0-2 3-0-2 10-1-15 7-1-13 17-3-11 7-1-13 24-5-8 7-1-13 25-6-14 1-1-6 29-1-0 3-6-2 32-7-0 3-6-0 34-11-0 2-4-0 6-2-145-8-149-3-01-10-31-0-09-3-012.00 12 8.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-1-8], [2:0-6-4,0-1-12], [7:0-4-4,0-1-12], [10:Edge,0-1-12], [16:0-7-0,0-3-8], [17:Edge,0-2-8], [18:0-2-8,0-1-8], [21:0-2-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.57 0.68 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.26 0.10 0.07 (loc) 18-19 17-18 11 18 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 197 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 6-17,9-12: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-19,5-19,5-16: 2x4 SPF No.2, 1-22,10-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-12 oc purlins, except end verticals, and 2-0-0 oc purlins (4-5-10 max.): 2-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-21, 3-19, 5-19, 5-18, 5-16, 6-15, 1-22 REACTIONS. (size) 22=0-5-8, 11=0-5-8 Max Horz 22=-208(LC 6) Max Uplift 22=-165(LC 6), 11=-105(LC 6) Max Grav 22=1557(LC 2), 11=1507(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-737/128, 2-3=-1279/229, 3-5=-1278/229, 5-6=-1421/262, 6-7=-1324/247, 7-8=-1907/283, 8-9=-2021/229, 9-10=-1802/178, 1-22=-1549/187, 10-11=-1462/137 BOT CHORD 19-21=-154/536, 18-19=-237/1535, 6-16=-74/489, 15-16=-161/1405, 14-15=-69/1640, 13-14=-95/1498, 9-13=-342/72 WEBS 2-21=-764/211, 2-19=-252/1272, 3-19=-456/215, 5-19=-416/87, 16-18=-236/1380, 6-15=-711/259, 7-15=-186/1185, 8-15=-564/178, 1-21=-157/1116, 10-13=-104/1523 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-0-2, Exterior(2R) 3-0-2 to 8-3-12, Interior(1) 8-3-12 to 20-3-4, Exterior(2R) 20-3-4 to 25-6-14, Exterior(2E) 25-6-14 to 29-1-0, Interior(1) 29-1-0 to 29-5-10, Exterior(2E) 29-5-10 to 34-9-4 zone; end vertical 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) except (jt=lb) 22=165, 11=105. 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. April 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001094 Truss T07 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 320 Shoshone Job Reference (optional) I41014362 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 07:51:32 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mvFj7NUkjCcyiGCSZEmQXszkGzi-YgOuymeaiv5VKnq0uzMSwc4yM3LmizjiK1VoYvzPtSf Scale = 1:69.3 1 23 4567 8 9 10 22 21 20 19 18 17 16 15 14 13 12 11 23 24 25 26 27 4x6 2x4 5x6 8x14 MT18HS 4x6 5x6 4x6 3x6 3x6 2x4 6x10 3x6 2x4 4x6 4x6 3x6 4x10 3x4 3x6 3x4 3x6 4x10 9-8-59-8-5 10-4-20-7-13 17-11-87-7-6 24-5-86-6-0 25-6-141-1-6 29-1-03-6-2 32-7-03-6-0 34-11-02-4-0 4-10-3 4-10-3 9-8-5 4-10-3 10-4-2 0-7-13 17-11-8 7-7-6 24-5-8 6-6-0 25-6-14 1-1-6 29-1-0 3-6-2 32-7-0 3-6-0 34-11-0 2-4-0 8-4-145-8-149-3-01-10-31-0-09-3-012.00 12 8.00 12 Plate Offsets (X,Y)-- [4:0-1-12,0-6-4], [7:0-4-4,0-1-12], [10:Edge,0-1-12], [15:0-2-8,0-1-8], [17:Edge,0-2-8], [21:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.67 0.69 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.33 -0.53 0.10 0.07 (loc) 21-22 21-22 11 18-20 l/defl >999 >781 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 202 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 19-22: 2x4 SPF 2100F 1.8E, 6-17,9-12: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-22,2-21,4-18: 2x4 SPF No.2, 10-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-12 oc purlins, except end verticals, and 2-0-0 oc purlins (4-0-13 max.): 1-3, 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 6-16 WEBS 1 Row at midpt 1-22, 2-22, 3-21, 5-18, 5-16, 3-20 REACTIONS. (size) 22=0-5-8, 11=0-5-8 Max Horz 22=-251(LC 11) Max Uplift 22=-261(LC 6), 11=-105(LC 6) Max Grav 22=1577(LC 2), 11=1507(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1376/205, 3-4=-1774/262, 4-5=-1535/271, 5-6=-1394/254, 6-7=-1393/253, 7-8=-1899/277, 8-9=-2025/224, 9-10=-1801/174, 10-11=-1461/133 BOT CHORD 21-22=-120/802, 20-21=-141/1382, 18-20=-150/1319, 6-16=-261/138, 15-16=-84/1302, 14-15=-68/1645, 13-14=-85/1495, 9-13=-348/71 WEBS 2-22=-1533/297, 2-21=-112/1177, 3-21=-584/229, 4-20=-45/724, 4-18=-95/430, 5-18=-358/174, 16-18=-169/1410, 5-16=-284/96, 7-16=-183/648, 7-15=-78/618, 8-15=-594/176, 10-13=-100/1521, 3-20=-795/22 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-4 to 5-4-14, Interior(1) 5-4-14 to 9-8-5, Exterior(2R) 9-8-5 to 15-7-12, Interior(1) 15-7-12 to 20-3-4, Exterior(2R) 20-3-4 to 25-6-14, Exterior(2E) 25-6-14 to 29-1-0, Interior(1) 29-1-0 to 29-5-10, Exterior(2E) 29-5-10 to 34-9-4 zone; end vertical right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss 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) except (jt=lb) 22=261, 11=105. 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. April 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001094 Truss T08 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 320 Shoshone Job Reference (optional) I41014363 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 07:51:34 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mvFj7NUkjCcyiGCSZEmQXszkGzi-V3WfMSfqEWLDa5_P0NPw?19HOs0TAqp?nL_vcnzPtSd Scale = 1:76.3 1 2 3456 7 8 9 21 20 19 18 17 16 15 14 13 12 11 10 22 23 24 25 3x8 MT18HS 5x6 6x6 5x10 MT18HS 4x6 5x6 4x6 3x6 3x4 3x6 3x6 2x4 5x6 4x6 4x10 3x4 5x12 4x8 3x4 3x6 4x10 7-4-57-4-5 10-4-22-11-13 17-11-87-7-6 24-5-86-6-0 25-6-141-1-6 29-1-03-6-2 32-7-03-6-0 34-11-02-4-0 7-4-5 7-4-5 10-4-2 2-11-13 17-11-8 7-7-6 24-5-8 6-6-0 25-6-14 1-1-6 29-1-0 3-6-2 32-7-0 3-6-0 34-11-0 2-4-0 6-0-145-8-149-3-01-10-31-0-09-3-012.00 12 8.00 12 Plate Offsets (X,Y)-- [3:0-8-4,0-1-12], [6:0-4-4,0-1-12], [9:Edge,0-1-12], [15:0-6-12,0-3-8], [16:Edge,0-2-8], [18:0-2-8,0-2-0], [20:0-2-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.76 0.74 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.35 0.10 0.08 (loc) 17-18 17-18 10 17 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 187 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-2: 2x4 SPF 2100F 1.8E, 2-3: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-16,8-11: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-17: 2x4 SPF No.2, 9-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-15 oc purlins, except end verticals, and 2-0-0 oc purlins (3-10-14 max.): 1-2, 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-21, 4-17, 4-15, 5-14 REACTIONS. (size) 21=0-5-8, 10=0-5-8 Max Horz 21=-206(LC 6) Max Uplift 21=-187(LC 6), 10=-86(LC 11) Max Grav 21=1550(LC 2), 10=1498(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-21=-1405/223, 1-2=-1540/195, 2-3=-1880/309, 3-4=-1522/304, 4-5=-1402/281, 5-6=-1314/268, 6-7=-1892/312, 7-8=-2007/256, 8-9=-1791/200, 9-10=-1453/154 BOT CHORD 18-20=-191/1558, 17-18=-181/1281, 5-15=-72/523, 14-15=-127/1387, 13-14=-72/1629, 12-13=-96/1488, 8-12=-343/77 WEBS 1-20=-249/1957, 2-20=-1036/231, 2-18=-609/136, 3-18=-65/768, 3-17=-127/441, 4-17=-391/197, 15-17=-188/1392, 4-15=-250/99, 5-14=-658/211, 6-14=-160/1121, 7-14=-565/178, 9-12=-122/1514 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-4 to 5-4-14, Interior(1) 5-4-14 to 7-4-5, Exterior(2R) 7-4-5 to 15-7-12, Interior(1) 15-7-12 to 20-3-4, Exterior(2R) 20-3-4 to 25-6-14, Exterior(2E) 25-6-14 to 29-1-0, Interior(1) 29-1-0 to 29-5-10, Exterior(2E) 29-5-10 to 34-9-4 zone; end vertical right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss 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) 10 except (jt=lb) 21=187. 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. April 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001094 Truss T09 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 320 Shoshone Job Reference (optional) I41014364 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 07:51:36 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mvFj7NUkjCcyiGCSZEmQXszkGzi-RSePn8h4l7bwpP8o7oRO5SEb0gh1emsIFfT0hgzPtSb Scale = 1:77.4 1 2 3456 7 8 9 21 20 19 18 17 16 15 14 13 12 11 10 22 23 24 3x8 MT18HS 5x8 4x10 10x16 MT18HS 4x6 5x6 4x6 3x6 3x6 3x6 3x6 2x4 5x8 3x6 4x10 3x4 5x12 4x8 3x4 3x6 4x10 5-0-55-0-5 10-4-25-3-13 17-11-87-7-6 24-5-86-6-0 25-6-141-1-6 29-1-03-6-2 32-7-03-6-0 34-11-02-4-0 5-0-5 5-0-5 10-4-2 5-3-13 17-11-8 7-7-6 24-5-8 6-6-0 25-6-14 1-1-6 29-1-0 3-6-2 32-7-0 3-6-0 34-11-0 2-4-0 3-8-145-8-149-3-01-10-31-0-09-3-012.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-5-0,0-1-14], [3:1-2-4,0-1-12], [6:0-4-4,0-1-12], [9:Edge,0-1-12], [15:0-6-12,0-3-8], [16:Edge,0-2-8], [18:0-2-8,0-1-8], [20:0-2-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.82 0.80 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.34 0.11 0.08 (loc) 17-18 17-18 10 17-18 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 178 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-16,8-11: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-17: 2x4 SPF No.2, 9-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-15 oc purlins, except end verticals, and 2-0-0 oc purlins (3-8-15 max.): 1-2, 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-17, 4-15, 5-14 REACTIONS. (size) 21=0-5-8, 10=0-5-8 Max Horz 21=-213(LC 6) Max Uplift 21=-115(LC 10), 10=-93(LC 11) Max Grav 21=1514(LC 2), 10=1496(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-21=-1431/208, 1-2=-1820/241, 2-3=-1890/313, 3-4=-1518/331, 4-5=-1400/300, 5-6=-1313/285, 6-7=-1890/336, 7-8=-2005/278, 8-9=-1790/218, 9-10=-1451/169 BOT CHORD 18-20=-245/1851, 17-18=-198/1271, 5-15=-79/522, 14-15=-136/1385, 13-14=-90/1627, 12-13=-109/1487, 8-12=-343/81 WEBS 1-20=-294/2212, 2-20=-1130/237, 2-18=-701/178, 3-18=-18/678, 3-17=-165/458, 4-17=-410/219, 15-17=-201/1387, 5-14=-655/217, 6-14=-178/1119, 7-14=-565/179, 9-12=-138/1512 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-4 to 5-0-5, Exterior(2R) 5-0-5 to 15-7-12, Interior(1) 15-7-12 to 20-3-4, Exterior(2R) 20-3-4 to 25-6-14, Exterior(2E) 25-6-14 to 29-1-0, Interior(1) 29-1-0 to 29-5-10, Exterior(2E) 29-5-10 to 34-9-4 zone; end vertical right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss 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) 10 except (jt=lb) 21=115. 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. April 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001094 Truss T10 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 320 Shoshone Job Reference (optional) I41014365 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 07:51:37 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mvFj7NUkjCcyiGCSZEmQXszkGzi-veCn?UhiWRjnRZj_hWyddgnmN46sNCqRTJCZD6zPtSa Scale = 1:70.9 1 2 3 456 7 8 18 17 16 15 14 13 12 11 10 9 19 20 21 22 3x8 MT18HS 4x10 6x6 5x10 MT18HS 4x6 5x6 5x8 3x6 4x10 3x6 3x6 3x6 2x4 3x8 3x4 3x6 3x4 3x6 2-8-52-8-5 5-6-02-9-11 10-4-24-10-2 17-11-87-7-6 25-6-147-7-6 29-1-03-6-2 34-11-05-10-0 2-8-5 2-8-5 5-6-0 2-9-11 10-4-2 4-10-2 17-11-8 7-7-6 25-6-14 7-7-6 29-1-0 3-6-2 34-11-0 5-10-0 1-4-145-8-149-3-01-10-39-3-012.00 12 8.00 12 Plate Offsets (X,Y)-- [4:0-8-4,0-1-12], [6:0-4-4,0-1-12], [8:0-3-8,Edge], [10:0-2-8,0-1-8], [15:0-2-8,0-1-8], [16:0-2-8,0-1-8], [17:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.78 0.50 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.28 0.05 0.07 (loc) 13-15 13-15 9 15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 171 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 2-4: 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 1-17,4-13,6-13: 2x4 SPF No.2, 8-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-11 oc purlins, except end verticals, and 2-0-0 oc purlins (3-1-11 max.): 1-2, 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-13 REACTIONS. (size) 18=0-5-8, 9=0-5-8 Max Horz 18=249(LC 7) Max Uplift 18=-109(LC 10), 9=-97(LC 11) Max Grav 18=1538(LC 2), 9=1542(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-1424/183, 1-2=-2976/364, 2-3=-2573/353, 3-4=-1930/348, 4-5=-1575/343, 5-6=-1573/343, 6-7=-1767/342, 7-8=-1739/247, 8-9=-1440/205 BOT CHORD 16-17=-381/3099, 15-16=-281/1826, 13-15=-210/1305, 11-13=-96/1214, 10-11=-81/1385 WEBS 1-17=-367/3165, 2-17=-1331/198, 2-16=-1382/175, 3-16=-27/679, 4-15=-68/718, 4-13=-175/473, 5-13=-504/243, 6-13=-183/602, 6-11=-91/594, 7-11=-400/190, 7-10=-257/81, 8-10=-84/1339, 3-15=-714/237 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-4 to 2-8-5, Interior(1) 2-8-5 to 5-0-8, Exterior(2R) 5-0-8 to 15-7-12, Interior(1) 15-7-12 to 20-3-4, Exterior(2R) 20-3-4 to 25-6-14, Exterior(2E) 25-6-14 to 29-1-0, Interior(1) 29-1-0 to 29-5-10, Exterior(2E) 29-5-10 to 34-9-4 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) 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) 9 except (jt=lb) 18=109. 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. April 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001094 Truss T11 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 320 Shoshone Job Reference (optional) I41014366 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 07:51:38 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mvFj7NUkjCcyiGCSZEmQXszkGzi-Nql9CpiLHlre3iIAFDTsAtKxoUWD6lybizy7lZzPtSZ Scale = 1:62.3 1 2 345 6 7 23 22 20 18 13 12 10 8 24 25 26 21 27 19 17 28 16 15 14 11 9 4x6 4x6 5x6 4x6 3x6 3x6 2x4 3x4 3x8 2x4 3x4 3x4 3x8 2x4 3x6 3-11-0 3-11-0 4-4-6 0-5-6 8-7-10 4-3-4 10-7-8 1-11-14 15-6-0 4-10-8 16-3-0 0-9-0 16-4-0 0-1-0 17-2-0 0-10-0 20-7-0 3-5-0 21-11-8 1-4-8 23-10-6 1-10-14 26-1-0 2-2-10 26-7-8 0-6-8 27-4-8 0-9-0 27-5-8 0-1-0 30-10-0 3-4-8 32-9-0 1-11-0 4-4-6 4-4-6 8-7-10 4-3-4 16-3-0 7-7-6 23-10-6 7-7-6 27-4-8 3-6-2 32-9-0 5-4-8 0-7-65-8-149-3-02-1-149-3-012.00 12 8.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [1:0-1-1,0-3-7], [1:0-0-9,0-0-9], [3:0-4-4,0-1-12], [5:0-4-4,0-1-12], [7:0-3-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.80 0.17 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.01 0.00 (loc) 19-21 19-21 10 12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 153 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-18,5-18: 2x4 SPF No.2, 7-8: 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-22, 3-18, 4-18, 5-18, 5-12 REACTIONS.All bearings 0-3-8 except (jt=length) 23=7-0-0, 22=7-0-0, 18=1-8-0, 10=1-8-0, 10=1-8-0, 8=2-2-8, 15=1-8-0. (lb) - Max Horz 23=223(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 23, 22, 8 except 18=-381(LC 6), 10=-123(LC 11), 15=-117(LC 18) Max Grav All reactions 250 lb or less at joint(s) 8, 21, 17, 16, 14, 11, 9 except 23=606(LC 25), 22=301(LC 17), 18=703(LC 1), 10=414(LC 18), 10=362(LC 1), 19=328(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-44/312 BOT CHORD 22-23=-256/139 WEBS 2-23=-456/74, 3-22=-298/24, 4-18=-535/249, 5-18=-278/74, 6-10=-338/120 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 5-3-10, Exterior(2R) 5-3-10 to 13-11-4, Interior(1) 13-11-4 to 18-6-12, Exterior(2R) 18-6-12 to 23-10-6, Exterior(2E) 23-10-6 to 32-7-4 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) 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) 23, 22, 8 except (jt=lb) 18=381, 10=123, 15=117. 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. April 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001094 Truss T12 Truss Type Piggyback Base Qty 2 Ply 1 Wedgewood 320 Shoshone Job Reference (optional) I41014367 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 07:51:40 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mvFj7NUkjCcyiGCSZEmQXszkGzi-JDtwdVkbpM6MI0SZMeVKFIPHWH4iabBt9HRDqRzPtSX Scale = 1:70.0 1 2 3 4 5 678 9 10 17 16 15 14 13 12 11 18 19 20 21 22 23 3x6 4x8 4x8 5x6 5x6 5x12 4x6 4x6 3x6 3x4 2x4 2x4 3x8 3x4 3x6 3x4 3x6 10-4-210-4-2 17-11-87-7-6 25-6-147-7-6 29-1-03-6-2 34-11-05-10-0 -0-10-8 0-10-8 5-3-5 5-3-5 10-4-2 5-0-13 17-11-8 7-7-6 25-6-14 7-7-6 29-1-0 3-6-2 34-11-0 5-10-0 0-10-147-8-1411-3-03-10-311-3-012.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-5-15,Edge], [6:0-6-4,0-1-12], [8:0-6-4,0-1-12], [10:0-3-0,0-1-8], [12:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.79 0.68 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.36 -0.60 0.05 0.04 (loc) 2-17 2-17 11 15 l/defl >999 >691 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 189 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-16: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 4-17,9-13,9-12,10-12: 2x3 SPF No.2, 10-11: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 3-9-14 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-1 oc purlins, except end verticals, and 2-0-0 oc purlins (4-3-14 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-15, 9-13 REACTIONS. (size) 2=0-3-8, 11=Mechanical Max Horz 2=333(LC 7) Max Uplift 2=-118(LC 10), 11=-95(LC 11) Max Grav 2=1639(LC 2), 11=1560(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1835/287, 4-6=-1652/340, 6-7=-1309/342, 7-8=-1309/342, 8-9=-1481/349, 9-10=-1304/234, 10-11=-1463/209 BOT CHORD 2-17=-317/1259, 15-17=-230/1111, 13-15=-121/1009, 12-13=-65/1027 WEBS 4-17=-239/280, 6-17=-89/604, 6-15=-205/415, 7-15=-523/250, 8-15=-194/569, 8-13=-100/434, 9-12=-508/88, 10-12=-65/1179 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 4-5-2, Interior(1) 4-5-2 to 5-0-8, Exterior(2R) 5-0-8 to 15-7-12, Interior(1) 15-7-12 to 20-3-4, Exterior(2R) 20-3-4 to 25-6-14, Exterior(2E) 25-6-14 to 29-1-0, Interior(1) 29-1-0 to 29-5-10, Exterior(2E) 29-5-10 to 34-9-4 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) 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) 11 except (jt=lb) 2=118. 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. April 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001094 Truss T13 Truss Type PIGGYBACK BASE Qty 4 Ply 1 Wedgewood 320 Shoshone Job Reference (optional) I41014368 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 07:51:43 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mvFj7NUkjCcyiGCSZEmQXszkGzi-koZ2FXmT6HUx9UA82m31tw1rcV37nwMKsFfuRmzPtSU Scale = 1:78.6 1 2 3 4 5 6 78910 11 12 21 20 19 18 17 16 15 14 13 27 28 22 23 24 25 26 5x12 4x6 4x6 3x4 4x10 2x4 2x4 8x8 5x8 2x4 3x6 3x6 8x10 3x6 3x6 5x12 3x4 5x10 MT18HS 4x6 1-2-4 1-2-4 2-2-0 0-11-12 10-4-2 8-2-2 16-5-0 6-0-14 25-6-14 9-1-14 34-11-0 9-4-2 -0-10-8 0-10-8 1-2-4 1-2-4 2-2-0 0-11-12 5-6-0 3-4-0 10-4-2 4-10-2 16-5-0 6-0-14 20-11-15 4-6-15 25-6-14 4-6-15 30-1-11 4-6-13 34-11-0 4-9-5 0-10-1411-3-01-10-141-0-011-3-012.00 12 Plate Offsets (X,Y)-- [2:0-4-13,0-0-11], [4:0-0-0,0-1-12], [6:0-2-8,0-1-8], [7:0-4-4,0-1-12], [10:0-4-4,0-1-12], [17:0-2-0,0-2-4], [18:0-2-8,0-1-8], [19:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.61 0.89 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.32 -0.51 0.13 0.07 (loc) 13-14 13-14 13 18-19 l/defl >999 >821 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 200 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-20: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 7-17,9-17,9-14,10-14: 2x4 SPF No.2, 12-13: 2x4 SPF-S Stud SLIDER Left 2x8 SP 2400F 2.0E 1-1-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-12 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-15 max.): 7-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 20-21. 1 Row at midpt 8-17 WEBS 1 Row at midpt 9-14, 11-13 REACTIONS. (size) 2=0-3-8, 13=Mechanical Max Horz 2=280(LC 7) Max Uplift 2=-118(LC 10), 13=-87(LC 11) Max Grav 2=1565(LC 2), 13=1543(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1759/235, 3-5=-2555/380, 5-6=-2585/443, 6-7=-1727/390, 7-8=-1352/386, 8-9=-1344/386, 9-10=-995/326, 10-11=-1478/365, 11-12=-292/129, 12-13=-280/127 BOT CHORD 2-21=-273/1071, 18-19=-307/1454, 17-18=-200/1178, 8-17=-353/171, 13-14=-118/954 WEBS 3-21=-1224/268, 19-21=-348/1594, 3-19=-183/1106, 6-19=-228/907, 6-18=-448/288, 7-18=-101/663, 7-17=-205/434, 14-17=-167/1077, 9-17=-108/374, 9-14=-613/247, 10-14=-130/759, 11-14=-129/259, 11-13=-1401/206 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 4-5-2, Exterior(2R) 4-5-2 to 29-5-10, Exterior(2E) 29-5-10 to 34-9-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 19 = 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13 except (jt=lb) 2=118. 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. April 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001094 Truss T14 Truss Type Hip Qty 1 Ply 1 Wedgewood 320 Shoshone Job Reference (optional) I41014369 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 07:51:45 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mvFj7NUkjCcyiGCSZEmQXszkGzi-gAhpgDokeukfOnKW9B5VyL66YIm6FnVdJZ8_VfzPtSS Scale = 1:80.2 1 2 3 4 567 8 9 17 16 15 14 13 12 11 10 18 19 20 21 22 3x6 6x6 6x6 3x6 5x12 5x6 5x6 3x6 3x6 2x4 3x4 2x4 3x8 3x4 4x6 5x10 MT18HS 3x6 6-0-46-0-4 11-10-05-9-12 17-11-86-1-8 24-1-06-1-8 34-11-010-10-0 -0-10-8 0-10-8 6-0-4 6-0-4 11-10-0 5-9-12 17-11-8 6-1-8 24-1-0 6-1-8 29-4-12 5-3-12 34-11-0 5-6-4 0-10-1412-6-912-8-141-10-1412-6-912.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5:0-3-11,Edge], [7:0-3-11,Edge], [10:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.90 0.73 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.43 -0.70 0.05 0.04 (loc) 10-11 10-11 10 2-16 l/defl >961 >594 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 203 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 10-12: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-16,3-15,8-11,8-10: 2x3 SPF No.2, 9-10: 2x4 SPF-S Stud SLIDER Left 2x8 SP 2400F 2.0E 3-11-5 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-5 oc purlins, except end verticals, and 2-0-0 oc purlins (5-1-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-15, 6-13, 7-13, 8-11, 8-10 REACTIONS. (size) 2=0-3-8, 10=Mechanical Max Horz 2=343(LC 7) Max Uplift 2=-128(LC 10), 10=-98(LC 11) Max Grav 2=1650(LC 2), 10=1615(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1984/308, 3-5=-1588/412, 5-6=-1173/390, 6-7=-1173/390, 7-8=-1530/395, 8-9=-391/151, 9-10=-361/140 BOT CHORD 2-16=-263/1379, 15-16=-263/1379, 13-15=-188/1077, 11-13=-79/1011, 10-11=-69/1017 WEBS 3-16=0/320, 3-15=-452/286, 5-15=-136/616, 5-13=-194/357, 6-13=-441/204, 7-13=-201/419, 7-11=-117/540, 8-11=-168/297, 8-10=-1405/170 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 4-5-2, Exterior(2R) 4-5-2 to 29-5-13, Exterior(2E) 29-5-13 to 34-9-4 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) 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10 except (jt=lb) 2=128. 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. April 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001094 Truss T15 Truss Type Hip Qty 1 Ply 1 Wedgewood 320 Shoshone Job Reference (optional) I41014370 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 07:51:46 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mvFj7NUkjCcyiGCSZEmQXszkGzi-8NEBuYoMPCsW0xvjjvckUZfLBi4X_KImYDuY15zPtSR Scale = 1:65.1 1 2 3 4 5678 9 10 16 15 14 13 12 11 17 18 19 20 21 22 23 24 25 26 6x6 3x12 3x4 5x12 4x6 4x6 3x6 3x4 2x4 2x4 3x8 5x6 3x4 4x6 4x8 3x6 9-6-09-6-0 17-11-88-5-8 26-5-08-5-8 34-11-08-6-0 -0-10-8 0-10-8 4-10-4 4-10-4 9-6-0 4-7-12 17-11-8 8-5-8 26-5-0 8-5-8 31-0-12 4-7-12 34-11-0 3-10-4 0-10-1410-2-910-4-141-10-1410-2-912.00 12 Plate Offsets (X,Y)-- [2:0-5-15,Edge], [5:0-3-11,Edge], [8:0-3-0,0-1-15], [9:0-2-6,0-2-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.65 0.85 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.34 0.06 0.05 (loc) 2-16 2-16 11 14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 167 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-7,7-8: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 2-15: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 5-14,8-14: 2x4 SPF No.2, 10-11: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 3-6-4 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins, except end verticals, and 2-0-0 oc purlins (5-7-8 max.): 5-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-14, 9-11 REACTIONS. (size) 2=0-3-8, 11=Mechanical Max Horz 2=256(LC 7) Max Uplift 2=-113(LC 10), 11=-81(LC 11) Max Grav 2=1638(LC 2), 11=1594(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1866/303, 4-5=-1679/356, 5-6=-1467/371, 6-8=-1465/370, 8-9=-1567/332 BOT CHORD 2-16=-265/1232, 14-16=-193/1156, 12-14=-80/1060, 11-12=-116/958 WEBS 4-16=-178/254, 5-16=-77/553, 5-14=-208/536, 6-14=-612/282, 8-14=-208/668, 8-12=-60/367, 9-12=-95/268, 9-11=-1539/219 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 4-5-2, Exterior(2R) 4-5-2 to 16-11-15, Interior(1) 16-11-15 to 18-11-1, Exterior(2R) 18-11-1 to 29-5-10, Exterior(2E) 29-5-10 to 34-9-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) 11 except (jt=lb) 2=113. 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. April 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001094 Truss T16 Truss Type Piggyback Base Qty 3 Ply 1 Wedgewood 320 Shoshone Job Reference (optional) I41014371 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 07:51:49 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mvFj7NUkjCcyiGCSZEmQXszkGzi-ZywKWarEh7E4tPeHO1AR6BHwav8uBgOCEA6CeQzPtSO Scale = 1:82.3 1 2 3 4 5 67 8 9 10 11 12 13 14 15 16 17 18 19 29 28 27 26 25 24 23 22 21 20 30 31 32 33 4x6 4x8 4x6 4x6 4x6 6x6 4x6 5x6 4x6 4x6 4x6 4x6 4x10 4x6 4x6 3x6 3x8 2x4 3x8 4x8 4x8 4x8 3x8 4x6 3x4 3x6 2x4 3x6 8-5-2 8-5-2 15-5-5 7-0-2 18-3-15 2-10-10 21-4-3 3-0-4 24-9-4 3-5-1 24-9-7 0-0-3 28-1-3 3-3-12 30-0-2 1-10-15 32-7-8 2-7-6 -0-10-8 0-10-8 4-3-13 4-3-13 8-5-2 4-1-5 14-1-14 5-8-11 15-5-5 1-3-7 16-10-1 1-4-12 18-3-15 1-5-14 19-10-7 1-6-8 21-4-3 1-5-12 22-11-5 1-7-2 24-9-7 1-10-2 26-4-9 1-7-2 28-1-3 1-8-10 30-0-2 1-10-15 31-10-3 1-10-0 32-7-8 0-9-5 33-6-0 0-10-8 1-0-149-4-148-1-156-11-135-10-145-0-04-1-103-3-42-7-112-0-131-6-91-2-010-10-141-0-1010-10-1414.00 12 10.69 12 9.50 12 8.38 12 7.38 12 6.50 12 5.63 124.75 124.00 12 3.25 122.50 121.75 12 Plate Offsets (X,Y)-- [5:0-3-2,0-2-0], [6:0-4-12,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.45 0.74 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.32 0.02 0.03 (loc) 2-29 2-29 23 25 l/defl >999 >946 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 193 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-29,6-29,6-27: 2x4 SPF No.2, 18-20: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 3-6-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 22-23. WEBS 1 Row at midpt 6-29, 7-27 REACTIONS. (size) 2=0-3-8, 23=0-3-8, 20=0-9-4 Max Horz 2=-299(LC 8) Max Uplift 2=-79(LC 10), 23=-235(LC 11), 20=-175(LC 7) Max Grav 2=1121(LC 2), 23=1623(LC 2), 20=231(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1119/311, 4-5=-972/415, 5-6=-590/364, 6-7=-984/507, 7-8=-914/391, 8-9=-866/344, 9-10=-840/283, 10-11=-594/183, 11-12=-567/139, 12-13=-132/432, 13-14=-162/430 BOT CHORD 2-29=-128/789, 27-29=0/631, 25-27=0/707, 24-25=0/644, 23-24=0/274, 22-23=-287/177 WEBS 4-29=-196/316, 5-29=-131/449, 6-27=-235/649, 10-24=-466/124, 12-24=-146/729, 12-23=-1326/331, 14-22=-186/346 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 4-2-12, Exterior(2R) 4-2-12 to 14-1-14, Exterior(2E) 14-1-14 to 15-5-5, Interior(1) 15-5-5 to 31-10-3, Exterior(2E) 31-10-3 to 33-6-0 zone; end vertical left and right exposed; porch 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 except (jt=lb) 23=235, 20=175. 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. April 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001094 Truss T17 Truss Type Common Qty 2 Ply 1 Wedgewood 320 Shoshone Job Reference (optional) I41014372 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 07:51:51 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mvFj7NUkjCcyiGCSZEmQXszkGzi-VK24xGsVDkUo6ingWSCvBcMEbjnBfZFVhUbJjIzPtSM Scale = 1:70.2 12 3 4 5 6 7 11 10 9 812 13 14 4x6 3x8 3x8 3x4 3x4 3x6 4x8 4x8 3x6 9-1-49-1-4 18-2-89-1-4 -0-10-8 0-10-8 4-7-14 4-7-14 9-1-4 4-5-6 13-6-10 4-5-6 18-2-8 4-7-14 19-1-0 0-10-8 1-0-1411-8-51-0-1414.00 12 Plate Offsets (X,Y)-- [4:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.54 0.88 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.33 0.01 0.01 (loc) 9-11 9-11 8 9-11 l/defl >999 >642 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 94 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-9: 2x4 SPF No.2, 2-11,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 11=0-10-0, 8=0-10-0 Max Horz 11=-344(LC 8) Max Uplift 11=-92(LC 11), 8=-92(LC 10) Max Grav 11=890(LC 18), 8=890(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-489/228, 3-4=-687/251, 4-5=-687/251, 5-6=-487/228, 2-11=-498/228, 6-8=-497/228 BOT CHORD 9-11=-137/619, 8-9=-2/507 WEBS 4-9=-259/676, 5-9=-296/287, 3-9=-296/287, 3-11=-486/68, 5-8=-487/67 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 4-6-13, Exterior(2R) 4-6-13 to 13-7-11, Exterior(2E) 13-7-11 to 19-1-0 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) 11, 8. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001094 Truss T18 Truss Type Common Qty 3 Ply 1 Wedgewood 320 Shoshone Job Reference (optional) I41014373 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 07:51:51 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mvFj7NUkjCcyiGCSZEmQXszkGzi-VK24xGsVDkUo6ingWSCvBcMEMjnnfYNVhUbJjIzPtSM Scale = 1:72.0 12 3 4 5 6 10 9 8 711 12 13 14 4x6 2x4 3x6 3x4 3x8 3x6 3x6 4x8 3x8 9-1-49-1-4 17-8-08-6-12 -0-10-8 0-10-8 4-7-14 4-7-14 9-1-4 4-5-6 13-6-10 4-5-6 17-8-0 4-1-6 1-0-1411-8-51-8-714.00 12 Plate Offsets (X,Y)-- [4:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.56 0.84 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.35 0.01 0.15 (loc) 8-10 8-10 7 8-10 l/defl >972 >592 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 91 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-8: 2x4 SPF No.2, 2-10,6-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-8 REACTIONS. (size) 10=0-10-0, 7=0-3-8 Max Horz 10=339(LC 7) Max Uplift 10=-89(LC 11), 7=-91(LC 10) Max Grav 10=837(LC 2), 7=783(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-414/385, 3-4=-605/431, 4-5=-604/430, 2-10=-441/340 BOT CHORD 8-10=-233/527, 7-8=-80/386 WEBS 3-8=-302/287, 4-8=-530/567, 5-8=-268/275, 3-10=-440/92, 5-7=-578/111 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 4-6-13, Exterior(2R) 4-6-13 to 12-2-10, Exterior(2E) 12-2-10 to 17-6-4 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) 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) 10, 7. 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. April 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001094 Truss T19 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 320 Shoshone Job Reference (optional) I41014374 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 07:51:52 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mvFj7NUkjCcyiGCSZEmQXszkGzi-zXcS8ct7_2cfksMs39j8kqvR97JGO9qfw8LsFlzPtSL Scale = 1:36.4 1 2 3 6 5 4 2x4 3x4 5x6 3x6 4x6 3x4 2-6-152-6-15 6-0-83-5-9 2-6-15 2-6-15 6-0-8 3-5-9 2-0-66-0-142-0-614.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.36 0.12 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 -0.00 0.01 (loc) 4-5 4-5 4 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 28 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 6=0-4-0, 4=Mechanical Max Horz 6=214(LC 7) Max Uplift 6=-75(LC 6), 4=-99(LC 7) Max Grav 6=257(LC 18), 4=274(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-267/93 WEBS 1-5=-75/329, 2-4=-334/153 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 C; Enclosed; 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 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001094 Truss T20 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 320 Shoshone Job Reference (optional) I41014375 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 07:51:53 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mvFj7NUkjCcyiGCSZEmQXszkGzi-Rj9qMyullMkWM0x3dtENH1Rc?Xdg7aGo9o4PnBzPtSK Scale = 1:36.4 1 2 3 6 5 4 2x4 3x4 5x12 2x4 3x4 1-8-101-8-10 6-0-84-3-14 1-8-10 1-8-10 6-0-8 4-3-14 0-10-116-0-140-10-1114.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.35 0.24 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.04 0.00 0.01 (loc) 4-5 4-5 4 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 26 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 6=0-4-0, 4=Mechanical Max Horz 6=199(LC 10) Max Uplift 4=-151(LC 10) Max Grav 6=233(LC 1), 4=262(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-458/0 BOT CHORD 4-5=-107/480 WEBS 1-5=0/459, 2-4=-478/102 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=151. 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. April 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001094 Truss T21 Truss Type COMMON Qty 5 Ply 1 Wedgewood 320 Shoshone Job Reference (optional) I41014376 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 07:51:54 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mvFj7NUkjCcyiGCSZEmQXszkGzi-vvjDZIvNWfsNzAWFBalcpF_hcwyIs2zxNSqzKdzPtSJ Scale = 1:57.5 1 2 3 45 8 7 6 4x6 2x4 2x4 3x8 8x8 8x8 6-3-86-3-8 12-7-06-3-8 -0-10-8 0-10-8 6-3-8 6-3-8 12-7-0 6-3-8 13-5-8 0-10-8 2-2-09-6-12-2-014.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-5], [4:Edge,0-1-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.75 0.28 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.06 0.00 -0.01 (loc) 6-7 6-7 6 6-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 61 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-8,4-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 8=0-3-8, 6=0-3-8 Max Horz 8=297(LC 9) Max Uplift 8=-76(LC 11), 6=-76(LC 10) Max Grav 8=553(LC 1), 6=553(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-427/153, 3-4=-427/153, 2-8=-498/126, 4-6=-498/126 BOT CHORD 7-8=-306/361 WEBS 2-7=-137/261, 4-7=-139/262 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 4-5-2, Exterior(2R) 4-5-2 to 8-1-14, Exterior(2E) 8-1-14 to 13-5-8 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) The Fabrication Tolerance at joint 2 = 16%, joint 4 = 16% 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001094 Truss T22 Truss Type Roof Special Qty 3 Ply 1 Wedgewood 320 Shoshone Job Reference (optional) I41014377 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 07:51:55 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mvFj7NUkjCcyiGCSZEmQXszkGzi-N5Hbmdv?Hz_EbK5RlIHrMSXw8KF1bUw5c6ZWs4zPtSI Scale = 1:61.9 1 2 3 4 5 6 7 8 13 12 11 10 9 14 4x6 8x8 4x6 3x12 4x6 3x6 2x4 2x4 3x8 2x4 8x10 3x8 8-3-8 8-3-8 9-7-8 1-4-0 9-8-0 0-0-8 11-4-0 1-8-0 17-7-0 6-3-0 -0-10-8 0-10-8 4-3-0 4-3-0 8-3-8 4-0-8 9-8-0 1-4-8 11-4-0 1-8-0 17-7-0 6-3-0 0-10-149-2-66-1-1410-3-84-1-81-1-212.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-5-15,Edge], [8:0-3-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.51 0.50 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.22 0.00 0.01 (loc) 2-13 2-13 9 2-13 l/defl >999 >533 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 99 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 6-11: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 8-9: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 3-1-2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 2=0-3-8, 9=Mechanical, 12=0-3-8 Max Horz 2=227(LC 10) Max Uplift 2=-21(LC 10), 12=-149(LC 11) Max Grav 2=504(LC 1), 9=381(LC 1), 12=562(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-430/82, 4-5=-276/135, 8-9=-326/78 BOT CHORD 2-13=-127/337, 6-12=-281/33 WEBS 4-13=-232/274, 6-13=-19/275, 7-12=-269/223 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 4-1-13, Exterior(2R) 4-1-13 to 8-3-8, Exterior(2E) 8-3-8 to 11-4-0, Interior(1) 11-4-0 to 12-1-10, Exterior(2E) 12-1-10 to 17-5-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 12=149. 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. April 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001094 Truss TG01 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 320 Shoshone Job Reference (optional) I41014378 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 07:51:57 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mvFj7NUkjCcyiGCSZEmQXszkGzi-KUPLBJxFpaFyqdFqsjJJRtcCj8s53CGO4Q2dwyzPtSG Scale = 1:83.7 1 2 3 4 56 78910 11 21 20 19 18 17 16 15 14 13 12 22 23 2425 26 27 28 29 30 31 32 33 34 35 36 37 38 6x6 3x6 6x6 4x10 3x8 4x8 10x10 5x10 MT18HS 4x6 2x4 5x8 2x4 2x4 3x8 2x4 6x16 6x6 2x4 4x8 7-2-07-2-0 14-3-67-1-6 21-6-87-3-2 28-9-107-3-2 35-11-07-1-6 37-2-01-3-0 42-3-05-1-0 -0-10-8 0-10-8 3-8-12 3-8-12 7-2-0 3-5-4 14-3-6 7-1-6 21-6-8 7-3-2 28-9-10 7-3-2 35-11-0 7-1-6 42-3-0 6-4-0 0-10-147-10-98-0-141-10-32-0-07-10-912.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-5-7,0-1-8], [5:0-3-11,Edge], [11:Edge,0-1-12], [12:Edge,0-3-8], [13:0-4-0,0-5-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.76 0.79 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.33 -0.31 -0.07 (loc) 18-20 18-20 12 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 MT18HS Weight: 470 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-20,7-20,7-16,10-16,13-16: 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 2-7-1 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-15 oc purlins, except end verticals, and 2-0-0 oc purlins (4-11-11 max.): 5-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 7-7-14 oc bracing: 18-20 7-7-9 oc bracing: 16-18. REACTIONS. (size) 2=0-3-8, 12=0-5-8 Max Horz 2=216(LC 5) Max Uplift 2=-2485(LC 5), 12=-2614(LC 4) Max Grav 2=4076(LC 38), 12=4271(LC 37) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-5093/3253, 4-5=-4931/3267, 5-6=-5573/3794, 6-7=-5571/3792, 7-9=-5361/3649, 9-10=-5348/3641, 10-11=-5073/3275, 11-12=-3901/2483 BOT CHORD 2-21=-2317/3388, 20-21=-2413/3543, 18-20=-4239/6277, 16-18=-4239/6277 WEBS 4-21=-351/396, 5-21=-763/1091, 5-20=-2159/3082, 6-20=-503/245, 7-20=-972/673, 7-18=-825/1239, 7-16=-1226/851, 9-16=-522/265, 10-16=-1435/1930, 13-15=-566/747, 10-13=-699/1137, 13-16=-2715/4219, 11-13=-2722/4123 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 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 C; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=2485, 12=2614. 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. Continued on page 2 April 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001094 Truss TG01 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 320 Shoshone Job Reference (optional) I41014378 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 07:51:57 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mvFj7NUkjCcyiGCSZEmQXszkGzi-KUPLBJxFpaFyqdFqsjJJRtcCj8s53CGO4Q2dwyzPtSG NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 487 lb down and 425 lb up at 5-2-12, 247 lb down and 260 lb up at 7-2-12, 247 lb down and 260 lb up at 9-2-12, 247 lb down and 260 lb up at 11-2-12, 247 lb down and 260 lb up at 13-2-12, 247 lb down and 260 lb up at 15-2-12, 247 lb down and 260 lb up at 17-2-12, 247 lb down and 260 lb up at 19-2-12, 247 lb down and 260 lb up at 21-2-12, 247 lb down and 260 lb up at 23-2-12, 251 lb down and 260 lb up at 25-2-12, 251 lb down and 260 lb up at 27-2-12, 251 lb down and 260 lb up at 29-2-12, 251 lb down and 260 lb up at 31-2-12, 251 lb down and 260 lb up at 33-2-12, 251 lb down and 260 lb up at 35-2-12, 251 lb down and 260 lb up at 36-2-8, and 232 lb down and 119 lb up at 38-2-4, and 220 lb down and 171 lb up at 40-2-4 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: 1-5=-60, 5-10=-60, 10-11=-60, 2-14=-20, 12-13=-20 Concentrated Loads (lb) Vert: 21=-203 16=-208 15=-208 17=-203 22=-459(F) 23=-203 25=-203 26=-203 27=-203 28=-203 30=-203 31=-203 32=-208 33=-208 34=-208 35=-208 36=-208 37=-213(F) 38=-213(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001094 Truss TG02 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 320 Shoshone Job Reference (optional) I41014379 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 07:51:59 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mvFj7NUkjCcyiGCSZEmQXszkGzi-GtX5c?yWLBVf4xPC_7LnWIhb2xaqXBIgXkXk?rzPtSE Scale = 1:63.3 1 2 3 4 567 89 10 17 16 15 14 13 12 1118 19 20 21 2223 24 25 26 27 28 29 30 31 32 33 6x6 3x6 5x8 3x12 3x8 4x6 3x6 2x4 4x8 2x4 3x6 3x6 6x6 3x8 4x10 4x6 7-2-07-2-0 14-3-127-1-12 21-7-47-3-8 28-9-07-1-12 34-11-06-2-0 -0-10-8 0-10-8 3-8-12 3-8-12 7-2-0 3-5-4 14-3-12 7-1-12 21-7-4 7-3-8 28-9-0 7-1-12 34-11-0 6-2-0 0-10-147-10-98-0-141-10-147-10-912.00 12 Plate Offsets (X,Y)-- [2:0-5-11,0-2-14], [5:0-3-11,Edge], [9:0-3-11,Edge], [10:0-3-8,Edge], [11:Edge,0-3-8], [12:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.57 0.58 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.19 -0.18 -0.04 (loc) 14-15 14-15 11 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 374 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-15,8-15,9-14: 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 2-7-1 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 9-6-9 oc bracing. REACTIONS. (size) 2=0-3-8, 11=Mechanical Max Horz 2=222(LC 7) Max Uplift 2=-1959(LC 5), 11=-2245(LC 4) Max Grav 2=3292(LC 35), 11=3484(LC 37) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-4055/2563, 4-5=-3900/2582, 5-6=-4072/2795, 6-8=-4071/2793, 8-9=-3968/2726, 9-10=-3525/2314, 10-11=-3170/2039 BOT CHORD 2-17=-1864/2755, 15-17=-1923/2837, 14-15=-2742/4053, 12-14=-1623/2457 WEBS 4-17=-305/350, 5-17=-813/1169, 5-15=-1441/1988, 6-15=-489/237, 8-14=-625/348, 9-14=-1631/2342, 9-12=-480/566, 10-12=-1637/2463 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 0-9-0 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 C; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1959, 11=2245. 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. Continued on page 2 April 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001094 Truss TG02 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 320 Shoshone Job Reference (optional) I41014379 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 07:51:59 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mvFj7NUkjCcyiGCSZEmQXszkGzi-GtX5c?yWLBVf4xPC_7LnWIhb2xaqXBIgXkXk?rzPtSE NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 487 lb down and 425 lb up at 5-2-12, 247 lb down and 260 lb up at 7-2-12, 247 lb down and 260 lb up at 9-2-12, 247 lb down and 260 lb up at 11-2-12, 247 lb down and 260 lb up at 13-2-12, 247 lb down and 260 lb up at 15-2-12, 247 lb down and 260 lb up at 17-2-12, 247 lb down and 260 lb up at 19-2-12, 247 lb down and 260 lb up at 21-2-12, 247 lb down and 260 lb up at 23-2-12, 247 lb down and 260 lb up at 25-2-12, 247 lb down and 260 lb up at 27-2-12, 247 lb down and 260 lb up at 29-2-12, and 247 lb down and 260 lb up at 31-2-12, and 247 lb down and 260 lb up at 33-2-12 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: 1-5=-60, 5-9=-60, 9-10=-60, 2-11=-20 Concentrated Loads (lb) Vert: 17=-203 18=-459(B) 19=-203 21=-203 22=-203 23=-203 24=-203 26=-203 27=-203 28=-203 29=-203 30=-203 31=-203 32=-203 33=-203 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001094 Truss TG03 Truss Type PIGGYBACK BASE Qty 1 Ply 3 Wedgewood 320 Shoshone Job Reference (optional) I41014380 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 07:52:04 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mvFj7NUkjCcyiGCSZEmQXszkGzi-dqK_fi0e9k7yAiHAmhxzDMOPMyICCPLQh0FVg2zPtS9 Scale = 1:77.2 1 2 3 4 5 6 78 9 10 11 12 13 14 15 16 17 18 19 20 31 30 29 28 27 26 25 24 23 22 21 32 33 34 35 36 37 38 39 40 6x6 6x10 6x10 5x12 4x10 6x8 4x8 8x10 4x8 4x6 4x6 8x10 4x10 4x8 5x6 10x10 4x6 10x10 4x8 6x8 8x8 3x8 4x6 3x4 4x6 3x4 2x4 6-1-86-1-8 8-5-22-3-10 15-5-57-0-2 18-3-152-10-10 21-4-33-0-4 24-9-43-5-1 24-9-70-0-3 28-1-33-3-12 30-0-21-10-15 32-7-82-7-6 -0-10-8 0-10-8 3-0-0 3-0-0 6-1-8 3-1-8 8-5-2 2-3-10 14-1-14 5-8-11 15-5-5 1-3-7 16-10-1 1-4-12 18-3-15 1-5-14 19-10-7 1-6-8 21-4-3 1-5-12 22-11-5 1-7-2 24-9-7 1-10-2 26-4-9 1-7-2 28-1-3 1-8-10 30-0-2 1-10-15 31-10-3 1-10-0 32-7-8 0-9-5 33-6-0 0-10-8 1-0-149-4-148-1-156-11-135-10-145-0-04-1-103-3-42-7-112-0-131-6-91-2-010-10-141-0-1010-10-1414.00 12 10.69 12 9.50 12 8.38 12 7.38 12 6.50 12 5.63 12 4.75 124.00 123.25 122.50 121.75 12 Plate Offsets (X,Y)-- [2:0-6-4,0-0-12], [6:0-2-11,Edge], [7:0-2-11,Edge], [18:0-2-4,0-2-8], [19:0-1-12,0-0-2], [25:0-1-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.73 0.56 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.28 0.03 0.10 (loc) 28-30 28-30 24 28-30 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 713 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-6: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 6-30,7-30,7-28: 2x4 SPF No.2, 19-21: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 2-4-9 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.): 6-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 2=0-3-8, 24=0-3-8, 21=0-9-4 Max Horz 2=-297(LC 27) Max Uplift 2=-2068(LC 8), 24=-1426(LC 9), 21=-759(LC 23) Max Grav 2=7950(LC 2), 24=10855(LC 2), 21=221(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-9283/2426, 4-5=-9051/2451, 5-6=-8688/1964, 6-7=-5685/1332, 7-8=-10007/1654, 8-9=-8940/1388, 9-10=-8560/1265, 10-11=-8260/1175, 11-12=-6219/829, 12-13=-5995/775, 13-14=-373/2518, 14-15=-412/2570, 15-16=-375/2489, 16-17=-395/2455, 17-18=-306/1703 BOT CHORD 2-31=-1535/5496, 30-31=-1549/5915, 28-30=-768/5630, 27-28=-842/6732, 25-27=-746/6272, 24-25=-299/2843, 23-24=-2422/426, 22-23=-1662/292, 21-22=-676/129 WEBS 5-30=-1570/1577, 6-30=-1423/6370, 7-30=-751/615, 7-28=-708/7329, 8-28=-1540/350, 9-28=-1072/191, 10-27=-560/142, 11-27=-339/1893, 11-25=-3540/570, 12-25=-515/120, 13-25=-798/6587, 13-24=-11192/1436, 15-24=-187/291, 15-23=-221/260, 17-23=-897/158, 17-22=-81/702, 18-22=-1073/190, 18-21=-164/899, 5-31=-1767/1658, 4-31=-299/713 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 0-5-0 oc. Webs connected as follows: 2x3 - 1 row at 0-9-0 oc, Except member 31-5 2x3 - 1 row at 0-8-0 oc, 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 C; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=2068, 24=1426, 21=759.Continued on page 2 April 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001094 Truss TG03 Truss Type PIGGYBACK BASE Qty 1 Ply 3 Wedgewood 320 Shoshone Job Reference (optional) I41014380 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 07:52:04 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mvFj7NUkjCcyiGCSZEmQXszkGzi-dqK_fi0e9k7yAiHAmhxzDMOPMyICCPLQh0FVg2zPtS9 NOTES- 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3362 lb down and 2266 lb up at 6-1-8, 1559 lb down and 101 lb up at 8-0-12, 1577 lb down and 118 lb up at 10-0-12, 1500 lb down and 107 lb up at 12-0-12, 1501 lb down and 107 lb up at 14-0-12, 1515 lb down and 107 lb up at 16-0-12, 1515 lb down and 107 lb up at 18-0-12, and 1525 lb down and 115 lb up at 20-0-12, and 1525 lb down and 115 lb up at 21-9-4 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: 1-6=-60, 6-7=-60, 7-8=-60, 8-9=-60, 9-10=-60, 10-11=-60, 11-12=-60, 12-13=-60, 13-14=-60, 14-15=-60, 15-16=-60, 16-17=-60, 17-18=-60, 18-19=-60, 19-20=-60, 2-21=-20 Concentrated Loads (lb) Vert: 31=-3090(F) 32=-1370(F) 33=-1370(F) 34=-1370(F) 35=-1370(F) 37=-1370(F) 38=-1370(F) 39=-1370(F) 40=-1370(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001094 Truss TG04 Truss Type Half Hip Girder Qty 3 Ply 1 Wedgewood 320 Shoshone Job Reference (optional) I41014381 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 07:52:05 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mvFj7NUkjCcyiGCSZEmQXszkGzi-51uNt21Hw1FpossMKOSCmZxfkMlRx_6Zvg_2CUzPtS8 Scale = 1:38.7 12 34 7 6 5 2x4 4x6 3x8 5x6 2x4 4x8 4-3-74-3-7 6-0-01-8-9 -0-10-8 0-10-8 4-3-7 4-3-7 6-0-0 1-8-9 1-0-146-0-1414.00 12 Plate Offsets (X,Y)-- [2:0-1-14,0-1-1], [3:0-6-8,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.43 0.12 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.00 (loc) 2-6 2-6 5 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 47 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x8 SP 2400F 2.0E 2-10-5 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=Mechanical, 2=0-3-8 Max Horz 2=228(LC 5) Max Uplift 5=-405(LC 5), 2=-97(LC 8) Max Grav 5=543(LC 31), 2=390(LC 32) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-345/182 WEBS 3-6=-270/394, 3-5=-469/346 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 C; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 5=405. 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) 397 lb down and 378 lb up at 4-3-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 2-5=-20 Concentrated Loads (lb) Vert: 6=-329 April 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001094 Truss TG05 Truss Type Common Girder Qty 1 Ply 2 Wedgewood 320 Shoshone Job Reference (optional) I41014382 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 07:52:06 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mvFj7NUkjCcyiGCSZEmQXszkGzi-ZDSl4O2vhLNgQ0RZu6zRInUrJm0kgT?i8KkblxzPtS7 Scale = 1:57.5 1 2 3 4 5 6 9 8 710 11 12 4x6 2x4 3x8 3x4 3x4 2x4 4x6 4x6 6-3-86-3-8 12-7-06-3-8 -0-10-8 0-10-8 2-6-0 2-6-0 6-3-8 3-9-8 10-1-0 3-9-8 12-7-0 2-6-0 2-2-09-6-12-2-014.00 12 Plate Offsets (X,Y)-- [4:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.38 0.43 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.08 0.00 0.02 (loc) 7-8 7-8 7 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 159 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-8: 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. REACTIONS. (size) 9=0-3-8, 7=0-3-8 Max Horz 9=282(LC 5) Max Uplift 9=-441(LC 9), 7=-238(LC 8) Max Grav 9=1184(LC 1), 7=1788(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1073/530, 4-5=-1074/532 BOT CHORD 8-9=-340/647, 7-8=-190/566 WEBS 4-8=-670/1259, 5-8=-228/339, 3-8=-215/367, 3-9=-1175/376, 5-7=-1021/464 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 0-9-0 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 C; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=441, 7=238. 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) 925 lb down and 873 lb up at 6-1-8, 361 lb down at 8-0-12, and 361 lb down at 10-0-12, and 367 lb down at 12-0-12 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 Continued on page 2 April 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001094 Truss TG05 Truss Type Common Girder Qty 1 Ply 2 Wedgewood 320 Shoshone Job Reference (optional) I41014382 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 07:52:06 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mvFj7NUkjCcyiGCSZEmQXszkGzi-ZDSl4O2vhLNgQ0RZu6zRInUrJm0kgT?i8KkblxzPtS7 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-6=-60, 7-9=-20 Concentrated Loads (lb) Vert: 8=-837(B) 10=-361(B) 11=-361(B) 12=-367(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001094 Truss TG06 Truss Type Half Hip Girder Qty 1 Ply 2 Wedgewood 320 Shoshone Job Reference (optional) I41014383 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 07:52:07 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mvFj7NUkjCcyiGCSZEmQXszkGzi-1P07Ik3XSfVX1A0lSpUgr_00cAM6PvDsN_T9HNzPtS6 Scale = 1:51.1 1 2 3 4 56 7 11 10 9 8 12 13 14 15 16 5x6 4x6 3x6 3x4 3x6 4x6 4x8 2x4 8x8 3x6 7-2-07-2-0 9-7-82-5-8 9-8-00-0-8 17-7-07-11-0 -0-10-8 0-10-8 3-8-12 3-8-12 7-2-0 3-5-4 9-8-0 2-6-0 17-7-0 7-11-0 0-10-147-10-99-2-08-11-111-1-212.00 12 Plate Offsets (X,Y)-- [2:0-2-15,0-0-8], [5:0-3-9,0-2-8], [10:0-5-12,0-6-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.35 0.42 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.17 -0.14 0.00 (loc) 8-9 8-9 8 l/defl >534 >673 n/a L/d 240 180 n/a PLATES MT20 Weight: 232 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 6-9: 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 7-8,7-10: 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 2-7-1 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.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-8 REACTIONS. (size) 8=Mechanical, 2=0-3-8, 10=0-3-8 Max Horz 2=315(LC 8) Max Uplift 8=-853(LC 5), 2=-346(LC 8), 10=-1170(LC 5) Max Grav 8=944(LC 38), 2=799(LC 35), 10=1502(LC 38) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-742/364, 4-5=-633/410, 5-6=-414/338, 7-8=-286/169 BOT CHORD 2-11=-460/536, 9-10=-492/553, 6-10=-1127/707, 8-9=-267/292 WEBS 5-11=-251/324, 6-11=-619/825, 8-10=-277/259 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 0-9-0 oc, 2x4 - 1 row at 0-9-0 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 C; Enclosed; MWFRS (envelope) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 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) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=853, 2=346, 10=1170. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 487 lb down and 425 lb up at 5-2-12, 247 lb down and 260 lb up at 7-2-12, 247 lb down and 260 lb up at 9-2-12, 269 lb down and 315 lb up at 11-2-12, 269 lb down and 315 lb up at 13-2-12, and 269 lb down and 315 lb up at 15-2-12, and 277 lb down and 307 lb up at 17-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.Continued on page 2 April 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001094 Truss TG06 Truss Type Half Hip Girder Qty 1 Ply 2 Wedgewood 320 Shoshone Job Reference (optional) I41014383 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 07:52:08 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mvFj7NUkjCcyiGCSZEmQXszkGzi-VcZVV439DydOfJbx?W0vOCZAMaiL8MT?beDippzPtS5 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 5-7=-60, 2-10=-20, 8-9=-20 Concentrated Loads (lb) Vert: 8=-211 11=-203 12=-459(F) 13=-203 14=-203 15=-203 16=-203 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001094 Truss V01 Truss Type Valley Qty 1 Ply 1 Wedgewood 320 Shoshone Job Reference (optional) I41014384 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 07:52:08 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mvFj7NUkjCcyiGCSZEmQXszkGzi-VcZVV439DydOfJbx?W0vOCZCsann8PJ?beDippzPtS5 Scale = 1:18.1 1 2 3 54 2x4 4x6 2x4 2x4 2x4 0-0-30-0-3 3-4-143-4-11 2-7-2 2-7-2 3-4-14 0-9-12 0-0-43-0-52-0-1514.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.25 0.07 0.02 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: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 1=3-4-11, 4=3-4-11, 5=3-4-11 Max Horz 1=87(LC 10) Max Uplift 1=-5(LC 11), 4=-34(LC 11), 5=-35(LC 10) Max Grav 1=90(LC 18), 4=20(LC 18), 5=164(LC 17) 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 C; Enclosed; 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 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, 4, 5. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001094 Truss V02 Truss Type Valley Qty 1 Ply 1 Wedgewood 320 Shoshone Job Reference (optional) I41014385 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 07:52:10 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mvFj7NUkjCcyiGCSZEmQXszkGzi-R_hGwm5Plat6udkK7x2NTdeUrNRpcGKI3xipuizPtS3 Scale = 1:59.9 1 2 3 4 5 6 7 13 12 11 10 9 8 3x4 4x6 4x6 6x6 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0-0-60-0-6 2-8-92-8-4 4-2-71-5-14 15-0-810-10-1 2-8-9 2-8-9 4-2-7 1-5-14 5-7-3 1-4-12 9-9-0 4-1-13 15-0-8 5-3-8 0-0-41-10-123-0-144-3-139-1-142-11-138.38 12 9.50 12 10.69 12 14.00 12 Plate Offsets (X,Y)-- [5:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.47 0.17 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 58 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud *Except* 5-7: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-10 REACTIONS.All bearings 15-0-2. (lb) - Max Horz 1=224(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 8, 10, 12, 13 except 11=-194(LC 10), 9=-291(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 8, 12, 13 except 10=565(LC 20), 11=376(LC 17), 9=464(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-252/236, 4-5=-209/288 WEBS 5-10=-351/117, 6-9=-305/320 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-5-9 to 2-8-9, Interior(1) 2-8-9 to 5-7-3, Exterior(2R) 5-7-3 to 9-9-0, Exterior(2E) 9-9-0 to 14-11-5 zone; end vertical left 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, 8, 10, 12, 13 except (jt=lb) 11=194, 9=291. 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. April 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001094 Truss V03 Truss Type Valley Qty 1 Ply 1 Wedgewood 320 Shoshone Job Reference (optional) I41014386 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 07:52:11 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mvFj7NUkjCcyiGCSZEmQXszkGzi-vAFe7661Wt?zWnJWhfZc?qBeqnn4Lg2RIbRMQ8zPtS2 Scale = 1:50.2 1 2 3 4 5 6 11 10 9 8 712 13 3x4 4x6 6x6 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0-0-50-0-5 2-2-62-2-1 13-0-710-10-1 2-2-6 2-2-6 3-7-2 1-4-12 7-8-15 4-1-13 13-0-7 5-3-8 0-0-41-8-142-11-137-9-141-7-139.50 12 10.69 12 14.00 12 Plate Offsets (X,Y)-- [4:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.52 0.16 0.41 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: 47 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud *Except* 4-6: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-0-2. (lb) - Max Horz 1=194(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 9, 11 except 10=-187(LC 10), 8=-320(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 11 except 9=517(LC 20), 10=352(LC 17), 8=457(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-9=-304/82, 3-10=-238/267, 5-8=-310/336 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-5-0 to 2-2-6, Interior(1) 2-2-6 to 3-7-2, Exterior(2R) 3-7-2 to 7-8-15, Exterior(2E) 7-8-15 to 12-11-4 zone; end vertical left 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, 9, 11 except (jt=lb) 10=187, 8=320. 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. April 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001094 Truss V04 Truss Type Valley Qty 1 Ply 1 Wedgewood 320 Shoshone Job Reference (optional) I41014387 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 07:52:12 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mvFj7NUkjCcyiGCSZEmQXszkGzi-ONp0LR7gHB8p8xuiEM4rY2kp1B854ClbWFBwybzPtS1 Scale = 1:42.0 1 2 3 4 5 8763x4 6x6 4x6 3x4 2x4 2x4 2x4 2x4 0-0-40-0-4 11-3-811-3-4 1-10-4 1-10-4 6-0-0 4-1-13 11-3-8 5-3-8 0-0-41-7-136-5-140-0-410.69 12 14.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.56 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: 38 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud *Except* 3-5: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-6-5. (lb) - Max Horz 1=164(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1 except 5=-112(LC 9), 8=-172(LC 10), 6=-275(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=294(LC 17), 6=368(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-237/281, 4-6=-311/329 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-10 to 1-10-4, Exterior(2R) 1-10-4 to 6-0-0, Exterior(2E) 6-0-0 to 11-3-0 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) 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 except (jt=lb) 5=112, 8=172, 6=275. 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. April 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001094 Truss V05 Truss Type Valley Qty 1 Ply 1 Wedgewood 320 Shoshone Job Reference (optional) I41014388 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 07:52:12 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mvFj7NUkjCcyiGCSZEmQXszkGzi-ONp0LR7gHB8p8xuiEM4rY2ksuB6A4DnbWFBwybzPtS1 Scale = 1:30.8 1 2 3 43x4 4x6 3x4 2x4 0-0-30-0-3 7-8-87-8-5 3-10-4 3-10-4 7-8-8 3-10-4 0-0-44-5-150-0-414.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.37 0.24 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=7-8-1, 3=7-8-1, 4=7-8-1 Max Horz 1=110(LC 7) Max Uplift 1=-39(LC 11), 3=-28(LC 10), 4=-7(LC 10) Max Grav 1=164(LC 1), 3=164(LC 1), 4=238(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 C; Enclosed; 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, 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. April 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001094 Truss V06 Truss Type Valley Qty 1 Ply 1 Wedgewood 320 Shoshone Job Reference (optional) I41014389 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 07:52:13 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mvFj7NUkjCcyiGCSZEmQXszkGzi-sZNOYn7I2VGgl5Tvo4b45FG4CbV7pghklvwTV1zPtS0 Scale = 1:15.3 1 2 3 4 2x4 4x6 2x4 2x4 0-0-30-0-3 4-3-64-3-2 2-1-11 2-1-11 4-3-6 2-1-11 0-0-42-5-150-0-414.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.15 0.06 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=4-2-15, 3=4-2-15, 4=4-2-15 Max Horz 1=-57(LC 8) Max Uplift 1=-27(LC 11), 3=-22(LC 10) Max Grav 1=91(LC 1), 3=91(LC 1), 4=113(LC 3) 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 C; Enclosed; 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. April 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001094 Truss V07 Truss Type Valley Qty 1 Ply 1 Wedgewood 320 Shoshone Job Reference (optional) I41014390 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 07:52:14 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mvFj7NUkjCcyiGCSZEmQXszkGzi-Klxmm78wpoOXNE25Mn6JdTpEZ_prY2Xu_Zg01TzPtS? Scale = 1:70.1 1 2 3 4 5 6 12 11 10 9 8 7 3x4 4x6 2x4 2x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 16-7-716-7-7 9-5-15 9-5-15 16-7-7 7-1-8 0-0-411-0-142-9-214.00 12 Plate Offsets (X,Y)-- [4:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.24 0.16 0.36 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: 71 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 2x3 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 4-9: 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 4-9 REACTIONS.All bearings 16-7-3. (lb) - Max Horz 1=275(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 7 except 1=-309(LC 8), 9=-119(LC 9), 10=-311(LC 10), 12=-228(LC 10), 8=-302(LC 11) Max Grav All reactions 250 lb or less at joint(s) 7 except 1=323(LC 7), 9=647(LC 20), 10=520(LC 17), 12=360(LC 17), 8=491(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-426/412, 2-3=-346/341, 3-4=-334/430, 4-5=-331/379 WEBS 4-9=-516/263, 3-10=-414/361, 2-12=-322/274, 5-8=-392/343 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-13 to 5-5-13, Exterior(2R) 5-5-13 to 11-2-10, Exterior(2E) 11-2-10 to 16-6-4 zone; end vertical left 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) 7 except (jt=lb) 1=309, 9=119, 10=311, 12=228, 8=302. 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. April 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001094 Truss V08 Truss Type Valley Qty 1 Ply 1 Wedgewood 320 Shoshone Job Reference (optional) I41014391 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 07:52:15 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mvFj7NUkjCcyiGCSZEmQXszkGzi-oyV9zT9Ya6WO?OdHwVeYAgMP3O97HVL1CDPaZvzPtS_ Scale = 1:59.7 1 2 3 4 5 98763x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 15-5-1115-5-11 8-4-3 8-4-3 15-5-11 7-1-8 0-0-49-8-141-5-214.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.25 0.16 0.32 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: 60 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-8 REACTIONS.All bearings 15-5-8. (lb) - Max Horz 1=264(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 6 except 1=-174(LC 6), 8=-110(LC 9), 9=-340(LC 10), 7=-322(LC 11) Max Grav All reactions 250 lb or less at joint(s) 6 except 1=313(LC 18), 8=541(LC 20), 9=563(LC 17), 7=498(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-337/310, 2-3=-334/358, 3-4=-328/319 WEBS 3-8=-408/262, 2-9=-443/379, 4-7=-401/350 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-13 to 5-7-6, Exterior(2R) 5-7-6 to 10-0-15, Exterior(2E) 10-0-15 to 15-4-8 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) 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) 6 except (jt=lb) 1=174, 8=110, 9=340, 7=322. 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. April 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001094 Truss V09 Truss Type Valley Qty 1 Ply 1 Wedgewood 320 Shoshone Job Reference (optional) I41014392 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 07:52:16 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mvFj7NUkjCcyiGCSZEmQXszkGzi-G82XBpAALQeFcYCUTC9niuuaYoVC0?eBRt974MzPtRz Scale = 1:51.1 1 2 3 4 5 8769103x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 14-2-914-2-9 14-2-130-0-3 7-1-6 7-1-6 14-2-13 7-1-6 0-0-48-3-100-0-414.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.20 0.17 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 51 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-2-6. (lb) - Max Horz 1=-212(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-291(LC 10), 6=-290(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=337(LC 20), 8=474(LC 17), 6=473(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-386/330, 4-6=-386/330 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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-13 to 5-7-6, Exterior(2R) 5-7-6 to 8-7-6, Exterior(2E) 8-7-6 to 13-11-0 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) 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, 5 except (jt=lb) 8=291, 6=290. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. April 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001094 Truss V10 Truss Type Valley Qty 1 Ply 1 Wedgewood 320 Shoshone Job Reference (optional) I41014393 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 07:52:17 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mvFj7NUkjCcyiGCSZEmQXszkGzi-kKcvO9Ao5jm6Eing1vg0F5RhKCrIlTEKgXuhdozPtRy Scale = 1:41.4 1 2 3 4 5 8763x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-30-0-3 10-9-1010-9-7 5-4-13 5-4-13 10-9-10 5-4-13 0-0-46-3-100-0-414.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.46 0.11 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 34 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 10-9-4. (lb) - Max Horz 1=-158(LC 6) Max Uplift All uplift 100 lb or less at joint(s) except 1=-143(LC 8), 5=-125(LC 9), 8=-285(LC 10), 6=-285(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=379(LC 17), 6=379(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-260/176 WEBS 2-8=-404/342, 4-6=-404/341 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 C; Enclosed; 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 143 lb uplift at joint 1, 125 lb uplift at joint 5, 285 lb uplift at joint 8 and 285 lb uplift at joint 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. April 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001094 Truss V11 Truss Type Valley Qty 1 Ply 1 Wedgewood 320 Shoshone Job Reference (optional) I41014394 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 07:52:18 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mvFj7NUkjCcyiGCSZEmQXszkGzi-CXAHbVBQs1uzssMsbdBFnJ_uxc9vUxNTvBeE9EzPtRx Scale = 1:29.6 1 2 3 42x4 4x6 2x4 2x4 0-0-30-0-3 7-4-87-4-5 3-8-4 3-8-4 7-4-8 3-8-4 0-0-44-3-100-0-414.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.34 0.22 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=7-4-1, 3=7-4-1, 4=7-4-1 Max Horz 1=105(LC 9) Max Uplift 1=-37(LC 11), 3=-27(LC 10), 4=-6(LC 10) Max Grav 1=156(LC 1), 3=156(LC 1), 4=227(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; 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 37 lb uplift at joint 1, 27 lb uplift at joint 3 and 6 lb uplift at joint 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. April 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001094 Truss V12 Truss Type Valley Qty 1 Ply 1 Wedgewood 320 Shoshone Job Reference (optional) I41014395 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 07:52:19 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mvFj7NUkjCcyiGCSZEmQXszkGzi-gjkfprC3dL0qT0w29KiUKWW76?YhDOBd7rNnhhzPtRw Scale = 1:14.4 1 2 3 4 2x4 4x6 2x4 2x4 3-11-23-11-2 3-11-60-0-3 1-11-11 1-11-11 3-11-6 1-11-11 0-0-42-3-100-0-414.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.12 0.05 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=3-10-15, 3=3-10-15, 4=3-10-15 Max Horz 1=52(LC 9) Max Uplift 1=-25(LC 11), 3=-20(LC 10) Max Grav 1=82(LC 1), 3=82(LC 1), 4=102(LC 3) 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 C; Enclosed; 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 25 lb uplift at joint 1 and 20 lb uplift at joint 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. April 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001094 Truss V14 Truss Type Valley Qty 1 Ply 1 Wedgewood 320 Shoshone Job Reference (optional) I41014396 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 07:52:20 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mvFj7NUkjCcyiGCSZEmQXszkGzi-9vI20BDhOe8h59VFi2Djtk36VPoPyrcmMV7LD7zPtRv Scale = 1:26.7 1 2 32x4 2x4 2x4 4-8-12 4-8-12 0-0-44-8-1212.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.85 0.41 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: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=4-8-8, 3=4-8-8 Max Horz 1=171(LC 10) Max Uplift 3=-119(LC 10) Max Grav 1=171(LC 1), 3=196(LC 17) 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 C; Enclosed; 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 119 lb uplift at joint 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. April 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001094 Truss V15 Truss Type Valley Qty 1 Ply 1 Wedgewood 320 Shoshone Job Reference (optional) I41014397 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 07:52:21 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mvFj7NUkjCcyiGCSZEmQXszkGzi-d6sQEWEJ9yGYjJ4RGlkyPxbR0pDrhIswb9sumZzPtRu Scale = 1:15.0 1 2 3 2x4 2x4 2x4 2-4-12 2-4-12 0-0-42-4-1212.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.22 0.07 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 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=2-4-8, 3=2-4-8 Max Horz 1=77(LC 10) Max Uplift 3=-54(LC 10) Max Grav 1=78(LC 1), 3=89(LC 17) 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 C; Enclosed; 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 54 lb uplift at joint 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. April 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001094 Truss V16 Truss Type Valley Qty 1 Ply 1 Wedgewood 320 Shoshone Job Reference (optional) I41014398 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 07:52:21 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mvFj7NUkjCcyiGCSZEmQXszkGzi-d6sQEWEJ9yGYjJ4RGlkyPxbMVpBnhHMwb9sumZzPtRu Scale = 1:33.2 1 2 3 43x4 4x6 3x4 2x4 9-11-49-11-4 9-11-80-0-4 4-11-12 4-11-12 9-11-8 4-11-12 0-0-44-11-120-0-412.00 12 Plate Offsets (X,Y)-- [1:0-1-2,0-1-8], [3:0-0-9,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.57 0.21 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=9-11-0, 3=9-11-0, 4=9-11-0 Max Horz 1=-118(LC 6) Max Uplift 1=-38(LC 11), 3=-38(LC 11), 4=-11(LC 10) Max Grav 1=207(LC 1), 3=207(LC 1), 4=327(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 C; Enclosed; 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 38 lb uplift at joint 1, 38 lb uplift at joint 3 and 11 lb uplift at joint 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. April 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001094 Truss V17 Truss Type Valley Qty 1 Ply 1 Wedgewood 320 Shoshone Job Reference (optional) I41014399 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 07:52:22 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mvFj7NUkjCcyiGCSZEmQXszkGzi-5IQoRsExwGOPKTfdqTGBy98b1DZfQlp3qpcSI?zPtRt Scale = 1:18.9 1 2 3 4 2x4 4x6 2x4 2x4 0-0-40-0-4 5-3-85-3-4 2-7-12 2-7-12 5-3-8 2-7-12 0-0-42-7-120-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.27 0.10 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=5-3-0, 3=5-3-0, 4=5-3-0 Max Horz 1=-59(LC 6) Max Uplift 1=-29(LC 11), 3=-29(LC 11) Max Grav 1=110(LC 1), 3=110(LC 1), 4=148(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 C; Enclosed; 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 29 lb uplift at joint 1 and 29 lb uplift at joint 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. April 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001094 Truss V18 Truss Type Valley Qty 1 Ply 1 Wedgewood 320 Shoshone Job Reference (optional) I41014400 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 07:52:24 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mvFj7NUkjCcyiGCSZEmQXszkGzi-1hXYsYGBSte6anp0xtIf1aDrT0CxufbMH75YMuzPtRr Scale = 1:25.1 1 2 32x4 2x4 2x4 3-9-5 3-9-5 0-0-44-4-1414.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.59 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: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=3-9-1, 3=3-9-1 Max Horz 1=156(LC 10) Max Uplift 3=-117(LC 10) Max Grav 1=134(LC 1), 3=163(LC 17) 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 C; Enclosed; 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 117 lb uplift at joint 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. April 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001094 Truss V19 Truss Type Valley Qty 1 Ply 1 Wedgewood 320 Shoshone Job Reference (optional) I41014401 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 07:52:25 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mvFj7NUkjCcyiGCSZEmQXszkGzi-Vt5x3uHpDBmzBxOCVbpuanm4RQayd5rVWnq6vKzPtRq Scale = 1:20.1 1 2 32x4 2x4 2x4 2-11-0 2-11-0 0-0-43-4-1414.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.32 0.13 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: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=2-10-13, 3=2-10-13 Max Horz 1=116(LC 10) Max Uplift 3=-87(LC 10) Max Grav 1=100(LC 1), 3=122(LC 17) 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 C; Enclosed; 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 87 lb uplift at joint 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. April 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001094 Truss V20 Truss Type Valley Qty 1 Ply 1 Wedgewood 320 Shoshone Job Reference (optional) I41014402 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 17 07:52:25 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:mvFj7NUkjCcyiGCSZEmQXszkGzi-Vt5x3uHpDBmzBxOCVbpuanm7KQb8d5rVWnq6vKzPtRq Scale = 1:15.1 1 2 3 2x4 2x4 2x4 2-0-12 2-0-12 0-0-42-4-1414.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.14 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=2-0-8, 3=2-0-8 Max Horz 1=76(LC 10) Max Uplift 3=-57(LC 10) Max Grav 1=66(LC 1), 3=80(LC 17) 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 C; Enclosed; 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 57 lb uplift at joint 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. April 17,2020 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87 654321BOTTOM 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 System General 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