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HomeMy WebLinkAbout286JGW - 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). March 5,2020 Liu, Xuegang Pages or sheets covered by this seal: I40509665 thru I40509705 My license renewal date for the state of Indiana is July 31, 2020. B20000688 Wedgewood 286 Westvale 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 Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000688 Truss GE01 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 286 Westvale Job Reference (optional) I40509665 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Mar 5 12:49:11 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:3f2J2SX1OK72IYOaZyV145ze_lX-WZgPhZyWvrfJ1zyYZsiWYI?zqd_YTdFLuKhm8EzdzFM Scale = 1:59.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 44 45 3x4 3x4 3x4 4x6 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 23-11-0 23-11-0 -1-10-8 1-10-8 11-11-8 11-11-8 23-11-0 11-11-8 25-9-8 1-10-8 1-4-08-3-111-4-07.00 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 0.11 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.04 -0.00 0.03 (loc) 23 23 24 23 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 140 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 23-11-0. (lb) - Max Horz 43=-247(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 34, 36, 37, 38, 39, 40, 41, 32, 31, 30, 29, 28, 27, 26 except 43=-161(LC 6), 24=-128(LC 7), 42=-156(LC 7), 25=-130(LC 6) Max Grav All reactions 250 lb or less at joint(s) 33, 34, 36, 37, 38, 39, 40, 41, 42, 32, 31, 30, 29, 28, 27, 26, 25 except 43=285(LC 18), 24=257(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 10-11=-141/288, 11-12=-150/303, 12-13=-150/303, 13-14=-141/288 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) -1-10-8 to 3-5-2, Exterior(2N) 3-5-2 to 6-7-8, Corner(3R) 6-7-8 to 17-3-8, Exterior(2N) 17-3-8 to 20-5-14, Corner(3E) 20-5-14 to 25-9-8 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) 34, 36, 37, 38, 39, 40, 41, 32, 31, 30, 29, 28, 27, 26 except (jt=lb) 43=161, 24=128, 42=156, 25=130. 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. March 5,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000688 Truss GE02 Truss Type GABLE Qty 1 Ply 1 Wedgewood 286 Westvale Job Reference (optional) I40509666 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Mar 5 12:49:14 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:3f2J2SX1OK72IYOaZyV145ze_lX-w8LYJa_OBm1uuRh7E_FDAxdTmq?Fg1NoaIwQkZzdzFJ Scale = 1:92.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 5x6 3x6 3x4 3x4 3x4 3x6 5x6 3x6 5x6 29-1-0 29-1-0 38-3-0 9-2-0 -1-10-8 1-10-8 14-7-11 14-7-11 38-3-0 23-7-5 1-4-1415-1-85-2-21-4-45-2-27.00 12 7.00 12 Plate Offsets (X,Y)-- [8:0-3-0,0-3-0], [53:0-1-12,0-1-8] 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-R 0.37 0.17 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.02 0.01 0.03 (loc) 1 1 33 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 221 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* 13-51,12-52,14-50: 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 13-51, 12-52, 14-50 REACTIONS.All bearings 38-3-0. (lb) - Max Horz 63=-367(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 40, 51, 52, 54, 55, 56, 57, 58, 59, 60, 61, 49, 48, 47, 46, 45, 44, 43, 42, 41, 39, 38, 37, 36, 35 except 33=-181(LC 9), 63=-293(LC 6), 62=-218(LC 7), 34=-332(LC 11) Max Grav All reactions 250 lb or less at joint(s) 40, 52, 54, 55, 56, 57, 58, 59, 60, 61, 50, 49, 48, 47, 46, 45, 44, 43, 42, 41, 39, 38, 37, 36, 35 except 33=274(LC 11), 63=381(LC 18), 51=317(LC 11), 62=287(LC 6), 34=306(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-228/255, 6-7=-140/268, 7-8=-158/289, 8-9=-176/306, 9-10=-197/330, 10-11=-217/350, 11-12=-240/376, 12-13=-246/382, 13-14=-246/382, 14-15=-240/369, 15-16=-217/330, 16-17=-197/295, 17-18=-177/264, 31-32=-252/179, 2-63=-289/233 WEBS 13-51=-303/161 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) -1-10-8 to 3-5-2, Interior(1) 3-5-2 to 9-3-11, Exterior(2R) 9-3-11 to 19-11-11, Interior(1) 19-11-11 to 32-9-10, Exterior(2E) 32-9-10 to 38-1-4 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 40, 51, 52, 54, 55, 56, 57, 58, 59, 60, 61, 49, 48, 47, 46, 45, 44, 43, 42, 41, 39, 38, 37, 36, 35 except (jt=lb) 33=181, 63=293, 62=218, 34=332. 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 63, 40, 51, 52, 54, 55, 56, 57, 58, 59, 60, 61, 62, 50, 49, 48, 47, 46, 45, 44, 43, 42, 41, 39, 38, 37, 36, 35, 34. Continued on page 2 March 5,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000688 Truss GE02 Truss Type GABLE Qty 1 Ply 1 Wedgewood 286 Westvale Job Reference (optional) I40509666 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Mar 5 12:49:15 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:3f2J2SX1OK72IYOaZyV145ze_lX-OLvwXw?0y49lWaGJohnSi8AeWELUPUdxoyfzH?zdzFI NOTES- 12) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000688 Truss GE03 Truss Type GABLE Qty 1 Ply 1 Wedgewood 286 Westvale Job Reference (optional) I40509667 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Mar 5 12:49:17 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:3f2J2SX1OK72IYOaZyV145ze_lX-Kj1gyc0HUhPSluPiv6pwnZFtl2rqtDwEGF84LuzdzFG Scale = 1:90.1 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 46 47 48 49 13 3x6 5x8 8x8 6x8 5x6 3x8 MT18HS 3x6 4x8 6x8 4x6 4x6 2x4 3x4 2x4 6x6 6x10 4x6 4x6 5x16 MT18HS 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 7-0-0 7-0-0 14-7-11 7-7-11 21-6-12 6-11-1 31-9-10 10-2-14 38-6-8 6-8-14 42-3-0 3-8-8 -1-10-8 1-10-8 7-0-0 7-0-0 14-7-11 7-7-11 21-6-12 6-11-1 28-4-11 6-9-15 35-2-9 6-9-15 42-3-0 7-0-7 44-1-8 1-10-8 1-4-145-10-159-11-60-8-147.00 12 3.00 12 Plate Offsets (X,Y)-- [7:0-1-11,0-0-8], [8:0-4-0,0-4-4], [8:0-0-0,0-2-12], [11:0-3-5,0-3-0], [15:0-6-12,0-0-0], [16:0-2-8,0-2-0], [19:0-2-8,0-2-0], [29:0-1-11,0-0-8], [33:0-1-13,0-0-0] , [35:0-1-9,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.77 0.88 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.51 -1.00 0.16 0.31 (loc) 14-16 14-16 11 14-16 l/defl >908 >458 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 206 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 6-8,8-12: 2x6 SPF No.2, 1-4: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 6-18: 2x4 SPF No.2, 2-20: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud SLIDER Right 2x4 SPF-S Stud 3-5-15 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-2-0 oc bracing. WEBS 1 Row at midpt 3-18, 6-18, 7-16 REACTIONS. (size) 20=0-3-8, 11=4-0-0, 13=0-3-8 Max Horz 20=-291(LC 8) Max Uplift 20=-211(LC 10), 11=-342(LC 11) Max Grav 20=1914(LC 17), 11=1612(LC 2), 13=316(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2425/551, 3-5=-2147/594, 5-6=-2135/595, 6-7=-3554/797, 7-9=-4541/920, 9-11=-4618/1026, 2-20=-1803/561 BOT CHORD 19-20=-179/377, 18-19=-322/2187, 16-18=-561/3383, 14-16=-786/4179, 13-14=-903/4359, 11-13=-903/4359 WEBS 3-18=-431/216, 5-18=-330/1708, 6-18=-2073/495, 6-16=-70/813, 7-16=-927/356, 7-14=-0/340, 2-19=-277/1890 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) -1-10-8 to 3-5-2, Interior(1) 3-5-2 to 9-4-2, Exterior(2R) 9-4-2 to 19-11-5, Interior(1) 19-11-5 to 38-9-14, Exterior(2E) 38-9-14 to 44-1-8 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) All plates are MT20 plates unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 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) 20=211, 11=342. 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. March 5,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000688 Truss GE04 Truss Type GABLE COMMON Qty 1 Ply 1 Wedgewood 286 Westvale Job Reference (optional) I40509668 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Mar 5 12:49:21 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:3f2J2SX1OK72IYOaZyV145ze_lX-DVGBnz3nYwvuEVjT8ytsyPPbzfB3p0TqBt6IUfzdzFC Scale = 1:82.6 1 2 3 4 5 678 9 10 19 18 17 16 15 14 13 12 11 59 60 61 62 63 64 65 66 67 3x6 5x8 5x8 6x6 3x8 MT18HS3x4 4x8 3x6 3x6 3x8 3x4 3x6 4x6 3x6 5x10 MT18HS 4x6 3x6 9-2-3 9-2-3 18-1-15 8-11-11 23-9-8 5-7-9 29-5-1 5-7-9 35-10-0 6-4-15 42-11-0 7-1-0 -1-10-8 1-10-8 6-2-5 6-2-5 12-2-2 5-11-13 18-1-15 5-11-13 23-9-8 5-7-9 29-5-1 5-7-9 35-10-0 6-4-15 42-11-0 7-1-0 1-4-1412-0-04-1-912-0-07.00 12 Plate Offsets (X,Y)-- [3:0-2-8,0-2-0], [6:0-6-0,0-2-4], [8:0-6-0,0-2-4], [10:Edge,0-1-12], [11:Edge,0-3-8], [12:0-2-8,0-2-0], [45:0-1-15,0-1-0], [48:0-1-15,0-1-0], [55:0-1-11,0-0-8], [58:0-1-11,0-0-8] 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 0.69 0.99 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.28 -0.47 0.09 0.09 (loc) 16-18 16-18 11 16-18 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 361 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 14-17: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-16,6-15,7-15,8-15,8-13: 2x4 SPF No.2 2-19,3-19,10-11: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 21-22,26-27,28-29,32-34,35-36,39-40: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-2 oc purlins, except end verticals, and 2-0-0 oc purlins (4-1-14 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-16, 6-15, 7-15, 8-13, 10-11 2 Rows at 1/3 pts 3-19 REACTIONS. (size) 19=0-3-8, 11=0-11-8 Max Horz 19=369(LC 9) Max Uplift 19=-235(LC 10), 11=-148(LC 11) Max Grav 19=2035(LC 17), 11=1932(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-381/141, 3-5=-2588/338, 5-6=-2123/416, 6-7=-1782/424, 7-8=-1782/424, 8-9=-1895/406, 9-10=-1788/303, 2-19=-461/190, 10-11=-1826/265 BOT CHORD 18-19=-324/2284, 16-18=-224/2144, 15-16=-175/1773, 13-15=-74/1557, 12-13=-99/1479 WEBS 5-18=-43/411, 5-16=-637/263, 6-16=-123/849, 7-15=-376/186, 8-15=-188/594, 8-13=-64/302, 9-12=-564/157, 3-19=-2431/183, 10-12=-139/1659 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) -1-10-8 to 3-5-2, Interior(1) 3-5-2 to 10-8-0, Exterior(2R) 10-8-0 to 36-11-0, Interior(1) 36-11-0 to 37-5-10, Exterior(2E) 37-5-10 to 42-9-4 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) 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 studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 19=235, 11=148. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.Continued on page 2 March 5,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000688 Truss GE04 Truss Type GABLE COMMON Qty 1 Ply 1 Wedgewood 286 Westvale Job Reference (optional) I40509668 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Mar 5 12:49:21 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:3f2J2SX1OK72IYOaZyV145ze_lX-DVGBnz3nYwvuEVjT8ytsyPPbzfB3p0TqBt6IUfzdzFC NOTES- 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000688 Truss GE05 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Wedgewood 286 Westvale Job Reference (optional) I40509669 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Mar 5 12:49:24 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:3f2J2SX1OK72IYOaZyV145ze_lX-d4yKQ?6grrIT5zS2q4RZa21A9sPz0Z4GtrLy5_zdzF9 Scale = 1:85.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 80 79 78 77 76 75 74 73 72 71 70 69 68 67 66 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 3x4 3x6 4x6 4x6 6x6 4x6 3x4 3x4 5x6 3x6 47-7-0 47-7-0 -1-10-8 1-10-8 18-1-15 18-1-15 29-5-1 11-3-2 47-7-0 18-1-15 49-5-8 1-10-8 1-4-1412-0-01-4-1412-0-07.00 12 Plate Offsets (X,Y)-- [17:0-3-0,0-3-12], [68:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.37 0.15 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 0.01 0.01 (loc) 42 42 43 42 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 440 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 26-58,25-59,24-60,23-61,22-62,21-63,20-64,19-65,18-66,16-67,15-68 ,14-69,13-70,27-57,28-55,29-54,30-53: 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.): 17-26. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 26-58, 25-59, 24-60, 23-61, 22-62, 21-63, 20-64, 19-65, 18-66, 16-67, 15-68, 14-69, 13-70, 27-57, 28-55, 29-54, 30-53 REACTIONS.All bearings 47-7-0. (lb) - Max Horz 80=-340(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 59, 60, 61, 62, 63, 64, 65, 68, 69, 70, 71, 72, 73, 74, 75, 76, 77, 78, 55, 54, 53, 52, 51, 50, 49, 48, 47, 46, 45 except 80=-254(LC 6), 43=-202(LC 7), 79=-214(LC 7), 44=-180(LC 6) Max Grav All reactions 250 lb or less at joint(s) 58, 59, 60, 61, 62, 63, 64, 65, 66, 67, 68, 69, 70, 71, 72, 73, 74, 75, 76, 77, 78, 79, 57, 55, 54, 53, 52, 51, 50, 49, 48, 47, 46, 45, 44 except 80=374(LC 18), 43=335(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-80=-294/194, 9-11=-125/268, 11-12=-144/303, 12-13=-162/335, 13-14=-184/371, 14-15=-205/408, 15-16=-222/440, 16-17=-218/423, 17-18=-206/410, 18-19=-206/410, 19-20=-206/410, 20-21=-206/410, 21-22=-206/410, 22-23=-206/410, 23-24=-206/410, 24-25=-206/410, 25-26=-206/410, 26-27=-223/438, 27-28=-220/433, 28-29=-199/397, 29-30=-178/361, 30-31=-157/325, 31-32=-139/293, 32-34=-119/259, 41-43=-263/203 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) -1-10-8 to 3-5-2, Exterior(2N) 3-5-2 to 12-10-5, Corner(3R) 12-10-5 to 23-5-8, Exterior(2N) 23-5-8 to 23-11-5, Corner(3R) 23-11-5 to 34-7-5, Exterior(2N) 34-7-5 to 43-11-5, Corner(3E) 43-11-5 to 49-5-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Continued on page 2 March 5,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000688 Truss GE05 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Wedgewood 286 Westvale Job Reference (optional) I40509669 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Mar 5 12:49:25 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:3f2J2SX1OK72IYOaZyV145ze_lX-5GWidL6Ic9QKj70ENoyo6FaLvGlCl0KP6V4VdQzdzF8 NOTES- 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 59, 60, 61, 62, 63, 64, 65, 68, 69, 70, 71, 72, 73, 74, 75, 76, 77, 78, 55, 54, 53, 52, 51, 50, 49, 48, 47, 46, 45 except (jt=lb) 80=254, 43=202, 79=214, 44=180. 12) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000688 Truss GE06 Truss Type Common Supported Gable Qty 2 Ply 1 Wedgewood 286 Westvale Job Reference (optional) I40509670 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Mar 5 12:49:26 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:3f2J2SX1OK72IYOaZyV145ze_lX-aS44rh7wMSYBKHbRxVT1fT7UUg6kUOQZK9q2AtzdzF7 Scale = 1:39.2 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 3x6 3x6 4x6 3x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 10-7-0 10-7-0 -1-10-8 1-10-8 5-3-8 5-3-8 10-7-0 5-3-8 12-5-8 1-10-8 1-10-146-3-131-10-1410.00 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 0.45 0.13 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.05 -0.00 0.05 (loc) 11 11 12 11 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 63 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 10-7-0. (lb) - Max Horz 20=-216(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 17, 18, 15, 14 except 20=-180(LC 6), 12=-173(LC 7), 19=-158(LC 7), 13=-152(LC 6) Max Grav All reactions 250 lb or less at joint(s) 16, 17, 18, 19, 15, 14, 13 except 20=279(LC 18), 12=273(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-20=-235/476, 2-3=-109/301, 3-4=-61/263, 4-5=-103/388, 5-6=-133/434, 6-7=-133/434, 7-8=-103/388, 8-9=-61/263, 9-10=-105/301, 10-12=-235/476 WEBS 6-16=-448/85 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) -1-10-8 to 3-5-2, Corner(3R) 3-5-2 to 7-1-14, Corner(3E) 7-1-14 to 12-5-8 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) 17, 18, 15, 14 except (jt=lb) 20=180, 12=173, 19=158, 13=152. 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. March 5,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000688 Truss GE07 Truss Type Monopitch Supported Gable Qty 1 Ply 1 Wedgewood 286 Westvale Job Reference (optional) I40509671 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Mar 5 12:49:27 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:3f2J2SX1OK72IYOaZyV145ze_lX-2edS218Y7mg2yQAdVD_GBgffd4TaDt7iZpZciJzdzF6 Scale = 1:28.3 1 2 3 4 5 6 11 10 9 8 7 2x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 6x6 2x4 -1-10-8 1-10-8 4-11-8 4-11-8 2-2-05-0-117.00 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 0.49 0.02 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.00 (loc) 1 1-2 7 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 31 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 4-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 4-11-8. (lb) - Max Horz 11=198(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 7, 8, 9 except 11=-166(LC 6), 10=-291(LC 7) Max Grav All reactions 250 lb or less at joint(s) 7, 8, 9, 10 except 11=433(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-428/169 WEBS 3-10=-270/93, 2-10=-255/745 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) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * 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) 7, 8, 9 except (jt=lb) 11=166, 10=291. 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. March 5,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000688 Truss GE08 Truss Type Valley Qty 1 Ply 1 Wedgewood 286 Westvale Job Reference (optional) I40509672 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Mar 5 12:49:29 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:3f2J2SX1OK72IYOaZyV145ze_lX-_1lCTj9ofNwlCkK0ce1kH5l2et82hlS?172jmBzdzF4 Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 31 30 29 28 27 26 25 24 23 22 21 20 19 18 32 33 34 35 36 3x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 13-1-9 13-1-9 23-3-11 10-2-2 11-7-13 11-7-13 23-3-11 11-7-13 0-0-49-8-90-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.26 0.02 0.43 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.07 0.00 (loc) 1 1 17 1 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 131 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* 8-25,10-24: 2x4 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. JOINTS 1 Brace at Jt(s): 32, 33, 34 REACTIONS.All bearings 10-5-10. (lb) - Max Horz 1=-240(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 17, 26, 27, 28, 29, 30, 31, 24, 22, 21, 20, 19, 18 except 1=-174(LC 6), 25=-112(LC 9), 23=-134(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 17, 26, 27, 28, 29, 30, 31, 24, 23, 22, 21, 20, 19, 18 except 25=329(LC 11), 24=287(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-309/313, 2-3=-287/303, 3-4=-270/304, 4-5=-254/338, 5-6=-236/369, 6-7=-221/402, 7-8=-246/485, 8-9=-202/363, 9-10=-202/363, 10-11=-246/472, 11-12=-192/365, 12-13=-160/309, 13-14=-129/253 WEBS 25-33=-323/122, 24-34=-291/89 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) 0-4-13 to 5-8-7, Exterior(2N) 5-8-7 to 6-3-13, Corner(3R) 6-3-13 to 16-11-13, Exterior(2N) 16-11-13 to 17-7-4, Corner(3E) 17-7-4 to 22-10-14 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) 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) 17, 26, 27, 28, 29, 30, 31, 24, 22, 21, 20, 19, 18 except (jt=lb) 1=174, 25=112, 23=134. 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. March 5,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000688 Truss GE09 Truss Type Monopitch Supported Gable Qty 1 Ply 1 Wedgewood 286 Westvale Job Reference (optional) I40509673 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Mar 5 12:49:30 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:3f2J2SX1OK72IYOaZyV145ze_lX-SDJbg2ARQh2cpuvCALYzpJHCBHU8QIR8FnoGJezdzF3 Scale = 1:9.0 1 2 3 4 2x4 2x4 4x6 3x6 -1-10-8 1-10-8 1-11-8 1-11-8 0-6-141-2-114.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-2-5], [2:0-1-11,0-6-7] 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 0.34 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.00 0.00 (loc) 1 1 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=1-11-8, 2=1-11-8 Max Horz 2=46(LC 7) Max Uplift 4=-3(LC 7), 2=-129(LC 6) Max Grav 4=37(LC 3), 2=244(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp 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) 4 except (jt=lb) 2=129. 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. March 5,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000688 Truss GE10 Truss Type Monopitch Supported Gable Qty 1 Ply 1 Wedgewood 286 Westvale Job Reference (optional) I40509674 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Mar 5 12:49:30 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:3f2J2SX1OK72IYOaZyV145ze_lX-SDJbg2ARQh2cpuvCALYzpJH7hHUGQIR8FnoGJezdzF3 Scale = 1:9.2 1 2 3 54 4x10 2x4 2x4 -2-10-8 2-10-8 0-11-8 0-11-8 0-10-141-2-114.00 12 Plate Offsets (X,Y)-- [2:0-0-9,0-1-12], [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 0.69 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 0.00 (loc) 1 1 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 0-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 5=0-11-8, 4=0-11-8 Max Horz 5=63(LC 9) Max Uplift 5=-396(LC 6), 4=-358(LC 1) Max Grav 5=596(LC 1), 4=260(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-561/1138, 3-4=-715/337 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) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * 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) except (jt=lb) 5=396, 4=358. 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. March 5,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000688 Truss GE11 Truss Type Valley Qty 1 Ply 1 Wedgewood 286 Westvale Job Reference (optional) I40509675 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Mar 5 12:49:31 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:3f2J2SX1OK72IYOaZyV145ze_lX-wQtzuOB3B?ATR2UOk33CMWqNPhoE9lhIURXpr4zdzF2 Scale = 1:13.2 1 2 3 2x4 2x4 2x4 3-6-10 3-6-10 2-0-147.00 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 0.37 0.17 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=3-6-10, 3=3-6-10 Max Horz 1=65(LC 7) Max Uplift 1=-13(LC 10), 3=-33(LC 10) Max Grav 1=115(LC 1), 3=124(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 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, 3. 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. March 5,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000688 Truss M01 Truss Type MONOPITCH Qty 5 Ply 1 Wedgewood 286 Westvale Job Reference (optional) I40509676 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Mar 5 12:49:32 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:3f2J2SX1OK72IYOaZyV145ze_lX-OcRL5kChyIIK3C3aImaRukNYv57duBfRj5HNNWzdzF1 Scale = 1:28.3 1 2 3 5 4 2x4 2x4 3x6 3x4 -1-10-8 1-10-8 4-11-8 4-11-8 2-2-05-0-114-9-30-3-85-0-117.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.32 0.22 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.06 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >984 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 25 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* 2-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-8 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=123(LC 7) Max Uplift 5=-9(LC 10), 4=-110(LC 10) Max Grav 5=334(LC 1), 4=195(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-288/128 BOT CHORD 4-5=-310/97 WEBS 2-4=-105/335 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) 5 except (jt=lb) 4=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. March 5,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000688 Truss M02 Truss Type Monopitch Qty 5 Ply 1 Wedgewood 286 Westvale Job Reference (optional) I40509677 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Mar 5 12:49:33 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:3f2J2SX1OK72IYOaZyV145ze_lX-so?jJ4DJjcQBgLenrT5gRxvlmUTNdfAbxl0wvzzdzF0 Scale = 1:9.0 1 2 3 4 2x4 2x4 3x4 3x6 1-11-8 1-11-8 -1-10-8 1-10-8 1-11-8 1-11-8 0-6-141-2-114.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-5], [2:0-1-11,0-6-7] 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 0.26 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 2 2-4 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=Mechanical, 2=0-3-8 Max Horz 2=54(LC 6) Max Uplift 2=-127(LC 6) Max Grav 4=35(LC 3), 2=247(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp 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) 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) except (jt=lb) 2=127. 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. March 5,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000688 Truss M03 Truss Type MONOPITCH Qty 5 Ply 1 Wedgewood 286 Westvale Job Reference (optional) I40509678 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Mar 5 12:49:33 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:3f2J2SX1OK72IYOaZyV145ze_lX-so?jJ4DJjcQBgLenrT5gRxvhTUW3dfAbxl0wvzzdzF0 Scale = 1:9.2 1 2 3 5 4 2x4 2x4 4x10 0-11-8 0-11-8 -2-10-8 2-10-8 0-11-8 0-11-8 0-10-141-2-114.00 12 Plate Offsets (X,Y)-- [2:0-0-9,0-1-12], [5:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.46 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 5 5 4 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 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 0-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 4=Mechanical, 5=0-3-8 Max Horz 5=63(LC 9) Max Uplift 4=-358(LC 1), 5=-396(LC 6) Max Grav 4=260(LC 6), 5=596(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-519/337, 2-5=-561/836 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) except (jt=lb) 4=358, 5=396. 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. March 5,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000688 Truss M04 Truss Type Monopitch Qty 2 Ply 1 Wedgewood 286 Westvale Job Reference (optional) I40509679 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Mar 5 12:49:35 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:3f2J2SX1OK72IYOaZyV145ze_lX-pB6UjmEZFDgvwfn9zu78WM?1LIBZ5X8tP3V1_rzdzF_ Scale = 1:19.7 1 2 3 5 4 2x4 2x4 3x6 3x4 1-8-0 1-8-0 -1-10-8 1-10-8 1-8-0 1-8-0 1-10-143-3-93-0-10-3-83-3-910.00 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 0.50 0.02 0.10 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 >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 13 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* 2-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-8-0 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=103(LC 10) Max Uplift 4=-89(LC 10) Max Grav 5=265(LC 1), 4=31(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-252/96 BOT CHORD 4-5=-252/31 WEBS 2-4=-49/399 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) 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. March 5,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000688 Truss PB01 Truss Type Piggyback Qty 20 Ply 1 Wedgewood 286 Westvale Job Reference (optional) I40509680 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Mar 5 12:49:36 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:3f2J2SX1OK72IYOaZyV145ze_lX-HNgsx6FB0XomXpMMXcfN3aXFJiUmq?_1ejFaVHzdzEz Scale = 1:21.4 1 2 3 4 5 6 4x6 3x4 3x4 2x4 11-3-2 11-3-2 5-7-9 5-7-9 11-3-2 5-7-9 0-4-53-1-150-1-80-4-50-1-87.00 12 Plate Offsets (X,Y)-- [2:0-0-5,Edge], [4:0-0-5,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 0.30 0.21 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.01 0.02 0.00 -0.01 (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: 28 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. (size) 2=9-7-4, 4=9-7-4, 6=9-7-4 Max Horz 2=-79(LC 8) Max Uplift 2=-51(LC 10), 4=-61(LC 11), 6=-17(LC 10) Max Grav 2=217(LC 1), 4=217(LC 1), 6=392(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) 2, 4, 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. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. March 5,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000688 Truss PBE01 Truss Type Piggyback Qty 1 Ply 1 Wedgewood 286 Westvale Job Reference (optional) I40509681 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Mar 5 12:49:37 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:3f2J2SX1OK72IYOaZyV145ze_lX-laEE8SGqnrwd9zxY4JAcbn4U46tqZSZAsN_81kzdzEy Scale = 1:21.4 1 2 3 4 5 6 7 8 9 14 13 12 11 10 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 11-3-2 11-3-2 5-7-9 5-7-9 11-3-2 5-7-9 0-4-53-1-150-1-80-4-50-1-87.00 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 0.04 0.03 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 8 8 8 8 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 34 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-7-4. (lb) - Max Horz 2=-79(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 13, 14, 11, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 8, 12, 13, 14, 11, 10 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, 8, 13, 14, 11, 10. 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. March 5,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000688 Truss PBE02 Truss Type Piggyback Qty 1 Ply 1 Wedgewood 286 Westvale Job Reference (optional) I40509682 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Mar 5 12:49:38 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:3f2J2SX1OK72IYOaZyV145ze_lX-DmocMnGSY82Un7Wke1hr8?cfpVD3IvpK51khaAzdzEx Scale = 1:21.4 1 2 3 4 5 6 7 8 9 14 13 12 11 10 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 11-3-2 11-3-2 5-7-9 5-7-9 11-3-2 5-7-9 0-4-53-1-150-1-80-4-50-1-87.00 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 0.04 0.03 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 8 8 8 8 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 34 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-7-4. (lb) - Max Horz 2=-79(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 13, 14, 11, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 8, 12, 13, 14, 11, 10 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, 8, 13, 14, 11, 10. 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. March 5,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000688 Truss T01 Truss Type Common Qty 10 Ply 1 Wedgewood 286 Westvale Job Reference (optional) I40509683 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Mar 5 12:49:39 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:3f2J2SX1OK72IYOaZyV145ze_lX-hyM_Z7H4ISALOG5xCkC4hC9jlvPr1EiTKgTF6czdzEw Scale = 1:51.8 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 4x6 3x4 3x4 5x8 3x4 5x8 3x6 3x8 3x8 3x6 8-0-8 8-0-8 15-10-8 7-10-0 23-11-0 8-0-8 -1-10-8 1-10-8 6-1-0 6-1-0 11-11-8 5-10-8 17-10-0 5-10-8 23-11-0 6-1-0 25-9-8 1-10-8 1-4-08-3-111-4-07.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-3-0], [5:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.41 0.70 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.21 0.04 0.04 (loc) 9-11 9-11 8 9-11 l/defl >999 >999 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 WEBS 2x3 SPF No.2 *Except* 2-12,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-12, 5-8 REACTIONS. (size) 12=0-3-8, 8=0-3-8 Max Horz 12=-247(LC 8) Max Uplift 12=-161(LC 10), 8=-161(LC 11) Max Grav 12=1194(LC 17), 8=1194(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-294/126, 3-4=-1255/265, 4-5=-1255/265, 5-6=-294/126, 2-12=-403/177, 6-8=-403/177 BOT CHORD 11-12=-143/1194, 9-11=0/861, 8-9=-40/1059 WEBS 4-9=-122/567, 4-11=-121/567, 3-12=-1144/105, 5-8=-1144/105 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-10-8 to 3-5-2, Interior(1) 3-5-2 to 6-7-14, Exterior(2R) 6-7-14 to 17-3-2, Interior(1) 17-3-2 to 20-5-14, Exterior(2E) 20-5-14 to 25-9-8 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) 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) except (jt=lb) 12=161, 8=161. 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. March 5,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000688 Truss T02 Truss Type ROOF SPECIAL Qty 4 Ply 1 Wedgewood 286 Westvale Job Reference (optional) I40509684 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Mar 5 12:49:40 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:3f2J2SX1OK72IYOaZyV145ze_lX-99wNnTIi3mJC0Qg7mRjJDQiljJiDmdIcYKDoe3zdzEv Scale = 1:76.4 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 21 22 23 3x6 5x8 8x8 4x8 5x6 3x8 MT18HS 3x6 4x8 6x8 4x6 4x6 3x4 2x4 8x8 6x10 4x10 5x12 3x16 MT18HS 7-0-0 7-0-0 14-7-11 7-7-11 21-6-12 6-11-1 31-9-10 10-2-14 42-3-0 10-5-6 -1-10-8 1-10-8 7-0-0 7-0-0 14-7-11 7-7-11 21-6-12 6-11-1 28-4-11 6-9-15 35-0-0 6-7-5 42-3-0 7-3-0 44-1-8 1-10-8 1-4-145-10-159-11-60-8-147.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [10:0-3-3,Edge], [10:0-0-0,0-2-14], [10:0-2-11,1-9-14], [14:0-2-8,0-2-0], [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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.98 0.88 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.44 -0.88 0.17 0.28 (loc) 12-14 12-14 10 12-14 l/defl >999 >575 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 181 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-8,8-11: 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 6-16: 2x4 SPF No.2, 2-18: 2x4 SPF-S Stud WEDGE Right: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-4-5 oc bracing. WEBS 1 Row at midpt 3-16, 6-16, 7-14 REACTIONS. (size) 18=0-3-8, 10=0-3-8 Max Horz 18=-291(LC 8) Max Uplift 18=-206(LC 10), 10=-318(LC 11) Max Grav 18=1936(LC 17), 10=1901(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2460/547, 3-5=-2188/587, 5-6=-2176/588, 6-7=-3630/782, 7-9=-4921/883, 9-10=-5072/985, 2-18=-1824/557 BOT CHORD 17-18=-175/372, 16-17=-322/2219, 14-16=-550/3459, 12-14=-751/4348, 10-12=-867/4813 WEBS 3-16=-429/221, 5-16=-326/1754, 6-16=-2127/486, 6-14=-61/828, 7-14=-1011/329, 7-12=0/599, 2-17=-280/1926 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) -1-10-8 to 3-5-2, Interior(1) 3-5-2 to 9-4-2, Exterior(2R) 9-4-2 to 19-11-5, Interior(1) 19-11-5 to 38-9-14, Exterior(2E) 38-9-14 to 44-1-8 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) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=206, 10=318. 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. March 5,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000688 Truss T03 Truss Type PIGGYBACK BASE Qty 6 Ply 1 Wedgewood 286 Westvale Job Reference (optional) I40509685 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Mar 5 12:49:42 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:3f2J2SX1OK72IYOaZyV145ze_lX-6X17B9KybNZvFkqVtsmnIrnBS6NUEWjv0eivjxzdzEt Scale = 1:82.6 1 2 3 4 5 678 9 10 19 18 17 16 15 14 13 12 11 20 21 22 23 24 25 26 27 28 3x6 5x8 5x8 6x6 3x8 MT18HS3x4 4x8 3x6 3x6 2x4 3x8 3x4 3x6 4x6 3x6 5x10 MT18HS 4x6 3x6 9-2-3 9-2-3 18-1-15 8-11-11 23-9-8 5-7-9 29-5-1 5-7-9 35-10-0 6-4-15 42-11-0 7-1-0 -1-10-8 1-10-8 6-2-5 6-2-5 12-2-2 5-11-13 18-1-15 5-11-13 23-9-8 5-7-9 29-5-1 5-7-9 35-10-0 6-4-15 42-11-0 7-1-0 1-4-1412-0-04-1-912-0-07.00 12 Plate Offsets (X,Y)-- [3:0-2-8,0-2-0], [6:0-6-0,0-2-4], [8:0-6-0,0-2-4], [10:Edge,0-1-12], [11:Edge,0-3-8], [12:0-2-8,0-2-0] 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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.58 0.90 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.27 -0.45 0.09 0.09 (loc) 16-18 16-18 11 16-18 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 227 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 14-17: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-18,5-18,5-16,9-13,9-12,10-12: 2x3 SPF No.2 2-19,10-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-4 oc purlins, except end verticals, and 2-0-0 oc purlins (4-1-14 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-16, 6-15, 7-15, 8-13, 3-19, 10-11 REACTIONS. (size) 19=0-3-8, 11=0-3-8 Max Horz 19=369(LC 9) Max Uplift 19=-235(LC 10), 11=-148(LC 11) Max Grav 19=2035(LC 17), 11=1932(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-349/139, 3-5=-2591/338, 5-6=-2123/416, 6-7=-1782/424, 7-8=-1782/424, 8-9=-1895/406, 9-10=-1788/303, 2-19=-442/189, 10-11=-1826/265 BOT CHORD 18-19=-324/2285, 16-18=-224/2144, 15-16=-175/1773, 13-15=-74/1557, 12-13=-99/1479 WEBS 5-18=-43/414, 5-16=-637/263, 6-16=-123/848, 7-15=-376/186, 8-15=-188/594, 8-13=-64/302, 9-12=-564/157, 3-19=-2467/186, 10-12=-139/1659 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) -1-10-8 to 3-5-2, Interior(1) 3-5-2 to 10-8-0, Exterior(2R) 10-8-0 to 36-11-0, Interior(1) 36-11-0 to 37-5-10, Exterior(2E) 37-5-10 to 42-9-4 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) except (jt=lb) 19=235, 11=148. 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. March 5,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000688 Truss T03C Truss Type PIGGYBACK BASE Qty 1 Ply 1 Wedgewood 286 Westvale Job Reference (optional) I40509686 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Mar 5 12:49:43 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:3f2J2SX1OK72IYOaZyV145ze_lX-ajbVPVKaMhhmtuPiRaH0r2KNGWjozyy3FIRSFNzdzEs Scale = 1:82.6 1 2 3 4 5 678 9 10 19 18 17 16 15 14 13 12 11 20 21 22 23 24 25 26 27 3x6 5x8 5x8 5x6 3x8 MT18HS3x4 4x8 3x6 3x6 2x4 3x8 3x4 3x6 4x6 3x6 5x10 MT18HS 4x8 3x6 9-2-3 9-2-3 18-1-15 8-11-11 23-9-8 5-7-9 29-5-1 5-7-9 35-10-0 6-4-15 42-11-0 7-1-0 -1-10-8 1-10-8 6-2-5 6-2-5 12-2-2 5-11-13 18-1-15 5-11-13 23-9-8 5-7-9 29-5-1 5-7-9 35-10-0 6-4-15 42-11-0 7-1-0 1-4-1412-0-00-3-812-0-07.00 12 Plate Offsets (X,Y)-- [3:0-2-8,0-2-0], [6:0-6-0,0-2-4], [8:0-6-0,0-2-4], [10:Edge,0-1-12], [11:0-3-8,Edge], [12:0-2-8,0-2-0] 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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.57 0.89 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.27 -0.45 0.09 0.09 (loc) 16-18 16-18 11 16-18 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 226 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 14-17: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-18,5-18,5-16,9-13,9-12,10-12: 2x3 SPF No.2 2-19,10-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-8 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-5 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-16, 6-15, 7-15, 8-13, 3-19, 10-11 REACTIONS. (size) 19=0-3-8, 11=0-3-8 Max Horz 19=372(LC 7) Max Uplift 19=-234(LC 10), 11=-145(LC 11) Max Grav 19=2021(LC 17), 11=1919(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-348/139, 3-5=-2566/337, 5-6=-2096/415, 6-7=-1751/423, 7-8=-1751/423, 8-9=-1851/405, 9-10=-1702/301, 2-19=-441/189, 10-11=-1819/268 BOT CHORD 18-19=-324/2267, 16-18=-228/2124, 15-16=-179/1752, 13-15=-79/1519, 12-13=-99/1409 WEBS 5-18=-43/417, 5-16=-639/263, 6-16=-123/850, 7-15=-375/187, 8-15=-187/607, 8-13=-75/265, 9-13=-160/262, 9-12=-605/160, 3-19=-2444/185, 10-12=-142/1626 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) -1-10-8 to 3-5-2, Interior(1) 3-5-2 to 10-8-0, Exterior(2R) 10-8-0 to 37-1-10, Exterior(2E) 37-1-10 to 42-5-4 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) 19=234, 11=145. 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. March 5,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000688 Truss T04 Truss Type Piggyback Base Qty 2 Ply 1 Wedgewood 286 Westvale Job Reference (optional) I40509687 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Mar 5 12:49:45 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:3f2J2SX1OK72IYOaZyV145ze_lX-W6jGqBMruIxU6BY4Y?JUwTPhyKNYRtAMicwZKGzdzEq Scale = 1:85.6 1 2 3 4 5 67 89 10 11 22 21 20 19 18 17 16 15 14 13 12 23 24 25 26 27 28 29 3x6 5x8 6x10 6x6 3x8 MT18HS 2x4 2x4 6x10 4x6 2x4 4x6 3x4 4x8 3x6 5x12 8x10 8x10 3x6 4x6 3x6 5x10 MT18HS 9-2-3 9-2-3 18-1-15 8-11-11 22-4-0 4-2-1 27-8-0 5-4-0 29-5-1 1-9-1 35-10-0 6-4-15 42-11-0 7-1-0 -1-10-8 1-10-8 6-2-5 6-2-5 12-2-2 5-11-13 18-1-15 5-11-13 22-4-0 4-2-1 27-8-0 5-4-0 29-5-1 1-9-1 35-10-0 6-4-15 42-11-0 7-1-0 1-4-1412-0-04-1-92-0-012-0-07.00 12 Plate Offsets (X,Y)-- [3:0-2-8,0-2-0], [6:0-6-0,0-2-4], [9:0-7-0,0-1-12], [11:Edge,0-1-12], [12:Edge,0-2-0], [13:0-2-8,0-2-0], [16:0-5-12,0-5-12], [17:0-3-0,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.69 1.00 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.35 -0.59 0.27 0.13 (loc) 19-21 19-21 12 16-17 l/defl >999 >867 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 247 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 20-22: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 6-19,9-14: 2x4 SPF 2100F 1.8E, 6-17,8-17: 2x4 SPF No.2 2-22,3-22,11-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-9 oc purlins, except end verticals, and 2-0-0 oc purlins (3-8-0 max.): 6-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 18-19,15-16. 1 Row at midpt 7-17, 8-16 WEBS 1 Row at midpt 5-19, 6-19, 9-14, 11-12 2 Rows at 1/3 pts 3-22 REACTIONS. (size) 12=Mechanical, 22=0-3-8 Max Horz 22=370(LC 7) Max Uplift 12=-148(LC 11), 22=-235(LC 10) Max Grav 12=1903(LC 2), 22=2010(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-376/141, 3-5=-2550/337, 5-6=-2076/416, 6-7=-2110/428, 7-8=-2117/429, 8-9=-1908/412, 9-10=-1862/407, 10-11=-1758/303, 2-22=-459/191, 11-12=-1796/264 BOT CHORD 21-22=-324/2253, 19-21=-224/2108, 7-17=-324/156, 16-17=-127/1925, 8-16=-575/264, 13-14=-98/1453 WEBS 5-21=-43/421, 5-19=-645/263, 6-19=-315/106, 17-19=-180/1955, 6-17=-67/1029, 8-17=-146/452, 14-16=-88/2451, 9-16=-316/2474, 9-14=-1791/259, 10-13=-576/158, 3-22=-2397/182, 11-13=-139/1628 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) -1-10-8 to 3-5-2, Interior(1) 3-5-2 to 10-8-0, Exterior(2R) 10-8-0 to 36-11-0, Interior(1) 36-11-0 to 37-5-10, Exterior(2E) 37-5-10 to 42-9-4 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) except (jt=lb) 12=148, 22=235. 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. March 5,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000688 Truss T05 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 286 Westvale Job Reference (optional) I40509688 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Mar 5 12:49:46 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:3f2J2SX1OK72IYOaZyV145ze_lX-_IHe1XNTfc3LkL7H6iqjThyqpko3AMXVxGg6sizdzEp Scale = 1:87.3 1 2 3 4 5 678 9 10 11 21 20 19 18 17 16 15 14 13 12 22 23 24 25 26 27 28 29 30 4x6 6x8 6x8 8x8 12x12 4x6 3x8 MT18HS3x6 5x8 4x6 3x6 3x8 2x4 3x6 3x6 5x8 5x12 4x6 5x10 MT18HS 3x8 MT18HS 9-2-3 9-2-3 18-1-15 8-11-11 23-9-8 5-7-9 29-5-1 5-7-9 35-10-0 6-4-15 42-11-0 7-1-0 47-7-0 4-8-0 -1-10-8 1-10-8 6-2-5 6-2-5 12-2-2 5-11-13 18-1-15 5-11-13 23-9-8 5-7-9 29-5-1 5-7-9 35-10-0 6-4-15 42-11-0 7-1-0 47-7-0 4-8-0 1-4-143-8-412-0-03-8-412-0-07.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [6:0-5-4,0-3-0], [8:0-5-4,0-3-0], [9:0-4-0,0-3-8], [12:Edge,0-3-8], [13:0-2-8,0-2-8], [14:0-2-8,0-1-8] 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 0.81 0.66 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.27 -0.46 0.13 0.09 (loc) 18-20 18-20 12 18-20 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 298 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 9-10: 2x10 SP No.1 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 11-12,2-21: 2x4 SPF-S Stud 6-18,6-17,7-17,8-17,8-16,11-13,3-21: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-10 oc purlins, except end verticals, and 2-0-0 oc purlins (4-5-15 max.): 6-8, 10-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-18, 7-17, 9-16, 3-21 REACTIONS. (size) 12=Mechanical, 21=0-3-8 Max Horz 21=301(LC 7) Max Uplift 12=-200(LC 11), 21=-239(LC 10) Max Grav 12=2117(LC 2), 21=2232(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-450/134, 3-5=-2959/430, 5-6=-2517/472, 6-7=-2217/474, 7-8=-2217/474, 8-9=-2527/471, 9-10=-2958/418, 10-11=-2503/286, 11-12=-2052/258, 2-21=-507/200 BOT CHORD 20-21=-398/2539, 18-20=-276/2428, 17-18=-173/2110, 16-17=-173/2099, 14-16=-275/2479, 13-14=-293/2549 WEBS 5-20=-41/379, 5-18=-623/263, 6-18=-120/840, 6-17=-210/402, 7-17=-357/184, 8-17=-198/406, 8-16=-114/801, 9-16=-707/247, 9-14=0/362, 10-13=-1655/291, 11-13=-352/3097, 3-21=-2713/269 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) -1-10-8 to 3-5-2, Interior(1) 3-5-2 to 12-10-5, Exterior(2R) 12-10-5 to 23-5-8, Interior(1) 23-5-8 to 24-1-8, Exterior(2R) 24-1-8 to 34-8-11, Interior(1) 34-8-11 to 42-11-0, Exterior(2E) 42-11-0 to 47-5-4 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) 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) except (jt=lb) 12=200, 21=239. 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. March 5,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000688 Truss T08 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 286 Westvale Job Reference (optional) I40509689 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Mar 5 12:49:48 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:3f2J2SX1OK72IYOaZyV145ze_lX-whPOSCOjBDJ3zfHfE7sBY61CeXTZeGAoOa9DwbzdzEn Scale = 1:89.1 1 2 3 4 5 678 9 10 11 12 13 22 21 20 19 18 17 16 15 14 23 24 25 26 27 28 29 30 31 32 4x6 6x8 6x8 4x6 3x8 MT18HS3x6 5x8 4x6 3x6 3x8 2x4 3x6 4x6 3x6 5x8 4x6 5x10 MT18HS 5x10 MT18HS 4x6 3x8 MT18HS 9-2-3 9-2-3 18-1-15 8-11-11 23-9-8 5-7-9 29-5-1 5-7-9 38-4-13 8-11-11 47-7-0 9-2-3 -1-10-8 1-10-8 6-2-5 6-2-5 12-2-2 5-11-13 18-1-15 5-11-13 23-9-8 5-7-9 29-5-1 5-7-9 35-4-14 5-11-13 41-4-11 5-11-13 47-7-0 6-2-5 49-5-8 1-10-8 1-4-1412-0-01-4-1412-0-07.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [6:0-5-4,0-3-0], [8:0-5-4,0-3-0], [12:0-3-0,0-1-12] 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-S 0.66 0.66 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.27 -0.45 0.14 0.09 (loc) 15-17 15-17 14 19-21 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 281 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-21,5-21,5-19,9-17,9-15,11-15: 2x3 SPF No.2 2-22,12-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-9 oc purlins, except end verticals, and 2-0-0 oc purlins (4-10-6 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-19, 7-18, 9-17, 3-22, 11-14 REACTIONS. (size) 22=0-3-8, 14=0-3-8 Max Horz 22=-339(LC 8) Max Uplift 22=-242(LC 10), 14=-242(LC 11) Max Grav 22=2235(LC 2), 14=2235(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-451/125, 3-5=-2963/355, 5-6=-2522/434, 6-7=-2221/445, 7-8=-2221/445, 8-9=-2522/434, 9-11=-2963/355, 11-12=-450/125, 2-22=-508/193, 12-14=-507/193 BOT CHORD 21-22=-310/2583, 19-21=-185/2473, 18-19=-93/2115, 17-18=-10/2115, 15-17=-94/2398, 14-15=-145/2428 WEBS 5-21=-41/378, 5-19=-622/263, 6-19=-118/846, 6-18=-215/397, 7-18=-358/183, 8-18=-215/397, 8-17=-118/846, 9-17=-622/263, 9-15=-42/378, 3-22=-2716/199, 11-14=-2716/199 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) -1-10-8 to 3-5-2, Interior(1) 3-5-2 to 10-8-0, Exterior(2R) 10-8-0 to 36-11-0, Interior(1) 36-11-0 to 44-1-14, Exterior(2E) 44-1-14 to 49-5-8 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) 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=242, 14=242. 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. March 5,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000688 Truss T09 Truss Type COMMON Qty 3 Ply 1 Wedgewood 286 Westvale Job Reference (optional) I40509690 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Mar 5 12:49:48 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:3f2J2SX1OK72IYOaZyV145ze_lX-whPOSCOjBDJ3zfHfE7sBY61HOXapeRzoOa9DwbzdzEn Scale = 1:39.2 1 2 3 4 7 6 5 8 5x6 4x6 2x4 2x4 3x8 5x6 5-3-8 5-3-8 10-7-0 5-3-8 5-3-8 5-3-8 10-7-0 5-3-8 12-5-8 1-10-8 1-10-146-3-131-10-1410.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-1-8], [3:0-2-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.36 0.20 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.03 0.00 0.00 (loc) 6-7 5-6 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 47 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-7,3-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 7=0-3-8, 5=0-3-8 Max Horz 7=-201(LC 6) Max Uplift 7=-39(LC 11), 5=-81(LC 11) Max Grav 7=400(LC 1), 5=545(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-344/146, 2-3=-353/150, 1-7=-354/141, 3-5=-500/244 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 5-3-8, Exterior(2R) 5-3-8 to 7-1-14, Exterior(2E) 7-1-14 to 12-5-8 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 5,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000688 Truss T11 Truss Type Piggyback Base Qty 4 Ply 1 Wedgewood 286 Westvale Job Reference (optional) I40509691 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Mar 5 12:49:50 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:3f2J2SX1OK72IYOaZyV145ze_lX-t4W9tuQzjqZnDzR2LYvfdX6ZnL936675sueK?UzdzEl Scale = 1:91.2 1 2 3 4 5 6 789 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 14 26 27 28 29 30 31 32 33 34 4x6 8x8 6x8 4x6 3x8 MT18HS 5x6 3x4 3x4 3x8 MT18HS 3x6 4x6 8x8 8x16 3x8 2x4 3x6 4x6 3x6 5x8 5x10 MT18HS 4x6 4x6 8x10 4x10 2-2-0 2-2-0 9-0-0 6-10-0 16-11-0 7-11-0 18-1-15 1-2-15 23-9-8 5-7-9 29-5-1 5-7-9 38-4-13 8-11-11 47-7-0 9-2-3 -1-10-8 1-10-8 2-2-0 2-2-0 9-0-0 6-10-0 16-11-0 7-11-0 18-1-15 1-2-15 23-9-8 5-7-9 29-5-1 5-7-9 35-4-14 5-11-13 41-4-11 5-11-13 47-7-0 6-2-5 1-4-1412-0-01-4-141-0-012-0-07.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [7:0-5-4,0-2-12], [9:0-5-4,0-3-0], [22:0-2-8,0-1-8], [23:0-3-12,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.62 0.66 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.29 -0.51 0.28 0.14 (loc) 15-17 21-22 14 21-22 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 296 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 24-25,6-20: 2x4 SPF No.2, 3-24: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 7-21,7-19,7-18,8-18,9-18,9-17,12-14: 2x4 SPF No.2 2-25,13-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-14 oc purlins, except end verticals, and 2-0-0 oc purlins (4-10-3 max.): 7-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 24-25,23-24,20-21. 1 Row at midpt 6-21 WEBS 1 Row at midpt 4-21, 7-19, 8-18, 10-17, 12-14 REACTIONS. (size) 25=0-3-8, 14=0-3-8 Max Horz 25=328(LC 9) Max Uplift 25=-244(LC 10), 14=-196(LC 11) Max Grav 25=2211(LC 2), 14=2119(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3651/473, 3-4=-3530/374, 4-6=-2829/432, 6-7=-2633/563, 7-8=-2197/451, 8-9=-2197/451, 9-10=-2506/444, 10-12=-2963/385, 12-13=-424/99, 2-25=-2200/285, 13-14=-360/105 BOT CHORD 24-25=-421/248, 22-23=-556/3404, 21-22=-330/3145, 6-21=-162/259, 18-19=-109/2093, 17-18=-69/2102, 15-17=-158/2389, 14-15=-192/2438 WEBS 3-22=-312/229, 4-22=0/403, 4-21=-965/282, 19-21=-75/2581, 7-21=-375/2248, 7-19=-1247/107, 7-18=-213/373, 8-18=-339/184, 9-18=-212/385, 9-17=-121/852, 10-17=-628/264, 10-15=-47/400, 12-14=-2739/257, 2-24=-227/556, 2-23=-498/3139 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) -1-10-8 to 3-5-2, Interior(1) 3-5-2 to 10-8-0, Exterior(2R) 10-8-0 to 36-11-0, Interior(1) 36-11-0 to 42-1-10, Exterior(2E) 42-1-10 to 47-5-4 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) 25=244, 14=196. 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. March 5,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000688 Truss T12 Truss Type Piggyback Base Qty 3 Ply 1 Wedgewood 286 Westvale Job Reference (optional) I40509692 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Mar 5 12:49:52 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:3f2J2SX1OK72IYOaZyV145ze_lX-pSevIaREFSpVSGbQTzx7iyCvd8mWa1ROJC7R3MzdzEj Scale = 1:97.8 1 2 3 4 5 6 789 10 11 12 13 14 26 25 24 23 22 21 20 19 18 17 16 15 27 28 29 30 31 32 33 34 35 4x6 8x8 6x8 4x6 3x8 MT18HS 5x8 3x4 3x4 3x8 MT18HS 3x6 4x6 8x8 8x16 3x8 2x4 3x6 4x6 3x6 5x8 5x10 MT18HS 4x6 4x6 8x10 6x16 2-2-0 2-2-0 9-0-0 6-10-0 16-11-0 7-11-0 18-1-15 1-2-15 23-9-8 5-7-9 29-5-1 5-7-9 38-4-13 8-11-11 47-7-0 9-2-3 -1-10-8 1-10-8 2-2-0 2-2-0 9-0-0 6-10-0 16-11-0 7-11-0 18-1-15 1-2-15 23-9-8 5-7-9 29-5-1 5-7-9 35-4-14 5-11-13 41-4-11 5-11-13 47-7-0 6-2-5 49-5-8 1-10-8 1-4-1412-0-01-4-141-0-012-0-07.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [7:0-5-4,0-2-12], [9:0-5-4,0-3-0], [13:0-3-0,0-1-12], [23:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.60 0.98 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.30 -0.52 0.29 0.14 (loc) 16-18 16-18 15 22-23 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 300 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-25: 2x4 SPF-S Stud, 22-24,15-17: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 7-22,7-20,7-19,8-19,9-19,9-18,12-15: 2x4 SPF No.2 2-26,13-15: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-1 oc purlins, except end verticals, and 2-0-0 oc purlins (4-10-3 max.): 7-9. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 1 Row at midpt 6-22 WEBS 1 Row at midpt 4-22, 7-20, 8-19, 10-18, 12-15 REACTIONS. (size) 26=0-3-8, 15=0-3-8 Max Horz 26=-339(LC 8) Max Uplift 26=-244(LC 10), 15=-242(LC 11) Max Grav 26=2209(LC 2), 15=2223(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3563/440, 3-4=-3527/356, 4-6=-2825/419, 6-7=-2628/554, 7-8=-2193/444, 8-9=-2194/444, 9-10=-2498/435, 10-12=-2944/355, 12-13=-448/126, 2-26=-2203/278, 13-15=-505/193 BOT CHORD 25-26=-425/267, 23-24=-527/3437, 22-23=-306/3160, 6-22=-161/261, 19-20=-97/2087, 18-19=-10/2094, 16-18=-94/2380, 15-16=-144/2413 WEBS 3-23=-330/224, 4-23=0/404, 4-22=-967/279, 20-22=-61/2580, 7-22=-363/2278, 7-20=-1275/100, 7-19=-212/376, 8-19=-339/184, 9-19=-211/391, 9-18=-121/841, 10-18=-625/262, 10-16=-41/384, 12-15=-2700/198, 2-25=-217/619, 2-24=-436/2986 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) -1-10-8 to 3-5-2, Interior(1) 3-5-2 to 10-8-0, Exterior(2R) 10-8-0 to 36-11-0, Interior(1) 36-11-0 to 44-1-14, Exterior(2E) 44-1-14 to 49-5-8 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) 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) 26=244, 15=242. 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. March 5,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000688 Truss TG01 Truss Type Piggyback Base Girder Qty 1 Ply 1 Wedgewood 286 Westvale Job Reference (optional) I40509693 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Mar 5 12:49:54 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:3f2J2SX1OK72IYOaZyV145ze_lX-lrmfjGTUm33ChakpaOzbnNHDFyX_2wjgmWcX8FzdzEh Scale = 1:87.3 1 2 3 4 5 678 9 10 11 12 22 21 20 19 18 17 16 15 14 13 23 24 25 26 27 28 29 4x6 6x8 6x8 4x6 6x10 4x6 3x8 MT18HS3x6 4x10 4x6 3x6 3x8 2x4 3x6 6x16 3x6 6x16 5x12 4x6 5x10 MT18HS 3x8 MT18HS 9-2-11 9-2-11 18-1-15 8-11-3 23-9-8 5-7-9 29-5-1 5-7-9 36-2-1 6-8-15 42-11-0 6-8-15 47-7-0 4-8-0 -1-10-8 1-10-8 6-3-0 6-3-0 12-2-7 5-11-8 18-1-15 5-11-8 23-9-8 5-7-9 29-5-1 5-7-9 36-2-1 6-8-15 42-11-0 6-8-15 47-7-0 4-8-0 1-4-144-1-93-1-1012-0-03-1-1012-0-07.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [3:0-3-8,0-2-0], [6:0-5-4,0-3-0], [8:0-5-4,0-3-0], [13: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 0.72 0.66 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.28 -0.48 0.13 0.12 (loc) 19-21 19-21 13 15-17 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 300 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 12-13,3-21,9-15,11-15,2-22: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-13 oc purlins, except end verticals, and 2-0-0 oc purlins (3-7-13 max.): 6-8, 11-14, 11-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-19, 7-18, 9-17, 9-11, 11-15, 3-22 REACTIONS. (size) 13=Mechanical, 22=0-3-8 Max Horz 22=343(LC 5) Max Uplift 13=-399(LC 9), 22=-249(LC 8) Max Grav 13=2075(LC 2), 22=2228(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-455/122, 3-5=-2951/339, 5-6=-2509/313, 6-7=-2210/282, 7-8=-2210/282, 8-9=-2506/302, 9-10=-605/154, 11-14=-1806/251, 10-11=-456/142, 11-12=-3336/486, 12-13=-2006/341, 2-22=-511/177 BOT CHORD 21-22=-406/2551, 19-21=-282/2437, 18-19=-151/2103, 17-18=-103/2092, 15-17=-275/2444, 14-15=-492/3292 WEBS 5-21=-44/385, 5-19=-625/263, 6-19=-121/840, 6-18=-221/399, 7-18=-357/184, 8-18=-204/411, 8-17=-117/769, 9-17=-662/260, 9-15=0/630, 9-11=-2528/159, 11-15=-916/233, 12-14=-570/3826, 3-22=-2703/195 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; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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) except (jt=lb) 13=399, 22=249. 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) 28 lb down and 110 lb up at 43-9-4, and 28 lb down and 110 lb up at 45-9-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 March 5,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000688 Truss TG01 Truss Type Piggyback Base Girder Qty 1 Ply 1 Wedgewood 286 Westvale Job Reference (optional) I40509693 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Mar 5 12:49:54 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:3f2J2SX1OK72IYOaZyV145ze_lX-lrmfjGTUm33ChakpaOzbnNHDFyX_2wjgmWcX8FzdzEh LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-6=-60, 6-8=-60, 8-10=-60, 11-12=-60, 13-22=-20 Concentrated Loads (lb) Vert: 28=22 29=22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000688 Truss TG02 Truss Type Common Girder Qty 1 Ply 2 Wedgewood 286 Westvale Job Reference (optional) I40509694 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Mar 5 12:49:55 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:3f2J2SX1OK72IYOaZyV145ze_lX-D1K2wbU6XNB3JkJ?85UqKaqPsMxQnNRq?AL5ghzdzEg Scale = 1:39.2 1 2 3 6 5 4 7 8 91011 5x6 5x10 MT18HS 5x10 MT18HS12x12 10x10 10x10 5-3-8 5-3-8 10-7-0 5-3-8 5-3-8 5-3-8 10-7-0 5-3-8 1-10-146-3-131-10-1410.00 12 Plate Offsets (X,Y)-- [1:Edge,0-4-4], [3:0-3-8,Edge], [4: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 0.60 0.33 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.07 0.00 0.02 (loc) 4-5 4-5 4 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 167 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 1-6,3-4: 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) 6=0-3-8, 4=0-3-8 Max Horz 6=163(LC 5) Max Uplift 6=-358(LC 9), 4=-471(LC 8) Max Grav 6=4369(LC 2), 4=5810(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4317/387, 2-3=-4639/398, 1-6=-4131/366, 3-4=-4684/406 BOT CHORD 5-6=-193/568, 4-5=-68/421 WEBS 2-5=-236/3323, 1-5=-203/2218, 3-5=-211/2335 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) 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) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=358, 4=471. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1912 lb down and 182 lb up at 2-0-12, and 1918 lb down and 172 lb up at 10-0-12 on top chord, and 1883 lb down and 168 lb up at 4-0-12, and 1883 lb down and 168 lb up at 6-0-12, and 1912 lb down and 168 lb up at 8-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 March 5,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000688 Truss TG02 Truss Type Common Girder Qty 1 Ply 2 Wedgewood 286 Westvale Job Reference (optional) I40509694 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Mar 5 12:49:55 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:3f2J2SX1OK72IYOaZyV145ze_lX-D1K2wbU6XNB3JkJ?85UqKaqPsMxQnNRq?AL5ghzdzEg LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-6=-20 Concentrated Loads (lb) Vert: 7=-1642 8=-1661 9=-1682(B) 10=-1682(B) 11=-1682 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000688 Truss TG03 Truss Type Piggyback Base Girder Qty 1 Ply 1 Wedgewood 286 Westvale Job Reference (optional) I40509695 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Mar 5 12:49:56 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:3f2J2SX1OK72IYOaZyV145ze_lX-hEuQ7xUkIgKwxuuCip03toMVymDtWs2zEq5eC7zdzEf Scale = 1:85.7 1 2 3 4 5 678 9 10 11 12 21 20 19 18 17 16 15 14 13 22 23 24 25 26 27 28 29 5x12 6x8 6x8 4x6 3x8 MT18HS3x6 8x8 4x6 4x6 3x8 2x4 3x6 4x6 3x6 5x8 3x6 5x10 MT18HS 5x8 4x6 3x8 MT18HS 9-2-11 9-2-11 18-1-15 8-11-3 23-9-8 5-7-9 29-5-1 5-7-9 38-4-5 8-11-3 47-7-0 9-2-11 -1-10-8 1-10-8 6-3-0 6-3-0 12-2-7 5-11-8 18-1-15 5-11-8 23-9-8 5-7-9 29-5-1 5-7-9 35-4-9 5-11-8 41-4-0 5-11-8 47-7-0 6-3-0 1-4-1412-0-01-4-1412-0-07.00 12 Plate Offsets (X,Y)-- [3:0-3-8,0-4-0], [6:0-5-4,0-3-0], [8:0-5-4,0-3-0], [11:0-3-8,0-2-8] 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 0.96 0.63 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.27 -0.47 0.15 0.12 (loc) 18-20 18-20 13 18-20 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 309 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 1-4: 2x6 SP 2400F 2.0E BOT CHORD 2x4 SP 2400F 2.0E *Except* 15-19: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-20,11-14,2-21,12-13: 2x4 SPF-S Stud, 3-21: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-14 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-10 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-18, 6-17, 7-17, 9-16, 3-21, 11-13 REACTIONS. (size) 21=0-3-8, 13=Mechanical Max Horz 21=329(LC 5) Max Uplift 21=-377(LC 8), 13=-227(LC 9) Max Grav 21=2913(LC 15), 13=2267(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-407/111, 3-5=-4047/524, 5-6=-2934/395, 6-7=-2500/332, 7-8=-2500/332, 8-9=-2768/358, 9-11=-3202/384, 11-12=-446/93, 2-21=-442/162, 12-13=-374/109 BOT CHORD 20-21=-521/3539, 18-20=-346/3172, 17-18=-182/2483, 16-17=-30/2327, 14-16=-107/2604, 13-14=-232/2631 WEBS 3-20=-292/254, 5-20=-93/638, 5-18=-1173/370, 6-18=-206/1281, 7-17=-367/185, 8-17=-248/571, 8-16=-118/833, 9-16=-611/260, 9-14=-42/372, 3-21=-3838/430, 11-13=-2960/270 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; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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) except (jt=lb) 21=377, 13=227. 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. LOAD CASE(S) Standard Continued on page 2 March 5,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000688 Truss TG03 Truss Type Piggyback Base Girder Qty 1 Ply 1 Wedgewood 286 Westvale Job Reference (optional) I40509695 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Mar 5 12:49:57 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:3f2J2SX1OK72IYOaZyV145ze_lX-9QSoLHVM3_SnZ1TOFWXIP?vgh9Z6FJI7TUqBlazdzEe LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-22=-60, 22-23=-310, 6-23=-60, 6-8=-60, 8-12=-60, 13-21=-20 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000688 Truss TG04 Truss Type Common Girder Qty 1 Ply 2 Wedgewood 286 Westvale Job Reference (optional) I40509696 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Mar 5 12:49:58 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:3f2J2SX1OK72IYOaZyV145ze_lX-ec?AYdW?qIaeAB2apD2XyDRtBZ_Rzj0Gh8alH0zdzEd Scale = 1:39.5 1 2 3 4 8 76 5 910111213 5x12 6x8 5x6 5x6 10x10 10x10 6x8 3-7-8 3-7-8 6-11-8 3-4-0 10-7-0 3-7-8 -1-10-8 1-10-8 5-3-8 5-3-8 10-7-0 5-3-8 1-10-146-3-131-10-1410.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-3-8,Edge], [5:Edge,0-3-8], [6:0-5-0,0-6-4], [7:0-5-0,0-6-4] 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 0.78 0.31 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.07 0.00 0.03 (loc) 6-7 6-7 5 6-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 145 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 2-7,4-6: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 8=0-3-8, 5=0-3-8 Max Horz 8=195(LC 26) Max Uplift 8=-870(LC 8), 5=-733(LC 9) Max Grav 8=6512(LC 2), 5=7013(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4895/638, 3-4=-4389/533, 2-8=-4928/624, 4-5=-4333/492 BOT CHORD 7-8=-220/268, 6-7=-321/2655 WEBS 3-6=-215/2271, 3-7=-484/3595, 2-7=-472/3895, 4-6=-400/3502 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: 2x8 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp 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) 8=870, 5=733. 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) 2055 lb down and 419 lb up at 1-8-12, 2097 lb down and 220 lb up at 2-4-12, 2245 lb down and 247 lb up at 4-2-12, 2099 lb down and 216 lb up at 6-2-12, and 2099 lb down and 216 lb up at 8-2-12, and 2107 lb down and 208 lb up at 10-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 March 5,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000688 Truss TG04 Truss Type Common Girder Qty 1 Ply 2 Wedgewood 286 Westvale Job Reference (optional) I40509696 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Mar 5 12:49:58 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:3f2J2SX1OK72IYOaZyV145ze_lX-ec?AYdW?qIaeAB2apD2XyDRtBZ_Rzj0Gh8alH0zdzEd LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-8=-20 Concentrated Loads (lb) Vert: 5=-1877 9=-1827(B) 10=-1869(B) 11=-2024(B) 12=-1869 13=-1869 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000688 Truss V01 Truss Type Valley Qty 1 Ply 1 Wedgewood 286 Westvale Job Reference (optional) I40509697 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Mar 5 12:49:59 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:3f2J2SX1OK72IYOaZyV145ze_lX-6oZYmzXdbbiVoLdnNxZmUQ_BxzMziNxPwoJIpSzdzEc Scale = 1:52.7 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 3x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 20-6-1 20-6-1 10-3-1 10-3-1 20-6-1 10-3-1 0-0-48-6-90-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.21 0.16 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 68 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-12: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS.All bearings 20-6-1. (lb) - Max Horz 1=-210(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 7 except 11=-196(LC 10), 13=-143(LC 10), 9=-196(LC 11), 8=-143(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=373(LC 20), 11=478(LC 17), 13=336(LC 17), 9=477(LC 18), 8=337(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-303/246, 5-9=-302/245 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) 0-4-13 to 5-8-7, Exterior(2R) 5-8-7 to 14-9-10, Exterior(2E) 14-9-10 to 20-1-4 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) 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 except (jt=lb) 11=196, 13=143, 9=196, 8=143. 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. March 5,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000688 Truss V02 Truss Type Valley Qty 1 Ply 1 Wedgewood 286 Westvale Job Reference (optional) I40509698 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Mar 5 12:50:00 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:3f2J2SX1OK72IYOaZyV145ze_lX-a?7xzJXFMvqMQVCzxe4?1eXM1NfRRq3Z9S3sLuzdzEb Scale: 1/4"=1' 1 2 3 4 5 9876 10 11 3x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 17-8-8 17-8-8 8-10-4 8-10-4 17-8-8 8-10-4 0-0-47-4-90-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.25 0.34 0.18 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: 55 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-7: 2x4 SPF-S Stud OTHERS 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 17-8-8. (lb) - Max Horz 1=-180(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1 except 9=-227(LC 10), 6=-227(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 8=344(LC 20), 9=550(LC 17), 6=550(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-343/273, 4-6=-345/274 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) 0-4-13 to 5-8-7, Exterior(2R) 5-8-7 to 12-0-1, Exterior(2E) 12-0-1 to 17-3-10 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 except (jt=lb) 9=227, 6=227. 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. March 5,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000688 Truss V03 Truss Type Valley Qty 1 Ply 1 Wedgewood 286 Westvale Job Reference (optional) I40509699 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Mar 5 12:50:01 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:3f2J2SX1OK72IYOaZyV145ze_lX-2BhJBfYt7DyD1fn9UMbEar3Ywn1YAIDiN6oPuLzdzEa Scale = 1:38.6 1 2 3 4 5 876 9 10 11 12 3x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 14-10-9 14-10-9 14-10-14 0-0-5 7-5-7 7-5-7 14-10-14 7-5-7 0-0-46-2-90-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.18 0.15 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: 46 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 14-10-5. (lb) - Max Horz 1=-150(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1 except 8=-189(LC 10), 6=-188(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=339(LC 17), 8=435(LC 17), 6=435(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-286/230, 4-6=-286/230 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) 0-4-13 to 5-8-7, Exterior(2R) 5-8-7 to 9-2-7, Exterior(2E) 9-2-7 to 14-6-1 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 except (jt=lb) 8=189, 6=188. 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. March 5,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000688 Truss V04 Truss Type Valley Qty 1 Ply 1 Wedgewood 286 Westvale Job Reference (optional) I40509700 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Mar 5 12:50:01 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:3f2J2SX1OK72IYOaZyV145ze_lX-2BhJBfYt7DyD1fn9UMbEar3VGn27AImiN6oPuLzdzEa Scale = 1:31.4 1 2 3 4 5 876 9 10 3x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 12-1-5 12-1-5 6-0-10 6-0-10 12-1-5 6-0-10 0-0-45-0-90-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.35 0.11 0.09 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 12-1-5. (lb) - Max Horz 1=120(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-171(LC 10), 6=-171(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=324(LC 17), 6=324(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-263/217, 4-6=-263/217 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) 0-4-13 to 5-8-7, Exterior(2R) 5-8-7 to 6-4-14, Exterior(2E) 6-4-14 to 11-8-7 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=171, 6=171. 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. March 5,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000688 Truss V05 Truss Type Valley Qty 1 Ply 1 Wedgewood 286 Westvale Job Reference (optional) I40509701 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Mar 5 12:50:02 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:3f2J2SX1OK72IYOaZyV145ze_lX-WNFhO?ZVuW44fpML236T63ce?ANSvmOsclYyQnzdzEZ Scale = 1:25.5 1 2 3 43x4 4x6 3x4 2x4 0-0-5 0-0-5 9-3-11 9-3-6 4-7-13 4-7-13 9-3-11 4-7-13 0-0-43-10-90-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.47 0.17 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 24 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=9-3-1, 3=9-3-1, 4=9-3-1 Max Horz 1=91(LC 7) Max Uplift 1=-30(LC 10), 3=-39(LC 11), 4=-12(LC 10) Max Grav 1=180(LC 1), 3=180(LC 1), 4=321(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. March 5,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000688 Truss V06 Truss Type Valley Qty 1 Ply 1 Wedgewood 286 Westvale Job Reference (optional) I40509702 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Mar 5 12:50:03 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:3f2J2SX1OK72IYOaZyV145ze_lX-_ap3cLa7fqCxHywYcneifG9tyaj_eDA?rPHWyDzdzEY Scale = 1:18.9 1 2 3 4 2x4 4x6 2x4 2x4 6-6-1 6-6-1 3-3-1 3-3-1 6-6-1 3-3-1 0-0-42-8-90-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.21 0.15 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 15 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=6-6-1, 3=6-6-1, 4=6-6-1 Max Horz 1=61(LC 9) Max Uplift 1=-21(LC 11), 3=-29(LC 11), 4=-7(LC 10) Max Grav 1=119(LC 1), 3=119(LC 1), 4=217(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. March 5,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000688 Truss V07 Truss Type Valley Qty 1 Ply 1 Wedgewood 286 Westvale Job Reference (optional) I40509703 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Mar 5 12:50:04 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:3f2J2SX1OK72IYOaZyV145ze_lX-SmNRpgbmQ8Kou6VkAU9xBUh4H_3kNgs94313VgzdzEX Scale = 1:10.5 1 2 3 2x4 3x4 2x4 3-8-8 3-8-8 1-10-4 1-10-4 3-8-8 1-10-4 0-0-41-6-90-0-410.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.10 0.18 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: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=3-8-8, 3=3-8-8 Max Horz 1=31(LC 7) Max Uplift 1=-13(LC 10), 3=-13(LC 11) Max Grav 1=116(LC 1), 3=116(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. 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. March 5,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000688 Truss V08 Truss Type Valley Qty 1 Ply 1 Wedgewood 286 Westvale Job Reference (optional) I40509704 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Mar 5 12:50:05 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:3f2J2SX1OK72IYOaZyV145ze_lX-wywp00bOBRSeWG4wjCgAkhE9ROOz662IIjmd16zdzEW Scale = 1:25.0 1 2 3 543x4 4x6 2x4 2x4 2x4 7-4-5 7-4-5 4-6-5 4-6-5 7-4-5 2-10-0 0-0-43-9-51-4-1510.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.46 0.25 0.07 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: 20 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=7-4-1, 4=7-4-1, 5=7-4-1 Max Horz 1=103(LC 7) Max Uplift 1=-37(LC 11), 4=-58(LC 11), 5=-26(LC 7) Max Grav 1=164(LC 18), 4=122(LC 18), 5=335(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 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, 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. March 5,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 B20000688 Truss V09 Truss Type Valley Qty 1 Ply 1 Wedgewood 286 Westvale Job Reference (optional) I40509705 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Mar 5 12:50:06 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:3f2J2SX1OK72IYOaZyV145ze_lX-P9UCEMc0ylaV8Qf7HvBPHvnNfolwrazRXNWAZYzdzEV Scale = 1:18.1 1 2 3 4 2x4 4x6 2x4 2x4 5-11-9 5-11-9 3-1-9 3-1-9 5-11-9 2-10-0 0-0-42-7-50-2-1510.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.30 0.14 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: 14 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 5-11-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=5-11-4, 3=5-11-4, 4=5-11-4 Max Horz 1=58(LC 7) Max Uplift 1=-28(LC 11), 3=-35(LC 11) Max Grav 1=124(LC 1), 3=123(LC 1), 4=187(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. 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. March 5,2020 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.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