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219JGB - Trusses
16023 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). May 27,2020 Liu, Xuegang Pages or sheets covered by this seal: I41433399 thru I41433443 My license renewal date for the state of Indiana is July 31, 2020. B20001476 Wedgewood 219 Bridgemont IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 16023 Swingley Ridge 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 B20001476 Truss CG01 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Wedgewood 219 Bridgemont Job Reference (optional) I41433399 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 27 11:30:22 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-RvwMhmfnOnTiYFsDoGSLgGMraomFO2ZcBLs9b_zCJPV Scale = 1:21.4 1 2 6 5 7 8 9 3 10 11 12 4 2x4 4x6 2x4 1-4-0 1-4-0 6-3-13 4-11-13 -2-0-3 2-0-3 6-3-13 6-3-13 1-11-113-6-103-0-93-6-103.00 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 0.17 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.04 -0.04 -0.03 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 6=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 6=83(LC 5) Max Uplift 6=-173(LC 4), 3=-79(LC 8), 4=-39(LC 8) Max Grav 6=380(LC 1), 3=150(LC 1), 4=119(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-308/101 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 173 lb uplift at joint 6, 79 lb uplift at joint 3 and 39 lb uplift at joint 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 57 lb down and 80 lb up at 2-3-11, and 18 lb down and 41 lb up at 2-11-1, and 22 lb down and 44 lb up at 4-9-11 on top chord, and 5 lb down and 60 lb up at 2-3-11, and 7 lb down and 28 lb up at 2-11-1, and 12 lb down and 38 lb up at 4-9-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-6=-20 Concentrated Loads (lb) Vert: 7=27(F) 12=-2(F) May 27,2020 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 B20001476 Truss F01 Truss Type Half Hip Qty 9 Ply 1 Wedgewood 219 Bridgemont Job Reference (optional) I41433400 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 27 11:30:23 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-v6Uku6gP85bZ9PQQM_zaDTvvKCv57JumQ?ci7RzCJPU Scale = 1:41.3 1 2 3 4 5 6789 17 16 15 14 13 12 11 10 18 19 2x4 2x4 6x16 3x6 2x4 3x8 3x6 5x12 6x16 3x8 2x4 2x4 4x8 2x4 6x10 3x6 3x6 3-11-0 3-11-0 7-7-8 3-8-8 11-0-2 3-4-10 14-6-0 3-5-14 17-11-14 3-5-14 21-10-8 3-10-10 -1-2-8 1-2-8 3-11-0 3-11-0 7-7-8 3-8-8 11-0-2 3-4-10 14-6-0 3-5-14 17-11-14 3-5-14 21-10-8 3-10-10 1-11-115-0-122-1-05-1-132-1-01-1-25.00 12 Plate Offsets (X,Y)-- [10:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.66 0.96 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.24 -0.34 0.04 0.10 (loc) 13 13 19 13 l/defl >999 >765 n/a >999 L/d 480 360 n/a 240 PLATES MT20 Weight: 86 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-17: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (2-11-7 max.): 5-14, 5-9. BOT CHORD Rigid ceiling directly applied or 9-5-9 oc bracing. REACTIONS. (size) 17=0-3-8, 19=0-3-0 Max Horz 17=170(LC 10) Max Uplift 17=-55(LC 10), 19=-118(LC 7) Max Grav 17=832(LC 2), 19=1047(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-900/90, 5-6=-3042/387, 6-7=-3042/387, 7-8=-1872/215, 8-9=-1872/215, 2-17=-809/125 BOT CHORD 14-16=-381/2481, 13-14=-393/2518, 12-13=-336/2813, 11-12=-336/2813 WEBS 3-16=-50/534, 3-5=-865/183, 5-16=-1867/208, 5-13=-45/639, 6-13=-344/72, 7-13=-93/258, 7-11=-1058/136, 8-11=-355/71, 9-11=-216/1877, 2-16=-34/875, 9-19=-1111/126 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) -1-2-8 to 7-6-4, Interior(1) 7-6-4 to 21-5-12 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 19 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 55 lb uplift at joint 17 and 118 lb uplift at joint 19. 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) Load case(s) 2, 16, 17, 18, 19, 20, 25, 26 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 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 May 27,2020 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 B20001476 Truss F01 Truss Type Half Hip Qty 9 Ply 1 Wedgewood 219 Bridgemont Job Reference (optional) I41433400 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 27 11:30:23 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-v6Uku6gP85bZ9PQQM_zaDTvvKCv57JumQ?ci7RzCJPU LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-40, 2-4=-40, 5-9=-40, 10-17=-13 2) Dead + 0.75 Roof Live (balanced) + 0.75 Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-33, 2-4=-33, 5-9=-93, 10-17=-13 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-13, 2-4=-13, 5-9=-93, 10-17=-13 17) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-22, 2-4=-25, 5-9=-88, 10-17=-13 Horz: 1-2=-12, 2-4=-9, 4-5=17, 2-17=14 18) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-26, 5-9=-79, 10-17=-13 Horz: 1-2=-10, 2-4=-7, 4-5=-2, 2-17=-5 19) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-16, 2-4=-19, 5-9=-88, 10-17=-13 Horz: 1-2=-17, 2-4=-14, 4-5=-11, 2-17=13 20) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-25, 2-4=-28, 5-9=-79, 10-17=-13 Horz: 1-2=-8, 2-4=-6, 4-5=-3, 2-17=-4 25) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-33, 2-4=-33, 5-9=-73, 10-17=-13 26) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-13, 2-4=-13, 5-9=-93, 10-17=-13 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 B20001476 Truss FG01 Truss Type HALF HIP Qty 1 Ply 3 Wedgewood 219 Bridgemont Job Reference (optional) I41433401 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 27 11:30:26 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-JhAtW7iHR0z80t9?16XHq6XSSQ0ZKe_C6yqMkmzCJPR Scale = 1:41.0 1 2 3 4 5 6789 17 16 15 14 13 12 11 10 18 19 20 21 22 23 24 25 3x4 3x4 8x16 5x8 3x6 5x10 MT18HS 5x8 10x16 10x16 5x12 2x4 2x4 4x10 2x4 8x16 4x8 3-11-0 3-11-0 7-7-8 3-8-8 10-11-10 3-4-2 14-5-8 3-5-14 17-11-6 3-5-14 21-10-8 3-11-2 -1-2-8 1-2-8 3-11-0 3-11-0 7-7-8 3-8-8 10-11-10 3-4-2 14-5-8 3-5-14 17-11-6 3-5-14 21-10-8 3-11-2 1-11-115-0-62-1-05-1-132-1-01-1-25.00 12 Plate Offsets (X,Y)-- [2:0-2-15,0-2-0], [7:0-1-12,0-1-12], [10: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 1-4-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.54 0.59 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.25 -0.50 0.04 0.27 (loc) 13 13 19 13 l/defl >999 >513 n/a >965 L/d 480 360 n/a 240 PLATES MT20 MT18HS Weight: 444 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 9-10,2-17: 2x4 SP 2400F 2.0E, 5-16,2-16: 2x4 SPF No.2 5-13,7-13,7-11,9-11: 2x4 SPF 2100F 1.8E OTHERS 2x4 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-14, 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 17=0-3-8, 19=0-3-0 Max Horz 17=160(LC 8) Max Uplift 17=-1224(LC 8), 19=-1884(LC 5) Max Grav 17=5251(LC 1), 19=8746(LC 35) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6747/1611, 5-14=-330/355, 5-6=-26734/6002, 6-7=-26734/6002, 7-8=-16932/3700, 8-9=-16932/3700, 10-18=-151/669, 9-18=-151/669, 2-17=-5225/1235 BOT CHORD 14-16=-4854/20773, 13-14=-4940/21174, 12-13=-5595/25344, 11-12=-5595/25344, 10-11=-526/2418 WEBS 3-16=-1225/5031, 3-5=-6553/1641, 5-16=-15995/3595, 5-13=-1190/6138, 6-13=-2631/504, 7-13=-490/1656, 7-12=-207/840, 7-11=-9274/2079, 8-11=-2698/507, 9-11=-3512/16016, 2-16=-1525/6508, 9-19=-9582/2062 NOTES- 1) n/a 2) 3-ply truss to be connected together with 16d (0.131"x 3.5") nails as follows: Top chords connected as follows: 2x6 - 3 rows staggered at 0-7-0 oc, 2x4 - 2 rows at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 3) 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. 4) Unbalanced roof live loads have been considered for this design. 5) 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 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 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) Bearing at joint(s) 19 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1224 lb uplift at joint 17 and 1884 lb uplift at joint 19.Continued on page 2 May 27,2020 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 B20001476 Truss FG01 Truss Type HALF HIP Qty 1 Ply 3 Wedgewood 219 Bridgemont Job Reference (optional) I41433401 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 27 11:30:26 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-JhAtW7iHR0z80t9?16XHq6XSSQ0ZKe_C6yqMkmzCJPR 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. 13) Load case(s) 2, 14, 15, 16, 17, 18, 23, 24, 35, 36, 37, 38 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 495 lb down and 227 lb up at 3-11-0, 385 lb down and 117 lb up at 5-10-4, 385 lb down and 131 lb up at 7-10-4, 469 lb down and 145 lb up at 9-10-4, 469 lb down and 145 lb up at 11-10-4, 469 lb down and 145 lb up at 13-10-4, 469 lb down and 145 lb up at 15-10-4, and 469 lb down and 145 lb up at 17-10-4, and 469 lb down and 145 lb up at 19-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-40, 2-4=-40, 5-9=-630, 10-17=-13 Concentrated Loads (lb) Vert: 15=-385(B) 16=-495(B) 11=-469(B) 20=-385(B) 21=-469(B) 22=-469(B) 23=-469(B) 24=-469(B) 25=-469(B) 2) Dead + 0.75 Roof Live (balanced) + 0.75 Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-33, 2-4=-33, 5-9=-610, 10-17=-13 Concentrated Loads (lb) Vert: 15=-335(B) 16=-432(B) 11=-409(B) 20=-335(B) 21=-409(B) 22=-409(B) 23=-409(B) 24=-409(B) 25=-409(B) 14) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-13, 2-4=-13, 5-9=-388, 10-17=-13 Concentrated Loads (lb) Vert: 15=-187(B) 16=-245(B) 11=-228(B) 20=-187(B) 21=-228(B) 22=-228(B) 23=-228(B) 24=-228(B) 25=-228(B) 15) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-22, 2-4=-25, 5-9=-758, 10-17=-13 Horz: 1-2=-12, 2-4=-9, 4-5=17, 10-18=5, 2-17=14 Concentrated Loads (lb) Vert: 15=61(B) 16=135(B) 11=76(B) 20=72(B) 21=76(B) 22=76(B) 23=76(B) 24=76(B) 25=76(B) 16) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-26, 5-9=-627, 10-17=-13 Horz: 1-2=-10, 2-4=-7, 4-5=-2, 10-18=-14, 2-17=-5 Concentrated Loads (lb) Vert: 15=61(B) 16=135(B) 11=76(B) 20=72(B) 21=76(B) 22=76(B) 23=76(B) 24=76(B) 25=76(B) 17) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-16, 2-4=-19, 5-9=-744, 10-17=-13 Horz: 1-2=-17, 2-4=-14, 4-5=-11, 10-18=4, 2-17=13 Concentrated Loads (lb) Vert: 15=61(B) 16=135(B) 11=76(B) 20=72(B) 21=76(B) 22=76(B) 23=76(B) 24=76(B) 25=76(B) 18) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-25, 2-4=-28, 5-9=-627, 10-17=-13 Horz: 1-2=-8, 2-4=-6, 4-5=-3, 10-18=-13, 2-17=-4 Concentrated Loads (lb) Vert: 15=61(B) 16=135(B) 11=76(B) 20=72(B) 21=76(B) 22=76(B) 23=76(B) 24=76(B) 25=76(B) 23) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-33, 2-4=-33, 5-9=-590, 10-17=-13 Concentrated Loads (lb) Vert: 15=-335(B) 16=-432(B) 11=-409(B) 20=-335(B) 21=-409(B) 22=-409(B) 23=-409(B) 24=-409(B) 25=-409(B) 24) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-13, 2-4=-13, 5-9=-610, 10-17=-13 Concentrated Loads (lb) Vert: 15=-335(B) 16=-432(B) 11=-409(B) 20=-335(B) 21=-409(B) 22=-409(B) 23=-409(B) 24=-409(B) 25=-409(B) 35) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-22, 2-4=-25, 5-9=-758, 10-17=-13 Horz: 1-2=-12, 2-4=-9, 4-5=17, 10-18=5, 2-17=14 Concentrated Loads (lb) Vert: 15=-268(B) 16=-373(B) 11=-327(B) 20=-266(B) 21=-327(B) 22=-327(B) 23=-327(B) 24=-327(B) 25=-327(B) 36) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-23, 2-4=-26, 5-9=-627, 10-17=-13 Horz: 1-2=-10, 2-4=-7, 4-5=-2, 10-18=-14, 2-17=-5 Concentrated Loads (lb) Vert: 15=-268(B) 16=-373(B) 11=-327(B) 20=-266(B) 21=-327(B) 22=-327(B) 23=-327(B) 24=-327(B) 25=-327(B) 37) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 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 B20001476 Truss FG01 Truss Type HALF HIP Qty 1 Ply 3 Wedgewood 219 Bridgemont Job Reference (optional) I41433401 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 27 11:30:26 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-JhAtW7iHR0z80t9?16XHq6XSSQ0ZKe_C6yqMkmzCJPR LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-16, 2-4=-19, 5-9=-744, 10-17=-13 Horz: 1-2=-17, 2-4=-14, 4-5=-11, 10-18=4, 2-17=13 Concentrated Loads (lb) Vert: 15=-268(B) 16=-373(B) 11=-327(B) 20=-266(B) 21=-327(B) 22=-327(B) 23=-327(B) 24=-327(B) 25=-327(B) 38) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-25, 2-4=-28, 5-9=-627, 10-17=-13 Horz: 1-2=-8, 2-4=-6, 4-5=-3, 10-18=-13, 2-17=-4 Concentrated Loads (lb) Vert: 15=-268(B) 16=-373(B) 11=-327(B) 20=-266(B) 21=-327(B) 22=-327(B) 23=-327(B) 24=-327(B) 25=-327(B) 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 B20001476 Truss GE01 Truss Type Roof Special Supported Gable Qty 1 Ply 1 Wedgewood 219 Bridgemont Job Reference (optional) I41433402 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 27 11:30:28 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-F3HdxpkXzdDsGAJN9XZlwXcupDqVofWVZGJToezCJPP Scale = 1:61.2 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 3x6 5x6 4x6 3x6 2x4 2x4 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 27-11-0 27-11-0 -1-2-8 1-2-8 18-8-0 18-8-0 20-1-12 1-5-12 26-3-0 6-1-4 27-11-0 1-8-0 0-4-36-6-142-8-107-9-112-2-64.00 12 10.00 12 3.75 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 0.16 0.12 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 0.01 0.00 -0.00 (loc) 1 1 24 1 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 10-0-0 oc bracing. REACTIONS.All bearings 27-11-0. (lb) - Max Horz 2=233(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 24, 2, 30, 31, 32, 33, 34, 36, 37, 38, 39, 40, 41, 42, 43, 29, 28, 27, 26, 25 Max Grav All reactions 250 lb or less at joint(s) 24, 2, 30, 31, 32, 33, 34, 36, 37, 38, 39, 40, 41, 29, 28, 27, 26, 25 except 43=334(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 14-15=-104/271, 15-16=-126/360, 16-17=-127/365, 17-18=-118/309 WEBS 16-30=-338/89 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) -1-2-8 to 4-1-12, Exterior(2N) 4-1-12 to 18-8-0, Corner(3R) 18-8-0 to 25-5-12, Exterior(2N) 25-5-12 to 26-3-0, Corner(3E) 26-3-0 to 27-9-4 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) 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) 24, 2, 30, 31, 32, 33, 34, 36, 37, 38, 39, 40, 41, 42, 43, 29, 28, 27, 26, 25. 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. May 27,2020 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 B20001476 Truss GE02 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 219 Bridgemont Job Reference (optional) I41433403 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 27 11:30:30 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-CSPOMVloVFUaVUTmGycD?yiBt1VOGc7n1aoatXzCJPN Scale = 1:76.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 2221 39 3x4 3x6 3x6 4x6 2x4 3x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 22-2-8 22-2-8 -1-2-8 1-2-8 12-3-8 12-3-8 22-2-8 9-11-0 1-0-311-3-22-11-1510.00 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-R 0.38 0.15 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 -0.00 -0.00 0.01 (loc) 1 1 21 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 169 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 12-28,11-29,10-31,13-27,14-26: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 12-28, 11-29, 10-31, 13-27, 14-26 REACTIONS.All bearings 22-2-8. (lb) - Max Horz 38=334(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 21, 29, 31, 32, 33, 34, 35, 36, 27, 26, 25, 24, 23 except 38=-304(LC 6), 28=-124(LC 9), 37=-247(LC 7), 22=-116(LC 11) Max Grav All reactions 250 lb or less at joint(s) 21, 29, 31, 32, 33, 34, 35, 36, 27, 26, 25, 24, 23, 22 except 38=393(LC 18), 28=373(LC 11), 37=281(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-38=-312/241, 2-3=-372/334, 3-4=-283/264, 4-5=-281/274, 5-6=-261/268, 6-8=-247/264, 8-9=-231/306, 9-10=-215/362, 10-11=-243/435, 11-12=-249/448, 12-13=-249/448, 13-14=-243/435, 14-15=-202/362, 15-16=-172/304 WEBS 12-28=-473/225 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) -1-2-8 to 4-3-8, Exterior(2N) 4-3-8 to 6-11-8, Corner(3R) 6-11-8 to 16-9-2, Corner(3E) 16-9-2 to 22-0-12 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 21, 29, 31, 32, 33, 34, 35, 36, 27, 26, 25, 24, 23 except (jt=lb) 38=304, 28=124, 37=247, 22=116. 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. May 27,2020 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 B20001476 Truss GE03 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 219 Bridgemont Job Reference (optional) I41433404 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 27 11:30:32 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-8rX8nBn21skIkoc8ONeh4NnZTqBIkX94UuHhxPzCJPL Scale = 1:76.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 2423 3x4 3x6 3x6 4x6 3x6 3x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 24-7-0 24-7-0 12-3-8 12-3-8 24-7-0 12-3-8 25-9-8 1-2-8 1-0-311-3-21-0-310.00 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 0.25 0.12 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 0.01 0.00 (loc) 22 22 23 22 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 175 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* 11-32,10-33,9-35,12-31,13-30: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 11-32, 10-33, 9-35, 12-31, 13-30 REACTIONS.All bearings 24-7-0. (lb) - Max Horz 42=-308(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 33, 35, 36, 37, 38, 39, 40, 31, 30, 29, 28, 27, 26, 25 except 42=-182(LC 8), 23=-134(LC 7), 41=-199(LC 10), 24=-178(LC 11) Max Grav All reactions 250 lb or less at joint(s) 42, 33, 35, 36, 37, 38, 39, 40, 41, 31, 30, 29, 28, 27, 26, 25, 24 except 23=251(LC 17), 32=330(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 7-8=-136/252, 8-9=-166/305, 9-10=-206/374, 10-11=-215/389, 11-12=-215/389, 12-13=-206/374, 13-14=-166/305, 14-15=-136/252 WEBS 11-32=-408/186 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) 0-1-12 to 5-7-8, Exterior(2N) 5-7-8 to 6-11-8, Corner(3R) 6-11-8 to 17-7-8, Exterior(2N) 17-7-8 to 20-3-8, Corner(3E) 20-3-8 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) 33, 35, 36, 37, 38, 39, 40, 31, 30, 29, 28, 27, 26, 25 except (jt=lb) 42=182, 23=134, 41=199, 24=178. 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. May 27,2020 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 B20001476 Truss GE04 Truss Type Monopitch Supported Gable Qty 1 Ply 1 Wedgewood 219 Bridgemont Job Reference (optional) I41433405 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 27 11:30:33 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-c15W_XogoAs9MyBLy49wdaJl_EYoT1FEjY1ETszCJPK Scale = 1:12.5 1 2 3 4 76 5 2x4 2x4 2x4 2x4 2x4 2x4 -0-6-8 0-6-8 2-3-0 2-3-0 1-2-81-10-153.75 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 0.13 0.04 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 -0.00 (loc) 1 1 5 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 7=2-3-0, 5=2-3-0, 6=2-3-0 Max Horz 7=67(LC 7) Max Uplift 7=-34(LC 6), 5=-13(LC 7), 6=-41(LC 7) Max Grav 7=87(LC 18), 5=42(LC 1), 6=75(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) 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, 5, 6. 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. May 27,2020 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 B20001476 Truss GE05 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 219 Bridgemont Job Reference (optional) I41433406 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 27 11:30:34 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-4DeuCspIZT_?_5mXVog99osupetBCPrNyCmo0IzCJPJ Scale = 1:46.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 28 27 26 25 24 23 22 21 20 19 18 17 16 29 30 2x4 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 14-7-0 14-7-0 -1-2-8 1-2-8 7-3-8 7-3-8 14-7-0 7-3-8 15-9-8 1-2-8 1-0-37-1-21-0-310.00 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 0.26 0.10 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 0.00 0.01 (loc) 15 15 16 15 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 81 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 14-7-0. (lb) - Max Horz 28=211(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 23, 24, 25, 26, 21, 20, 19, 18 except 28=-200(LC 6), 16=-151(LC 7), 27=-201(LC 7), 17=-167(LC 6) Max Grav All reactions 250 lb or less at joint(s) 16, 22, 23, 24, 25, 26, 27, 21, 20, 19, 18, 17 except 28=286(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-107/268, 7-8=-129/310, 8-9=-129/310, 9-10=-107/268 WEBS 8-22=-307/86 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) -1-2-8 to 4-1-2, Corner(3R) 4-1-2 to 10-5-14, Corner(3E) 10-5-14 to 15-9-8 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) 23, 24, 25, 26, 21, 20, 19, 18 except (jt=lb) 28=200, 16=151, 27=201, 17=167. 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. May 27,2020 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 B20001476 Truss GE06 Truss Type Monopitch Supported Gable Qty 2 Ply 1 Wedgewood 219 Bridgemont Job Reference (optional) I41433407 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 27 11:30:35 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-YPCHPCpwKn6scFLj3VBOi?P3d2E8xx3XBsWLYkzCJPI Scale = 1:14.8 1 2 3 4 76 5 3x8 2x4 2x4 2x4 2x4 -1-2-8 1-2-8 2-4-0 2-4-0 0-9-92-4-48.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.32 0.05 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 1 1 5 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 7=2-4-0, 5=2-4-0, 6=2-4-0 Max Horz 7=90(LC 7) Max Uplift 7=-23(LC 6), 5=-14(LC 7), 6=-44(LC 7) Max Grav 7=177(LC 1), 5=52(LC 17), 6=66(LC 8) 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) 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, 5, 6. 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. May 27,2020 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 B20001476 Truss GE07 Truss Type GABLE Qty 1 Ply 1 Wedgewood 219 Bridgemont Job Reference (optional) I41433408 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 27 11:30:37 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-VoK1qurBrOMarZV6BwEsnQUO5rnLPjNpeA?ScdzCJPG Scale = 1:75.9 1 2 3 4 5 6 7 8 9 1011 20 19 18 17 16 15 14 13 12 26 27 28 29 30 4x10 4x6 3x6 3x4 5x12 2x4 2x4 3x6 4x8 3x6 3x8 3x6 3x4 2x4 3x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 7-4-0 7-4-0 7-8-0 0-4-0 10-10-11 3-2-11 18-3-8 7-4-13 24-0-0 5-8-8 29-3-0 5-3-0 -1-2-8 1-2-8 7-8-0 7-8-0 10-10-11 3-2-11 13-0-0 2-1-5 18-3-8 5-3-8 24-0-0 5-8-8 29-3-0 5-3-0 30-5-8 1-2-8 0-4-33-11-1210-1-1311-2-152-1-51-1-24.00 12 10.00 12 Plate Offsets (X,Y)-- [10:0-3-5,0-1-8], [18:0-4-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.38 0.52 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.19 0.01 0.02 (loc) 14-16 14-16 12 13-14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 140 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 4-17: 2x4 SPF-S Stud WEBS 2x3 SPF No.2 *Except* 7-14: 2x4 SPF No.2, 10-12,3-19: 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. WEBS 1 Row at midpt 6-14, 9-14 REACTIONS.All bearings 7-7-8 except (jt=length) 12=0-3-8. (lb) - Max Horz 2=326(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 19 except 2=-117(LC 6), 18=-179(LC 10), 12=-116(LC 11) Max Grav All reactions 250 lb or less at joint(s) 2, 20, 19 except 18=1165(LC 2), 18=1040(LC 1), 12=1032(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-738/269, 6-7=-757/365, 7-9=-722/362, 9-10=-905/292, 10-12=-952/346 BOT CHORD 14-16=-46/640, 13-14=0/651 WEBS 16-18=-20/640, 5-18=-981/245, 5-16=-12/272, 7-14=-259/560, 9-14=-318/247, 10-13=0/648 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) -1-2-8 to 4-1-2, Interior(1) 4-1-2 to 12-11-14, Exterior(2R) 12-11-14 to 23-7-2, Interior(1) 23-7-2 to 25-1-14, Exterior(2E) 25-1-14 to 30-5-8 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 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, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19 except (jt=lb) 2=117, 18=179, 12=116. 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. May 27,2020 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 B20001476 Truss GE08 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 219 Bridgemont Job Reference (optional) I41433409 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 27 11:30:39 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-RBSnFasRN0cI4tfVILGKsrZhnfYEtgZ65UUYhVzCJPE Scale = 1:76.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 4x6 3x8 4x6 4x6 4x6 3x8 4x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 21-11-0 21-11-0 -1-2-8 1-2-8 10-11-8 10-11-8 21-11-0 10-11-8 23-1-8 1-2-8 2-1-511-2-152-1-510.00 12 Plate Offsets (X,Y)-- [6:0-2-4,0-0-0], [7:0-3-0,0-2-4], [7:0-0-0,0-1-12], [15:0-3-0,0-2-4], [15:0-0-0,0-1-12], [16:0-2-4,0-0-0], [22:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.50 0.23 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 -0.01 0.00 (loc) 21 21 22 20 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 168 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* 11-30,10-31,9-32,12-29,13-28: 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 11-30, 10-31, 9-32, 12-29, 13-28 REACTIONS.All bearings 21-11-0. (lb) - Max Horz 39=330(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 31, 32, 34, 35, 36, 37, 29, 28, 27, 26, 25, 24 except 39=-303(LC 6), 22=-287(LC 7), 38=-303(LC 7), 23=-290(LC 6) Max Grav All reactions 250 lb or less at joint(s) 31, 32, 34, 35, 36, 37, 29, 28, 27, 26, 25, 24 except 39=351(LC 18), 22=338(LC 17), 30=381(LC 11), 38=377(LC 8), 23=363(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-126/273, 5-6=-130/335, 6-8=-162/393, 8-9=-192/449, 9-10=-233/525, 10-11=-239/530, 11-12=-239/530, 12-13=-233/525, 13-14=-192/449, 14-16=-162/393, 16-17=-130/335, 17-18=-116/273 WEBS 11-30=-568/214 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) -1-2-8 to 4-3-8, Exterior(2N) 4-3-8 to 5-7-8, Corner(3R) 5-7-8 to 16-3-8, Exterior(2N) 16-3-8 to 17-7-8, Corner(3E) 17-7-8 to 23-1-8 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) 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) 31, 32, 34, 35, 36, 37, 29, 28, 27, 26, 25, 24 except (jt=lb) 39=303, 22=287, 38=303, 23=290. 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. May 27,2020 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 B20001476 Truss GE09 Truss Type Monopitch Supported Gable Qty 1 Ply 1 Wedgewood 219 Bridgemont Job Reference (optional) I41433410 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 27 11:30:40 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-vN0ASwt38Jk9i0Ehs2nZP36ty3wNcBFGK8D6DyzCJPD Scale = 1:16.5 1 2 3 4 76 5 3x4 3x6 2x4 2x4 2x4 2x4 -1-2-8 1-2-8 2-0-0 2-0-0 1-0-32-8-310.00 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 0.41 0.11 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.00 (loc) 1 2 5 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 7=2-0-0, 5=2-0-0, 6=2-0-0 Max Horz 7=105(LC 7) Max Uplift 7=-59(LC 6), 5=-26(LC 7), 6=-96(LC 7) Max Grav 7=208(LC 18), 5=52(LC 17), 6=87(LC 8) 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) 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, 5, 6. 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. May 27,2020 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 B20001476 Truss J01 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 219 Bridgemont Job Reference (optional) I41433411 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 27 11:30:40 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-vN0ASwt38Jk9i0Ehs2nZP36xH3vdcBiGK8D6DyzCJPD Scale = 1:16.7 1 2 6 5 3 4 2x4 3x4 2x4 1-4-0 1-4-0 2-10-12 1-6-12 -1-2-8 1-2-8 2-10-12 2-10-12 1-10-02-8-142-4-122-8-143.75 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 0.13 0.16 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -0.02 0.01 (loc) 5 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 11 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* 2-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 6=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 6=65(LC 7) Max Uplift 6=-62(LC 6), 3=-34(LC 10), 4=-12(LC 7) Max Grav 6=209(LC 1), 3=60(LC 1), 4=54(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 27,2020 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 B20001476 Truss J02 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 219 Bridgemont Job Reference (optional) I41433412 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 27 11:30:41 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-NZaYgGuhvds0KAptQmIoxGf7BTG8LeuPZozflOzCJPC Scale: 3/4"=1' 1 2 6 5 3 42x4 3x4 2x4 1-0-0 1-0-0 1-5-3 0-5-3 -1-2-8 1-2-8 1-5-3 1-5-3 1-11-112-6-130-4-72-2-72-6-135.00 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 0.12 0.08 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.00 (loc) 6 6 3 l/defl >999 >999 n/a L/d 240 240 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 2x4 SPF-S Stud *Except* 2-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-5-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 6=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 6=62(LC 7) Max Uplift 6=-34(LC 6), 3=-5(LC 1), 4=-52(LC 7) Max Grav 6=175(LC 1), 3=13(LC 6), 4=25(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 27,2020 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 B20001476 Truss J03 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 219 Bridgemont Job Reference (optional) I41433413 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 27 11:30:42 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-rm7wtcvJgx_txKN3zTp1UUBIxsaX444ZoSiDIqzCJPB Scale = 1:19.0 1 2 6 5 3 4 2x4 3x4 2x4 1-4-0 1-4-0 2-11-3 1-7-3 -1-2-8 1-2-8 2-11-3 2-11-3 1-11-113-2-50-4-72-9-153-2-55.00 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 0.12 0.20 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.02 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 12 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* 2-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 6=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 6=78(LC 7) Max Uplift 6=-26(LC 6), 3=-38(LC 10), 4=-22(LC 7) Max Grav 6=210(LC 1), 3=62(LC 1), 4=54(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-87/267 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) 6, 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 27,2020 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 B20001476 Truss J04 Truss Type Jack-Open Qty 2 Ply 1 Wedgewood 219 Bridgemont Job Reference (optional) I41433414 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 27 11:30:42 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-rm7wtcvJgx_txKN3zTp1UUBH9sZ?44vZoSiDIqzCJPB Scale = 1:20.8 1 2 6 5 3 4 2x4 3x4 2x4 1-4-0 1-4-0 3-9-8 2-5-8 -1-2-8 1-2-8 3-9-8 3-9-8 1-11-113-6-105.00 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 0.17 0.29 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 -0.05 0.03 (loc) 5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 14 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* 2-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 6=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 6=88(LC 7) Max Uplift 6=-24(LC 6), 3=-55(LC 10), 4=-12(LC 7) Max Grav 6=240(LC 1), 3=92(LC 1), 4=72(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-104/308 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) 6, 3, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 27,2020 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 B20001476 Truss M01 Truss Type MONOPITCH Qty 6 Ply 1 Wedgewood 219 Bridgemont Job Reference (optional) I41433415 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 27 11:30:43 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-JyhI5xvyRE6kZUyGXBKG0hkOlGtKpNti06SmqHzCJPA Scale = 1:30.2 1 2 3 4 7 6 5 8 9 2x4 3x4 3x4 3x4 3x4 8x8 6-2-0 6-2-0 12-4-0 6-2-0 -0-6-8 0-6-8 6-2-0 6-2-0 12-4-0 6-2-0 1-2-85-0-123.75 12 Plate Offsets (X,Y)-- [2:0-2-9,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.44 0.35 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.08 0.01 0.02 (loc) 5-6 5-6 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 46 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* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-5-0 oc bracing. REACTIONS. (size) 5=Mechanical, 7=0-3-8 Max Horz 7=147(LC 6) Max Uplift 5=-131(LC 10), 7=-90(LC 6) Max Grav 5=482(LC 1), 7=526(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-692/221, 2-7=-470/265 BOT CHORD 6-7=-367/208, 5-6=-387/613 WEBS 3-5=-664/419, 2-6=-20/456 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) -0-6-8 to 4-9-2, Interior(1) 4-9-2 to 6-11-2, Exterior(2E) 6-11-2 to 12-2-12 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) 7 except (jt=lb) 5=131. 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. May 27,2020 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 B20001476 Truss M02 Truss Type Monopitch Qty 1 Ply 1 Wedgewood 219 Bridgemont Job Reference (optional) I41433416 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 27 11:30:44 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-n8FgIHwaCYEbBeXS5usVZvHbQgEvYwerFmBJMjzCJP9 Scale = 1:30.2 1 2 3 4 7 6 5 8 2x4 3x4 2x4 3x4 3x4 3x6 5-2-0 5-2-0 10-4-0 5-2-0 -1-2-8 1-2-8 5-2-0 5-2-0 10-4-0 5-2-0 1-10-05-0-123.75 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 0.31 0.27 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.04 -0.00 0.01 (loc) 5-6 5-6 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 42 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* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=Mechanical, 7=0-3-8 Max Horz 7=127(LC 7) Max Uplift 5=-118(LC 10), 7=-99(LC 6) Max Grav 5=398(LC 1), 7=490(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-438/158, 2-7=-445/290 BOT CHORD 6-7=-300/130, 5-6=-312/378 WEBS 3-5=-437/362, 2-6=-13/356 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) -1-2-8 to 4-1-2, Interior(1) 4-1-2 to 4-11-2, Exterior(2E) 4-11-2 to 10-2-12 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) 7 except (jt=lb) 5=118. 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. May 27,2020 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 B20001476 Truss M03 Truss Type MONOPITCH Qty 5 Ply 1 Wedgewood 219 Bridgemont Job Reference (optional) I41433417 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 27 11:30:45 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-GLp3WdxCzsNSoo6efcNl66ppS4eZHSq?UQxtv9zCJP8 Scale = 1:14.8 1 2 3 4 5 2x4 3x8 3x4 2x4 2-4-0 2-4-0 -1-2-8 1-2-8 2-4-0 2-4-0 0-9-92-4-42-0-120-3-82-4-48.00 12 Plate Offsets (X,Y)-- [2:0-4-14,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.10 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.00 -0.00 (loc) 8 5-8 2 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=0-3-8, 5=0-1-8 Max Horz 2=86(LC 10) Max Uplift 2=-19(LC 10), 5=-43(LC 10) Max Grav 2=180(LC 1), 5=78(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 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. May 27,2020 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 B20001476 Truss M04 Truss Type Monopitch Qty 4 Ply 1 Wedgewood 219 Bridgemont Job Reference (optional) I41433418 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 27 11:30:45 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-GLp3WdxCzsNSoo6efcNl66plh4dBHSq?UQxtv9zCJP8 Scale = 1:16.5 1 2 3 5 4 2x4 2x4 3x6 2x4 2-0-0 2-0-0 -1-2-8 1-2-8 2-0-0 2-0-0 1-0-32-8-32-4-110-3-82-8-310.00 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 0.34 0.07 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 5 5 4 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 5=0-3-0, 4=0-1-8 Max Horz 5=105(LC 7) Max Uplift 5=-31(LC 10), 4=-55(LC 7) Max Grav 5=182(LC 1), 4=70(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 27,2020 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 B20001476 Truss PB01 Truss Type Piggyback Qty 2 Ply 1 Wedgewood 219 Bridgemont Job Reference (optional) I41433419 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 27 11:30:46 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-kXNRjzyqk9VJQxhrCJu_eKMz9UzJ0vj8i4gQRbzCJP7 Scale = 1:19.2 1 2 3 4 5 6 4x6 2x4 2x4 2x4 6-11-7 6-11-7 3-5-12 3-5-12 6-11-7 3-5-12 0-4-132-9-40-1-80-4-130-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-0], [4:0-2-1,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.17 0.08 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 5 5 4 5 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 18 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=5-8-5, 4=5-8-5, 6=5-8-5 Max Horz 2=-68(LC 8) Max Uplift 2=-40(LC 10), 4=-48(LC 11) Max Grav 2=159(LC 1), 4=159(LC 1), 6=181(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. 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. May 27,2020 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 B20001476 Truss PBE01 Truss Type GABLE Qty 1 Ply 1 Wedgewood 219 Bridgemont Job Reference (optional) I41433420 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 27 11:30:47 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-CjxpwJzSVTd925G1m1PDBXvAvtKTlMNIxkQ_z2zCJP6 Scale = 1:19.2 1 2 3 4 5 6 7 10 9 8 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6-11-7 6-11-7 3-5-12 3-5-12 6-11-7 3-5-12 0-4-132-9-40-1-80-4-130-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-0], [6:0-2-1,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.04 0.02 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 6 6 6 6 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 21 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 5-8-5. (lb) - Max Horz 2=-68(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 6, 9, 10, 8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp 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, 10, 8. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. May 27,2020 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 B20001476 Truss T01 Truss Type Roof Special Qty 6 Ply 1 Wedgewood 219 Bridgemont Job Reference (optional) I41433421 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 27 11:30:48 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-gwVB8fz4Gnl0fFrDKkwSjlRDEHaXUgiRAO9XVUzCJP5 Scale = 1:56.7 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 3x6 4x6 4x6 4x8 3x4 3x6 3x4 2x4 3x4 3x6 4x10 3x4 2x4 3x6 6-8-10 6-8-10 12-1-12 5-5-2 18-8-0 6-6-4 26-3-0 7-7-0 27-11-0 1-8-0 -1-2-8 1-2-8 6-8-10 6-8-10 12-8-5 5-11-11 18-8-0 5-11-11 20-1-12 1-5-12 26-3-0 6-1-4 27-11-0 1-8-0 0-4-36-6-142-8-107-9-112-2-64.00 12 10.00 12 3.75 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 0.52 0.41 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.13 0.01 0.07 (loc) 11-12 11-12 10 2-15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 107 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* 9-10: 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. (size) 2=0-8-0, 14=0-3-8, 10=Mechanical Max Horz 2=201(LC 7) Max Uplift 2=-204(LC 6), 14=-372(LC 6), 10=-70(LC 11) Max Grav 2=442(LC 23), 14=1320(LC 1), 10=528(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-432/209, 3-5=-169/408, 5-6=-364/125, 6-7=-344/173, 7-8=-420/114, 8-9=-357/69, 9-10=-565/78 BOT CHORD 2-15=-194/351, 14-15=-194/351, 11-12=-83/363 WEBS 3-15=-114/255, 3-14=-738/455, 5-14=-926/333, 5-12=-149/579, 6-12=-305/147, 8-11=-340/196, 9-11=-130/593 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) -1-2-8 to 4-1-2, Interior(1) 4-1-2 to 18-8-0, Exterior(2R) 18-8-0 to 25-5-6, Interior(1) 25-5-6 to 26-3-2, Exterior(2E) 26-3-2 to 27-9-4 zone; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10 except (jt=lb) 2=204, 14=372. 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. May 27,2020 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 B20001476 Truss T02 Truss Type Common Qty 16 Ply 1 Wedgewood 219 Bridgemont Job Reference (optional) I41433422 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 27 11:30:49 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-862ZL?_i14ttHPQQuRRhGy_O?hrSD1naP2v42wzCJP4 Scale = 1:65.6 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 18 3x6 4x6 2x4 3x6 3x4 3x6 3x4 3x6 3x6 4x8 3x6 8-3-3 8-3-3 16-3-13 8-0-10 22-2-8 5-10-11 -1-2-8 1-2-8 5-9-0 5-9-0 12-3-8 6-6-8 18-10-0 6-6-8 22-2-8 3-4-8 1-0-311-3-22-11-1510.00 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 0.51 0.75 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.23 0.02 0.02 (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: 110 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-11,5-9: 2x4 SPF No.2, 2-12,7-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-12 REACTIONS. (size) 12=0-5-8, 8=Mechanical Max Horz 12=289(LC 7) Max Uplift 12=-117(LC 10), 8=-93(LC 10) Max Grav 12=1096(LC 17), 8=1004(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-453/179, 3-5=-1057/289, 5-6=-876/266, 2-12=-467/193 BOT CHORD 11-12=-227/948, 9-11=-31/580, 8-9=-75/534 WEBS 3-11=-301/307, 5-11=-183/689, 5-9=-143/301, 3-12=-820/41, 6-8=-1034/160 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) -1-2-8 to 4-1-2, Interior(1) 4-1-2 to 6-11-14, Exterior(2R) 6-11-14 to 16-9-2, Exterior(2E) 16-9-2 to 22-0-12 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb) 12=117. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 27,2020 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 B20001476 Truss T05 Truss Type Common Qty 7 Ply 1 Wedgewood 219 Bridgemont Job Reference (optional) I41433423 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 27 11:30:50 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-cIcxZL?LnO?kvZ?cR9ywpAXXA59bycqkdheeaNzCJP3 Scale = 1:71.4 1 2 3 4 5 6 7 8 9 10 13 12 11 22 23 24 25 26 27 28 29 3x6 4x6 3x6 5x12 4x6 3x6 3x4 2x4 3x4 2x4 5x12 4x6 8-3-3 8-3-3 16-3-13 8-0-11 24-7-0 8-3-3 5-9-0 5-9-0 12-3-8 6-6-8 18-10-0 6-6-8 24-7-0 5-9-0 25-9-8 1-2-8 1-0-311-3-21-0-310.00 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-MS 0.68 0.82 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.30 0.06 0.05 (loc) 11-13 11-13 9 11-13 l/defl >999 >997 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 107 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 7-11,3-13: 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 1-6-0, Right 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=Mechanical, 9=0-3-8 Max Horz 1=-279(LC 6) Max Uplift 1=-101(LC 10), 9=-128(LC 11) Max Grav 1=1149(LC 17), 9=1220(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1321/213, 3-5=-1234/321, 5-7=-1229/319, 7-9=-1319/211 BOT CHORD 1-13=-179/1130, 11-13=0/754, 9-11=-40/973 WEBS 5-11=-191/672, 7-11=-324/300, 5-13=-193/680, 3-13=-328/301 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 5-3-10, Interior(1) 5-3-10 to 6-11-14, Exterior(2R) 6-11-14 to 17-7-2, Interior(1) 17-7-2 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=101, 9=128. 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. May 27,2020 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 B20001476 Truss T06 Truss Type Half Hip Qty 1 Ply 1 Wedgewood 219 Bridgemont Job Reference (optional) I41433424 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 27 11:30:51 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-4UAKmh0zYi7bWjZo?sU9LN3hEVahh7YtsLOB6pzCJP2 Scale = 1:26.8 1 2 34 7 65 8 5x12 2x4 3x4 3x4 3x4 7x16 MT18HS 8-2-0 8-2-0 10-4-0 2-2-0 -1-2-8 1-2-8 8-2-0 8-2-0 10-4-0 2-2-0 1-10-04-3-04-4-104-3-03.75 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [3:0-6-0,0-1-13] 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 0.45 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.20 -0.00 -0.00 (loc) 6-7 6-7 5 6-7 l/defl >999 >615 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 43 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 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.): 3-4. BOT CHORD Rigid ceiling directly applied or 9-3-8 oc bracing. REACTIONS. (size) 5=Mechanical, 7=0-3-8 Max Horz 7=105(LC 7) Max Uplift 5=-104(LC 6), 7=-113(LC 6) Max Grav 5=398(LC 1), 7=490(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-311/85, 2-7=-415/335 BOT CHORD 6-7=-388/247 WEBS 3-6=0/299, 3-5=-486/312, 2-6=-60/252 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) -1-2-8 to 4-1-2, Exterior(2R) 4-1-2 to 8-2-0, Exterior(2E) 8-2-0 to 10-2-12 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. 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) 5=104, 7=113. 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. May 27,2020 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 B20001476 Truss T07 Truss Type PIGGYBACK BASE Qty 1 Ply 1 Wedgewood 219 Bridgemont Job Reference (optional) I41433425 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 27 11:30:53 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-1tI4BM1D4JNJm0jB7HWdQo86iIG?9sMAJftIBhzCJP0 Scale = 1:75.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 29 28 27 26 25 24 23 22 21 20 19 18 17 30 31 32 33 34 3x6 4x6 4x6 3x6 3x8 3x4 8x8 3x6 8x8 3x6 5x8 3x6 3x6 3x6 3x8 3x6 4x6 3x6 5x6 3x6 3x6 3x8 3x8 3x8 5x12 5x12 3x6 0-5-8 0-5-8 1-10-12 1-5-4 3-7-0 1-8-4 5-3-4 1-8-4 8-10-0 3-6-12 13-2-0 4-4-0 20-1-8 6-11-7 24-5-8 4-4-0 28-2-4 3-8-12 29-9-13 1-7-9 31-5-7 1-7-9 33-3-8 1-10-1 -1-2-8 1-2-8 0-5-8 0-5-8 1-10-12 1-5-4 3-7-0 1-8-4 6-3-4 2-8-4 8-10-0 2-6-12 13-2-0 4-4-0 20-1-8 6-11-7 24-5-8 4-4-0 27-2-4 2-8-12 29-9-13 2-7-9 31-5-7 1-7-9 33-3-8 1-10-1 34-6-0 1-2-8 1-0-50-0-412-0-01-0-54-0-27-11-1410.00 12 10.00 12 Plate Offsets (X,Y)-- [8:0-4-4,0-2-0], [9:0-4-4,0-2-0], [15:0-3-5,0-1-8], [21:0-2-8,0-2-8], [22:0-2-8,0-1-8], [25:0-2-8,0-2-0], [29:0-3-0,0-0-7] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.40 0.46 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.27 -0.50 0.79 0.17 (loc) 22-23 22-23 17 25-26 l/defl >999 >788 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 178 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E BOT CHORD 2x4 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 15-17: 2x4 SPF-S Stud, 12-20: 2x4 SPF No.2 OTHERS 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-1 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 8-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 9-23 REACTIONS. (size) 17=0-3-8, 29=0-5-8 Max Horz 29=-229(LC 8) Max Uplift 17=-102(LC 11), 29=-103(LC 10) Max Grav 17=996(LC 2), 29=996(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2049/304, 3-4=-3810/536, 4-5=-5279/640, 5-7=-2039/229, 7-8=-1332/205, 8-9=-998/194, 9-10=-1342/206, 10-12=-1989/205, 12-13=-5411/264, 13-14=-3876/251, 14-15=-2117/161, 15-17=-983/140, 2-29=-1106/195 BOT CHORD 28-29=-269/310, 27-28=-439/2185, 26-27=-590/3917, 25-26=-334/2718, 23-25=-178/1677, 22-23=-18/1022, 21-22=0/1525, 20-21=-36/2566, 19-20=-122/3804, 18-19=-65/2061 WEBS 2-28=-198/1497, 3-28=-888/137, 3-27=-153/1385, 4-27=-737/99, 4-26=-75/1171, 7-23=-833/200, 7-25=-104/873, 8-23=-32/661, 9-22=-34/663, 10-21=-10/776, 13-20=0/1259, 13-19=-665/43, 14-19=-55/1414, 14-18=-788/47, 15-18=-67/1594, 12-21=-1241/75, 10-22=-734/122, 5-25=-1298/220, 5-26=-410/3109, 12-20=-54/3197 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) -1-2-8 to 4-1-2, Interior(1) 4-1-2 to 5-8-1, Exterior(2R) 5-8-1 to 27-7-7, Interior(1) 27-7-7 to 29-2-6, Exterior(2E) 29-2-6 to 34-6-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Bearing at joint(s) 17, 29 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=102, 29=103. 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. May 27,2020 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 B20001476 Truss T08 Truss Type COMMON Qty 8 Ply 1 Wedgewood 219 Bridgemont Job Reference (optional) I41433426 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 27 11:30:54 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-V3sSOi2rrdVANAINg?1sz0hEEibouVzKYJcrj8zCJP? Scale = 1:45.2 1 2 3 4 5 6 7 8 17 18 19 20 3x12 4x6 3x12 4x6 2x4 4x6 7-3-8 7-3-8 14-7-0 7-3-8 -1-2-8 1-2-8 7-3-8 7-3-8 14-7-0 7-3-8 15-9-8 1-2-8 1-0-37-1-21-0-310.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [6:0-7-10,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.55 0.55 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.14 0.06 0.12 (loc) 8-11 8-11 6 8-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 53 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 1-6-0, Right 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=0-3-8, 6=0-3-8 Max Horz 2=181(LC 9) Max Uplift 2=-85(LC 10), 6=-85(LC 11) Max Grav 2=755(LC 17), 6=755(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-702/296, 4-6=-702/296 BOT CHORD 2-8=0/502, 6-8=0/502 WEBS 4-8=0/425 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) -1-2-8 to 4-1-2, Exterior(2R) 4-1-2 to 10-5-14, Exterior(2E) 10-5-14 to 15-9-8 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) 2, 6. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 27,2020 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 B20001476 Truss T09 Truss Type Roof Special Qty 2 Ply 1 Wedgewood 219 Bridgemont Job Reference (optional) I41433427 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 27 11:30:55 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-zGQqc23Tcwd1?KtZEiY5WDEM36xbdsYTnzMPFazCJP_ Scale = 1:71.9 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 20 21 22 4x10 4x6 3x6 3x4 3x6 2x4 3x6 4x8 6x10 3x6 3x8 3x6 3x4 2x4 3x8 7-4-0 7-4-0 7-8-0 0-4-0 10-10-11 3-2-11 18-3-8 7-4-13 24-0-0 5-8-8 29-3-0 5-3-0 -1-2-8 1-2-8 7-8-0 7-8-0 10-10-11 3-2-11 13-0-0 2-1-5 18-3-8 5-3-8 24-0-0 5-8-8 29-3-0 5-3-0 30-5-8 1-2-8 0-4-33-11-1210-1-1311-2-152-1-51-1-24.00 12 10.00 12 Plate Offsets (X,Y)-- [9:0-3-5,0-1-8], [17:0-8-4,0-3-12] 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 0.73 0.51 0.56 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.24 0.01 0.04 (loc) 2-17 2-17 11 2-17 l/defl >812 >376 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 132 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-16: 2x4 SPF-S Stud WEBS 2x3 SPF No.2 *Except* 6-13: 2x4 SPF No.2, 9-11: 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. WEBS 1 Row at midpt 5-13, 8-13 REACTIONS. (size) 2=0-3-8, 17=0-3-8, 11=0-3-8 Max Horz 2=326(LC 9) Max Uplift 2=-127(LC 6), 17=-199(LC 10), 11=-121(LC 11) Max Grav 2=339(LC 23), 17=1357(LC 2), 11=1030(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-717/284, 5-6=-755/372, 6-8=-719/368, 8-9=-904/297, 9-11=-950/351 BOT CHORD 3-17=-417/219, 13-15=-40/627, 12-13=0/646 WEBS 15-17=0/673, 4-17=-883/187, 4-15=-15/260, 5-15=-273/85, 6-13=-268/558, 8-13=-319/246, 9-12=0/643 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) -1-2-8 to 4-1-2, Interior(1) 4-1-2 to 12-11-14, Exterior(2R) 12-11-14 to 23-7-2, Interior(1) 23-7-2 to 25-1-14, Exterior(2E) 25-1-14 to 30-5-8 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, 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) 2=127, 17=199, 11=121. 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. May 27,2020 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 B20001476 Truss T10 Truss Type ROOF SPECIAL Qty 5 Ply 1 Wedgewood 219 Bridgemont Job Reference (optional) I41433428 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 27 11:30:56 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-RS_DpO46NEludUSmoP3K2RmYfWBZMEvc0d5ym0zCJOz Scale = 1:66.3 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 24 25 5x8 4x6 3x6 3x8 3x6 3x4 2x4 8x8 5x8 4x8 3x6 2x4 5x12 4x6 5-9-13 5-9-13 10-10-11 5-0-14 18-3-8 7-4-13 24-0-0 5-8-8 29-3-0 5-3-0 -1-2-8 1-2-8 5-9-13 5-9-13 10-10-11 5-0-14 13-0-0 2-1-5 18-3-8 5-3-8 24-0-0 5-8-8 29-3-0 5-3-0 30-5-8 1-2-8 0-4-33-11-1210-1-131-0-34.00 12 10.00 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-MS 0.68 0.85 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.39 0.11 0.17 (loc) 15 13-15 10 15 l/defl >999 >903 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 117 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Right 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-1-7 oc bracing. WEBS 1 Row at midpt 5-13 REACTIONS. (size) 2=0-3-8, 10=0-3-8 Max Horz 2=274(LC 9) Max Uplift 2=-196(LC 10), 10=-133(LC 11) Max Grav 2=1243(LC 1), 10=1243(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2984/700, 3-4=-2359/580, 4-5=-2860/756, 5-6=-1191/453, 6-8=-1193/449, 8-10=-1406/403 BOT CHORD 2-16=-522/2790, 15-16=-522/2790, 13-15=-242/1571, 12-13=-107/995, 10-12=-107/995 WEBS 3-15=-659/200, 4-15=-1215/331, 5-15=-351/1710, 5-13=-1053/410, 6-13=-369/1062, 8-13=-288/241 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) -1-2-8 to 4-1-2, Interior(1) 4-1-2 to 12-11-14, Exterior(2R) 12-11-14 to 23-7-2, Interior(1) 23-7-2 to 25-1-14, Exterior(2E) 25-1-14 to 30-5-8 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) except (jt=lb) 2=196, 10=133. 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. May 27,2020 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 B20001476 Truss T11 Truss Type ROOF SPECIAL Qty 3 Ply 1 Wedgewood 219 Bridgemont Job Reference (optional) I41433429 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 27 11:30:57 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-veXb1k4k8YtlEe1yM7bZbeJjzvYO5fTmEHrVJTzCJOy Scale = 1:65.6 1 2 3 4 5 6 7 8 9 14 13 12 11 10 22 23 5x8 4x6 5x12 4x6 3x8 3x6 3x4 2x4 8x8 5x8 4x8 3x6 2x4 5-9-13 5-9-13 10-10-11 5-0-14 18-3-8 7-4-13 24-0-0 5-8-8 29-3-0 5-3-0 -1-2-8 1-2-8 5-9-13 5-9-13 10-10-11 5-0-14 13-0-0 2-1-5 18-3-8 5-3-8 24-0-0 5-8-8 29-3-0 5-3-0 0-4-33-11-1210-1-131-0-34.00 12 10.00 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-MS 0.64 0.81 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.39 0.11 0.17 (loc) 13 11-13 9 13 l/defl >999 >904 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 115 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Right 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-6-13 oc bracing. WEBS 1 Row at midpt 5-11 REACTIONS. (size) 9=0-3-8, 2=0-3-8 Max Horz 2=273(LC 7) Max Uplift 9=-107(LC 10), 2=-196(LC 10) Max Grav 9=1169(LC 1), 2=1244(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2988/716, 3-4=-2364/597, 4-5=-2866/778, 5-6=-1194/467, 6-7=-1197/463, 7-9=-1415/423 BOT CHORD 2-14=-602/2795, 13-14=-602/2795, 11-13=-291/1574, 10-11=-200/1004, 9-10=-200/1004 WEBS 3-13=-659/199, 4-13=-1217/339, 5-13=-360/1713, 5-11=-1054/414, 6-11=-388/1067, 7-11=-296/266 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) -1-2-8 to 4-1-2, Interior(1) 4-1-2 to 12-11-14, Exterior(2R) 12-11-14 to 23-7-2, Interior(1) 23-7-2 to 23-11-6, Exterior(2E) 23-11-6 to 29-3-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) except (jt=lb) 9=107, 2=196. 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. May 27,2020 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 B20001476 Truss T12 Truss Type Common Qty 4 Ply 1 Wedgewood 219 Bridgemont Job Reference (optional) I41433430 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 27 11:30:58 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-Nr5zE45Mvr?csnc8vq6o7sstzJt3qDkvTxa3rvzCJOx Scale = 1:65.8 1 2 3 4 5 6 7 8 9 13 12 11 1014 15 16 17 3x6 4x6 3x6 3x6 3x8 3x6 3x6 3x4 5x8 5x8 3x4 10-11-8 10-11-8 21-11-0 10-11-8 -1-2-8 1-2-8 5-3-0 5-3-0 10-11-8 5-8-8 16-8-0 5-8-8 21-11-0 5-3-0 23-1-8 1-2-8 2-1-511-2-152-1-510.00 12 Plate Offsets (X,Y)-- [3:0-2-8,0-1-8], [7:0-2-8,0-1-8] 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 0.76 0.85 0.47 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.42 -0.69 0.02 0.02 (loc) 11-13 11-13 10 11 l/defl >612 >374 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 102 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 10-12: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 5-11: 2x4 SPF No.2, 2-13,8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-11, 3-11, 3-13, 7-10 REACTIONS. (size) 13=0-3-8, 10=0-3-8 Max Horz 13=-330(LC 8) Max Uplift 13=-112(LC 10), 10=-112(LC 11) Max Grav 13=1065(LC 17), 10=1065(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-294/173, 3-5=-838/241, 5-7=-838/241, 7-8=-288/174, 2-13=-357/190, 8-10=-353/191 BOT CHORD 11-13=-129/783, 10-11=-11/652 WEBS 5-11=-142/637, 7-11=-182/262, 3-11=-183/261, 3-13=-827/70, 7-10=-833/68 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Interior(1) 4-1-2 to 5-7-14, Exterior(2R) 5-7-14 to 16-3-2, Interior(1) 16-3-2 to 17-9-14, Exterior(2E) 17-9-14 to 23-1-8 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) 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) 13=112, 10=112. 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. May 27,2020 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 B20001476 Truss TG01 Truss Type Flat Girder Qty 1 Ply 3 Wedgewood 219 Bridgemont Job Reference (optional) I41433431 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 27 11:30:59 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-r1fLSQ6_g97SUxBLTYd1g3O8njHNZfz3ibKcNLzCJOw Scale = 1:23.4 1234 8 76 5 9 1011121314 3x4 4x8 3x4 5x6 5x12 2x4 2x4 5x12 4-8-4 4-8-4 9-2-12 4-6-8 13-11-0 4-8-4 4-8-4 4-8-4 9-2-12 4-6-8 13-11-0 4-8-4 2-1-0LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.37 0.59 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.13 0.02 0.06 (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: 208 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 1-7,3-7,3-5: 2x4 SPF No.2 BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-4, 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=-61(LC 6) Max Uplift 8=-571(LC 4), 5=-579(LC 5) Max Grav 8=3134(LC 1), 5=3181(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-2667/519, 1-2=-6415/1160, 2-3=-6415/1160, 3-4=-272/65, 4-5=-468/121 BOT CHORD 7-8=-92/270, 6-7=-1181/6434, 5-6=-1181/6434 WEBS 1-7=-1182/6525, 2-7=-819/282, 3-6=-153/1378, 3-5=-6544/1187 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) 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 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=571, 5=579. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 508 lb down and 90 lb up at 2-0-12, 508 lb down and 90 lb up at 4-0-12, 508 lb down and 90 lb up at 6-0-12, 508 lb down and 90 lb up at 8-0-12, and 508 lb down and 90 lb up at 10-0-12, and 508 lb down and 90 lb up at 12-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 May 27,2020 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 B20001476 Truss TG01 Truss Type Flat Girder Qty 1 Ply 3 Wedgewood 219 Bridgemont Job Reference (optional) I41433431 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 27 11:30:59 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-r1fLSQ6_g97SUxBLTYd1g3O8njHNZfz3ibKcNLzCJOw LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-190(F=-130), 5-8=-50(F=-30) Concentrated Loads (lb) Vert: 9=-508(B) 10=-508(B) 11=-508(B) 12=-508(B) 13=-508(B) 14=-508(B) 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 B20001476 Truss TG02 Truss Type GABLE Qty 1 Ply 2 Wedgewood 219 Bridgemont Job Reference (optional) I41433432 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 27 11:31:02 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-GcLU4R8sz4W1LPvv8gAkIi0blwNTm_mVOZYG_gzCJOt Scale = 1:76.4 1 2 3 4 5 6 7 8 910 21 20 19 18 17 16 15 14 13 12 11 30 31 32 3334 2x4 4x8 12x20 4x8 4x6 8x14 MT18HS 4x8 2x4 10x10 4x6 10x10 5x8 3x8 3x6 3x6 3x8 3x6 4x8 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3-7-0 3-7-0 5-3-4 1-8-4 9-2-10 3-11-6 13-2-0 3-11-6 20-1-8 6-11-7 24-1-14 4-0-6 28-2-4 4-0-6 29-8-8 1-6-4 33-3-8 3-7-0 3-7-0 3-7-0 5-3-4 1-8-4 9-2-10 3-11-6 13-2-0 3-11-6 20-1-8 6-11-7 24-1-14 4-0-6 27-0-0 2-10-2 28-2-4 1-2-4 29-8-8 1-6-4 33-3-8 3-7-0 4-0-212-0-04-0-27-11-1410.00 12 10.00 12 Plate Offsets (X,Y)-- [5:0-6-4,0-2-0], [6:0-4-4,0-2-0], [9:0-5-0,0-3-4], [14:0-3-8,0-2-0], [18:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.58 0.37 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.24 -0.46 0.71 0.17 (loc) 13-14 13-14 11 18-19 l/defl >999 >868 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 428 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-2,9-10: 2x6 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 1-20,3-19,5-15,10-12,8-13: 2x4 SPF No.2, 2-19,9-13: 2x3 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-15 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2, 5-6, 9-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 20-21,11-12. REACTIONS. (size) 21=0-5-8, 11=0-3-8 Max Horz 21=-343(LC 6) Max Uplift 21=-186(LC 8), 11=-144(LC 9) Max Grav 21=1770(LC 2), 11=1638(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-21=-1709/271, 1-2=-4415/607, 2-3=-8433/1116, 3-4=-3152/293, 4-5=-2112/235, 5-6=-1585/220, 6-7=-2098/219, 7-8=-3098/280, 8-9=-8465/765, 9-10=-4433/389, 10-11=-1428/161 BOT CHORD 20-21=-454/406, 19-20=-1214/6611, 18-19=-1010/6084, 16-18=-377/2557, 15-16=-227/1665, 14-15=-127/2364, 13-14=-363/3959, 12-13=-661/6511 WEBS 1-20=-590/4553, 2-20=-5228/713, 2-19=-192/1505, 3-19=-716/4307, 3-18=-3674/659, 4-18=-179/1376, 4-16=-1323/273, 5-16=-124/1173, 6-15=-53/1052, 7-15=-1137/257, 7-14=-109/1274, 8-14=-1840/272, 9-13=-98/1392, 9-12=-5211/549, 10-12=-425/4558, 8-13=-437/4908 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, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 20-2 2x4 - 1 row at 0-2-0 oc, member 12-9 2x4 - 2 rows staggered at 0-3-0 oc, 2x3 - 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) 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. 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 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. Continued on page 2 May 27,2020 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 B20001476 Truss TG02 Truss Type GABLE Qty 1 Ply 2 Wedgewood 219 Bridgemont Job Reference (optional) I41433432 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 27 11:31:02 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-GcLU4R8sz4W1LPvv8gAkIi0blwNTm_mVOZYG_gzCJOt NOTES- 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, with BCDL = 10.0psf. 11) Bearing at joint(s) 21, 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 21=186, 11=144. 13) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 183 lb down and 71 lb up at 0-1-12, 162 lb down and 39 lb up at 2-0-12, 162 lb down and 39 lb up at 3-0-12, and 162 lb down and 39 lb up at 30-2-12, and 163 lb down and 39 lb up at 32-2-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-5=-60, 5-6=-60, 6-9=-60, 9-10=-60, 19-21=-20, 13-19=-20, 11-13=-20 Concentrated Loads (lb) Vert: 1=-162 30=-122 31=-122 32=-122 33=-124 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 B20001476 Truss TG03 Truss Type Half Hip Girder Qty 1 Ply 2 Wedgewood 219 Bridgemont Job Reference (optional) I41433433 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 27 11:31:03 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-kovsHn9VkOeuzZU6iOhzqvZtbKmDVaaedDIqW6zCJOs Scale = 1:22.9 1 2 34 7 65 89 10 11 5x12 2x4 4x6 2x4 3x4 3x6 5-6-0 5-6-0 10-4-0 4-10-0 -1-2-8 1-2-8 5-6-0 5-6-0 10-4-0 4-10-0 1-10-03-5-03-6-103-5-03.75 12 Plate Offsets (X,Y)-- [3:0-6-0,0-1-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.19 0.08 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 0.00 (loc) 6 5-6 5 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 97 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=Mechanical, 7=0-3-8 Max Horz 7=81(LC 5) Max Uplift 5=-213(LC 4), 7=-197(LC 4) Max Grav 5=508(LC 1), 7=553(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-530/195, 2-7=-500/220 BOT CHORD 5-6=-207/459 WEBS 3-5=-520/233, 2-6=-118/403 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=213, 7=197. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 83 lb down and 88 lb up at 5-6-0, and 37 lb down and 63 lb up at 6-4-12, and 37 lb down and 63 lb up at 8-4-12 on top chord, and 53 lb down and 73 lb up at 5-6-0, and 32 lb down and 32 lb up at 6-4-12, and 32 lb down and 32 lb up at 8-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 May 27,2020 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 B20001476 Truss TG03 Truss Type Half Hip Girder Qty 1 Ply 2 Wedgewood 219 Bridgemont Job Reference (optional) I41433433 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 27 11:31:03 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-kovsHn9VkOeuzZU6iOhzqvZtbKmDVaaedDIqW6zCJOs 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, 5-7=-20 Concentrated Loads (lb) Vert: 3=-50(F) 6=-31(F) 8=-32(F) 9=-32(F) 10=-16(F) 11=-16(F) 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 B20001476 Truss TG04 Truss Type GABLE Qty 1 Ply 1 Wedgewood 219 Bridgemont Job Reference (optional) I41433434 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 27 11:31:08 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-4milLVDdYwGB3KN3VxH8XzGfFLMxAfdNmV?bCKzCJOn Scale = 1:70.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 29 28 27 26 25 24 23 22 21 20 19 18 17 64 65 66 67 68 4x6 4x8 3x8 10x10 4x6 8x16 3x8 5x8 3x8 3x8 3x6 3x8 3x8 3x8 3x8 5x6 3x8 3x8 3x8 3x8 3x8 10x10 5x12 5x6 5x6 3x6 0-5-8 0-5-8 1-10-12 1-5-4 3-7-0 1-8-4 5-3-4 1-8-4 8-10-0 3-6-12 13-2-0 4-4-0 20-1-8 6-11-7 24-5-8 4-4-0 28-2-4 3-8-12 29-9-13 1-7-9 31-5-7 1-7-9 33-3-8 1-10-1 -1-2-8 1-2-8 0-5-8 0-5-8 1-10-12 1-5-4 3-7-0 1-8-4 6-3-4 2-8-4 8-10-0 2-6-12 13-2-0 4-4-0 20-1-8 6-11-7 24-5-8 4-4-0 27-2-4 2-8-12 29-9-13 2-7-9 31-5-7 1-7-9 33-3-8 1-10-1 34-6-0 1-2-8 1-0-50-0-412-0-01-0-54-0-27-11-1410.00 12 10.00 12 Plate Offsets (X,Y)-- [6:0-3-0,0-3-0], [8:0-4-4,0-2-0], [9:0-6-4,0-2-0], [11:0-3-0,0-3-0], [15:0-3-5,0-1-8], [20:0-8-4,Edge], [22:0-3-8,0-1-8], [25:0-3-8,0-1-8], [29:0-3-0,0-0-7], [63:0-2-9,0-0-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.51 0.62 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.27 -0.50 0.81 0.25 (loc) 22-23 22-23 17 22-23 l/defl >999 >787 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 285 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E BOT CHORD 2x4 SP 2400F 2.0E *Except* 24-26,20-24: 2x6 SP 2400F 2.0E WEBS 2x4 SPF 2100F 1.8E *Except* 8-23,9-22: 2x4 SPF-S Stud, 9-23,12-20: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 2-29: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-10 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 8-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 7-11-2 oc bracing: 26-27. WEBS 1 Row at midpt 9-23 REACTIONS. (size) 17=0-3-8, 29=0-5-8 Max Horz 29=-229(LC 6) Max Uplift 17=-230(LC 9), 29=-229(LC 8) Max Grav 17=1146(LC 36), 29=1143(LC 35) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2360/562, 3-4=-4481/1055, 4-5=-6415/1441, 5-7=-2519/584, 7-8=-1686/445, 8-9=-1287/382, 9-10=-1652/410, 10-12=-2396/447, 12-13=-6452/953, 13-14=-4463/747, 14-15=-2410/424, 15-17=-1113/229, 2-29=-1242/319 BOT CHORD 28-29=-280/294, 27-28=-695/2511, 26-27=-1105/4600, 25-26=-747/3281, 23-25=-453/2042, 22-23=-245/1312, 21-22=-227/1882, 20-21=-416/3246, 19-20=-647/4415, 18-19=-366/2366 WEBS 2-28=-398/1771, 3-28=-1067/263, 3-27=-356/1660, 4-27=-914/221, 4-26=-309/1551, 7-23=-932/268, 7-25=-189/1003, 8-23=-216/897, 9-22=-220/894, 10-21=-92/893, 13-20=-193/1654, 13-19=-780/129, 14-19=-227/1663, 14-18=-928/167, 15-18=-290/1833, 12-21=-1550/264, 10-22=-851/195, 5-25=-1519/385, 5-26=-841/3715, 12-20=-474/3688 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Bearing at joint(s) 17, 29 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. Continued on page 2 May 27,2020 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 B20001476 Truss TG04 Truss Type GABLE Qty 1 Ply 1 Wedgewood 219 Bridgemont Job Reference (optional) I41433434 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 27 11:31:08 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-4milLVDdYwGB3KN3VxH8XzGfFLMxAfdNmV?bCKzCJOn NOTES- 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=230, 29=229. 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. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 64 lb down and 56 lb up at 12-9-4, 64 lb down and 56 lb up at 14-9-4, 64 lb down and 56 lb up at 16-9-4, and 64 lb down and 56 lb up at 18-9-4, and 64 lb down and 56 lb up at 20-9-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-40, 8-9=-40, 9-15=-40, 15-16=-40, 26-29=-13, 20-26=-13, 17-20=-13 Concentrated Loads (lb) Vert: 64=-54 65=-54 66=-54 67=-54 68=-54 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 B20001476 Truss TG05 Truss Type Common Girder Qty 1 Ply 2 Wedgewood 219 Bridgemont Job Reference (optional) I41433435 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 27 11:31:09 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-ZyG7YqEFJEO2hUyG3eoN4ApsYlfbvBqX?9l8kmzCJOm Scale = 1:41.8 1 2 3 4 5 6 7 89 1011 121314 5x12 4x6 4x6 5x12 4x6 10x10 2x4 2x4 7-3-8 7-3-8 14-7-0 7-3-8 3-9-8 3-9-8 7-3-8 3-6-0 10-9-8 3-6-0 14-7-0 3-9-8 1-0-37-1-21-0-310.00 12 Plate Offsets (X,Y)-- [1:0-5-8,Edge], [7:0-7-10,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.35 0.72 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.19 0.02 0.07 (loc) 7-8 7-8 7 7-8 l/defl >999 >902 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 163 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 4-8: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 2-6-2, Right 2x6 SPF No.2 2-6-2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=0-3-8, 7=0-3-8 Max Horz 1=-171(LC 4) Max Uplift 1=-463(LC 8), 7=-445(LC 9) Max Grav 1=4464(LC 2), 7=4294(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-3985/465, 3-4=-3879/488, 4-5=-3879/488, 5-7=-3985/465 BOT CHORD 1-8=-359/2930, 7-8=-287/2932 WEBS 4-8=-524/4674 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=463, 7=445. 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) 1105 lb down and 121 lb up at 1-1-4, 1105 lb down and 121 lb up at 3-1-4, 1105 lb down and 121 lb up at 5-1-4, 1105 lb down and 121 lb up at 7-1-4, 1105 lb down and 121 lb up at 9-1-4, and 1105 lb down and 121 lb up at 11-1-4, and 1105 lb down and 121 lb up at 13-1-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 May 27,2020 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 B20001476 Truss TG05 Truss Type Common Girder Qty 1 Ply 2 Wedgewood 219 Bridgemont Job Reference (optional) I41433435 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 27 11:31:09 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-ZyG7YqEFJEO2hUyG3eoN4ApsYlfbvBqX?9l8kmzCJOm LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-7=-60, 1-7=-20 Concentrated Loads (lb) Vert: 8=-962(F) 9=-962(F) 10=-962(F) 11=-962(F) 12=-962(F) 13=-962(F) 14=-962(F) 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 B20001476 Truss TG06 Truss Type Roof Special Girder Qty 1 Ply 3 Wedgewood 219 Bridgemont Job Reference (optional) I41433436 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 27 11:31:12 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-zXxGAsG8c9mcYxgqknM4ioRGMyiX6RNzh7zoL5zCJOj Scale = 1:73.7 12 3 4 5 6 78 9 20 19 18 17 16 15 14 13 12 11 10 21 2223 24 25 26 27 28 29 30 31 32 33 34 35 36 5x6 6x16 12x18 MT18HS 5x8 12x18 MT18HS 5x6 5x10 MT18HS8x16 2x4 2x4 10x10 5x12 10x10 5x12 10x10 2x4 2x4 8x16 6x16 6x18 MT18HS 3-4-13 3-4-13 6-9-10 3-4-13 11-8-11 4-11-1 16-7-12 4-11-1 21-6-13 4-11-1 26-5-14 4-11-1 29-8-15 3-3-1 33-3-8 3-6-9 3-4-13 3-4-13 6-9-10 3-4-13 11-8-11 4-11-1 16-7-12 4-11-1 21-6-13 4-11-1 26-5-14 4-11-1 29-8-15 3-3-1 33-3-8 3-6-9 2-8-310-10-102-8-310.00 12 Plate Offsets (X,Y)-- [3:0-3-8,Edge], [7:0-3-8,Edge], [10:Edge,0-3-8], [14:0-3-8,0-5-0], [17:0-3-8,0-5-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.76 0.64 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.35 -0.63 0.11 0.25 (loc) 12-14 12-14 10 12-14 l/defl >999 >627 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 606 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5,5-7: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 1-19,3-19,9-11: 2x4 SPF 2100F 1.8E 3-17,4-17,5-15,6-14,7-14: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-3, 7-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 20=0-5-8, 10=0-3-8 Max Horz 20=-296(LC 4) Max Uplift 20=-1121(LC 8), 10=-1165(LC 9) Max Grav 20=8672(LC 2), 10=9057(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-8167/1051, 1-2=-11457/1420, 2-3=-11457/1420, 3-4=-14157/1654, 4-5=-9542/1233, 5-6=-9543/1233, 6-7=-14171/1653, 7-8=-12121/1477, 8-9=-12120/1477, 9-10=-8260/1047 BOT CHORD 19-20=-290/323, 18-19=-2554/21024, 17-18=-2545/20906, 15-17=-1278/10864, 14-15=-1213/10877, 12-14=-2461/20814, 11-12=-2467/20912 WEBS 1-19=-1737/13902, 3-19=-11527/1250, 3-18=-148/1851, 3-17=-11072/1397, 4-17=-806/7321, 4-15=-5859/865, 5-15=-1447/11850, 6-15=-5882/864, 6-14=-804/7342, 7-14=-10955/1375, 7-12=-125/1563, 7-11=-10743/1171, 9-11=-1779/14500 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-4-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) The Fabrication Tolerance at joint 3 = 16%, joint 7 = 16% 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) except (jt=lb) 20=1121, 10=1165. Continued on page 2 May 27,2020 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 B20001476 Truss TG06 Truss Type Roof Special Girder Qty 1 Ply 3 Wedgewood 219 Bridgemont Job Reference (optional) I41433436 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 27 11:31:12 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-zXxGAsG8c9mcYxgqknM4ioRGMyiX6RNzh7zoL5zCJOj NOTES- 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. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 960 lb down and 113 lb up at 2-0-12, 65 lb down and 69 lb up at 2-0-12, 65 lb down and 69 lb up at 3-0-12, 960 lb down and 113 lb up at 4-0-12, 960 lb down and 113 lb up at 6-0-12, 960 lb down and 113 lb up at 8-0-12, 960 lb down and 113 lb up at 10-0-12, 960 lb down and 113 lb up at 12-0-12, 960 lb down and 113 lb up at 14-0-12, 960 lb down and 113 lb up at 16-0-12, 960 lb down and 113 lb up at 18-0-12, 960 lb down and 113 lb up at 20-0-12, 960 lb down and 113 lb up at 22-0-12, 960 lb down and 113 lb up at 24-0-12, 960 lb down and 113 lb up at 26-0-12, 960 lb down and 113 lb up at 28-0-12, 960 lb down and 113 lb up at 30-0-12, 65 lb down and 69 lb up at 30-2-12, and 960 lb down and 113 lb up at 32-0-12, and 65 lb down and 69 lb up at 32-2-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 5-7=-60, 7-9=-60, 10-20=-20 Concentrated Loads (lb) Vert: 16=-854(B) 21=-870(B=-854) 22=-16 23=-854(B) 24=-854(B) 25=-854(B) 26=-854(B) 27=-854(B) 28=-854(B) 29=-854(B) 30=-854(B) 31=-854(B) 32=-854(B) 33=-854(B) 34=-854(B) 35=-870(B=-854) 36=-871(B=-854) 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 B20001476 Truss V01 Truss Type Valley Qty 1 Ply 1 Wedgewood 219 Bridgemont Job Reference (optional) I41433437 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 27 11:31:13 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-RjVeOCHmNSuT95F1IUtJE0zSdM9Aq6I7wmjMtXzCJOi Scale = 1:28.4 1 2 3 43x6 4x6 3x6 2x4 0-0-5 0-0-5 10-8-10 10-8-5 5-4-5 5-4-5 10-8-10 5-4-5 0-0-44-5-100-0-410.00 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 0.66 0.23 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=10-8-1, 3=10-8-1, 4=10-8-1 Max Horz 1=106(LC 9) Max Uplift 1=-36(LC 10), 3=-46(LC 11), 4=-14(LC 10) Max Grav 1=209(LC 1), 3=209(LC 1), 4=374(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. May 27,2020 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 B20001476 Truss V02 Truss Type Valley Qty 1 Ply 1 Wedgewood 219 Bridgemont Job Reference (optional) I41433438 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 27 11:31:14 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-vw30bYHO8m0KnFqDrBOYnDWkFmWUZaZG8QSvP_zCJOh Scale = 1:19.4 1 2 3 4 2x4 4x6 2x4 2x4 0-0-5 0-0-5 6-8-10 6-8-5 3-4-5 3-4-5 6-8-10 3-4-5 0-0-42-9-100-0-410.00 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 0.22 0.17 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: 16 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=6-8-1, 3=6-8-1, 4=6-8-1 Max Horz 1=-63(LC 6) Max Uplift 1=-22(LC 11), 3=-30(LC 11), 4=-8(LC 10) Max Grav 1=124(LC 1), 3=124(LC 1), 4=225(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. May 27,2020 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 B20001476 Truss V03 Truss Type Valley Qty 1 Ply 1 Wedgewood 219 Bridgemont Job Reference (optional) I41433439 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 27 11:31:14 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-vw30bYHO8m0KnFqDrBOYnDWnvmXsZa0G8QSvP_zCJOh Scale = 1:8.4 1 2 3 2x4 3x4 2x4 2-8-5 2-8-5 2-8-10 0-0-5 1-4-5 1-4-5 2-8-10 1-4-5 0-0-41-1-100-0-410.00 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 0.05 0.08 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: 5 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 2-8-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=2-8-1, 3=2-8-1 Max Horz 1=-20(LC 8) Max Uplift 1=-8(LC 10), 3=-8(LC 11) Max Grav 1=77(LC 1), 3=77(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. May 27,2020 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 B20001476 Truss V04 Truss Type Valley Qty 1 Ply 1 Wedgewood 219 Bridgemont Job Reference (optional) I41433440 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 27 11:31:15 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-N6dOpuI0v48BPPPPPvvnJR3wdArwI?HPN4CSxQzCJOg Scale = 1:40.4 1 2 3 4 5 876 9 10 11 12 3x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-5 0-0-5 15-3-15 15-3-10 7-7-15 7-7-15 15-3-15 7-7-15 0-0-46-4-100-0-410.00 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 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 48 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 15-3-5. (lb) - Max Horz 1=-155(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1 except 8=-193(LC 10), 6=-193(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=338(LC 17), 8=450(LC 17), 6=449(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-293/235, 4-6=-293/235 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 9-7-8, Exterior(2E) 9-7-8 to 14-11-2 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=193, 6=193. 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. May 27,2020 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 B20001476 Truss V05 Truss Type Valley Qty 1 Ply 1 Wedgewood 219 Bridgemont Job Reference (optional) I41433441 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 27 11:31:16 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-rIBn0EJegNG20Y_czcQ0sebySa9Q1SmZckx0UszCJOf Scale = 1:30.1 1 2 3 43x6 4x6 3x6 2x4 0-0-5 0-0-5 11-3-15 11-3-10 5-7-15 5-7-15 11-3-15 5-7-15 0-0-44-8-100-0-410.00 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 0.75 0.26 0.11 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: 30 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=11-3-5, 3=11-3-5, 4=11-3-5 Max Horz 1=-112(LC 8) Max Uplift 1=-38(LC 10), 3=-49(LC 11), 4=-15(LC 10) Max Grav 1=222(LC 1), 3=222(LC 1), 4=397(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. May 27,2020 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 B20001476 Truss V06 Truss Type Valley Qty 1 Ply 1 Wedgewood 219 Bridgemont Job Reference (optional) I41433442 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 27 11:31:17 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-KVl9DZKHRhPveiZoXKxFPs8EhzWemwCirOhZ0IzCJOe Scale = 1:20.7 1 2 3 4 2x4 4x6 2x4 2x4 0-0-5 0-0-5 7-3-15 7-3-10 3-7-15 3-7-15 7-3-15 3-7-15 0-0-43-0-100-0-410.00 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 0.27 0.20 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=7-3-5, 3=7-3-5, 4=7-3-5 Max Horz 1=69(LC 7) Max Uplift 1=-24(LC 11), 3=-33(LC 11), 4=-8(LC 10) Max Grav 1=137(LC 1), 3=137(LC 1), 4=249(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. May 27,2020 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 B20001476 Truss V07 Truss Type Valley Qty 1 Ply 1 Wedgewood 219 Bridgemont Job Reference (optional) I41433443 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 27 11:31:18 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-ohJXRvLvB?XmGs8_41TUx3hSRNtsVN?s32Q7YlzCJOd Scale = 1:9.7 1 2 3 2x4 3x4 2x4 0-0-5 0-0-5 3-3-15 3-3-10 1-7-15 1-7-15 3-3-15 1-7-15 0-0-41-4-100-0-410.00 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 0.08 0.14 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=3-3-5, 3=3-3-5 Max Horz 1=-27(LC 8) Max Uplift 1=-11(LC 10), 3=-11(LC 11) Max Grav 1=101(LC 1), 3=101(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. May 27,2020 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