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HomeMy WebLinkAboutTruss Drawings16023 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 Timberland Home Center-Brazil, IN. March 11,2020 Liu, Xuegang Pages or sheets covered by this seal: I40568044 thru I40568079 My license renewal date for the state of Indiana is July 31, 2020. 20-1106 GRACE T 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 20-1106 Truss A1 Truss Type Common Supported Gable Qty 2 Ply 1 GRACE T Job Reference (optional) I40568044 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Mar 11 04:56:33 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:1RGMzwXXGaxoYisVtUxnRDzhmCS-Dgx_8trY7LHMhOxbZrKvBLyVoLyDeAcM25P7PKzc6Ui Scale = 1:74.2 Sheet Front Full Sheathing 1 Ply 7/16" 4x8 OSB 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 3x4 4x4 3x4 3x6 3x4 3x6 3x4 15-10-8 15-10-8 17-10-8 2-0-0 33-9-0 15-10-8 -1-0-0 1-0-0 15-10-8 15-10-8 16-10-8 1-0-0 17-10-8 1-0-0 33-9-0 15-10-8 34-9-0 1-0-0 0-6-1411-9-140-6-148.00 12 Plate Offsets (X,Y)-- [2:0-0-7,0-0-10], [2:0-0-14,0-4-12], [2:0-3-0,0-0-4], [20:0-0-7,0-0-10], [20:0-0-14,0-4-12], [20:0-3-0,0-0-4] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.07 0.05 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.01 (loc) 20 21 20 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 493 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 , Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 11-31, 10-33, 9-35, 12-29, 13-28 REACTIONS.All bearings 33-9-0. (lb) - Max Horz 2=-231(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 33, 35, 36, 37, 38, 39, 40, 29, 28, 26, 25, 24, 23, 22, 20 Max Grav All reactions 250 lb or less at joint(s) 2, 31, 33, 35, 36, 37, 38, 39, 40, 29, 28, 26, 25, 24, 23, 22, 20, 32, 30 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-0-0 to 2-4-8, Exterior(2) 2-4-8 to 16-10-8, Corner(3) 16-10-8 to 20-3-0, Exterior(2) 20-3-0 to 34-9-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 33, 35, 36, 37, 38, 39, 40, 29, 28, 26, 25, 24, 23, 22, 20. March 11,2020 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 20-1106 Truss A2 Truss Type Common Qty 17 Ply 1 GRACE T Job Reference (optional) I40568045 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Mar 11 04:56:35 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:1RGMzwXXGaxoYisVtUxnRDzhmCS-933lZZsofyX4wi5zhGMNGm1kI9Tv6_afWPuETCzc6Ug Scale = 1:73.2 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 18 19 20 21 22 23 3x4 4x4 3x4 5x6 4x6 3x10 3x4 3x4 2x4 3x4 3x4 2x4 5x6 3x6 8-5-14 8-5-14 16-10-8 8-4-10 25-3-2 8-4-10 33-9-0 8-5-14 -1-0-0 1-0-0 5-8-6 5-8-6 11-3-7 5-7-1 16-10-8 5-7-1 22-5-9 5-7-1 28-0-10 5-7-1 33-9-0 5-8-6 34-9-0 1-0-0 0-6-1411-9-140-6-148.00 12 Plate Offsets (X,Y)-- [2:0-0-7,0-0-10], [2:0-0-14,0-4-12], [5:0-1-12,0-1-8], [7:0-1-12,0-1-8], [10:0-0-7,0-0-10], [10:0-0-14,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.52 0.74 0.48 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.37 0.09 (loc) 12-14 12-14 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 152 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 , Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-14, 5-14 REACTIONS. (size) 2=0-5-8, 10=0-5-8 Max Horz 2=231(LC 11) Max Uplift 2=-205(LC 12), 10=-205(LC 13) Max Grav 2=1405(LC 1), 10=1405(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1981/274, 3-5=-1818/299, 5-6=-1306/280, 6-7=-1306/280, 7-9=-1819/299, 9-10=-1981/274 BOT CHORD 2-16=-298/1692, 14-16=-177/1419, 12-14=-92/1325, 10-12=-145/1520 WEBS 6-14=-203/1080, 7-14=-573/226, 7-12=-84/449, 5-14=-573/226, 5-16=-84/449 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-4-8, Interior(1) 2-4-8 to 16-10-8, Exterior(2) 16-10-8 to 20-3-0, Interior(1) 20-3-0 to 34-9-0 zone; cantilever 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) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 10. This connection is for uplift only and does not consider lateral forces. March 11,2020 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 20-1106 Truss B1 Truss Type Common Supported Gable Qty 1 Ply 1 GRACE T Job Reference (optional) I40568046 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Mar 11 04:56:36 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:1RGMzwXXGaxoYisVtUxnRDzhmCS-dFc7mvtRQGfxYsgAE_tcpza0HZzrrWjok3en?ezc6Uf Scale = 1:66.3 Sheet Front Full Sheathing 1 Ply 7/16" 4x8 OSB 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 3x4 3x4 4x4 3x4 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 16-9-0 16-9-0 -1-0-0 1-0-0 8-4-8 8-4-8 16-9-0 8-4-8 17-9-0 1-0-0 1-8-010-0-81-8-012.00 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.12 0.12 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.00 (loc) 11 11 12 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 229 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 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 6-16 REACTIONS.All bearings 16-9-0. (lb) - Max Horz 21=-223(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 18, 19, 15, 14 except 21=-142(LC 8), 12=-132(LC 9), 20=-171(LC 12), 13=-168(LC 13) Max Grav All reactions 250 lb or less at joint(s) 21, 12, 18, 19, 15, 14 except 16=317(LC 13), 20=264(LC 19), 13=259(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-247/309, 6-7=-247/309 WEBS 6-16=-380/238 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-0-0 to 2-0-0, Exterior(2) 2-0-0 to 8-4-8, Corner(3) 8-4-8 to 11-4-8, Exterior(2) 11-4-8 to 17-9-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 19, 15, 14 except (jt=lb) 21=142, 12=132, 20=171, 13=168. March 11,2020 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 20-1106 Truss B2 Truss Type Common Qty 7 Ply 1 GRACE T Job Reference (optional) I40568047 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Mar 11 04:56:38 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:1RGMzwXXGaxoYisVtUxnRDzhmCS-aektBavhytvenApYMPw4uOfL2MYlJME5CN7u4Xzc6Ud Scale: 3/16"=1' 1 2 3 4 5 6 7 10 9 8 11 12 13 14 15 16 17 18 4x4 5x8 4x4 4x4 3x4 4x4 4x4 3x4 8-4-8 8-4-8 16-9-0 8-4-8 -1-0-0 1-0-0 4-4-0 4-4-0 8-4-8 4-0-8 12-5-0 4-0-8 16-9-0 4-4-0 17-9-0 1-0-0 1-8-010-0-81-8-012.00 12 Plate Offsets (X,Y)-- [8:0-1-12,0-2-0], [9:0-4-0,0-3-4], [10:0-1-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.17 0.54 0.42 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.23 0.01 (loc) 9-10 9-10 8 l/defl >999 >847 n/a L/d 240 180 n/a PLATES MT20 Weight: 93 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 10=0-5-8, 8=0-5-8 Max Horz 10=-223(LC 10) Max Uplift 10=-90(LC 13), 8=-90(LC 12) Max Grav 10=727(LC 1), 8=727(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-527/174, 4-5=-527/174, 2-10=-297/162, 6-8=-297/162 BOT CHORD 9-10=-102/469, 8-9=-12/397 WEBS 4-9=-156/456, 3-10=-521/37, 5-8=-521/37 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 8-4-8, Exterior(2) 8-4-8 to 11-4-8, Interior(1) 11-4-8 to 17-9-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 10 and 8. This connection is for uplift only and does not consider lateral forces. March 11,2020 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 20-1106 Truss B3 Truss Type Common Qty 3 Ply 1 GRACE T Job Reference (optional) I40568048 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Mar 11 04:56:39 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:1RGMzwXXGaxoYisVtUxnRDzhmCS-2qIFOwvJiB1VPJOlw6RJRcCTOmt82nbER1sSczzc6Uc Scale: 3/16"=1' 1 2 3 4 5 6 7 10 9 8 11 12 13 14 15 16 17 18 19 4x4 5x8 4x4 4x4 3x4 4x4 4x4 3x4 8-4-8 8-4-8 16-9-0 8-4-8 -1-0-0 1-0-0 4-4-0 4-4-0 8-4-8 4-0-8 12-5-0 4-0-8 16-9-0 4-4-0 17-9-0 1-0-0 1-8-010-0-81-8-012.00 12 Plate Offsets (X,Y)-- [8:0-1-12,0-2-0], [9:0-4-0,0-3-4], [10:0-1-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.32 0.59 0.54 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.23 0.01 (loc) 9-10 9-10 8 l/defl >999 >847 n/a L/d 240 180 n/a PLATES MT20 Weight: 93 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 10=0-5-8, 8=0-5-8 Max Horz 10=-223(LC 10) Max Uplift 10=-90(LC 13), 8=-90(LC 12) Max Grav 10=790(LC 1), 8=1001(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-585/174, 4-5=-652/174, 5-6=-294/134, 2-10=-299/162, 6-8=-400/162 BOT CHORD 9-10=-102/501, 8-9=-12/481 WEBS 4-9=-156/465, 3-10=-575/37, 5-8=-664/37 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 8-4-8, Exterior(2) 8-4-8 to 11-4-8, Interior(1) 11-4-8 to 17-9-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 10 and 8. This connection is for uplift only and does not consider lateral forces. 6) Load case(s) 1, 2, 19, 20, 21, 22, 23, 24, 25, 26 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-13=-60, 6-13=-100, 6-7=-100, 8-10=-20 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-50, 2-4=-50, 4-13=-50, 6-13=-80, 6-7=-80, 10-16=-20, 16-17=-50, 17-18=-20, 18-19=-50, 8-19=-20 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Continued on page 2 March 11,2020 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 20-1106 Truss B3 Truss Type Common Qty 3 Ply 1 GRACE T Job Reference (optional) I40568048 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Mar 11 04:56:39 2020 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:1RGMzwXXGaxoYisVtUxnRDzhmCS-2qIFOwvJiB1VPJOlw6RJRcCTOmt82nbER1sSczzc6Uc LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-55, 2-4=-58, 4-13=-44, 6-13=-74, 6-7=-70, 10-16=-20, 16-17=-50, 17-18=-20, 18-19=-50, 8-19=-20 Horz: 1-2=5, 2-4=8, 4-6=6, 6-7=10, 2-10=16, 6-8=5 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-40, 2-4=-44, 4-13=-58, 6-13=-88, 6-7=-85, 10-16=-20, 16-17=-50, 17-18=-20, 18-19=-50, 8-19=-20 Horz: 1-2=-10, 2-4=-6, 4-6=-8, 6-7=-5, 2-10=-5, 6-8=-16 21) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-31, 2-4=-34, 4-13=-44, 6-13=-74, 6-7=-70, 10-16=-20, 16-17=-50, 17-18=-20, 18-19=-50, 8-19=-20 Horz: 1-2=-19, 2-4=-16, 4-6=6, 6-7=10, 2-10=14, 6-8=5 22) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-40, 2-4=-44, 4-13=-34, 6-13=-64, 6-7=-61, 10-16=-20, 16-17=-50, 17-18=-20, 18-19=-50, 8-19=-20 Horz: 1-2=-10, 2-4=-6, 4-6=16, 6-7=19, 2-10=-5, 6-8=-14 23) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-13=-20, 6-13=-60, 6-7=-60, 8-10=-20 24) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-20, 2-4=-20, 4-13=-60, 6-13=-100, 6-7=-100, 8-10=-20 25) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-50, 2-4=-50, 4-13=-20, 6-13=-50, 6-7=-50, 10-16=-20, 16-17=-50, 17-18=-20, 18-19=-50, 8-19=-20 26) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-20, 2-4=-20, 4-13=-50, 6-13=-80, 6-7=-80, 10-16=-20, 16-17=-50, 17-18=-20, 18-19=-50, 8-19=-20 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-1106 Truss C1 Truss Type GABLE Qty 1 Ply 1 GRACE T Job Reference (optional) I40568049 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Mar 11 04:56:40 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:1RGMzwXXGaxoYisVtUxnRDzhmCS-W1secGwxTV9M1TzxTqyYzplhsALmnKAOfhc?9Qzc6Ub Scale = 1:65.7 Sheet Front Full Sheathing 1 Ply 7/16" 4x8 OSB 1 2 3 4 5 6 7 8910 11 12 13 14 15 16 17 31 30 29 28 27 26 25 24 23 22 21 20 19 18 3x4 3x4 3x6 3x4 4x4 4x4 3x6 11-4-0 11-4-0 13-4-0 2-0-0 24-8-0 11-4-0 -1-0-0 1-0-0 10-4-0 10-4-0 11-4-0 1-0-0 13-4-0 2-0-0 14-4-0 1-0-0 24-8-0 10-4-0 25-8-0 1-0-0 0-8-011-0-00-8-011-0-012.00 12 Plate Offsets (X,Y)-- [2:0-0-3,0-0-3], [2:0-0-7,0-2-12], [2:Edge,0-0-7], [8:0-2-4,0-1-12], [10:0-2-4,0-1-12], [16:0-0-3,0-0-3], [16:0-0-7,0-2-12], [16:Edge,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 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.08 0.05 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.01 (loc) 17 17 16 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 394 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 , Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 9-24, 8-27, 7-28, 10-22, 11-21 REACTIONS.All bearings 24-8-0. (lb) - Max Horz 2=-220(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 24, 27, 16 except 28=-131(LC 12), 29=-132(LC 12), 30=-118(LC 12), 31=-186(LC 12), 21=-129(LC 13), 20=-133(LC 13), 19=-118(LC 13), 18=-182(LC 13) Max Grav All reactions 250 lb or less at joint(s) 2, 24, 27, 28, 29, 30, 31, 22, 21, 20, 19, 16, 18, 25, 23 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-294/241, 7-8=-259/277, 10-11=-259/277 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Pr. Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-0-0 to 2-0-0, Exterior(2) 2-0-0 to 10-4-0, Corner(3) 10-4-0 to 13-4-0, Exterior(2) 13-4-0 to 14-4-0, Corner(3) 14-4-0 to 17-4-0, Exterior(2) 17-4-0 to 25-8-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 24, 27, 16 except (jt=lb) 28=131, 29=132, 30=118, 31=186, 21=129, 20=133, 19=118, 18=182. March 11,2020 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 20-1106 Truss C2 Truss Type Piggyback Base Qty 8 Ply 1 GRACE T Job Reference (optional) I40568050 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Mar 11 04:56:42 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:1RGMzwXXGaxoYisVtUxnRDzhmCS-SP_O1yyC?6P4Gn7KbE_02EqzOzuHFAxg7?56DIzc6UZ Scale: 3/16"=1' 1 2 3 4 56 7 8 9 10 13 12 11 14 15 16 17 18 19 20 3x4 4x8 3x4 4x8 3x4 3x10 2x4 5x6 3x4 2x4 4x8 8-2-13 8-2-13 16-5-3 8-2-6 24-8-0 8-2-13 -1-0-0 1-0-0 5-2-3 5-2-3 10-4-0 5-1-12 14-4-0 4-0-1 19-5-13 5-1-12 24-8-0 5-2-3 25-8-0 1-0-0 0-8-011-0-00-8-011-0-012.00 12 Plate Offsets (X,Y)-- [2:0-0-3,0-0-3], [2:0-0-7,0-4-1], [2:Edge,0-0-7], [5:0-4-4,0-1-12], [6:0-4-4,0-1-0], [9:0-0-3,0-0-3], [9:0-0-7,0-4-1], [9:Edge,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 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.34 0.63 0.44 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.29 0.03 (loc) 11-13 9-11 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 123 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2 , Right: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-13 REACTIONS. (size) 2=0-3-8, 9=0-3-8 Max Horz 2=221(LC 11) Max Uplift 2=-238(LC 12), 9=-238(LC 13) Max Grav 2=1126(LC 19), 9=1136(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1222/323, 3-5=-1131/422, 5-6=-659/340, 6-8=-1146/423, 8-9=-1236/323 BOT CHORD 2-13=-205/909, 11-13=-52/634, 9-11=-112/807 WEBS 3-13=-346/298, 5-13=-176/527, 6-11=-219/603, 8-11=-350/300 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Pr. Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 10-4-0, Exterior(2) 10-4-0 to 18-6-15, Interior(1) 18-6-15 to 25-8-0 zone; cantilever 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) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 9. This connection is for uplift only and does not consider lateral forces. March 11,2020 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 20-1106 Truss C3 Truss Type Piggyback Base Qty 3 Ply 1 GRACE T Job Reference (optional) I40568051 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Mar 11 04:56:43 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:1RGMzwXXGaxoYisVtUxnRDzhmCS-wcXmEIzqmQYxuxiW9yVFbSN5BNC__dBqLfqflkzc6UY Scale: 3/16"=1' 1 2 3 4 56 7 8 9 10 13 12 11 14 15 16 17 18 19 20 21 3x4 4x8 3x4 4x8 3x4 3x10 2x4 5x6 3x4 2x4 4x8 8-2-13 8-2-13 16-5-3 8-2-6 24-8-0 8-2-13 -1-0-0 1-0-0 5-2-3 5-2-3 10-4-0 5-1-12 14-4-0 4-0-1 19-5-13 5-1-12 24-8-0 5-2-3 25-8-0 1-0-0 0-8-011-0-00-8-011-0-012.00 12 Plate Offsets (X,Y)-- [2:0-0-3,0-0-3], [2:0-0-7,0-4-1], [2:Edge,0-0-7], [5:0-4-4,0-1-12], [6:0-4-4,0-1-0], [9:0-0-3,0-0-3], [9:0-0-7,0-4-1], [9:Edge,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 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.53 0.73 0.44 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.29 0.04 (loc) 11-13 9-11 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 123 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2 , Right: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-13 REACTIONS. (size) 2=0-3-8, 9=0-3-8 Max Horz 2=221(LC 11) Max Uplift 2=-238(LC 12), 9=-238(LC 13) Max Grav 2=1158(LC 19), 9=1357(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1265/323, 3-5=-1173/422, 5-6=-683/340, 6-8=-1278/423, 8-9=-1456/323 BOT CHORD 2-13=-205/938, 11-13=-52/677, 9-11=-112/916 WEBS 3-13=-346/298, 5-13=-176/558, 6-11=-219/693, 8-11=-407/300 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Pr. Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 10-4-0, Exterior(2) 10-4-0 to 18-6-15, Interior(1) 18-6-15 to 25-8-0 zone; cantilever 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) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 9. This connection is for uplift only and does not consider lateral forces. 7) Load case(s) 1, 2, 19, 20, 21, 22, 23, 24, 25, 26, 41, 42, 43, 44 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 5-6=-60, 6-15=-60, 10-15=-100, 2-9=-20 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-50, 5-6=-50, 6-15=-50, 10-15=-80, 2-17=-20, 17-18=-50, 12-18=-20, 12-19=-50, 19-20=-20, 20-21=-50, 9-21=-20 Continued on page 2 March 11,2020 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 20-1106 Truss C3 Truss Type Piggyback Base Qty 3 Ply 1 GRACE T Job Reference (optional) I40568051 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Mar 11 04:56:43 2020 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:1RGMzwXXGaxoYisVtUxnRDzhmCS-wcXmEIzqmQYxuxiW9yVFbSN5BNC__dBqLfqflkzc6UY LOAD CASE(S) Standard 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-5=-65, 5-6=-41, 6-15=-50, 9-15=-80, 9-10=-70, 2-17=-20, 17-18=-50, 12-18=-20, 12-19=-50, 19-20=-20, 20-21=-50, 9-21=-20 Horz: 1-2=5, 2-5=15, 6-9=-0, 9-10=10 Drag: 5-6=-0 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-40, 2-5=-50, 5-6=-41, 6-15=-65, 9-15=-95, 9-10=-85, 2-17=-20, 17-18=-50, 12-18=-20, 12-19=-50, 19-20=-20, 20-21=-50, 9-21=-20 Horz: 1-2=-10, 2-5=0, 6-9=-15, 9-10=-5 Drag: 5-6=-0 21) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-31, 2-5=-41, 5-6=-50, 6-15=-50, 9-15=-80, 9-10=-70, 2-17=-20, 17-18=-50, 12-18=-20, 12-19=-50, 19-20=-20, 20-21=-50, 9-21=-20 Horz: 1-2=-19, 2-5=-9, 6-9=-0, 9-10=10 22) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-40, 2-5=-50, 5-6=-50, 6-15=-41, 9-15=-71, 9-10=-61, 2-17=-20, 17-18=-50, 12-18=-20, 12-19=-50, 19-20=-20, 20-21=-50, 9-21=-20 Horz: 1-2=-10, 2-5=0, 6-9=9, 9-10=19 23) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 5-6=-60, 6-15=-20, 10-15=-60, 2-9=-20 24) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-20, 5-6=-60, 6-15=-60, 10-15=-100, 2-9=-20 25) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-50, 5-6=-50, 6-15=-20, 10-15=-50, 2-17=-20, 17-18=-50, 12-18=-20, 12-19=-50, 19-20=-20, 20-21=-50, 9-21=-20 26) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-20, 5-6=-50, 6-15=-50, 10-15=-80, 2-17=-20, 17-18=-50, 12-18=-20, 12-19=-50, 19-20=-20, 20-21=-50, 9-21=-20 41) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-5=-65, 5-6=-41, 6-15=-50, 9-15=-80, 9-10=-70, 2-17=-20, 17-18=-50, 12-18=-20, 12-19=-50, 19-20=-20, 20-21=-50, 9-21=-20 Horz: 1-2=5, 2-5=15, 6-9=-0, 9-10=10 Drag: 5-6=-0 42) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-40, 2-5=-50, 5-6=-41, 6-15=-65, 9-15=-95, 9-10=-85, 2-17=-20, 17-18=-50, 12-18=-20, 12-19=-50, 19-20=-20, 20-21=-50, 9-21=-20 Horz: 1-2=-10, 2-5=0, 6-9=-15, 9-10=-5 Drag: 5-6=-0 43) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-31, 2-5=-41, 5-6=-50, 6-15=-50, 9-15=-80, 9-10=-70, 2-17=-20, 17-18=-50, 12-18=-20, 12-19=-50, 19-20=-20, 20-21=-50, 9-21=-20 Horz: 1-2=-19, 2-5=-9, 6-9=-0, 9-10=10 44) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-40, 2-5=-50, 5-6=-50, 6-15=-41, 9-15=-71, 9-10=-61, 2-17=-20, 17-18=-50, 12-18=-20, 12-19=-50, 19-20=-20, 20-21=-50, 9-21=-20 Horz: 1-2=-10, 2-5=0, 6-9=9, 9-10=19 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 20-1106 Truss D1 Truss Type Common Supported Gable Qty 1 Ply 1 GRACE T Job Reference (optional) I40568052 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Mar 11 04:56:44 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:1RGMzwXXGaxoYisVtUxnRDzhmCS-Oo58SezSXjgoV5Hiif0U7fvOEnj_j8azaJaDIBzc6UX Scale = 1:52.8 Sheet Front Full Sheathing 1 Ply 7/16" 4x8 OSB 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 4x4 3x6 3x4 1x4 1x4 1x4 1x4 1x4 1x4 1x4 1x4 1x4 1x4 1x4 1x4 1x4 3x6 15-0-0 15-0-0 -1-0-0 1-0-0 7-6-0 7-6-0 15-0-0 7-6-0 0-8-08-2-00-8-012.00 12 Plate Offsets (X,Y)-- [2:0-0-3,0-0-3], [2:0-0-7,0-2-12], [2:Edge,0-0-7], [10:0-0-3,0-0-3], [10:0-0-7,0-2-12], [10:Edge,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 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.06 0.04 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 1 1 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 164 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 , Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-0-0. (lb) - Max Horz 2=160(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 14, 10 except 16=-129(LC 12), 17=-132(LC 12), 18=-150(LC 12), 13=-128(LC 13), 12=-130(LC 13), 11=-160(LC 13) Max Grav All reactions 250 lb or less at joint(s) 2, 14, 16, 17, 18, 13, 12, 11, 10 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Pr. Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-0-0 to 2-0-0, Exterior(2) 2-0-0 to 7-6-0, Corner(3) 7-6-0 to 10-6-0, Exterior(2) 10-6-0 to 15-0-0 zone; cantilever 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 2-0-0 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, 14, 10 except (jt=lb) 16=129, 17=132, 18=150, 13=128, 12=130, 11=160. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 10. March 11,2020 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 20-1106 Truss D2 Truss Type Common Qty 2 Ply 1 GRACE T Job Reference (optional) I40568053 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Mar 11 04:56:45 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:1RGMzwXXGaxoYisVtUxnRDzhmCS-t_fXf__4I1of7EsuGNYjgtST6BwXSbu7pzJmqdzc6UW Scale = 1:50.7 1 2 3 4 5 6 7 8 9 10 11 4x6 4x8 6x8 3x6 7-6-0 7-6-0 15-0-0 7-6-0 -1-0-0 1-0-0 7-6-0 7-6-0 15-0-0 7-6-0 0-8-08-2-00-8-012.00 12 Plate Offsets (X,Y)-- [2:0-0-3,0-0-3], [2:0-0-7,0-4-1], [2:Edge,0-0-7], [4:Edge,0-0-7], [4:0-0-7,0-2-12], [4:0-0-3,0-0-3], [5:0-4-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.44 0.59 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.21 0.01 (loc) 2-5 4-5 4 l/defl >999 >843 n/a L/d 240 180 n/a PLATES MT20 Weight: 61 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2 , Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=0-3-8, 4=Mechanical Max Horz 2=160(LC 9) Max Uplift 2=-153(LC 12), 4=-136(LC 12) Max Grav 2=753(LC 19), 4=691(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-767/182, 3-4=-736/179 BOT CHORD 2-5=-28/443, 4-5=-28/443 WEBS 3-5=0/456 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Pr. Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 7-6-0, Exterior(2) 7-6-0 to 10-6-0, Interior(1) 10-6-0 to 14-10-8 zone; cantilever 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) 4=136. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. March 11,2020 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 20-1106 Truss D3 Truss Type Common Qty 1 Ply 1 GRACE T Job Reference (optional) I40568054 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Mar 11 04:56:46 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:1RGMzwXXGaxoYisVtUxnRDzhmCS-LADvsK?i3LwWlOR5q43yD4?eIbFGB1gG2d3JM3zc6UV Scale = 1:53.1 1 2 3 4 7 6 5 8 9 10 11 12 13 3x6 2x4 3x4 4x8 4x8 5x6 7-6-0 7-6-0 11-10-12 4-4-12 15-0-0 3-1-4 -1-0-0 1-0-0 7-6-0 7-6-0 15-0-0 7-6-0 0-8-08-2-00-8-012.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-7], [2:0-0-7,0-4-1], [2:0-0-3,0-0-3], [3:0-3-0,0-1-12], [4:0-0-3,0-0-3], [4:0-0-7,0-2-12], [4:Edge,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 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.41 0.62 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.26 0.01 (loc) 2-7 2-7 4 l/defl >999 >553 n/a L/d 240 180 n/a PLATES MT20 Weight: 71 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2 , Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-5 REACTIONS. (size) 5=0-5-8, 2=0-3-8, 4=Mechanical Max Horz 2=160(LC 9) Max Uplift 5=-71(LC 12), 2=-138(LC 12), 4=-80(LC 12) Max Grav 5=403(LC 19), 2=656(LC 19), 4=332(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-586/158, 3-4=-356/107 BOT CHORD 2-7=-30/341, 5-7=-30/341 WEBS 3-7=0/370, 3-5=-370/75 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Pr. Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 7-6-0, Exterior(2) 7-6-0 to 10-6-0, Interior(1) 10-6-0 to 14-10-8 zone; cantilever 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) 4. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 5 and 2. This connection is for uplift only and does not consider lateral forces. March 11,2020 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 20-1106 Truss E1 Truss Type Common Qty 1 Ply 1 GRACE T Job Reference (optional) I40568055 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Mar 11 04:56:47 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:1RGMzwXXGaxoYisVtUxnRDzhmCS-pNnH4f0Kqe2NNY?HOoaBlIXo8_f_wTLQGHotuWzc6UU Scale = 1:84.2 1 2 3 4 5 6 10 9 8 7 11 12 13 14 3x4 4x4 3x6 3x4 3x4 2x4 2x4 3x10 3x4 6-2-3 6-2-3 11-10-12 5-8-9 15-0-0 3-1-4 -1-0-0 1-0-0 6-2-3 6-2-3 12-4-0 6-1-13 15-0-0 2-8-0 0-8-013-0-010-4-012.00 12 Plate Offsets (X,Y)-- [2:0-0-3,0-0-3], [2:0-0-7,0-4-1], [2:Edge,0-0-7], [3:0-1-4,0-1-8], [5:0-2-0,0-1-12], [6:0-1-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.46 0.34 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.04 -0.10 0.01 (loc) 2-10 2-10 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 98 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x6 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 3-8, 5-8, 6-7, 6-8 REACTIONS. (size) 2=0-3-8, 7=Mechanical, 8=0-5-8 Max Horz 2=448(LC 12) Max Uplift 7=-47(LC 12), 8=-334(LC 12) Max Grav 2=541(LC 20), 7=55(LC 24), 8=869(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-524/6 BOT CHORD 2-10=-230/377, 8-10=-230/377 WEBS 3-10=0/314, 3-8=-591/346, 5-8=-320/129 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Pr. Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 12-4-0, Exterior(2) 12-4-0 to 14-10-4 zone; cantilever 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) 7. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 8. This connection is for uplift only and does not consider lateral forces. March 11,2020 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 20-1106 Truss F1 Truss Type Roof Special Qty 1 Ply 1 GRACE T Job Reference (optional) I40568056 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Mar 11 04:56:48 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:1RGMzwXXGaxoYisVtUxnRDzhmCS-HZLfH?0ybyAE_iaTxV5QIV4?aOzYfoIZVxYQRyzc6UT Scale = 1:73.4 1 2 3 4 5 6 8 7 9 10 11 12 13 14 15 16 4x4 5x6 2x4 4x8 5x8 2x4 3x4 7-1-15 7-1-15 14-7-0 7-5-1 -1-0-0 1-0-0 5-5-5 5-5-5 10-10-4 5-4-14 14-7-0 3-8-12 0-8-011-6-49-0-712.00 12 8.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-7], [2:0-0-7,0-4-1], [2:0-0-3,0-0-3], [4:0-2-0,Edge], [5:0-3-8,0-1-12], [8:0-4-0,0-3-4] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.36 0.51 0.76 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.24 0.01 (loc) 7-8 7-8 7 l/defl >999 >703 n/a L/d 240 180 n/a PLATES MT20 Weight: 85 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x6 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 6-7, 5-7 REACTIONS. (size) 2=0-3-8, 7=0-3-8 Max Horz 2=394(LC 12) Max Uplift 2=-64(LC 12), 7=-263(LC 12) Max Grav 2=684(LC 19), 7=746(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-668/51, 3-5=-640/223 BOT CHORD 2-8=-281/518 WEBS 3-8=-420/352, 5-8=-312/711, 5-7=-580/260 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Pr. Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 10-10-4, Exterior(2) 10-10-4 to 13-10-4, Interior(1) 13-10-4 to 14-5-4 zone; cantilever 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) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 7. This connection is for uplift only and does not consider lateral forces. March 11,2020 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 20-1106 Truss G1 Truss Type COMMON GIRDER Qty 1 Ply 2 GRACE T Job Reference (optional) I40568057 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Mar 11 04:56:49 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:1RGMzwXXGaxoYisVtUxnRDzhmCS-llv1VL1bMGI5cs9gVCcfqjc6joC?OH8ikbH_zOzc6US Scale = 1:62.9 1 2 3 4 5 6 7 8 12 11 10 9 13 14 15 16 17 5x6 5x12 MT20HS 5x10 5x12 MT20HS 5x10 8x8 12x18 MT20HS 3x4 3x6 3x4 3x6 4-4-0 4-4-0 8-4-8 4-0-8 12-5-0 4-0-8 16-9-0 4-4-0 -1-0-0 1-0-0 4-4-0 4-4-0 8-4-8 4-0-8 12-5-0 4-0-8 16-9-0 4-4-0 1-8-010-0-81-8-012.00 12 Plate Offsets (X,Y)-- [4:0-1-4,0-1-8], [6:0-1-4,0-1-8], [10:0-9-0,0-7-12] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.59 0.94 0.60 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.12 0.02 (loc) 9-10 9-10 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 332 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x10 SP No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x8 SP No.2 - 3-1-10, Right 2x8 SP No.2 -H 3-1-10 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 8=(0-5-8 + LGT2 Simpson Strong-Tie) (req. 0-5-11), 2=0-5-8 Max Horz 2=181(LC 9) Max Uplift 8=-1117(LC 12), 2=-619(LC 12) Max Grav 8=7234(LC 1), 2=3641(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-4138/749, 4-5=-4277/858, 5-6=-5427/1023, 6-8=-8158/1325 BOT CHORD 2-12=-486/2603, 10-12=-486/2601, 9-10=-735/4537, 8-9=-734/4535 WEBS 5-10=-965/4871, 6-10=-2427/506, 6-9=-148/894, 4-10=-113/879, 4-12=-615/140 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x10 - 2 rows staggered at 0-2-0 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 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 8-4-8, Exterior(2) 8-4-8 to 11-4-8, Interior(1) 11-4-8 to 16-9-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) LGT2 Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 8. This connection is for uplift only and does not consider lateral forces. 9) Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 10) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 11) LGT2 Hurricane ties must have two studs in line below the truss. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 4000 lb down and 792 lb up at 9-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 March 11,2020 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 20-1106 Truss G1 Truss Type COMMON GIRDER Qty 1 Ply 2 GRACE T Job Reference (optional) I40568057 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Mar 11 04:56:49 2020 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:1RGMzwXXGaxoYisVtUxnRDzhmCS-llv1VL1bMGI5cs9gVCcfqjc6joC?OH8ikbH_zOzc6US LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 5-14=-60, 2-8=-20 Concentrated Loads (lb) Vert: 17=-4000(F) Trapezoidal Loads (plf) Vert: 14=-763-to-8=-833(F=-70) 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-50, 5-14=-50, 2-8=-20 Concentrated Loads (lb) Vert: 17=-3500(F) Trapezoidal Loads (plf) Vert: 14=-665-to-8=-736(F=-70) 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-20, 5-14=-20, 2-8=-40 Concentrated Loads (lb) Vert: 17=-3000(F) Trapezoidal Loads (plf) Vert: 14=-547-to-8=-618(F=-70) 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=35, 2-3=20, 3-5=15, 5-14=20, 2-8=-6 Horz: 1-2=-44, 2-3=-29, 3-5=-24, 5-15=29, 8-15=24 Concentrated Loads (lb) Vert: 17=714(F) Trapezoidal Loads (plf) Vert: 14=146-to-15=126(F=-19), 15=122(F=-19)-to-8=71(F=-70) 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=11, 2-13=15, 5-13=20, 5-14=15, 2-8=-6 Horz: 1-2=-19, 2-13=-24, 5-13=-29, 5-16=24, 8-16=29 Concentrated Loads (lb) Vert: 17=714(F) Trapezoidal Loads (plf) Vert: 14=141-to-16=99(F=-42), 16=104(F=-42)-to-8=75(F=-70) 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-1, 2-5=-44, 5-14=-44, 2-8=-20 Horz: 1-2=-19, 2-5=24, 5-8=-24 Concentrated Loads (lb) Vert: 17=-3189(F) Trapezoidal Loads (plf) Vert: 14=-604-to-8=-675(F=-70) 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-39, 2-5=-44, 5-14=-44, 2-8=-20 Horz: 1-2=19, 2-5=24, 5-8=-24 Concentrated Loads (lb) Vert: 17=-3189(F) Trapezoidal Loads (plf) Vert: 14=-604-to-8=-675(F=-70) 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-1, 2-5=-11, 5-14=9, 2-8=-6 Horz: 1-2=-8, 2-5=2, 5-8=17 Concentrated Loads (lb) Vert: 17=139(F) Trapezoidal Loads (plf) Vert: 14=33-to-8=-37(F=-70) 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-5=9, 5-14=-11, 2-8=-6 Horz: 1-2=-13, 2-5=-17, 5-8=-2 Concentrated Loads (lb) Vert: 17=139(F) Trapezoidal Loads (plf) Vert: 14=14-to-8=-57(F=-70) 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-27, 2-5=-31, 5-14=-12, 2-8=-20 Horz: 1-2=7, 2-5=11, 5-8=8 Concentrated Loads (lb) Vert: 17=-2544(F) 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 20-1106 Truss G1 Truss Type COMMON GIRDER Qty 1 Ply 2 GRACE T Job Reference (optional) I40568057 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Mar 11 04:56:49 2020 Page 3 Timberland Home Center, Brazil, IN - 47834, ID:1RGMzwXXGaxoYisVtUxnRDzhmCS-llv1VL1bMGI5cs9gVCcfqjc6joC?OH8ikbH_zOzc6US LOAD CASE(S) Standard Trapezoidal Loads (plf) Vert: 14=-459-to-8=-529(F=-70) 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-7, 2-5=-12, 5-14=-31, 2-8=-20 Horz: 1-2=-13, 2-5=-8, 5-8=-11 Concentrated Loads (lb) Vert: 17=-2544(F) Trapezoidal Loads (plf) Vert: 14=-478-to-8=-549(F=-70) 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 2-5=22, 5-14=9, 2-8=-6 Horz: 1-2=-26, 2-5=-30, 5-8=17 Concentrated Loads (lb) Vert: 17=792(F) Trapezoidal Loads (plf) Vert: 14=148-to-8=77(F=-70) 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-5=9, 5-14=22, 2-8=-6 Horz: 1-2=-13, 2-5=-17, 5-8=30 Concentrated Loads (lb) Vert: 17=792(F) Trapezoidal Loads (plf) Vert: 14=161-to-8=91(F=-70) 14) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 2-5=22, 5-14=9, 2-8=-6 Horz: 1-2=-26, 2-5=-30, 5-8=17 Concentrated Loads (lb) Vert: 17=792(F) Trapezoidal Loads (plf) Vert: 14=148-to-8=77(F=-70) 15) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-5=9, 5-14=22, 2-8=-6 Horz: 1-2=-13, 2-5=-17, 5-8=30 Concentrated Loads (lb) Vert: 17=792(F) Trapezoidal Loads (plf) Vert: 14=161-to-8=91(F=-70) 16) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=6, 2-5=2, 5-14=-12, 2-8=-20 Horz: 1-2=-26, 2-5=-22, 5-8=8 Concentrated Loads (lb) Vert: 17=-2218(F) Trapezoidal Loads (plf) Vert: 14=-401-to-8=-472(F=-70) 17) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-7, 2-5=-12, 5-14=2, 2-8=-20 Horz: 1-2=-13, 2-5=-8, 5-8=22 Concentrated Loads (lb) Vert: 17=-2218(F) Trapezoidal Loads (plf) Vert: 14=-388-to-8=-459(F=-70) 18) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-5=-20, 5-14=-20, 2-8=-20 Concentrated Loads (lb) Vert: 17=-2000(F) Trapezoidal Loads (plf) Vert: 14=-372-to-8=-442(F=-70) 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-5=-58, 5-14=-44, 2-8=-20 Horz: 1-2=5, 2-5=8, 5-8=6 Concentrated Loads (lb) Vert: 17=-3908(F) Trapezoidal Loads (plf) Vert: 14=-731-to-8=-801(F=-70) 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Continued on page 4 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 20-1106 Truss G1 Truss Type COMMON GIRDER Qty 1 Ply 2 GRACE T Job Reference (optional) I40568057 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Mar 11 04:56:49 2020 Page 4 Timberland Home Center, Brazil, IN - 47834, ID:1RGMzwXXGaxoYisVtUxnRDzhmCS-llv1VL1bMGI5cs9gVCcfqjc6joC?OH8ikbH_zOzc6US LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-40, 2-5=-44, 5-14=-58, 2-8=-20 Horz: 1-2=-10, 2-5=-6, 5-8=-8 Concentrated Loads (lb) Vert: 17=-3908(F) Trapezoidal Loads (plf) Vert: 14=-745-to-8=-816(F=-70) 21) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-31, 2-5=-34, 5-14=-44, 2-8=-20 Horz: 1-2=-19, 2-5=-16, 5-8=6 Concentrated Loads (lb) Vert: 17=-3663(F) Trapezoidal Loads (plf) Vert: 14=-687-to-8=-758(F=-70) 22) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-40, 2-5=-44, 5-14=-34, 2-8=-20 Horz: 1-2=-10, 2-5=-6, 5-8=16 Concentrated Loads (lb) Vert: 17=-3663(F) Trapezoidal Loads (plf) Vert: 14=-678-to-8=-748(F=-70) 23) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 5-14=-20, 2-8=-20 Concentrated Loads (lb) Vert: 17=-4000(F) Trapezoidal Loads (plf) Vert: 14=-723-to-8=-793(F=-70) 24) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-20, 5-14=-60, 2-8=-20 Concentrated Loads (lb) Vert: 17=-4000(F) Trapezoidal Loads (plf) Vert: 14=-763-to-8=-833(F=-70) 25) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-50, 5-14=-20, 2-8=-20 Concentrated Loads (lb) Vert: 17=-3500(F) Trapezoidal Loads (plf) Vert: 14=-635-to-8=-706(F=-70) 26) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-20, 5-14=-50, 2-8=-20 Concentrated Loads (lb) Vert: 17=-3500(F) Trapezoidal Loads (plf) Vert: 14=-665-to-8=-736(F=-70) 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 20-1106 Truss GD1 Truss Type Roof Special Girder Qty 1 Ply 1 GRACE T Job Reference (optional) I40568058 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Mar 11 04:56:51 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:1RGMzwXXGaxoYisVtUxnRDzhmCS-h80ow13rutYor9J2dde7w8iX3cyisCe?Bvm41Hzc6UQ Scale = 1:75.3 1 2 3 4 5 6 11 10 9 8712 13 14 15 16 17 3x4 4x4 4x6 3x6 4x4 3x10 4x4 4x4 5x8 4x8 4x4 LU26 LU26 LU24 LU24 LU24 LU24 LU24 3-9-0 3-9-0 7-3-10 3-6-10 10-10-4 3-6-10 14-7-0 3-8-12 3-9-0 3-9-0 7-3-10 3-6-10 10-10-4 3-6-10 14-7-0 3-8-12 0-8-011-6-49-0-712.00 12 8.00 12 Plate Offsets (X,Y)-- [1:0-5-8,Edge], [1:0-2-7,0-4-12], [1:0-1-3,0-1-3], [2:0-0-12,0-2-0], [4:0-1-0,0-2-0], [5:0-2-4,0-2-0], [6:0-1-12,0-2-0], [7:0-4-0,0-1-8], [10:0-1-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.28 0.67 0.53 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.08 0.01 (loc) 10-11 10-11 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 109 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-7-4 oc bracing. WEBS 1 Row at midpt 4-8, 6-7 REACTIONS. (size) 7=0-3-8, 1=0-3-8 Max Horz 1=373(LC 8) Max Uplift 7=-487(LC 8), 1=-368(LC 8) Max Grav 7=1121(LC 1), 1=1727(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1946/418, 2-4=-1071/285, 4-5=-498/206, 5-6=-414/197, 6-7=-1048/457 BOT CHORD 1-11=-563/1352, 10-11=-563/1352, 8-10=-329/725 WEBS 2-11=-251/1180, 2-10=-944/352, 4-10=-351/1036, 4-8=-996/456, 5-8=-146/327, 6-8=-351/806 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Pr. Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; 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) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 7 and 1. This connection is for uplift only and does not consider lateral forces. 6) Use Simpson Strong-Tie LU26 (6-16d Girder, 4-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 2-0-12 from the left end to 4-0-12 to connect truss(es) to front face of bottom chord. 7) Use Simpson Strong-Tie LU24 (4-16d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 6-0-12 from the left end to 13-6-4 to connect truss(es) to front face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 5-6=-60, 1-7=-20 Concentrated Loads (lb) Vert: 9=-116(F) 12=-566(F) 13=-566(F) 14=-288(F) 15=-67(F) 16=-58(F) 17=-43(F) March 11,2020 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 20-1106 Truss GD2 Truss Type Roof Special Girder Qty 2 Ply 1 GRACE T Job Reference (optional) I40568059 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Mar 11 04:56:52 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:1RGMzwXXGaxoYisVtUxnRDzhmCS-9KaA7N3TfBgfTJuFALAMSLEjP?R0bnC9QZWeajzc6UP Scale = 1:8.4 1 2 34 4x4 2x4 2x4 TJC37 TJC37 3-2-7 3-2-7 3-2-7 3-2-7 0-6-01-1-112.40 12 Plate Offsets (X,Y)-- [1:0-3-15,0-0-1] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.24 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 1-3 1-3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=0-4-0, 3=Mechanical Max Horz 1=22(LC 4) Max Uplift 1=-51(LC 4), 3=-82(LC 4) Max Grav 1=207(LC 1), 3=298(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left exposed; porch 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 100 lb uplift at joint(s) 3. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1. This connection is for uplift only and does not consider lateral forces. 7) Use Simpson Strong-Tie TJC37 (4 nail, 30-90) or equivalent at 2-5-6 from the left end to connect truss(es) to front face of bottom chord, skewed 36.9 deg.to the left, sloping 0.0 deg. down. 8) Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent at 2-5-4 from the left end to connect truss(es) to back face of bottom chord, skewed 53.1 deg.to the right, sloping 0.0 deg. down. 9) Fill all nail holes where hanger is in contact with lumber. 10) 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=-100, 1-3=-20 Concentrated Loads (lb) Vert: 4=-159(F=-66, B=-92) March 11,2020 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 20-1106 Truss H1 Truss Type Half Hip Qty 1 Ply 1 GRACE T Job Reference (optional) I40568060 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Mar 11 04:56:52 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:1RGMzwXXGaxoYisVtUxnRDzhmCS-9KaA7N3TfBgfTJuFALAMSLEhV?Lsbk_9QZWeajzc6UP Scale = 1:53.7 1 2 34 7 65 8 9 10 11 12 2x4 4x4 2x4 5x8 3x4 4x4 7-10-15 7-10-15 11-10-12 3-11-13 15-0-0 3-1-4 -1-0-0 1-0-0 7-10-15 7-10-15 15-0-0 7-1-1 0-8-08-6-1512.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-4], [3:0-5-4,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.36 0.48 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.29 0.01 (loc) 2-7 2-7 5 l/defl >999 >483 n/a L/d 240 180 n/a PLATES MT20 Weight: 90 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-5, 3-6, 4-6 REACTIONS. (size) 5=Mechanical, 2=0-3-8, 6=0-5-8 Max Horz 2=268(LC 12) Max Uplift 5=-42(LC 9), 2=-23(LC 12), 6=-121(LC 12) Max Grav 5=136(LC 1), 2=555(LC 19), 6=563(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-414/9 WEBS 3-7=0/326, 3-6=-547/194 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 7-10-15, Exterior(2) 7-10-15 to 12-1-14, Interior(1) 12-1-14 to 14-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 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) 5. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 6. This connection is for uplift only and does not consider lateral forces. March 11,2020 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 20-1106 Truss H2 Truss Type Half Hip Qty 1 Ply 1 GRACE T Job Reference (optional) I40568061 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Mar 11 04:56:53 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:1RGMzwXXGaxoYisVtUxnRDzhmCS-eX8YKj45PUoW5TTRk2hb?ZnsuPjJK5PIfCFB69zc6UO Scale = 1:63.1 1 2 3 4 5 98 76 10 11 12 13 14 15 6x8 2x4 3x6 3x4 3x4 5x6 3x4 3x4 6-2-3 6-2-3 11-10-12 5-8-9 15-0-0 3-1-4 -1-0-0 1-0-0 4-8-0 4-8-0 9-9-14 5-1-14 15-0-0 5-2-2 0-8-010-5-1512.00 12 Plate Offsets (X,Y)-- [2:0-0-3,0-0-3], [2:0-0-7,0-4-1], [2:Edge,0-0-7], [3:0-3-0,0-3-4], [4:0-6-4,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.32 0.28 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.10 0.00 (loc) 7-9 2-9 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 94 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x6 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 5-6, 4-7, 5-7 REACTIONS. (size) 6=Mechanical, 2=0-3-8, 7=0-5-8 Max Horz 2=417(LC 12) Max Uplift 6=-53(LC 8), 7=-292(LC 12) Max Grav 6=87(LC 24), 2=529(LC 1), 7=778(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-488/0, 3-4=-430/116 BOT CHORD 2-9=-267/400 WEBS 3-9=-383/320, 4-9=-286/533, 4-7=-548/336 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Pr. Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-9-14, Exterior(2) 9-9-14 to 14-0-13, Interior(1) 14-0-13 to 14-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6. 8) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 7. This connection is for uplift only and does not consider lateral forces. March 11,2020 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 20-1106 Truss H3 Truss Type Hip Qty 1 Ply 1 GRACE T Job Reference (optional) I40568062 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Mar 11 04:56:54 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:1RGMzwXXGaxoYisVtUxnRDzhmCS-6jiwY35jAowNid2dImCqXmK0Rp2e3fvSts?keczc6UN Scale = 1:77.0 1 2 3 4 5 6 7 11 10 98 12 13 14 3x4 4x6 3x4 3x6 3x4 3x4 2x4 2x4 3x4 3x10 11-0-156-2-3 6-2-3 11-9-14 5-7-11 11-10-12 0-0-14 15-0-0 3-1-4 -1-0-0 1-0-0 6-2-3 6-2-3 11-9-14 5-7-11 12-10-2 1-0-4 15-0-0 2-1-14 0-8-012-5-1510-4-012-5-1512.00 12 Plate Offsets (X,Y)-- [2:0-0-3,0-0-3], [2:0-0-7,0-4-1], [2:Edge,0-0-7], [3:0-1-4,0-1-8], [5:0-4-4,0-1-12], [6:0-2-8,0-2-0], [7:0-1-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.40 0.34 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.10 0.01 (loc) 2-11 2-11 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 97 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-9, 5-9, 7-8, 7-9 REACTIONS. (size) 2=0-3-8, 8=Mechanical, 9=0-5-8 Max Horz 2=351(LC 12) Max Uplift 8=-28(LC 8), 9=-297(LC 12) Max Grav 2=543(LC 20), 8=143(LC 24), 9=770(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-545/11 BOT CHORD 2-11=-152/331, 9-11=-152/331 WEBS 3-11=0/317, 3-9=-505/241, 5-9=-264/118 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 11-9-14, Exterior(2) 11-9-14 to 14-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8. 8) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 9. This connection is for uplift only and does not consider lateral forces. March 11,2020 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 20-1106 Truss J1 Truss Type Jack-Closed Qty 2 Ply 1 GRACE T Job Reference (optional) I40568063 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Mar 11 04:56:55 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:1RGMzwXXGaxoYisVtUxnRDzhmCS-avGJlP6Lx62EKndpsTj34_sGrDTwo8yb6WkIA2zc6UM Scale = 1:7.7 1 2 3 2x4 6x8 1-5-1 1-5-1 1-5-1 1-5-1 0-6-00-11-114.00 12 Plate Offsets (X,Y)-- [2:0-1-14,0-0-0], [2:0-8-10,0-1-15], [3:0-1-11,0-0-9] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.03 0.01 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 1 1 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 4 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-5-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=0-3-0, 3=Mechanical Max Horz 1=19(LC 8) Max Uplift 1=-14(LC 8), 3=-24(LC 8) Max Grav 1=75(LC 1), 3=75(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1. This connection is for uplift only and does not consider lateral forces. March 11,2020 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 20-1106 Truss J2 Truss Type Jack-Closed Qty 2 Ply 1 GRACE T Job Reference (optional) I40568064 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Mar 11 04:56:56 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:1RGMzwXXGaxoYisVtUxnRDzhmCS-26qhzk7_iPA5yxC0PBEIdBPQ3dpyXbCkLAUrjUzc6UL Scale = 1:7.7 1 2 3 3x4 2x4 2x4 1-10-12 1-10-12 1-10-12 1-10-12 0-6-00-11-113.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.07 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 1 1-3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=0-3-0, 3=Mechanical Max Horz 1=19(LC 8) Max Uplift 1=-22(LC 8), 3=-30(LC 8) Max Grav 1=103(LC 1), 3=103(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1. This connection is for uplift only and does not consider lateral forces. March 11,2020 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 20-1106 Truss K1 Truss Type Scissor Supported Gable Qty 1 Ply 1 GRACE T Job Reference (optional) I40568065 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Mar 11 04:56:57 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:1RGMzwXXGaxoYisVtUxnRDzhmCS-WIO3A47cTjIyZ4mCzulX9Pyb308qG19uZqDPFxzc6UK Scale = 1:52.9 Sheet Front Full Sheathing 1 Ply 7/16" 4x8 OSB 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 3x4 3x4 4x4 3x4 3x4 5x6 1x4 1x4 1x4 1x4 1x4 1x4 1x4 1x4 1x4 1x4 1x4 1x4 6-10-10 6-10-10 13-9-4 6-10-10 -1-0-0 1-0-0 6-10-10 6-10-10 13-9-4 6-10-10 1-8-08-6-101-8-04-3-712.00 12 8.00 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.12 0.11 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 1 1 11 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 123 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 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, Except: 10-0-0 oc bracing: 11-12. REACTIONS.All bearings 13-9-4. (lb) - Max Horz 19=-172(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 15, 16, 17, 14, 13 except 19=-282(LC 8), 11=-187(LC 11), 18=-249(LC 9), 12=-197(LC 8) Max Grav All reactions 250 lb or less at joint(s) 11, 16, 17, 14, 13 except 19=315(LC 11), 15=312(LC 13), 18=295(LC 10), 12=277(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-220/258, 6-7=-219/256 WEBS 6-15=-312/204 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-0-0 to 2-0-0, Exterior(2) 2-0-0 to 6-10-10, Corner(3) 6-10-10 to 9-10-10, Exterior(2) 9-10-10 to 13-7-8 zone; cantilever left and right exposed ; end vertical left 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 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 16, 17, 14, 13 except (jt=lb) 19=282, 11=187, 18=249, 12=197. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 15, 16, 17, 18, 14, 13, 12. March 11,2020 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 20-1106 Truss K2 Truss Type Scissor Qty 3 Ply 1 GRACE T Job Reference (optional) I40568066 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Mar 11 04:56:58 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:1RGMzwXXGaxoYisVtUxnRDzhmCS-_UxROQ8EE1RpBELOXbHmicUehQQl?TK1oUzynNzc6UJ Scale = 1:52.9 1 2 3 4 7 6 5 8 9 10 11 4x4 6x8 3x4 5x8 3x4 6x8 6-10-10 6-10-10 13-9-4 6-10-10 -1-0-0 1-0-0 6-10-10 6-10-10 13-9-4 6-10-10 1-8-08-6-101-8-04-3-712.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:0-1-8,0-2-0], [4:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.64 0.33 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.21 0.08 (loc) 5-6 5-6 5 l/defl >999 >753 n/a L/d 240 180 n/a PLATES MT20 Weight: 68 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 7=0-5-8, 5=0-5-8 Max Horz 7=-172(LC 10) Max Uplift 7=-76(LC 13), 5=-74(LC 12) Max Grav 7=611(LC 1), 5=536(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-872/94, 3-4=-864/141, 2-7=-647/227, 4-5=-542/151 BOT CHORD 6-7=-263/372 WEBS 3-6=-52/685, 2-6=0/412, 4-6=-98/513 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-10-10, Exterior(2) 6-10-10 to 9-10-10, Interior(1) 9-10-10 to 13-7-8 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 7, 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 7 and 5. This connection is for uplift only and does not consider lateral forces. March 11,2020 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 20-1106 Truss K3 Truss Type Scissor Qty 3 Ply 1 GRACE T Job Reference (optional) I40568067 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Mar 11 04:56:59 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:1RGMzwXXGaxoYisVtUxnRDzhmCS-ShVpbm9s?KZgpOwb5Jo?Ep1l9qlykvgB18iVKpzc6UI Scale = 1:52.8 1 2 3 4 7 6 5 8 9 10 11 4x6 6x8 3x4 5x8 3x4 4x8 6-10-10 6-10-10 13-9-4 6-10-10 -1-0-0 1-0-0 6-10-10 6-10-10 13-9-4 6-10-10 1-8-08-6-101-8-04-3-712.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-12], [4:0-3-8,Edge], [7:0-2-0,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.85 0.33 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.21 0.10 (loc) 5-6 5-6 5 l/defl >999 >753 n/a L/d 240 180 n/a PLATES MT20 Weight: 72 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-7: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 7=0-5-8, 5=0-5-8 Max Horz 7=-173(LC 10) Max Uplift 7=-76(LC 13), 5=-73(LC 12) Max Grav 7=932(LC 1), 5=798(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1316/96, 3-4=-1290/138, 2-7=-1022/235, 4-5=-837/148 BOT CHORD 6-7=-269/462 WEBS 3-6=-56/859, 2-6=0/554, 4-6=-98/663 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-10-10, Exterior(2) 6-10-10 to 9-10-10, Interior(1) 9-10-10 to 13-7-8 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 7, 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 7 and 5. This connection is for uplift only and does not consider lateral forces. March 11,2020 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 20-1106 Truss M1 Truss Type Monopitch Supported Gable Qty 1 Ply 1 GRACE T Job Reference (optional) I40568068 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Mar 11 04:57:00 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:1RGMzwXXGaxoYisVtUxnRDzhmCS-wt3Bo6AUmehXQYVne0JEn1a2oE6TTOUKGoS3sFzc6UH Scale = 1:69.1 1 2 3 4 5 6 7 8 14 13 12 11 10 9 5x12 MT20HS 4x8 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 9-4-0 9-4-0 -1-0-0 1-0-0 9-4-0 9-4-0 1-8-011-0-012.00 12 Plate Offsets (X,Y)-- [2:0-4-15,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 IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.34 0.31 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 2 2 9 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 MT20HS Weight: 66 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 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 8-9, 7-10 REACTIONS.All bearings 9-4-0. (lb) - Max Horz 14=288(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 9, 10, 12 except 14=-198(LC 10), 11=-108(LC 12), 13=-526(LC 12) Max Grav All reactions 250 lb or less at joint(s) 9, 10, 11, 12 except 14=634(LC 12), 13=281(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-14=-457/345, 2-3=-536/429, 3-4=-294/247 WEBS 3-13=-300/335 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-0-0 to 2-0-0, Exterior(2) 2-0-0 to 9-2-4 zone; cantilever left and right exposed ; end vertical left 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) All plates are MT20 plates unless otherwise indicated. 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 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 10, 12 except (jt=lb) 14=198, 11=108, 13=526. March 11,2020 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 20-1106 Truss M2 Truss Type Monopitch Qty 13 Ply 1 GRACE T Job Reference (optional) I40568069 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Mar 11 04:57:01 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:1RGMzwXXGaxoYisVtUxnRDzhmCS-P3da0SA6XypO2i4zCkqTKE6EIeQMCo0TUSBcOizc6UG Scale: 3/16"=1' 1 2 3 4 65 7 8 910 2x4 3x4 5x6 3x4 3x6 9-4-0 9-4-0 -1-0-0 1-0-0 4-8-0 4-8-0 9-4-0 4-8-0 1-8-011-0-012.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-3-0], [5:0-1-12,0-1-8], [6:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.29 0.40 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.45 0.00 (loc) 5-6 5-6 5 l/defl >586 >239 n/a L/d 240 180 n/a PLATES MT20 Weight: 60 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-5 REACTIONS. (size) 5=Mechanical, 6=0-5-8 Max Horz 6=288(LC 12) Max Uplift 5=-253(LC 12) Max Grav 5=445(LC 19), 6=435(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-293/125, 2-6=-335/157 WEBS 3-5=-294/229, 3-6=-249/256 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-2-4 zone; cantilever left and right exposed ; 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, with BCDL = 10.0psf. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=253. March 11,2020 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 20-1106 Truss M3 Truss Type Monopitch Supported Gable Qty 1 Ply 1 GRACE T Job Reference (optional) I40568070 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Mar 11 04:57:02 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:1RGMzwXXGaxoYisVtUxnRDzhmCS-tFByDoBkIFxFgsfAmRLisSfSe1rJxJndj6xAw8zc6UF Scale = 1:30.3 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 2x4 3x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 12-5-0 12-5-0 -1-0-0 1-0-0 12-5-0 12-5-0 1-0-05-1-114.00 12 Plate Offsets (X,Y)-- [5:0-1-14,0-0-0], [6:0-3-0,0-3-4], [6:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.13 0.09 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 1 1 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 51 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-5-0. (lb) - Max Horz 16=129(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 10, 11, 12, 13, 14 except 15=-107(LC 12) Max Grav All reactions 250 lb or less at joint(s) 16, 10, 11, 12, 13, 14, 15 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-0-0 to 2-0-0, Exterior(2) 2-0-0 to 12-3-4 zone; cantilever left and right exposed ; end vertical left exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 11, 12, 13, 14 except (jt=lb) 15=107. 9) Load case(s) 1, 2, 19, 20, 21, 22 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) 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, 2-6=-60, 10-16=-20 Trapezoidal Loads (plf) Vert: 6=-60(F=0)-to-9=-100(F=-40) 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 March 11,2020 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 20-1106 Truss M3 Truss Type Monopitch Supported Gable Qty 1 Ply 1 GRACE T Job Reference (optional) I40568070 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Mar 11 04:57:02 2020 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:1RGMzwXXGaxoYisVtUxnRDzhmCS-tFByDoBkIFxFgsfAmRLisSfSe1rJxJndj6xAw8zc6UF LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-50, 2-6=-50, 10-16=-20 Trapezoidal Loads (plf) Vert: 6=-50(F=0)-to-9=-80(F=-30) 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-31, 2-6=-34, 10-16=-20 Horz: 2-16=16, 1-2=-19, 2-9=-16 Trapezoidal Loads (plf) Vert: 6=-34(F=0)-to-9=-64(F=-30) 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-38, 2-6=-41, 10-16=-20 Horz: 2-16=-5, 1-2=-12, 2-9=-9 Trapezoidal Loads (plf) Vert: 6=-41(F=0)-to-9=-71(F=-30) 21) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-31, 2-6=-34, 10-16=-20 Horz: 2-16=14, 1-2=-19, 2-9=-16 Trapezoidal Loads (plf) Vert: 6=-34(F=0)-to-9=-64(F=-30) 22) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-40, 2-6=-44, 10-16=-20 Horz: 2-16=-5, 1-2=-10, 2-9=-6 Trapezoidal Loads (plf) Vert: 6=-43(F=0)-to-9=-74(F=-30) 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 20-1106 Truss M4 Truss Type Monopitch Qty 10 Ply 1 GRACE T Job Reference (optional) I40568071 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Mar 11 04:57:03 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:1RGMzwXXGaxoYisVtUxnRDzhmCS-LSlKR8CN3Z35H?EMK9sxPfCT0R5kgeJmymgjTazc6UE Scale = 1:30.5 1 2 3 4 7 6 5 8 9 5x6 3x4 3x4 4x4 2x4 5x6 6-2-8 6-2-8 12-5-0 6-2-8 -1-0-0 1-0-0 6-2-8 6-2-8 12-5-0 6-2-8 1-0-05-1-114.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-3-4], [4:0-1-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.73 0.47 0.49 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.08 -0.15 0.01 (loc) 5-6 5-6 5 l/defl >999 >939 n/a L/d 240 180 n/a PLATES MT20 Weight: 47 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* 2-7: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-10-3 oc bracing. REACTIONS. (size) 5=Mechanical, 7=0-5-4 Max Horz 7=128(LC 8) Max Uplift 5=-209(LC 8), 7=-195(LC 8) Max Grav 5=574(LC 1), 7=577(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-709/362, 2-7=-491/252 BOT CHORD 6-7=-417/608, 5-6=-410/605 WEBS 3-5=-637/435 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 12-3-4 zone; cantilever left and right exposed ; end vertical left exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=209. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 7. This connection is for uplift only and does not consider lateral forces. 7) Load case(s) 1, 2, 19, 20, 21, 22 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 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, 5-7=-20 Trapezoidal Loads (plf) Vert: 3=-58(F=2)-to-4=-100(F=-40) Continued on page 2 March 11,2020 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 20-1106 Truss M4 Truss Type Monopitch Qty 10 Ply 1 GRACE T Job Reference (optional) I40568071 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Mar 11 04:57:03 2020 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:1RGMzwXXGaxoYisVtUxnRDzhmCS-LSlKR8CN3Z35H?EMK9sxPfCT0R5kgeJmymgjTazc6UE LOAD CASE(S) Standard 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-50, 2-3=-50, 5-7=-20 Trapezoidal Loads (plf) Vert: 3=-49(F=1)-to-4=-80(F=-30) 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-31, 2-3=-34, 5-7=-9 Horz: 1-2=-19, 2-4=-16, 2-7=16 Trapezoidal Loads (plf) Vert: 3=-32(F=1)-to-4=-64(F=-30) 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-38, 2-3=-41, 5-7=-9 Horz: 1-2=-12, 2-4=-9, 2-7=-5 Trapezoidal Loads (plf) Vert: 3=-40(F=1)-to-4=-71(F=-30) 21) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-31, 2-3=-34, 5-7=-20 Horz: 1-2=-19, 2-4=-16, 2-7=14 Trapezoidal Loads (plf) Vert: 3=-32(F=1)-to-4=-64(F=-30) 22) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-40, 2-3=-44, 5-7=-20 Horz: 1-2=-10, 2-4=-6, 2-7=-5 Trapezoidal Loads (plf) Vert: 3=-42(F=1)-to-4=-74(F=-30) 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 20-1106 Truss M5 Truss Type Monopitch Qty 1 Ply 1 GRACE T Job Reference (optional) I40568072 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Mar 11 04:57:04 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:1RGMzwXXGaxoYisVtUxnRDzhmCS-peJieTD?qsByv9pYtsNAxtkgjrPyP5UwAQQG?1zc6UD Scale = 1:30.5 1 2 3 6 5 4 7 8 9 5x12 MT20HS 3x4 3x4 3x4 2x4 6-2-8 6-2-8 12-5-0 6-2-8 6-2-8 6-2-8 12-5-0 6-2-8 1-0-05-1-114.00 12 Plate Offsets (X,Y)-- [1:0-6-12,0-2-8], [3:0-1-12,0-1-8], [4:0-1-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.60 0.59 0.49 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.09 -0.20 0.01 (loc) 4-5 4-5 4 l/defl >999 >707 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 45 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 1-6: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-8-3 oc bracing. REACTIONS. (size) 4=Mechanical, 6=0-5-4 Max Horz 6=113(LC 12) Max Uplift 4=-210(LC 8), 6=-154(LC 8) Max Grav 4=578(LC 1), 6=500(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-710/367, 1-6=-398/201 BOT CHORD 5-6=-415/615, 4-5=-415/615 WEBS 2-4=-643/439 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 12-3-4 zone; cantilever left and right exposed ; end vertical left exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=210. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 6. This connection is for uplift only and does not consider lateral forces. 8) Load case(s) 1, 2, 19, 20, 21, 22 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-60, 4-6=-20 Trapezoidal Loads (plf) Vert: 8=-60-to-3=-100 Continued on page 2 March 11,2020 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 20-1106 Truss M5 Truss Type Monopitch Qty 1 Ply 1 GRACE T Job Reference (optional) I40568072 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Mar 11 04:57:04 2020 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:1RGMzwXXGaxoYisVtUxnRDzhmCS-peJieTD?qsByv9pYtsNAxtkgjrPyP5UwAQQG?1zc6UD LOAD CASE(S) Standard 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-50, 4-6=-20 Trapezoidal Loads (plf) Vert: 8=-50-to-3=-80 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-34, 4-6=-9 Horz: 1-3=-16, 1-6=16 Trapezoidal Loads (plf) Vert: 8=-34-to-3=-64 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-41, 4-6=-9 Horz: 1-3=-9, 1-6=-5 Trapezoidal Loads (plf) Vert: 8=-41-to-3=-71 21) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-34, 4-6=-20 Horz: 1-3=-16, 1-6=14 Trapezoidal Loads (plf) Vert: 8=-34-to-3=-64 22) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-44, 4-6=-20 Horz: 1-3=-6, 1-6=-5 Trapezoidal Loads (plf) Vert: 8=-44-to-3=-74 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 20-1106 Truss M6 Truss Type Monopitch Qty 3 Ply 1 GRACE T Job Reference (optional) I40568073 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Mar 11 04:57:05 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:1RGMzwXXGaxoYisVtUxnRDzhmCS-Hqt4spEdbAJpXJOkRavPU4HyhFte8fQ3P49qXTzc6UC Scale = 1:8.6 1 2 3 3x4 2x4 2x4 2-8-0 2-8-0 2-8-0 2-8-0 0-6-01-2-03.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.14 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 1-3 1-3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=0-3-0, 3=Mechanical Max Horz 1=25(LC 8) Max Uplift 1=-32(LC 8), 3=-41(LC 8) Max Grav 1=144(LC 1), 3=144(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1. This connection is for uplift only and does not consider lateral forces. March 11,2020 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 20-1106 Truss P1 Truss Type Piggyback Qty 1 Ply 1 GRACE T Job Reference (optional) I40568074 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Mar 11 04:57:05 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:1RGMzwXXGaxoYisVtUxnRDzhmCS-Hqt4spEdbAJpXJOkRavPU4H_RFtB8fK3P49qXTzc6UC Scale = 1:12.2 1 2 3 45 6 4x4 2x4 2x4 2x4 4-0-1 4-0-1 2-0-0 2-0-0 4-0-1 2-0-0 0-5-32-0-00-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-0], [4:0-2-6,0-1-0] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.03 0.02 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 4 4 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=2-10-11, 4=2-10-11, 6=2-10-11 Max Horz 2=-35(LC 10) Max Uplift 2=-20(LC 12), 4=-24(LC 13) Max Grav 2=92(LC 1), 4=92(LC 1), 6=90(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. March 11,2020 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 20-1106 Truss P2 Truss Type Piggyback Qty 11 Ply 1 GRACE T Job Reference (optional) I40568075 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Mar 11 04:57:06 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:1RGMzwXXGaxoYisVtUxnRDzhmCS-l1QT39EFMURg8Tyx?HQe1Iq9BfDQt6aDekvN3vzc6UB Scale = 1:12.2 1 2 3 45 6 4x4 2x4 2x4 2x4 4-0-1 4-0-1 2-0-0 2-0-0 4-0-1 2-0-0 0-5-32-0-00-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-0], [4:0-2-6,0-1-0] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.03 0.02 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 4 4 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=2-10-11, 4=2-10-11, 6=2-10-11 Max Horz 2=-35(LC 10) Max Uplift 2=-20(LC 12), 4=-24(LC 13) Max Grav 2=92(LC 1), 4=92(LC 1), 6=90(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever 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) N/A 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. March 11,2020 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 20-1106 Truss V1 Truss Type VALLEY Qty 1 Ply 1 GRACE T Job Reference (optional) I40568076 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Mar 11 04:57:07 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:1RGMzwXXGaxoYisVtUxnRDzhmCS-DD_rGVFt6nZXmdX7Z_xtZVMIp2YPcZJMtOewcLzc6UA Scale = 1:35.4 1 2 3 54 6 7 2x4 2x4 2x4 2x4 2x4 5-11-6 5-11-6 0-0-45-11-612.00 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.16 0.10 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=5-11-6, 4=5-11-6, 5=5-11-6 Max Horz 1=165(LC 12) Max Uplift 1=-64(LC 10), 4=-72(LC 12), 5=-182(LC 12) Max Grav 1=168(LC 12), 4=135(LC 19), 5=342(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-253/226 WEBS 2-5=-285/223 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 5-9-10 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except (jt=lb) 5=182. March 11,2020 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 20-1106 Truss V2 Truss Type Valley Qty 1 Ply 1 GRACE T Job Reference (optional) I40568077 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Mar 11 04:57:08 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:1RGMzwXXGaxoYisVtUxnRDzhmCS-hPYDUrGVt5hOOn6J6iS66jvS4SuML0AV52OU8ozc6U9 Scale = 1:22.8 1 2 3 4 2x4 2x4 2x4 3-11-6 3-11-6 0-0-43-11-612.00 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.19 0.12 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=3-11-2, 3=3-11-2 Max Horz 1=104(LC 12) Max Uplift 3=-80(LC 12) Max Grav 1=138(LC 1), 3=149(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 3-9-10 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. March 11,2020 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 20-1106 Truss V3 Truss Type Valley Qty 1 Ply 1 GRACE T Job Reference (optional) I40568078 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Mar 11 04:57:08 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:1RGMzwXXGaxoYisVtUxnRDzhmCS-hPYDUrGVt5hOOn6J6iS66jvVeSvvL0AV52OU8ozc6U9 Scale = 1:12.7 1 2 3 2x4 2x4 2x4 1-11-6 1-11-6 0-0-41-11-612.00 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.03 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=1-11-2, 3=1-11-2 Max Horz 1=44(LC 12) Max Uplift 3=-33(LC 12) Max Grav 1=58(LC 1), 3=63(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. March 11,2020 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 20-1106 Truss V4 Truss Type Valley Qty 1 Ply 1 GRACE T Job Reference (optional) I40568079 8.330 s Feb 13 2020 MiTek Industries, Inc. Wed Mar 11 04:57:09 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:1RGMzwXXGaxoYisVtUxnRDzhmCS-Ac6bhBH7ePpF?whWgPzLewRdzsDx4TQfKi71gEzc6U8 Scale = 1:11.6 1 2 3 4 2x4 2x4 2x4 5-0-10 5-0-10 0-0-41-8-34.00 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.25 0.16 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=4-11-14, 3=4-11-14 Max Horz 1=40(LC 8) Max Uplift 1=-25(LC 8), 3=-38(LC 8) Max Grav 1=159(LC 1), 3=159(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-11-5 to 3-11-5, Interior(1) 3-11-5 to 4-10-14 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. March 11,2020 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.W4 - 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