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HomeMy WebLinkAbout7221 Delmont Dr Truss16023 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 84 Components - 0783. May 10,2019 Liu, Xuegang Pages or sheets covered by this seal: I37050670 thru I37050708 My license renewal date for the state of Indiana is July 31, 2020. 1901305 Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. IMPORTANT NOTE: Clearwater Model - WWN4 (1901305) 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 1901305 Truss AM01 Truss Type Monopitch Qty 9 Ply 1 Clearwater Model - WWN4 (1901305) Job Reference (optional) I37050670 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 10 10:50:43 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:KhZQ_KhGJEcVauCz8Bk3u5zIdYj-5TFdFp8S5u2h?HEqMYGpHb4ihcSEArUx5SqzZGzHwag Scale = 1:28.2 2 3 4 1 8 9 10 3x6 2x4 5x6 5-4-11 5-4-11 11-8-0 6-3-5 5-4-11 5-4-11 11-8-0 6-3-5 0-8-95-6-153-5-72-1-85.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MP 0.73 0.28 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.28 0.11 (loc) 7 7 4 l/defl >871 >493 n/a L/d 240 180 n/a PLATES MT20 Weight: 61 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x10 SP No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=526/0-3-8, 4=521/0-3-8 Max Horz 1=143(LC 12) Max Uplift 4=-60(LC 12) Max Grav 1=542(LC 19), 4=596(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-533/117 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 8-6-4, Exterior(2) 8-6-4 to 11-6-4 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) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 4. This connection is for uplift only and does not consider lateral forces. May 10,2019 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 1901305 Truss AT01 Truss Type Roof Special Qty 9 Ply 1 Clearwater Model - WWN4 (1901305) Job Reference (optional) I37050671 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 10 10:50:45 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:KhZQ_KhGJEcVauCz8Bk3u5zIdYj-1sNOfUAjdWIPEbODUzIHM0A0uQ6Yec4EZmJ3d8zHwae Scale = 1:60.61 2 3 4 5 6 71312 11 10 9 8 19 20 21 22 3x4 3x4 3x4 3x4 1.5x4 3x4 4x8 3x4 3x4 4x4 5x9 5x9 1.5x4 6-6-6 6-6-6 12-9-4 6-2-14 15-5-0 2-7-12 20-2-12 4-9-12 25-2-0 4-11-4 25-6-12 0-4-12 6-6-6 6-6-6 12-9-4 6-2-14 18-10-15 6-1-11 25-6-12 6-7-13 26-6-12 1-0-0 10-0-911-0-90-4-121-0-05.00 12 Plate Offsets (X,Y)-- [1:0-0-13,0-1-8], [6:0-1-1,0-0-4], [6:0-0-15,Edge], [11:0-6-0,0-4-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.82 0.35 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.10 0.02 (loc) 12-13 12-13 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 124 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-10: 2x4 SPF Stud WEBS 2x4 SPF Stud *Except* 1-13,2-13,3-12: 2x4 SPF No.2 WEDGE Right: 2x4 SPF Stud BRACING- TOP CHORD Sheathed 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 1-13, 2-13 REACTIONS.(lb/size)13=655/Mechanical, 6=502/0-3-0, 9=1201/0-3-8 Max Horz 13=-331(LC 13) Max Uplift 13=-144(LC 13), 6=-56(LC 13) Max Grav 13=886(LC 20), 6=502(LC 1), 9=1275(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-303/67, 2-3=-607/0, 3-5=-448/32, 5-6=-464/72 BOT CHORD 12-13=0/492, 11-12=0/341, 3-11=-570/21, 8-9=-19/321, 6-8=0/373 WEBS 2-13=-713/152, 9-11=-809/20, 5-11=0/1110, 5-9=-1339/33 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 23-6-12, Exterior(2) 23-6-12 to 26-6-12 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) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 144 lb uplift at joint 13. 10) One RT4 USP 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. May 10,2019 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 1901305 Truss BGE01 Truss Type Roof Special Supported Gable Qty 1 Ply 1 Clearwater Model - WWN4 (1901305) Job Reference (optional) I37050672 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 10 10:50:47 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:KhZQ_KhGJEcVauCz8Bk3u5zIdYj-zEV84ABz97Y6TuXbbOLlRRFXIDsC6cUW04oAi1zHwac Scale = 1:55.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 28 27 26 25 24 23 22 21 20 19 18 17 16 29 30 31 3x4 3x4 3x4 25-6-12 25-6-12 25-6-12 25-6-12 26-6-12 1-0-0 11-0-90-4-125.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.12 0.08 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.01 (loc) 14 15 14 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 141 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 Stud *Except* 2-27,3-26,4-25,5-24: 2x4 SPF No.2 BRACING- TOP CHORD Sheathed 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 1-28, 2-27, 3-26 REACTIONS.All bearings 25-6-12. (lb) - Max Horz 28=-331(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 28, 27, 26, 25, 24, 22, 21, 20, 19, 18, 17, 16 Max Grav All reactions 250 lb or less at joint(s) 28, 24, 22, 21, 20, 19, 18, 17, 14 except 27=301(LC 20), 26=258(LC 20), 25=259(LC 20), 16=279(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 9-10=-258/87, 10-11=-288/97, 11-12=-320/109, 12-13=-345/114, 13-14=-402/142 BOT CHORD 27-28=-121/417, 26-27=-121/417, 25-26=-121/417, 24-25=-121/417, 22-24=-121/417, 21-22=-121/417, 20-21=-121/417, 19-20=-121/417, 18-19=-121/417, 17-18=-121/417, 16-17=-121/417, 14-16=-121/417 WEBS 2-27=-255/106 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-1-12 to 3-1-12, Exterior(2) 3-1-12 to 23-6-12, Corner(3) 23-6-12 to 26-6-12 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) 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) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 28, 27, 26, 25, 24, 22, 21, 20, 19, 18, 17, 16. May 10,2019 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 1901305 Truss BGR01 Truss Type Roof Special Qty 1 Ply 1 Clearwater Model - WWN4 (1901305) Job Reference (optional) I37050673 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 10 10:50:50 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:KhZQ_KhGJEcVauCz8Bk3u5zIdYj-OpAHjCDrR2whKMGAHXuS34ttnRovJsZzi11qJMzHwaZ Scale = 1:54.4 1 2 3 4 5 6 7 12 11 10 9 8 18 19 20 21 22 23 3x6 1.5x4 4x8 6-5-13 6-5-13 15-5-0 8-11-3 20-2-13 4-9-13 25-2-0 4-11-3 25-6-12 0-4-12 6-5-13 6-5-13 12-8-1 6-2-5 18-10-6 6-2-5 25-6-12 6-8-6 26-6-12 1-0-0 11-0-90-4-125.00 12 Plate Offsets (X,Y)-- [1:0-0-13,0-1-8], [6:0-1-1,0-0-4], [6:0-0-15,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.81 0.47 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.24 0.01 (loc) 9-11 9-11 6 l/defl >999 >759 n/a L/d 240 180 n/a PLATES MT20 Weight: 119 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* 3-9,5-9,5-8: 2x4 SPF Stud WEDGE Right: 2x4 SPF Stud BRACING- TOP CHORD Sheathed 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 1-12, 2-12 REACTIONS.(lb/size)12=655/Mechanical, 9=1201/0-3-8, 6=501/0-3-0 Max Horz 12=-331(LC 13) Max Uplift 12=-160(LC 13), 6=-47(LC 13) Max Grav 12=886(LC 20), 9=1276(LC 20), 6=501(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-302/66, 2-3=-540/0, 5-6=-453/55 BOT CHORD 11-12=0/432, 9-11=0/266, 8-9=0/306, 6-8=0/361 WEBS 2-12=-681/159, 3-9=-862/0, 5-9=-555/127 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 23-6-12, Exterior(2) 23-6-12 to 26-6-12 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) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 3x4 MT20 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, with BCDL = 10.0psf. 8) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=160. 11) One RT4 USP 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. May 10,2019 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 1901305 Truss CGE01 Truss Type GABLE Qty 1 Ply 1 Clearwater Model - WWN4 (1901305) Job Reference (optional) I37050674 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 10 10:50:53 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:KhZQ_KhGJEcVauCz8Bk3u5zIdYj-oOsPLDGkkzIGBp?lyfS9hiVZnevnWJEPP?FVvgzHwaW Scale = 1:68.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 43 44 45 46 2x4 2x4 3x6 5x6 5x6 3x6 3x6 38-4-0 38-4-0 14-1-0 14-1-0 38-4-0 24-3-0 39-4-0 1-0-0 10-6-00-4-1210-6-05.00 12 Plate Offsets (X,Y)-- [8:0-3-0,0-2-4], [35:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.12 0.07 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.02 (loc) 22 22 21 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 244 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 *Except* 12-31,13-30,14-28,16-27,17-26,18-25,19-24,20-23: 2x4 SPF Stud BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-42, 2-41, 3-40, 4-39, 5-38, 6-37, 7-36, 8-35, 9-34, 10-33 REACTIONS.All bearings 38-4-0. (lb) - Max Horz 42=-317(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 42, 41, 40, 39, 38, 37, 36, 35, 34, 33, 32, 31, 30, 28, 27, 26, 25, 24, 23 Max Grav All reactions 250 lb or less at joint(s) 42, 35, 26, 25, 24, 23, 21 except 41=276(LC 27), 40=265(LC 27), 39=265(LC 27), 38=265(LC 27), 37=262(LC 27), 36=284(LC 27), 34=275(LC 28), 33=263(LC 28), 32=266(LC 28), 31=263(LC 28), 30=265(LC 28), 28=266(LC 28), 27=256(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 16-17=-254/85, 17-18=-284/95, 18-19=-315/106, 19-20=-344/115, 20-21=-391/133 BOT CHORD 41-42=-116/402, 40-41=-116/402, 39-40=-116/402, 38-39=-116/402, 37-38=-116/402, 36-37=-116/402, 35-36=-116/402, 34-35=-115/401, 33-34=-115/401, 32-33=-115/401, 31-32=-115/401, 30-31=-115/401, 28-30=-115/401, 27-28=-115/401, 26-27=-115/401, 25-26=-115/401, 24-25=-115/401, 23-24=-115/401, 21-23=-115/401 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-1-12 to 3-1-12, Exterior(2) 3-1-12 to 11-1-0, Corner(3) 11-1-0 to 17-1-0, Exterior(2) 17-1-0 to 36-4-0, Corner(3) 36-4-0 to 39-4-0 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 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) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 7) All plates are 1.5x4 MT20 unless otherwise indicated. 8) Gable requires continuous bottom chord bearing. 9) Gable studs spaced at 2-0-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 12) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. Continued on page 2 May 10,2019 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 1901305 Truss CGE01 Truss Type GABLE Qty 1 Ply 1 Clearwater Model - WWN4 (1901305) Job Reference (optional) I37050674 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 10 10:50:53 2019 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:KhZQ_KhGJEcVauCz8Bk3u5zIdYj-oOsPLDGkkzIGBp?lyfS9hiVZnevnWJEPP?FVvgzHwaW NOTES- 13) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 42, 41, 40, 39, 38, 37, 36, 35, 34, 33, 32, 31, 30, 28, 27, 26, 25, 24, 23. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge 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 1901305 Truss CT01 Truss Type Piggyback Base Qty 4 Ply 1 Clearwater Model - WWN4 (1901305) Job Reference (optional) I37050675 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 10 10:50:55 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:KhZQ_KhGJEcVauCz8Bk3u5zIdYj-kn_9mvH_GaZ_R79834Udm7ai4SPU_3DisJkb_ZzHwaU Scale = 1:65.3 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 19 20 21 22 23 24 25 26 27 28 29 3x6 6x6 5x9 3x6 6x10 1.5x4 6x6 4x4 4x4 3x4 3x4 1.5x4 5x9 WB 5x6 7-0-8 7-0-8 14-1-0 7-0-8 20-0-4 5-11-4 29-10-15 9-10-11 38-4-0 8-5-1 7-0-8 7-0-8 14-1-0 7-0-8 20-0-4 5-11-4 25-11-7 5-11-4 31-10-11 5-11-4 38-4-0 6-5-5 39-4-0 1-0-0 10-6-00-4-1210-6-05.00 12 Plate Offsets (X,Y)-- [3:0-6-0,0-2-4], [8:0-0-10,Edge], [13:0-2-4,0-3-4] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.90 0.89 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.41 -0.74 0.13 (loc) 10-12 10-12 8 l/defl >999 >616 n/a L/d 240 180 n/a PLATES MT20 Weight: 192 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3: 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 *Except* 1-15: 2x4 SPF 1650F 1.5E, 5-10,7-10: 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Sheathed or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-8 max.): 1-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-15, 2-14, 3-14, 4-13, 5-12 REACTIONS.(lb/size)15=1718/Mechanical, 8=1789/0-3-8 Max Horz 15=-317(LC 13) Max Uplift 15=-83(LC 9), 8=-59(LC 13) Max Grav 15=1931(LC 27), 8=2052(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-15=-1869/132, 1-2=-1064/56, 2-3=-1064/56, 3-4=-1936/76, 4-5=-2928/66, 5-7=-4134/96, 7-8=-4393/103 BOT CHORD 14-15=-109/317, 13-14=0/1673, 12-13=0/2589, 10-12=0/3354, 8-10=-30/3982 WEBS 1-14=-99/1878, 2-14=-924/150, 3-14=-1228/105, 3-13=-41/1294, 4-13=-1511/134, 4-12=0/864, 5-12=-1022/139, 5-10=0/640, 7-10=-407/137 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 11-1-0, Exterior(2) 11-1-0 to 17-1-0, Interior(1) 17-1-0 to 36-4-0, Exterior(2) 36-4-0 to 39-4-0 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 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15. 11) One RT4 USP 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. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 10,2019 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 1901305 Truss CT02 Truss Type PIGGYBACK BASE Qty 9 Ply 1 Clearwater Model - WWN4 (1901305) Job Reference (optional) I37050676 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 10 10:50:59 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:KhZQ_KhGJEcVauCz8Bk3u5zIdYj-dYDgcHKVKp3PvkSvIvYZwzlUI3lgwscInxip7KzHwaQ Scale = 1:81.3 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 24 25 26 27 28 29 30 31 32 33 2x4 4x6 5x9 3x6 3x6 2x4 2x4 6x10 1.5x4 5x9 3x12 MT18HS 3x6 4x8 1.5x4 3x4 4x4 4x8 3x4 1.5x4 4x8 7-0-8 7-0-8 14-1-0 7-0-8 20-10-4 6-9-4 27-7-8 6-9-4 35-0-8 7-5-0 36-8-4 1-7-12 38-4-0 1-7-12 7-0-8 7-0-8 14-1-0 7-0-8 20-10-4 6-9-4 27-7-8 6-9-4 35-0-8 7-5-0 36-8-4 1-7-12 38-4-0 1-7-12 39-4-0 1-0-0 10-6-00-4-120-6-010-6-05.00 12 Plate Offsets (X,Y)-- [3:0-6-12,0-2-8], [8:0-5-11,0-1-7], [12:0-4-8,Edge], [14:0-4-4,0-2-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.56 0.94 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.27 -0.48 0.13 (loc) 13-14 13-14 9 l/defl >999 >958 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 206 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 6-15: 2x4 SPF Stud, 8-14: 2x4 SPF 1650F 1.5E, 12-13: 2x10 SP No.2 WEBS 2x4 SPF No.2 *Except* 14-16,8-11,7-13: 2x4 SPF Stud BRACING- TOP CHORD Sheathed or 3-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-20, 2-19, 3-19, 4-17 REACTIONS.(lb/size)20=859/Mechanical, 9=895/0-3-8 Max Horz 20=-158(LC 13) Max Uplift 20=-42(LC 9), 9=-29(LC 13) Max Grav 20=965(LC 27), 9=1026(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-934/66, 1-2=-532/28, 2-3=-532/28, 3-4=-983/36, 4-6=-2215/85, 6-7=-2234/41, 7-8=-3466/28, 8-9=-1681/47 BOT CHORD 17-19=0/839, 16-17=0/1359, 6-14=-339/82, 13-14=-47/2984, 8-13=0/1659, 12-13=0/315, 11-12=-29/1482, 9-11=-29/1469 WEBS 1-19=-50/939, 2-19=-461/75, 3-19=-620/51, 3-17=-15/632, 4-17=-774/75, 14-16=0/1119, 4-14=-66/898, 7-14=-969/68, 8-11=-408/0, 7-13=0/487 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 11-1-0, Exterior(2) 11-1-0 to 17-1-0, Interior(1) 17-1-0 to 36-4-0, Exterior(2) 36-4-0 to 39-4-0 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 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 10) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20. 12) One RT4 USP 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. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 10,2019 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 1901305 Truss CT04 Truss Type Roof Special Qty 1 Ply 1 Clearwater Model - WWN4 (1901305) Job Reference (optional) I37050677 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 10 10:51:01 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:KhZQ_KhGJEcVauCz8Bk3u5zIdYj-ZxLR0yMlsQJ792cHQKb1?OqnLsRfOu?aEFBwCDzHwaO Scale = 1:58.81 2 3 4 5 6 7 8 15 14 13 12 11 10 9 19 20 21 22 3x4 3x4 3x6 2x4 3x4 12x12 3x4 5x9 4x4 8x12 MT20HS 4x4 5x6 1.5x4 5-5-8 5-5-8 10-7-8 5-2-0 18-0-8 7-5-0 19-8-4 1-7-12 21-4-0 1-7-12 5-5-8 5-5-8 10-7-8 5-2-0 18-0-8 7-5-0 19-8-4 1-7-12 21-4-0 1-7-12 22-4-0 1-0-0 9-3-70-4-120-6-05.00 12 Plate Offsets (X,Y)-- [6:0-0-8,0-5-2], [10:0-3-10,0-0-0], [11:0-0-14,0-1-12] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.66 0.90 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.42 0.10 (loc) 11-12 11-12 7 l/defl >999 >601 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 111 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-13: 2x4 SPF Stud, 6-12: 2x4 SPF 1650F 1.5E, 10-11: 2x8 SP No.2 WEBS 2x4 SPF No.2 *Except* 2-14,12-14,6-9,5-11: 2x4 SPF Stud WEDGE Right: 2x4 SP No.3 BRACING- TOP CHORD Sheathed or 2-10-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14. WEBS 1 Row at midpt 1-15, 2-15, 5-12 REACTIONS.(lb/size)15=952/Mechanical, 7=1025/0-3-8 Max Horz 15=-278(LC 13) Max Uplift 15=-123(LC 13), 7=-24(LC 13) Max Grav 15=1158(LC 20), 7=1063(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1547/54, 3-5=-1637/0, 5-6=-3304/0, 6-7=-1576/30 BOT CHORD 14-15=0/694, 3-12=-445/148, 11-12=0/2966, 6-11=0/1670, 10-11=0/299, 9-10=0/1374, 7-9=-0/1362 WEBS 2-15=-1102/122, 12-14=0/594, 2-12=-96/1070, 5-12=-1555/121, 6-9=-358/0, 5-11=0/559 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 19-4-0, Exterior(2) 19-4-0 to 22-4-0 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 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 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, with BCDL = 10.0psf. 8) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=123. 11) One RT4 USP 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. May 10,2019 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 1901305 Truss DGE01 Truss Type GABLE Qty 1 Ply 1 Clearwater Model - WWN4 (1901305) Job Reference (optional) I37050678 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 10 10:51:03 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:KhZQ_KhGJEcVauCz8Bk3u5zIdYj-VJTBReN?N2ZrOMmgXldV5pvFQgKmrrbtiZg0G5zHwaM Scale = 1:45.0 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 23 24 3x4 3x4 3x4 20-3-0 20-3-0 20-3-0 20-3-0 21-3-0 1-0-0 8-10-00-4-125.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.17 0.09 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.01 (loc) 11 12 11 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 99 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 Stud *Except* 2-21: 2x4 SPF No.2 BRACING- TOP CHORD Sheathed 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 1-22 REACTIONS.All bearings 20-3-0. (lb) - Max Horz 22=-265(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 22, 21, 20, 19, 18, 16, 15, 14, 13 Max Grav All reactions 250 lb or less at joint(s) 22, 20, 19, 18, 16, 15, 14, 11 except 21=289(LC 20), 13=345(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 9-10=-251/79, 10-11=-316/115 BOT CHORD 21-22=-95/343, 20-21=-95/343, 19-20=-95/343, 18-19=-95/343, 16-18=-95/343, 15-16=-95/343, 14-15=-95/343, 13-14=-95/343, 11-13=-95/343 WEBS 10-13=-254/115 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-1-12 to 3-1-12, Exterior(2) 3-1-12 to 18-3-0, Corner(3) 18-3-0 to 21-3-0 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 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) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22, 21, 20, 19, 18, 16, 15, 14, 13. May 10,2019 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 1901305 Truss DGE02 Truss Type GABLE Qty 1 Ply 1 Clearwater Model - WWN4 (1901305) Job Reference (optional) I37050679 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 10 10:51:06 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:KhZQ_KhGJEcVauCz8Bk3u5zIdYj-wu8K4gQugzxQFpUFDuACiSXmitLe2COJOXvhtQzHwaJ Scale = 1:44.3 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 22 23 3x4 3x4 3x4 19-11-8 19-11-8 19-11-8 19-11-8 8-10-00-6-35.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.17 0.08 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 11 l/defl n/a n/a n/a L/d 999 999 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 OTHERS 2x4 SPF Stud *Except* 2-20: 2x4 SPF No.2 BRACING- TOP CHORD Sheathed 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 1-21 REACTIONS.All bearings 19-11-8. (lb) - Max Horz 21=-256(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 21, 20, 19, 18, 17, 15, 14, 13, 12 Max Grav All reactions 250 lb or less at joint(s) 21, 19, 18, 17, 15, 14, 13, 11 except 20=286(LC 19), 12=336(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 10-11=-332/117 BOT CHORD 20-21=-98/334, 19-20=-98/334, 18-19=-98/334, 17-18=-98/334, 15-17=-98/334, 14-15=-98/334, 13-14=-98/334, 12-13=-98/334, 11-12=-98/334 WEBS 10-12=-250/158 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-1-12 to 3-1-12, Exterior(2) 3-1-12 to 16-11-8, Corner(3) 16-11-8 to 19-11-8 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 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) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21, 20, 19, 18, 17, 15, 14, 13, 12. May 10,2019 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 1901305 Truss DT01 Truss Type Roof Special Qty 10 Ply 1 Clearwater Model - WWN4 (1901305) Job Reference (optional) I37050680 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 10 10:51:08 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:KhZQ_KhGJEcVauCz8Bk3u5zIdYj-sHG4UMR8CaB8V7eeKIDgotdyuhvgWzscrrOnxJzHwaH Scale: 1/4"=1'1 2 3 4 5 6 10 9 8 7 14 15 16 4x4 3x4 3x4 3x4 3x4 3x4 3x4 1.5x4 4x4 6-9-5 6-9-5 13-3-2 6-5-13 20-3-0 6-11-14 6-9-5 6-9-5 13-3-2 6-5-13 20-3-0 6-11-14 21-3-0 1-0-0 8-10-00-4-125.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.83 0.62 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.17 0.04 (loc) 7-13 7-13 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 86 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 1-10,2-10: 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 3-7-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-10, 2-10 REACTIONS.(lb/size)10=903/Mechanical, 5=976/0-3-8 Max Horz 10=-264(LC 13) Max Uplift 10=-116(LC 13), 5=-23(LC 13) Max Grav 10=1103(LC 20), 5=1016(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-302/69, 2-4=-1026/0, 4-5=-1774/0 BOT CHORD 9-10=0/876, 7-9=0/1563, 5-7=0/1563 WEBS 2-10=-1133/128, 2-9=0/505, 4-9=-786/108, 4-7=0/274 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 18-3-0, Exterior(2) 18-3-0 to 21-3-0 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 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=116. 10) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 5. This connection is for uplift only and does not consider lateral forces. May 10,2019 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 1901305 Truss DT02 Truss Type Roof Special Qty 3 Ply 1 Clearwater Model - WWN4 (1901305) Job Reference (optional) I37050681 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 10 10:51:09 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:KhZQ_KhGJEcVauCz8Bk3u5zIdYj-KTqSiiSmzuJ?6HDqu0kvK497h5FlFXqm4V7LUlzHwaG Scale = 1:51.61 2 3 4 5 9 8 7 6 13 14 15 4x4 3x4 6x8 3x4 4x8 1.5x4 1.5x4 4x4 5-2-6 5-2-6 10-1-4 4-10-14 19-11-8 9-10-4 6-9-5 6-9-5 13-3-2 6-5-13 19-11-8 6-8-6 8-10-00-6-35.00 12 Plate Offsets (X,Y)-- [5:0-0-13,0-2-0], [7:0-2-0,0-3-0], [7:0-0-0,0-1-12] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.83 0.63 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.42 -0.01 (loc) 6-12 6-12 5 l/defl >597 >283 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 Stud *Except* 1-9,2-9: 2x4 SPF No.2 BRACING- TOP CHORD Sheathed 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 1-9, 2-9 REACTIONS.(lb/size)9=502/Mechanical, 6=783/0-3-8, 5=498/Mechanical Max Horz 9=-250(LC 13) Max Uplift 9=-114(LC 13), 6=-5(LC 13), 5=-5(LC 13) Max Grav 9=654(LC 19), 6=835(LC 19), 5=504(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-300/69, 2-4=-299/5, 4-5=-621/26 BOT CHORD 8-9=0/367, 6-8=0/350, 5-6=0/523 WEBS 2-9=-461/117, 2-6=-367/49, 4-6=-503/148 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 16-11-8, Exterior(2) 16-11-8 to 19-11-8 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 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 9=114. 9) One RT4 USP 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. May 10,2019 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 1901305 Truss DT03 Truss Type Roof Special Qty 6 Ply 1 Clearwater Model - WWN4 (1901305) Job Reference (optional) I37050682 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 10 10:51:11 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:KhZQ_KhGJEcVauCz8Bk3u5zIdYj-GsyD7NU0VVaiMaNC?RmNPVETOusRjPN3XpcSYezHwaE Scale = 1:49.8 1 2 3 4 5 7 6 11 12 13 14 15 4x4 3x4 3x6 3x4 6x10 1.5x4 3x6 10-0-3 10-0-3 19-11-8 9-11-5 6-9-5 6-9-5 13-3-2 6-5-13 19-11-8 6-8-6 8-10-00-6-35.00 12 Plate Offsets (X,Y)-- [5:0-0-0,0-0-11] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.81 0.87 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.29 -0.51 0.03 (loc) 6-7 6-7 5 l/defl >829 >467 n/a L/d 240 180 n/a PLATES MT20 Weight: 80 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* 2-6,4-6: 2x4 SPF Stud WEDGE Right: 2x4 SP No.3 BRACING- TOP CHORD Sheathed or 3-11-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-7, 2-7 REACTIONS.(lb/size)7=892/Mechanical, 5=892/Mechanical Max Horz 7=-250(LC 13) Max Uplift 7=-117(LC 13), 5=-7(LC 13) Max Grav 7=1069(LC 19), 5=924(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-7=-295/70, 2-4=-1276/0, 4-5=-1652/25 BOT CHORD 6-7=0/822, 5-6=0/1449 WEBS 2-7=-1059/155, 2-6=0/628, 4-6=-476/154 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 16-11-8, Exterior(2) 16-11-8 to 19-11-8 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 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 7=117. May 10,2019 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 1901305 Truss EGR01 Truss Type Common Girder Qty 1 Ply 2 Clearwater Model - WWN4 (1901305) Job Reference (optional) I37050683 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 10 10:51:12 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:KhZQ_KhGJEcVauCz8Bk3u5zIdYj-k2WbKjUfGpiZzkyPZ8HcyjnmYIEjSl9CmSM?44zHwaD Scale = 1:45.5 1 2 3 4 5 8 7 61516171819202122 23 24 25 4x8 5x9 4x8 6x8 2x4 4x6 10x12 2x4 JUS24 JUS24 JUS24 JUS26 JUS26 JUS26 JUS26 JUS26 JUS26 6-4-4 6-4-4 12-7-15 6-3-11 19-2-8 6-6-9 6-4-4 6-4-4 9-5-4 3-1-0 12-7-15 3-2-11 19-2-8 6-6-9 0-10-77-1-150-7-128.00 12 Plate Offsets (X,Y)-- [5:0-3-7,0-2-0], [6:0-3-8,0-6-4] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.27 0.74 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.10 0.01 (loc) 6-14 6-14 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 252 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x8 SP No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=864/0-3-8, 5=2945/0-3-8, 8=4794/0-3-8 (req. 0-3-12) Max Horz 1=-126(LC 19) Max Uplift 1=-17(LC 9), 5=-71(LC 9), 8=-125(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-321/56, 2-3=-369/117, 3-4=-3430/215, 4-5=-3393/101 BOT CHORD 6-8=-0/1018, 5-6=0/2785 WEBS 2-8=-460/173, 3-8=-1886/22, 3-6=-192/4020, 4-6=-430/167 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: 2x8 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) WARNING: Required bearing size at joint(s) 8 greater than input bearing size. 8) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 9) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1, 5, and 8. This connection is for uplift only and does not consider lateral forces. 10) Use USP JUS24 (With 10d nails into Girder & 10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-1-12 from the left end to 5-1-12 to connect truss(es) to back face of bottom chord. 11) Use USP JUS26 (With 10d nails into Girder & 10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 7-1-12 from the left end to 17-1-12 to connect truss(es) to back face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 May 10,2019 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 1901305 Truss EGR01 Truss Type Common Girder Qty 1 Ply 2 Clearwater Model - WWN4 (1901305) Job Reference (optional) I37050683 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 10 10:51:12 2019 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:KhZQ_KhGJEcVauCz8Bk3u5zIdYj-k2WbKjUfGpiZzkyPZ8HcyjnmYIEjSl9CmSM?44zHwaD LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-70, 3-5=-70, 9-12=-20 Concentrated Loads (lb) Vert: 15=-484(B) 16=-484(B) 17=-484(B) 18=-904(B) 20=-904(B) 22=-904(B) 23=-904(B) 24=-904(B) 25=-904(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1901305 Truss FGE01 Truss Type GABLE Qty 1 Ply 1 Clearwater Model - WWN4 (1901305) Job Reference (optional) I37050684 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 10 10:51:15 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:KhZQ_KhGJEcVauCz8Bk3u5zIdYj-9dBjylXXZk48qCg_EHrJaLPE6WFbfAheSQafhPzHwaA Scale = 1:50.3 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 20 19 18 17 16 15 14 32 33 21 5x9 4x4 4x8 4x8 6-8-8 6-8-8 6-10-4 0-1-12 9-10-4 3-0-0 19-8-8 9-10-4 -1-0-0 1-0-0 5-0-14 5-0-14 9-10-4 4-9-6 14-7-10 4-9-6 19-8-8 5-0-14 20-8-8 1-0-0 0-7-127-2-90-7-128.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [2:0-2-2,0-3-7], [12:0-2-2,0-3-7], [12:0-3-8,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.51 0.80 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.01 0.01 (loc) 19-21 19-21 21 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 92 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud, Right: 2x4 SPF Stud BRACING- TOP CHORD Sheathed or 10-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-10-15 oc bracing. REACTIONS.All bearings 13-0-0 except (jt=length) 21=0-3-8. (lb) - Max Horz 12=-140(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 17, 16, 15, 14 except 12=-220(LC 1), 19=-365(LC 1), 21=-203(LC 10), 12=-220(LC 1) Max Grav All reactions 250 lb or less at joint(s) 12, 19, 17, 16, 15 except 18=738(LC 1), 14=277(LC 1), 21=948(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-242/516, 3-4=-226/553, 4-5=-228/632, 5-6=-138/541, 6-7=-90/517, 7-8=-99/533, 8-9=-149/561, 9-10=-187/555, 10-11=-222/552, 11-12=-269/571 BOT CHORD 2-24=-430/261, 23-24=-430/261, 22-23=-430/261, 21-22=-430/261, 19-21=-430/261, 18-19=-430/261, 17-18=-430/261, 16-17=-430/261, 15-16=-430/261, 14-15=-430/261, 12-14=-430/261 WEBS 7-18=-632/110, 5-22=-304/137 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 1-10-4, Interior(1) 1-10-4 to 6-10-4, Exterior(2) 6-10-4 to 12-10-4, Interior(1) 12-10-4 to 17-8-8, Exterior(2) 17-8-8 to 20-8-8 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 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) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 10) One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 12, 19, 17, 16, 15, and 14. This connection is for uplift only and does not consider lateral forces. Continued on page 2 May 10,2019 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 1901305 Truss FGE01 Truss Type GABLE Qty 1 Ply 1 Clearwater Model - WWN4 (1901305) Job Reference (optional) I37050684 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 10 10:51:15 2019 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:KhZQ_KhGJEcVauCz8Bk3u5zIdYj-9dBjylXXZk48qCg_EHrJaLPE6WFbfAheSQafhPzHwaA NOTES- 11) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 21. This connection is for uplift only and does not consider lateral forces. 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 1901305 Truss GGE01 Truss Type Roof Special Supported Gable Qty 1 Ply 1 Clearwater Model - WWN4 (1901305) Job Reference (optional) I37050685 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 10 10:51:18 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:KhZQ_KhGJEcVauCz8Bk3u5zIdYj-ZCtsbmZPreSjhfPZwPO0B_1jjjPHsfS58OpJIkzHwa7 Scale = 1:43.9 1 2 3 4 5 6 7 8 9 10 11 12 25 24 23 22 21 20 19 18 17 16 15 14 13 26 27 28 29 30 31 3x6 4x4 4x4 4x8 3x4 3x4 5-4-11 5-4-11 24-5-8 19-0-13 14-10-8 14-10-8 24-5-8 9-7-0 0-8-96-10-150-9-92-1-85.00 12 5.00 12 Plate Offsets (X,Y)-- [3:0-2-0,Edge], [12:0-0-12,0-1-12], [13:0-0-0,0-1-12] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.55 0.22 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 13 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 84 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 24-5-8. (lb) - Max Horz 25=118(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 13, 20, 21, 22, 17, 16, 15, 14 except 23=-155(LC 12) Max Grav All reactions 250 lb or less at joint(s) 13, 24, 19, 20, 21, 22, 16, 15, 14 except 25=251(LC 1), 23=496(LC 18), 17=250(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-25=-274/132, 2-4=-258/181, 6-7=-205/256, 7-8=-198/257 WEBS 2-23=-492/229 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-1-12 to 3-1-12, Exterior(2) 3-1-12 to 11-10-8, Corner(3) 11-10-8 to 17-10-8, Exterior(2) 17-10-8 to 21-3-12, Corner(3) 21-3-12 to 24-3-12 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) 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) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 20, 21, 22, 17, 16, 15, 14 except (jt=lb) 23=155. 13) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 13, 24, 19, 20, 21, 22, 23, 17, 16, 15, 14. May 10,2019 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 1901305 Truss GT01 Truss Type Roof Special Qty 10 Ply 1 Clearwater Model - WWN4 (1901305) Job Reference (optional) I37050686 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 10 10:51:19 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:KhZQ_KhGJEcVauCz8Bk3u5zIdYj-1OREo6a2cyaaJp_lT6vFkBapT7a1b0OEN2YtqAzHwa6 Scale = 1:43.1 2 3 4 5 6 7 8 9 1 17 18 19 20 6x8 8x12 MT20HS 4x8 3x4 6x10 6x10 6x6 1.5x4 5-4-11 5-4-11 14-10-8 9-5-13 24-5-8 9-7-0 5-4-11 5-4-11 10-1-10 4-8-14 14-10-8 4-8-14 19-6-4 4-7-12 24-5-8 4-11-4 0-8-96-10-150-9-92-1-85.00 12 Plate Offsets (X,Y)-- [9:0-4-0,0-3-4] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.87 0.96 0.45 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.41 -0.80 0.34 (loc) 9-16 9-16 8 l/defl >707 >365 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 117 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x10 SP No.2 *Except* 5-8: 2x4 SPF No.2, 1-4: 2x10 SP DSS BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud SLIDER Right 2x4 SPF Stud 2-6-0 BRACING- TOP CHORD Sheathed or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 3-9 REACTIONS.(lb/size)8=1098/0-3-8, 1=1114/0-3-8 Max Horz 1=125(LC 12) Max Uplift 8=-8(LC 13), 1=-26(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-410/36, 2-3=-2977/158, 3-5=-1721/105, 5-6=-1645/109, 6-8=-1882/144 BOT CHORD 2-9=-165/3026, 8-9=-84/1685 WEBS 3-9=-1698/189, 5-9=0/984, 6-9=-342/125 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 11-10-8, Exterior(2) 11-10-8 to 17-10-8, Interior(1) 17-10-8 to 21-5-8, Exterior(2) 21-5-8 to 24-5-8 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 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 8 and 1. This connection is for uplift only and does not consider lateral forces. May 10,2019 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 1901305 Truss HGE01 Truss Type Monopitch Structural Gable Qty 1 Ply 1 Clearwater Model - WWN4 (1901305) Job Reference (optional) I37050687 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 10 10:51:20 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:KhZQ_KhGJEcVauCz8Bk3u5zIdYj-Vb?c0SbgNGiRxzZx1qRUHP68lX4AKaeNciIQNczHwa5 Scale = 1:28.2 2 3 4 1 8 9 10 3x6 1.5x4 5x6 11-7-8 6-3-5 5-4-3 5-4-3 11-7-8 6-3-5 0-8-135-6-153-5-72-1-85.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MP 0.20 0.26 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.05 -0.00 (loc) 4-7 4-7 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 61 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x10 SP No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 0-3-8 except (jt=length) 1=0-3-0, 4=6-3-5. (lb) - Max Horz 1=143(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 4, 2 Max Grav All reactions 250 lb or less at joint(s) 1 except 4=269(LC 19), 2=710(LC 19), 2=666(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) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-8 to 3-1-8, Interior(1) 3-1-8 to 8-5-12, Exterior(2) 8-5-12 to 11-5-12 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) 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) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 9) One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 4. This connection is for uplift only and does not consider lateral forces. 10) One RT4 USP 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. May 10,2019 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 1901305 Truss IGR01 Truss Type Piggyback Base Qty 1 Ply 1 Clearwater Model - WWN4 (1901305) Job Reference (optional) I37050688 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 10 10:51:21 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:KhZQ_KhGJEcVauCz8Bk3u5zIdYj-_nY?DobI8ZqIY787bXyjpcfCcwOz3zVXrM1zv3zHwa4 Scale = 1:59.8 1 2 3 6 5 4 7 8 9 10 2x4 2x4 4x8 4x4 1.5x4 4x4 7-0-8 7-0-8 14-1-0 7-0-8 7-0-8 7-0-8 14-1-0 7-0-8 10-6-0LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.70 0.41 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.14 0.00 (loc) 5-6 5-6 4 l/defl >999 >999 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 2-0-0 oc purlins (6-0-0 max.): 1-3, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-6, 3-4, 2-5 REACTIONS.(lb/size)6=621/Mechanical, 4=621/Mechanical Max Uplift 6=-43(LC 6), 4=-43(LC 6) Max Grav 6=662(LC 2), 4=662(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-562/75, 1-2=-257/18, 2-3=-257/18, 3-4=-562/75 WEBS 1-5=-31/444, 2-5=-576/152, 3-5=-31/444 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 10-11-4, Exterior(2) 10-11-4 to 13-11-4 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) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 10,2019 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 1901305 Truss IGR02 Truss Type Flat Girder Qty 2 Ply 1 Clearwater Model - WWN4 (1901305) Job Reference (optional) I37050689 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 10 10:51:21 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:KhZQ_KhGJEcVauCz8Bk3u5zIdYj-_nY?DobI8ZqIY787bXyjpcfMrwOm31uXrM1zv3zHwa4 Scale = 1:50.8 1 2 4 35 2x4 3x4 1.5x4 4x4 HUS26 1-10-8 1-10-8 1-10-8 1-10-8 9-3-7LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-MP 0.05 0.43 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 3-4 3-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 35 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 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-4, 2-3, 1-3 REACTIONS.(lb/size)4=642/Mechanical, 3=643/Mechanical Max Uplift 4=-71(LC 4), 3=-71(LC 4) 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) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 3. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Use USP HUS26 (With 16d nails into Girder & 16d nails into Truss) or equivalent at 0-11-4 from the left end to connect truss(es) to back face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 12) 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 + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-70, 3-4=-20 Concentrated Loads (lb) Vert: 5=-1142(B) May 10,2019 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 1901305 Truss IGR03 Truss Type Piggyback Base Girder Qty 2 Ply 1 Clearwater Model - WWN4 (1901305) Job Reference (optional) I37050690 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 10 10:51:24 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:KhZQ_KhGJEcVauCz8Bk3u5zIdYj-OME7rqeARUCsPasiGgVQRFHhQ8H5GCwzXKGeWNzHwa1 Scale = 1:81.0 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 24 25 26 27 28 29 30 31 32 33 34 3x4 5x6 5x9 3x6 4x8 4x4 3x4 10x16 4x8 6x12 MT20HS 5x16 MT18HS 4x8 6x10 1.5x4 8x12 MT20HS 4x4 4x8 3x6 3x4 4x6 JUS24 JUS24 7-0-8 7-0-8 14-1-0 7-0-8 20-10-4 6-9-4 27-7-8 6-9-4 32-7-0 4-11-8 35-0-8 2-5-8 36-8-4 1-7-12 38-4-0 1-7-12 7-0-8 7-0-8 14-1-0 7-0-8 20-10-4 6-9-4 27-7-8 6-9-4 32-7-0 4-11-8 35-0-8 2-5-8 36-8-4 1-7-12 38-4-0 1-7-12 39-4-0 1-0-0 10-6-00-4-120-6-010-6-05.00 12 Plate Offsets (X,Y)-- [3:0-6-12,0-2-8], [8:0-2-12,0-2-0], [10:0-3-5,0-1-0], [12:0-3-5,1-6-4], [13:0-4-0,0-0-6], [15:0-5-0,0-5-0], [18:0-3-8,0-4-12] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.79 0.90 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.32 -0.50 0.11 (loc) 17-18 17-18 10 l/defl >999 >909 n/a L/d 240 180 n/a PLATES MT20 MT20HS MT18HS Weight: 256 lb FT = 20% GRIP 197/144 148/108 244/190 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x10 SP No.2 *Except* 19-21: 2x6 SPF No.2, 13-15,10-13: 2x8 SP No.2 16-19: 2x6 SPF 1650F 1.5E WEBS 2x4 SPF No.2 *Except* 4-17,15-17,9-12,7-15,7-14,8-14: 2x4 SPF Stud BRACING- TOP CHORD Sheathed or 2-6-11 oc purlins, except end verticals, and 2-0-0 oc purlins (5-0-8 max.): 1-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 6-0-0 oc bracing: 15-16 WEBS 1 Row at midpt 2-20, 4-18 2 Rows at 1/3 pts 1-21, 3-20 REACTIONS.(lb/size)21=1614/Mechanical, 10=1407/0-3-8 Max Horz 21=-158(LC 13) Max Uplift 21=-132(LC 9), 10=-91(LC 13) Max Grav 21=1722(LC 27), 10=1539(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-21=-1676/154, 1-2=-1042/89, 2-3=-1042/89, 3-4=-2132/174, 4-6=-3470/245, 6-7=-3671/215, 7-8=-4398/241, 8-9=-3715/205, 9-10=-3730/200 BOT CHORD 18-20=-40/1918, 17-18=-82/2620, 16-17=-62/1661, 14-15=-189/4053, 13-14=-204/4114, 12-13=-165/3337, 10-12=-166/3373 WEBS 1-20=-156/1838, 2-20=-461/75, 3-20=-1612/170, 3-18=-165/1889, 4-18=-1060/109, 4-17=0/337, 15-17=-26/963, 4-15=-62/764, 7-15=-731/56, 7-14=0/377 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 11-1-0, Exterior(2) 11-1-0 to 17-1-0, Interior(1) 17-1-0 to 36-4-0, Exterior(2) 36-4-0 to 39-4-0 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 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 10) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 21=132. 12) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 10. This connection is for uplift only and does not consider lateral forces. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Continued on page 2 May 10,2019 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 1901305 Truss IGR03 Truss Type Piggyback Base Girder Qty 2 Ply 1 Clearwater Model - WWN4 (1901305) Job Reference (optional) I37050690 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 10 10:51:24 2019 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:KhZQ_KhGJEcVauCz8Bk3u5zIdYj-OME7rqeARUCsPasiGgVQRFHhQ8H5GCwzXKGeWNzHwa1 NOTES- 14) Use USP JUS24 (With 10d nails into Girder & 10d nails into Truss) or equivalent spaced at 2-9-8 oc max. starting at 14-1-12 from the left end to 16-11-4 to connect truss(es) to back face of bottom chord. 15) Fill all nail holes where hanger is in contact with lumber. 16) 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 + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-35, 3-11=-35, 16-21=-10, 13-15=-10, 10-13=-10 Concentrated Loads (lb) Vert: 18=-635(B) 33=-635(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1901305 Truss PB Truss Type PIGGYBACK Qty 16 Ply 1 Clearwater Model - WWN4 (1901305) Job Reference (optional) I37050691 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 10 10:51:26 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:KhZQ_KhGJEcVauCz8Bk3u5zIdYj-KkMuGWfRz6Safu05O4XvWgM7Rx8zkHVG_elkaGzHwa? Scale = 1:27.9 1 2 3 4 5 8 7 6 10 11 9 1.5x4 4x4 1.5x4 3x4 1.5x4 1.5x4 1.5x4 14-1-0 14-1-0 3-0-8 3-0-8 14-1-0 11-0-8 3-2-84-7-30-1-80-4-10-1-85.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.44 0.23 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 0.01 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 43 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-8-3. (lb) - Max Horz 9=-112(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 8, 6 Max Grav All reactions 250 lb or less at joint(s) 8, 7 except 4=275(LC 1), 6=562(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-421/136 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 6-0-8, Interior(1) 6-0-8 to 10-8-7, Exterior(2) 10-8-7 to 13-8-7 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) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) Gable requires continuous bottom chord bearing. 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. May 10,2019 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 1901305 Truss PBE Truss Type Piggyback Qty 1 Ply 1 Clearwater Model - WWN4 (1901305) Job Reference (optional) I37050692 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 10 10:51:27 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:KhZQ_KhGJEcVauCz8Bk3u5zIdYj-oxwGUrg3kPbRG2bHxo383tvMGLWNTlTPDIUI6izHwa_ Scale = 1:27.5 1 2 3 4 5 6 7 8 14 13 12 11 10 9 16 17 15 4x4 3x4 14-1-0 14-1-0 3-0-8 3-0-8 14-1-0 11-0-8 3-2-84-7-30-1-80-4-10-1-85.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.18 0.09 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) 8 8 7 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 Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-8-3. (lb) - Max Horz 15=-112(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 14, 13, 11, 10, 9 Max Grav All reactions 250 lb or less at joint(s) 14, 7, 12, 13, 11, 10 except 9=351(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-9=-259/83 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 6-0-8, Interior(1) 6-0-8 to 10-8-7, Exterior(2) 10-8-7 to 13-8-7 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) 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) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 13, 11, 10, 9. 13) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. May 10,2019 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 1901305 Truss V Truss Type VALLEY Qty 2 Ply 1 Clearwater Model - WWN4 (1901305) Job Reference (optional) I37050693 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 10 10:51:28 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:KhZQ_KhGJEcVauCz8Bk3u5zIdYj-G7TehBhhVjjIuCAUVVaNb5SY8lsxC9IZSyEre9zHwZz Scale = 1:67.4 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 22 4x6 3x4 3x4 19-6-14 19-6-14 19-6-14 19-6-14 13-0-90-0-48.00 12 Plate Offsets (X,Y)-- [5:0-0-0,0-1-12], [5:0-3-0,0-2-4], [6:0-2-2,0-0-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.11 0.07 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 11 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 120 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 Stud *Except* 2-20,3-19,4-18: 2x4 SPF No.2 BRACING- TOP CHORD Sheathed 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 1-21, 2-20, 3-19, 4-18 REACTIONS.All bearings 19-6-8. (lb) - Max Horz 21=-382(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 21, 20, 19, 18, 17, 15, 14, 13, 12, 11 Max Grav All reactions 250 lb or less at joint(s) 21, 20, 19, 18, 17, 15, 14, 13, 11 except 12=261(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 7-8=-276/222, 8-9=-326/262, 9-10=-370/292, 10-11=-436/354 BOT CHORD 20-21=-299/382, 19-20=-299/382, 18-19=-299/382, 17-18=-299/382, 15-17=-299/382, 14-15=-299/382, 13-14=-299/382, 12-13=-299/382, 11-12=-299/382 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 16-1-1, Exterior(2) 16-1-1 to 19-1-1 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) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21, 20, 19, 18, 17, 15, 14, 13, 12, 11. May 10,2019 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 1901305 Truss V1 Truss Type VALLEY Qty 2 Ply 1 Clearwater Model - WWN4 (1901305) Job Reference (optional) I37050694 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 10 10:51:29 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:KhZQ_KhGJEcVauCz8Bk3u5zIdYj-lJ10uXiJG1r9WLlg3D5c8I_hu9BgxbuigczOAbzHwZy Scale = 1:63.2 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 4x6 3x4 3x4 18-11-6 18-11-6 18-11-6 18-11-6 12-7-90-0-48.00 12 Plate Offsets (X,Y)-- [3:0-0-0,0-1-12], [3:0-3-0,0-2-4], [4:0-2-2,0-0-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.23 0.17 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 84 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 Stud *Except* 2-12: 2x4 SPF No.2 BRACING- TOP CHORD Sheathed 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 1-13, 2-12 REACTIONS.All bearings 18-11-0. (lb) - Max Horz 13=-369(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 13, 12, 11, 9, 8, 7 Max Grav All reactions 250 lb or less at joint(s) 13, 7 except 12=539(LC 18), 11=465(LC 18), 9=432(LC 18), 8=312(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-257/211, 5-6=-357/292, 6-7=-432/351 BOT CHORD 12-13=-288/369, 11-12=-288/369, 9-11=-288/369, 8-9=-288/369, 7-8=-288/369 WEBS 2-12=-318/144, 4-11=-268/121, 5-9=-291/132 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 15-5-9, Exterior(2) 15-5-9 to 18-5-9 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) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 12, 11, 9, 8, 7. May 10,2019 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 1901305 Truss V2 Truss Type VALLEY Qty 1 Ply 1 Clearwater Model - WWN4 (1901305) Job Reference (optional) I37050695 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 10 10:51:37 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:KhZQ_KhGJEcVauCz8Bk3u5zIdYj-WsW2aGoKNUr0TaMCXuEUT_J02NvKpEutWrvqS7zHwZq Scale = 1:73.3 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 19 20 21 22 23 24 4x4 3x4 3x4 5x6 5x6 3x4 3x4 0-0-6 0-0-6 35-4-11 35-4-5 17-8-6 17-8-6 35-4-11 17-8-5 0-0-411-9-90-0-48.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-3-0], [6:0-0-0,0-0-0], [7:0-3-0,0-3-0], [8:0-0-0,0-0-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.35 0.18 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 141 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 5-14,4-15,6-13: 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-14, 4-15, 6-13 REACTIONS.All bearings 35-3-15. (lb) - Max Horz 1=222(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 15, 17, 13, 11 except 18=-105(LC 10), 10=-105(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 9 except 14=439(LC 20), 15=515(LC 17), 17=432(LC 17), 18=525(LC 17), 13=514(LC 18), 11=432(LC 18), 10=525(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-15=-313/142, 2-18=-365/161, 6-13=-313/142, 8-10=-365/160 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-5-12 to 4-0-3, Interior(1) 4-0-3 to 14-1-15, Exterior(2) 14-1-15 to 21-2-12, Interior(1) 21-2-12 to 31-4-8, Exterior(2) 31-4-8 to 34-10-15 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) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 15, 17, 13, 11 except (jt=lb) 18=105, 10=105. May 10,2019 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 1901305 Truss V3 Truss Type VALLEY Qty 1 Ply 1 Clearwater Model - WWN4 (1901305) Job Reference (optional) I37050696 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 10 10:51:38 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:KhZQ_KhGJEcVauCz8Bk3u5zIdYj-_24Qncpy8ozt5kxP5clj?CsD4nFHYej1lVfN_ZzHwZp Scale = 1:68.1 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 19 20 21 22 23 24 4x4 3x4 3x4 5x6 5x6 3x4 3x4 0-0-6 0-0-6 32-10-11 32-10-5 16-5-6 16-5-6 32-10-11 16-5-5 0-0-410-11-90-0-48.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-3-0], [6:0-0-0,0-0-0], [7:0-3-0,0-3-0], [8:0-0-0,0-0-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.20 0.14 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 128 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 5-14,4-15,6-13: 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-14 REACTIONS.All bearings 32-9-15. (lb) - Max Horz 1=206(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 15, 17, 18, 13, 11, 10 Max Grav All reactions 250 lb or less at joint(s) 1, 9 except 14=431(LC 20), 15=510(LC 17), 17=450(LC 17), 18=408(LC 17), 13=510(LC 18), 11=450(LC 18), 10=408(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-15=-308/140, 3-17=-263/120, 2-18=-299/133, 6-13=-308/140, 7-11=-263/120, 8-10=-299/133 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-5-12 to 3-9-3, Interior(1) 3-9-3 to 13-1-15, Exterior(2) 13-1-15 to 19-8-12, Interior(1) 19-8-12 to 29-1-8, Exterior(2) 29-1-8 to 32-4-15 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) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 15, 17, 18, 13, 11, 10. May 10,2019 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 1901305 Truss V4 Truss Type VALLEY Qty 1 Ply 1 Clearwater Model - WWN4 (1901305) Job Reference (optional) I37050697 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 10 10:51:39 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:KhZQ_KhGJEcVauCz8Bk3u5zIdYj-SEeo?ypav55kjuWbeJGyYPPOvBbMH5KAz9OwX0zHwZo Scale = 1:62.9 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 4x4 3x4 3x4 5x6 5x6 3x4 0-0-6 0-0-6 30-4-11 30-4-5 15-2-6 15-2-6 30-4-11 15-2-5 0-0-410-1-90-0-48.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-3-0], [6:0-0-0,0-0-0], [7:0-3-0,0-3-0], [8:0-0-0,0-0-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.20 0.15 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 115 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 5-14: 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-14 REACTIONS.All bearings 30-3-15. (lb) - Max Horz 1=-190(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 15, 16, 17, 12, 11, 10 Max Grav All reactions 250 lb or less at joint(s) 1, 9 except 14=421(LC 20), 15=512(LC 17), 16=413(LC 17), 17=325(LC 1), 12=512(LC 18), 11=413(LC 18), 10=325(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-15=-304/139, 3-16=-276/125, 6-12=-304/139, 7-11=-276/125 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-5-12 to 3-6-3, Interior(1) 3-6-3 to 12-1-15, Exterior(2) 12-1-15 to 18-2-12, Interior(1) 18-2-12 to 26-10-8, Exterior(2) 26-10-8 to 29-10-15 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) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 15, 16, 17, 12, 11, 10. May 10,2019 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 1901305 Truss V5 Truss Type VALLEY Qty 1 Ply 1 Clearwater Model - WWN4 (1901305) Job Reference (optional) I37050698 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 10 10:51:40 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:KhZQ_KhGJEcVauCz8Bk3u5zIdYj-wRCACIqDgPDbK25nC1oB5dxZgbxb0agKCp8U3SzHwZn Scale = 1:57.8 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 4x4 3x4 5x6 5x6 5x6 3x4 0-0-6 0-0-6 27-10-11 27-10-5 13-11-6 13-11-6 27-10-11 13-11-5 0-0-49-3-90-0-48.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-3-0], [6:0-0-0,0-0-0], [7:0-3-0,0-3-0], [8:0-0-0,0-0-0], [13:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.20 0.15 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 102 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 5-13: 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-13 REACTIONS.All bearings 27-9-15. (lb) - Max Horz 1=174(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1, 14, 15, 16, 12, 11, 10, 9 Max Grav All reactions 250 lb or less at joint(s) 1, 9 except 13=413(LC 20), 14=511(LC 17), 15=417(LC 17), 16=286(LC 1), 12=511(LC 18), 11=417(LC 18), 10=286(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-14=-303/139, 3-15=-278/126, 6-12=-303/139, 7-11=-278/126 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-5-12 to 3-5-12, Interior(1) 3-5-12 to 10-11-6, Exterior(2) 10-11-6 to 16-11-6, Interior(1) 16-11-6 to 24-4-15, Exterior(2) 24-4-15 to 27-4-15 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) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 14, 15, 16, 12, 11, 10, 9. May 10,2019 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 1901305 Truss V6 Truss Type VALLEY Qty 1 Ply 1 Clearwater Model - WWN4 (1901305) Job Reference (optional) I37050699 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 10 10:51:41 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:KhZQ_KhGJEcVauCz8Bk3u5zIdYj-OdmYQerrRjLSyBgzmkJQdqUky_Hzl20TRTt1buzHwZm Scale = 1:53.0 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 18 193x4 4x4 3x4 3x4 0-0-6 0-0-6 25-4-11 25-4-5 12-8-6 12-8-6 25-4-11 12-8-5 0-0-48-5-90-0-48.00 12 Plate Offsets (X,Y)-- [5:0-0-0,0-0-0], [6:0-0-0,0-0-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.23 0.14 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 89 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 4-10: 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS.All bearings 25-3-15. (lb) - Max Horz 1=158(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1, 12, 13, 9, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=411(LC 20), 12=478(LC 17), 13=432(LC 17), 9=478(LC 18), 8=432(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-12=-286/132, 2-13=-315/139, 5-9=-286/132, 6-8=-315/139 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-5-12 to 3-5-12, Interior(1) 3-5-12 to 9-8-6, Exterior(2) 9-8-6 to 15-8-6, Interior(1) 15-8-6 to 21-10-15, Exterior(2) 21-10-15 to 24-10-15 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) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 12, 13, 9, 8. May 10,2019 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 1901305 Truss V7 Truss Type VALLEY Qty 1 Ply 1 Clearwater Model - WWN4 (1901305) Job Reference (optional) I37050700 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 10 10:51:42 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:KhZQ_KhGJEcVauCz8Bk3u5zIdYj-spKxd_sTC0UJaLFAKRqfA21vDOdtUUfdg7db7LzHwZl Scale: 1/4"=1' 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 3x4 4x4 3x4 3x4 0-0-6 0-0-6 22-10-11 22-10-5 11-5-6 11-5-6 22-10-11 11-5-5 0-0-47-7-90-0-48.00 12 Plate Offsets (X,Y)-- [5:0-0-0,0-0-0], [6:0-0-0,0-0-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.19 0.16 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 78 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 22-9-15. (lb) - Max Horz 1=-141(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 12, 13, 9, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=406(LC 20), 12=439(LC 17), 13=343(LC 1), 9=439(LC 18), 8=343(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-12=-301/138, 2-13=-261/116, 5-9=-301/138, 6-8=-261/116 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-5-12 to 3-5-6, Interior(1) 3-5-6 to 8-5-6, Exterior(2) 8-5-6 to 14-5-6, Interior(1) 14-5-6 to 19-4-15, Exterior(2) 19-4-15 to 22-4-15 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) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 12, 13, 9, 8. May 10,2019 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 1901305 Truss V8 Truss Type VALLEY Qty 1 Ply 1 Clearwater Model - WWN4 (1901305) Job Reference (optional) I37050701 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 10 10:51:43 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:KhZQ_KhGJEcVauCz8Bk3u5zIdYj-K0tJrKs5yKcABVpMt9LuiFZ4toy9DygmunM8gnzHwZk Scale = 1:42.5 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 3x4 4x4 3x4 3x4 0-0-6 0-0-6 20-4-11 20-4-5 10-2-6 10-2-6 20-4-11 10-2-5 0-0-46-9-90-0-48.00 12 Plate Offsets (X,Y)-- [5:0-0-0,0-0-0], [6:0-0-0,0-0-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.20 0.16 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 67 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 20-3-15. (lb) - Max Horz 1=125(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 12, 13, 9, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=388(LC 20), 12=447(LC 17), 13=295(LC 1), 9=448(LC 18), 8=295(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-12=-306/141, 5-9=-306/140 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-5-12 to 3-5-12, Interior(1) 3-5-12 to 7-2-6, Exterior(2) 7-2-6 to 13-2-6, Interior(1) 13-2-6 to 16-10-15, Exterior(2) 16-10-15 to 19-10-15 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) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 12, 13, 9, 8. May 10,2019 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 1901305 Truss V9 Truss Type VALLEY Qty 1 Ply 1 Clearwater Model - WWN4 (1901305) Job Reference (optional) I37050702 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 10 10:51:44 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:KhZQ_KhGJEcVauCz8Bk3u5zIdYj-oCRh2ftjjek1pfOYRss7FT6EXCIlyQgv7R6hCDzHwZj Scale = 1:37.3 1 2 3 4 5 9 8 7 6 10 11 12 13 14 153x4 4x4 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 0-0-6 0-0-6 17-10-11 17-10-5 8-11-6 8-11-6 17-10-11 8-11-5 0-0-45-11-90-0-48.00 12 Plate Offsets (X,Y)-- [4:0-0-0,0-0-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.27 0.13 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 56 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 17-9-15. (lb) - Max Horz 1=-109(LC 6) Max Uplift All uplift 100 lb or less at joint(s) except 9=-104(LC 10), 6=-104(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 8=355(LC 20), 9=477(LC 17), 6=477(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-347/155, 4-6=-347/155 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-5-12 to 3-5-12, Interior(1) 3-5-12 to 5-11-6, Exterior(2) 5-11-6 to 11-11-6, Interior(1) 11-11-6 to 14-4-15, Exterior(2) 14-4-15 to 17-4-15 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) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 104 lb uplift at joint 9 and 104 lb uplift at joint 6. May 10,2019 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 1901305 Truss V10 Truss Type VALLEY Qty 1 Ply 1 Clearwater Model - WWN4 (1901305) Job Reference (optional) I37050703 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 10 10:51:30 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:KhZQ_KhGJEcVauCz8Bk3u5zIdYj-DWbO6tix0Kz07VKsdwcrhWXtPZX6g4YsvGjyi1zHwZx Scale = 1:32.3 1 2 3 4 5 8 7 6 9 10 3x4 4x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 0-0-6 0-0-6 15-4-11 15-4-5 7-8-6 7-8-6 15-4-11 7-8-5 0-0-45-1-90-0-48.00 12 Plate Offsets (X,Y)-- [4:0-0-0,0-0-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.18 0.09 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 47 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-3-15. (lb) - Max Horz 1=93(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1, 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=280(LC 1), 8=378(LC 1), 6=378(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-294/134, 4-6=-294/133 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-5-12 to 3-8-6, Interior(1) 3-8-6 to 4-8-6, Exterior(2) 4-8-6 to 10-8-6, Interior(1) 10-8-6 to 11-8-6, Exterior(2) 11-8-6 to 14-10-15 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) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 8, 6. May 10,2019 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 1901305 Truss V11 Truss Type VALLEY Qty 1 Ply 1 Clearwater Model - WWN4 (1901305) Job Reference (optional) I37050704 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 10 10:51:32 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:KhZQ_KhGJEcVauCz8Bk3u5zIdYj-9uj9XZkBYyDkNpUFkLeJmxcDDMDQ8_Q8MaC3nwzHwZv Scale = 1:27.0 1 2 3 4 5 8 7 63x4 4x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 0-0-6 0-0-6 12-10-11 12-10-5 6-5-6 6-5-6 12-10-11 6-5-5 0-0-44-3-90-0-48.00 12 Plate Offsets (X,Y)-- [4:0-0-0,0-0-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.16 0.10 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 38 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-9-15. (lb) - Max Horz 1=-77(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=293(LC 1), 8=329(LC 17), 6=329(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-264/122, 4-6=-264/122 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; 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) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 8, 6. May 10,2019 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 1901305 Truss V12 Truss Type VALLEY Qty 1 Ply 1 Clearwater Model - WWN4 (1901305) Job Reference (optional) I37050705 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 10 10:51:32 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:KhZQ_KhGJEcVauCz8Bk3u5zIdYj-9uj9XZkBYyDkNpUFkLeJmxcBDMC58_N8MaC3nwzHwZv Scale = 1:21.9 1 2 3 42x4 4x6 2x4 1.5x4 0-0-6 0-0-6 10-4-11 10-4-5 5-2-6 5-2-6 10-4-11 5-2-5 0-0-43-5-90-0-48.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.29 0.19 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=213/10-3-15, 3=213/10-3-15, 4=423/10-3-15 Max Horz 1=-61(LC 8) Max Uplift 1=-16(LC 10), 3=-24(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-279/56 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; 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) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. May 10,2019 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 1901305 Truss V13 Truss Type VALLEY Qty 1 Ply 1 Clearwater Model - WWN4 (1901305) Job Reference (optional) I37050706 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 10 10:51:33 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:KhZQ_KhGJEcVauCz8Bk3u5zIdYj-d5HXkvlqJFLb_z2RI29YI89MvmZftS8IbExcJMzHwZu Scale = 1:17.9 1 2 3 4 2x4 4x4 2x4 1.5x4 0-0-6 0-0-6 7-10-11 7-10-5 3-11-6 3-11-6 7-10-11 3-11-5 0-0-42-7-90-0-48.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.23 0.10 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=172/7-9-15, 3=172/7-9-15, 4=280/7-9-15 Max Horz 1=-45(LC 6) Max Uplift 1=-17(LC 10), 3=-23(LC 11) 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) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; 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) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. May 10,2019 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 1901305 Truss V14 Truss Type VALLEY Qty 1 Ply 1 Clearwater Model - WWN4 (1901305) Job Reference (optional) I37050707 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 10 10:51:35 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:KhZQ_KhGJEcVauCz8Bk3u5zIdYj-ZTPH9am4rtbJEGCqPTC0OZEkfaG3LMxb3XQjNFzHwZs Scale = 1:13.8 1 2 3 4 2x4 4x4 2x4 1.5x4 0-0-6 0-0-6 5-4-11 5-4-5 2-8-6 2-8-6 5-4-11 2-8-5 0-0-41-9-90-0-48.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.09 0.04 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Sheathed or 5-4-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=110/5-3-15, 3=110/5-3-15, 4=179/5-3-15 Max Horz 1=29(LC 9) Max Uplift 1=-11(LC 10), 3=-15(LC 11) 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) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; 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) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. May 10,2019 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 1901305 Truss V15 Truss Type VALLEY Qty 1 Ply 1 Clearwater Model - WWN4 (1901305) Job Reference (optional) I37050708 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri May 10 10:51:36 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:KhZQ_KhGJEcVauCz8Bk3u5zIdYj-1gyfNwnicAj9rQn0zBjFwnnwYzbO4pckHBAGwhzHwZr Scale = 1:7.6 1 2 3 2x4 3x4 2x4 2-10-5 2-10-5 2-10-11 0-0-6 1-5-6 1-5-6 2-10-11 1-5-5 0-0-40-11-90-0-48.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.01 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 2-10-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=87/2-9-15, 3=87/2-9-15 Max Horz 1=-12(LC 6) Max Uplift 1=-1(LC 10), 3=-1(LC 11) 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) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; 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) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. May 10,2019 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths