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HomeMy WebLinkAboutS201.0Re: Liu, Xuegang Pages or sheets covered by this seal: I33371557 thru I33371601 My license renewal date for the state of Indiana is July 31, 2018. 18050074-A 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: 21A The Grove at Legacy-Roof Trusses The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Carter Components-Pittsboro, IN. 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. May 18,2018 Job 18050074-A Truss H Truss Type ROOF SPECIAL Qty 3 Ply 1 21A The Grove at Legacy-Roof Trusses Job Reference (optional) I33371557 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:16:01 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:71jxBQkmVbvGR5Ea_k_GdFysDrZ-J5Mr5zpSL7jDZMvICA0dxpx864ppVS6eibyyU8zFcYy Scale = 1:61.9 1 2 3 4 5 6 7 8 14 13 12 11 10 9 19 20 21 22 23 5x8 5x6 3x6 3x6 4x6 3x4 5x8 3x6 3x10 3x6 2x4 2x4 5x6 3x10 6-10-12 6-10-12 17-2-4 10-3-8 24-0-7 6-10-3 32-2-8 8-2-1 6-10-12 6-10-12 11-6-0 4-7-4 16-1-4 4-7-4 24-0-7 7-11-3 32-2-8 8-2-1 2- 4 - 7 4- 8 - 0 10 - 0 - 8 0- 7 - 1 2 4.00 12 7.00 12 Plate Offsets (X,Y)-- [8:0-3-3,0-0-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.66 0.70 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.61 -0.02 (loc) 11-13 11-13 8 l/defl >857 >334 n/a L/d 240 180 n/a PLATES MT20 Weight: 140 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* 2-13,6-9,1-14,1-13: 2x4 SPF Stud SLIDER Right 2x4 SPF Stud 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-11, 4-11, 6-11 REACTIONS.(lb/size) 8=529/Mechanical, 11=1416/0-5-8, 14=620/Mechanical Max Horz 14=231(LC 6) Max Uplift 8=-73(LC 8), 14=-47(LC 5) Max Grav 8=580(LC 12), 11=1416(LC 1), 14=620(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-695/63, 2-3=-780/133, 6-8=-599/143, 1-14=-573/73 BOT CHORD 11-13=-59/265, 9-11=-27/510, 8-9=-27/510 WEBS 2-13=-497/135, 3-13=-38/626, 3-11=-532/94, 4-11=-444/0, 6-11=-672/111, 6-9=0/291, 1-13=0/553 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-1-12 to 3-6-9, Interior(1) 3-6-9 to 16-1-4, Exterior(2) 16-1-4 to 19-6-1 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 14. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050074-A Truss H1 Truss Type COMMON Qty 5 Ply 1 21A The Grove at Legacy-Roof Trusses Job Reference (optional) I33371558 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:16:02 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:71jxBQkmVbvGR5Ea_k_GdFysDrZ-nHvDJJp46Qr4BWUUmtXsU0UJ9UDLEp8nxFhV0bzFcYx Scale = 1:64.8 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 24 25 26 27 28 29 3x6 5x8 3x6 5x6 3x4 3x6 3x4 3x6 2x4 3x4 3x6 2x4 5x6 3x4 3x6 6-10-5 6-10-5 12-11-12 6-1-7 19-2-12 6-3-0 25-4-3 6-1-7 32-2-8 6-10-5 8-1-12 8-1-12 16-1-4 7-11-8 24-0-12 7-11-8 32-2-8 8-1-12 0- 7 - 1 2 10 - 0 - 8 0- 7 - 1 2 7.00 12 Plate Offsets (X,Y)-- [1:0-3-7,0-0-1], [9:0-3-7,0-0-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.64 0.42 0.64 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.07 -0.16 0.03 (loc) 15-18 15-18 1 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 134 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 5-12,5-13: 2x4 SPF No.2 SLIDER Left 2x4 SPF Stud 2-0-0, Right 2x4 SPF Stud 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-13 REACTIONS.(lb/size) 1=547/Mechanical, 13=1242/0-3-8, 9=788/Mechanical Max Horz 1=-218(LC 5) Max Uplift 1=-92(LC 7), 9=-67(LC 8) Max Grav 1=550(LC 11), 13=1242(LC 1), 9=788(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-578/171, 5-7=-621/184, 7-9=-1011/126 BOT CHORD 1-15=-128/489, 13-15=-145/445, 12-13=-23/251, 10-12=-34/817, 9-10=-17/858 WEBS 5-12=-7/565, 7-12=-586/121, 7-10=0/277, 5-13=-730/0, 3-13=-604/119, 3-15=0/289 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-0-0 to 3-4-13, Interior(1) 3-4-13 to 16-1-4, Exterior(2) 16-1-4 to 19-6-1 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050074-A Truss H1B Truss Type GABLE Qty 1 Ply 1 21A The Grove at Legacy-Roof Trusses Job Reference (optional) I33371559 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:16:03 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:71jxBQkmVbvGR5Ea_k_GdFysDrZ-FUTcWfqitkzxpg3hKb251E0cVuezzOtxAvR2Z1zFcYw Scale = 1:62.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1718 19 20 21 22 23 24 25 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 50 4x5 4x5 3x6 3x6 5x6 5x6 32-2-8 32-2-8 6-10-12 6-10-12 16-1-4 9-2-8 32-2-8 16-1-4 2- 4 - 7 4- 8 - 0 10 - 0 - 8 0- 7 - 1 2 4.00 12 7.00 12 Plate Offsets (X,Y)-- [6:0-2-8,0-0-0], [34:0-3-0,0-3-0], [40:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.16 0.08 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.01 (loc) - - 26 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 216 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 *Except* 13-37,12-38,11-39,10-40,14-36,15-35,16-34: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 13-37, 12-38, 11-39, 14-36, 15-35 REACTIONS.All bearings 32-2-8. (lb) - Max Horz 49=237(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 49, 39, 40, 41, 42, 43, 44, 45, 46, 47, 48, 35, 34, 33, 32, 31, 30, 29, 28, 27 except 26=-114(LC 6) Max Grav All reactions 250 lb or less at joint(s) 49, 26, 37, 38, 39, 40, 41, 42, 43, 44, 45, 46, 47, 48, 36, 35, 34, 33, 32, 31, 30, 29, 28, 27 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 11-12=-28/258, 12-13=-30/269, 13-14=-30/269, 14-15=-28/258 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Corner(3) 0-1-12 to 3-6-9, Exterior(2) 3-6-9 to 16-1-4, Corner(3) 16-1-4 to 19-6-1 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 49, 39, 40, 41, 42, 43, 44, 45, 46, 47, 48, 35, 34, 33, 32, 31, 30, 29, 28, 27 except (jt=lb) 26=114. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050074-A Truss H2 Truss Type ROOF SPECIAL Qty 2 Ply 1 21A The Grove at Legacy-Roof Trusses Job Reference (optional) I33371560 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:16:04 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:71jxBQkmVbvGR5Ea_k_GdFysDrZ-jg1_k?rLe25oQqetuIZKZRZegIuuiiL4PZAc5TzFcYv Scale = 1:68.6 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 26 27 28 29 30 3x6 5x6 3x6 5x6 3x4 3x6 3x4 2x4 5x12 6x8 3x6 5x8 4x5 4x5 3x6 2x4 5x8 3x6 3x6 2x4 6-10-5 6-10-5 12-11-12 6-1-7 18-11-0 5-11-4 29-11-0 11-0-0 32-2-8 2-3-8 8-1-12 8-1-12 16-1-4 7-11-8 18-11-0 2-9-12 24-0-12 5-1-12 29-0-8 4-11-12 29-11-0 0-10-8 32-2-8 2-3-8 0- 7 - 1 2 10 - 0 - 8 0- 7 - 1 2 0- 1 1 - 8 0- 8 - 0 7.00 12 4.00 12 Plate Offsets (X,Y)-- [1:0-2-15,0-0-1], [10:0-0-4,Edge], [11:0-2-4,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.70 0.48 0.65 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.08 -0.18 0.06 (loc) 17-21 17-21 10 l/defl >999 >887 n/a L/d 240 180 n/a PLATES MT20 Weight: 161 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 10-11: 2x8 SP No.1 WEBS 2x4 SPF Stud *Except* 5-16,5-13: 2x4 SPF No.2 SLIDER Left 2x4 SPF Stud 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-16 REACTIONS.(lb/size) 1=353/Mechanical, 16=1568/0-3-8, 10=655/0-3-8 Max Horz 1=-218(LC 5) Max Uplift 1=-76(LC 7), 10=-37(LC 8) Max Grav 1=456(LC 11), 16=1568(LC 1), 10=655(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-407/144, 3-5=0/443, 5-6=-284/182, 6-8=-352/129, 8-9=-895/78, 9-10=-1822/98 BOT CHORD 1-17=-216/343, 16-17=-234/297, 12-13=0/656, 11-12=-55/1305, 10-11=-53/1599 WEBS 5-16=-1055/0, 5-13=-53/713, 8-13=-548/74, 8-12=0/365, 3-16=-621/123, 3-17=0/298, 9-12=-630/116, 9-11=0/588 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-0-0 to 3-4-13, Interior(1) 3-4-13 to 16-1-4, Exterior(2) 16-1-4 to 19-6-1 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 10. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050074-A Truss H3 Truss Type ROOF SPECIAL Qty 4 Ply 1 21A The Grove at Legacy-Roof Trusses Job Reference (optional) I33371561 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:16:05 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:71jxBQkmVbvGR5Ea_k_GdFysDrZ-BsbMxKszPLDf2zD3R?4Z6f6qCh8KR9VEdDw9dwzFcYu Scale = 1:68.6 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 26 27 28 29 30 3x6 4x6 3x6 5x8 3x4 3x6 3x4 2x4 5x10 6x8 3x6 5x8 4x5 4x5 3x6 2x4 5x8 3x6 5x6 2x4 6-10-5 6-10-5 12-11-12 6-1-7 18-11-0 5-11-4 29-11-0 11-0-0 32-2-8 2-3-8 8-1-12 8-1-12 16-1-4 7-11-8 18-11-0 2-9-12 24-0-12 5-1-12 29-0-8 4-11-12 29-11-0 0-10-8 32-2-8 2-3-8 0- 7 - 1 2 10 - 0 - 8 0- 7 - 1 2 0- 1 1 - 8 0- 8 - 0 7.00 12 4.00 12 Plate Offsets (X,Y)-- [1:0-3-11,Edge], [10:0-0-4,Edge], [10:0-3-0,0-2-8], [11:0-2-4,0-2-8], [13:0-4-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.65 0.85 0.60 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.37 0.17 (loc) 12-13 12-13 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 161 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 10-11: 2x8 SP No.1 WEBS 2x4 SPF Stud *Except* 5-15,5-13: 2x4 SPF No.2 SLIDER Left 2x4 SPF Stud 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=1288/Mechanical, 10=1288/0-3-8 Max Horz 1=-218(LC 5) Max Uplift 1=-14(LC 7), 10=-14(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1979/72, 3-5=-1568/135, 5-6=-1581/160, 6-8=-1661/108, 8-9=-2244/66, 9-10=-3867/72 BOT CHORD 1-17=0/1637, 15-17=0/1606, 12-13=0/1827, 11-12=-33/2827, 10-11=-30/3395 WEBS 5-15=-23/451, 13-15=0/997, 5-13=-51/820, 8-13=-601/72, 8-12=0/405, 3-15=-546/129, 9-12=-995/103, 9-11=0/1156 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-0-0 to 3-4-13, Interior(1) 3-4-13 to 16-1-4, Exterior(2) 16-1-4 to 19-6-1 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 10. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050074-A Truss H4 Truss Type COMMON Qty 1 Ply 1 21A The Grove at Legacy-Roof Trusses Job Reference (optional) I33371562 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:16:06 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:71jxBQkmVbvGR5Ea_k_GdFysDrZ-f39k9gtbAfMWg7oG?jcoese0v5aKAd3Nstfi9MzFcYt Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 24 25 26 27 28 29 3x6 5x6 3x6 5x8 3x4 3x6 3x4 3x6 2x4 3x4 3x6 2x4 5x8 3x4 3x6 6-10-5 6-10-5 12-11-12 6-1-7 19-2-12 6-3-0 25-4-3 6-1-7 32-2-8 6-10-5 8-1-12 8-1-12 16-1-4 7-11-8 24-0-12 7-11-8 32-2-8 8-1-12 0- 7 - 1 2 10 - 0 - 8 0- 7 - 1 2 7.00 12 Plate Offsets (X,Y)-- [1:0-3-11,Edge], [9:0-3-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.59 0.48 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.23 0.09 (loc) 12-13 12-13 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 134 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 5-12,5-13: 2x4 SPF No.2 SLIDER Left 2x4 SPF Stud 2-0-0, Right 2x4 SPF Stud 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=1288/Mechanical, 9=1288/Mechanical Max Horz 1=-218(LC 5) Max Uplift 1=-14(LC 7), 9=-14(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1978/72, 3-5=-1569/136, 5-7=-1569/136, 7-9=-1978/72 BOT CHORD 1-15=0/1636, 13-15=0/1604, 12-13=0/1082, 10-12=0/1604, 9-10=0/1636 WEBS 5-12=-10/545, 7-12=-548/126, 5-13=-10/545, 3-13=-548/126 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-0-0 to 3-4-13, Interior(1) 3-4-13 to 16-1-4, Exterior(2) 16-1-4 to 19-6-1 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050074-A Truss HB Truss Type GABLE Qty 1 Ply 1 21A The Grove at Legacy-Roof Trusses Job Reference (optional) I33371563 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:16:08 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:71jxBQkmVbvGR5Ea_k_GdFysDrZ-cRHVZMuriGcEvRye78eGkHkUmvLIeeKgJB8pEEzFcYr Scale = 1:62.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 3x6 3x6 4x5 3x6 3x6 5x6 5x6 32-2-8 32-2-8 16-1-4 16-1-4 32-2-8 16-1-4 0- 7 - 1 2 10 - 0 - 8 0- 7 - 1 2 7.00 12 Plate Offsets (X,Y)-- [34:0-3-0,0-3-0], [40:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.12 0.07 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 26 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 210 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 *Except* 13-37,12-38,11-39,10-40,14-36,15-35,16-34: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 13-37, 12-38, 11-39, 14-36, 15-35 REACTIONS.All bearings 32-2-8. (lb) - Max Horz 48=-231(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 48, 26, 38, 39, 40, 41, 42, 43, 44, 45, 46, 47, 35, 34, 33, 32, 31, 30, 29, 28, 27 Max Grav All reactions 250 lb or less at joint(s) 48, 26, 37, 38, 39, 40, 41, 42, 43, 44, 45, 46, 47, 36, 35, 34, 33, 32, 31, 30, 29, 28, 27 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Corner(3) 0-1-12 to 3-6-9, Exterior(2) 3-6-9 to 16-1-4, Corner(3) 16-1-4 to 19-6-1 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 48, 26, 38, 39, 40, 41, 42, 43, 44, 45, 46, 47, 35, 34, 33, 32, 31, 30, 29, 28, 27. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050074-A Truss J1 Truss Type MONOPITCH Qty 1 Ply 1 21A The Grove at Legacy-Roof Trusses Job Reference (optional) I33371564 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:16:08 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:71jxBQkmVbvGR5Ea_k_GdFysDrZ-cRHVZMuriGcEvRye78eGkHkPivHceVUgJB8pEEzFcYr Scale: 1/4"=1' 1 2 3 4 6 5 11 12 3x6 3x4 3x4 2x4 3x6 3x6 6-8-11 6-8-11 13-6-8 6-9-13 6-8-11 6-8-11 13-6-8 6-9-13 0- 7 - 1 2 8- 6 - 9 7.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.45 0.37 0.64 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.13 0.02 (loc) 5-6 5-6 1 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 58 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* 3-6: 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-5 REACTIONS.(lb/size) 1=536/0-3-8, 5=536/0-3-8 Max Horz 1=240(LC 6) Max Uplift 1=-10(LC 7), 5=-62(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-592/67 BOT CHORD 1-6=-154/511, 5-6=-154/511 WEBS 3-6=0/303, 3-5=-594/98 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-0-0 to 3-4-13, Interior(1) 3-4-13 to 13-4-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050074-A Truss J2 Truss Type Monopitch Qty 2 Ply 1 21A The Grove at Legacy-Roof Trusses Job Reference (optional) I33371565 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:16:09 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:71jxBQkmVbvGR5Ea_k_GdFysDrZ-4ertnivTTak5XbWqgr9VGVGbNJaZN?4pYruNmhzFcYq Scale = 1:50.1 1 2 3 4 5 9 8 7 6 11 12 5x8 3x6 3x10 7x10 3x6 2x4 2x4 5x12 3x6 2x4 2x4 5x8 2-3-8 2-3-8 3-1-15 0-10-7 11-3-0 8-1-1 13-6-8 2-3-8 2-3-8 2-3-8 3-1-15 0-10-7 8-3-2 5-1-3 11-3-0 2-11-14 13-6-8 2-3-8 0- 7 - 1 2 8- 6 - 9 0- 1 1 - 8 0- 8 - 0 7.00 12 4.00 12 Plate Offsets (X,Y)-- [1:0-0-4,Edge], [8:0-6-0,0-2-0], [9:0-3-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.32 0.51 0.49 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.53 0.07 (loc) 8-9 8-9 6 l/defl >815 >301 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 *Except* 4-7: 2x4 SPF Stud, 1-9: 2x8 SP No.1 WEBS 2x4 SPF Stud *Except* 5-6,5-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-6 REACTIONS.(lb/size) 1=530/0-3-8, 6=530/0-3-8 Max Horz 1=243(LC 6) Max Uplift 1=-10(LC 7), 6=-61(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1570/23, 2-3=-1564/207, 3-4=-252/85, 5-6=-537/117 BOT CHORD 8-9=-165/400, 1-9=-317/1338 WEBS 3-8=-407/117, 5-8=-103/580, 3-9=-248/1147 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-1-12 to 3-3-11, Interior(1) 3-3-11 to 13-4-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 6. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050074-A Truss J3 Truss Type ROOF SPECIAL Qty 4 Ply 1 21A The Grove at Legacy-Roof Trusses Job Reference (optional) I33371566 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:16:10 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:71jxBQkmVbvGR5Ea_k_GdFysDrZ-YqOF_2w5Eusy9l51EZgkpipfciru6NBznVdwJ7zFcYp Scale = 1:70.1 1 2 3 4 5 6 7 8 9 10 14 13 12 11 23 24 25 26 27 3x6 4x6 3x6 8x12 3x6 5x12 2x4 3x10 5x12 6x8 6x8 3x4 2x4 5x8 3x6 2x4 2x4 2-3-8 2-3-8 11-3-0 8-11-8 21-7-10 10-4-10 32-5-8 10-9-15 3-2-0 3-2-0 8-3-2 5-1-2 11-3-0 2-11-14 16-2-12 4-11-12 24-2-6 7-11-10 32-5-8 8-3-2 0- 7 - 1 2 10 - 1 - 6 0- 7 - 1 2 0- 1 1 - 8 0- 8 - 0 7.00 12 4.00 12 Plate Offsets (X,Y)-- [1:0-0-4,Edge], [1:0-3-0,0-2-8], [10:0-3-11,Edge], [11:0-6-0,0-3-0], [12:0-6-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.80 0.89 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.28 -0.81 0.20 (loc) 11-12 13-14 10 l/defl >999 >482 n/a L/d 240 180 n/a PLATES MT20 Weight: 157 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-14: 2x8 SP No.1 WEBS 2x4 SPF Stud *Except* 6-11,11-13,6-13: 2x4 SPF No.2 SLIDER Right 2x4 SPF Stud 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 10=1298/0-3-8, 1=1298/Mechanical Max Horz 1=-220(LC 5) Max Uplift 10=-14(LC 8), 1=-14(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3949/16, 2-3=-3941/177, 3-5=-1854/98, 5-6=-1836/166, 6-8=-1778/146, 8-10=-1900/89 BOT CHORD 13-14=0/1859, 10-11=0/1622, 1-14=-1/3460 WEBS 6-11=-27/670, 3-14=-144/1912, 11-13=0/993, 6-13=-46/889, 8-11=-455/158, 3-13=-527/98 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-0-0 to 3-3-12, Interior(1) 3-3-12 to 16-2-12, Exterior(2) 16-2-12 to 19-7-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050074-A Truss J4 Truss Type COMMON Qty 8 Ply 1 21A The Grove at Legacy-Roof Trusses Job Reference (optional) I33371567 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:16:11 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:71jxBQkmVbvGR5Ea_k_GdFysDrZ-00ydCOwk?B_omugDoGBzLwMsT6BlrxF609NTrZzFcYo Scale = 1:62.6 1 2 3 4 5 6 7 8 9 11 10 20 21 22 23 24 25 3x6 5x6 3x6 6x8 3x4 5x12 5x12 2x4 2x4 6x8 3x4 10-9-14 10-9-14 21-7-9 10-9-11 32-5-8 10-9-15 8-3-2 8-3-2 16-2-12 7-11-10 24-2-6 7-11-10 32-5-8 8-3-2 0- 7 - 1 2 10 - 1 - 6 0- 7 - 1 2 7.00 12 Plate Offsets (X,Y)-- [1:0-3-11,Edge], [9:0-3-11,Edge], [10:0-6-0,0-3-0], [11:0-6-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.67 0.85 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.55 0.07 (loc) 11-14 10-18 9 l/defl >999 >706 n/a L/d 240 180 n/a PLATES MT20 Weight: 122 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 7-10,3-11: 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 2-0-0, Right 2x4 SPF Stud 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=1298/Mechanical, 9=1298/0-3-8 Max Horz 1=-220(LC 5) Max Uplift 1=-14(LC 7), 9=-14(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1897/89, 3-5=-1775/146, 5-7=-1775/146, 7-9=-1897/89 BOT CHORD 1-11=0/1619, 10-11=0/1084, 9-10=0/1619 WEBS 5-10=-21/720, 7-10=-456/156, 5-11=-20/720, 3-11=-456/156 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-0-0 to 3-4-13, Interior(1) 3-4-13 to 16-2-12, Exterior(2) 16-2-12 to 19-7-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050074-A Truss J4B Truss Type GABLE Qty 1 Ply 1 21A The Grove at Legacy-Roof Trusses Job Reference (optional) I33371568 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:16:13 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:71jxBQkmVbvGR5Ea_k_GdFysDrZ-yP4Nd3y_WpEW0CqcvhESRLRLaw3UJvYPTTsavSzFcYm Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 3x6 3x6 4x5 3x6 3x6 5x6 5x6 32-5-8 32-5-8 16-2-12 16-2-12 32-5-8 16-2-12 0- 7 - 1 2 10 - 1 - 6 0- 7 - 1 2 7.00 12 Plate Offsets (X,Y)-- [36:0-3-0,0-3-0], [44:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.12 0.07 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 28 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 214 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 *Except* 14-40,13-41,12-42,11-43,15-39,16-38,17-37: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 14-40, 13-41, 12-42, 15-39, 16-38 REACTIONS.All bearings 32-5-8. (lb) - Max Horz 52=232(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 52, 28, 41, 42, 43, 44, 45, 46, 47, 48, 49, 50, 51, 38, 37, 36, 35, 34, 33, 32, 31, 30, 29 Max Grav All reactions 250 lb or less at joint(s) 52, 28, 40, 41, 42, 43, 44, 45, 46, 47, 48, 49, 50, 51, 39, 38, 37, 36, 35, 34, 33, 32, 31, 30, 29 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Corner(3) 0-1-12 to 3-6-9, Exterior(2) 3-6-9 to 16-2-12, Corner(3) 16-2-12 to 19-7-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 52, 28, 41, 42, 43, 44, 45, 46, 47, 48, 49, 50, 51, 38, 37, 36, 35, 34, 33, 32, 31, 30, 29. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050074-A Truss J6 Truss Type Roof Special Qty 3 Ply 1 21A The Grove at Legacy-Roof Trusses Job Reference (optional) I33371569 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:16:14 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:71jxBQkmVbvGR5Ea_k_GdFysDrZ-QbemqPzcH6MNdMPoTOlhzY_LkKHU2GHYi7b8SuzFcYl Scale = 1:64.6 1 2 3 4 5 9 8 7 6 11 10 12 13 14 15 16 5x6 4x5 3x6 3x6 5x10 4x5 3x6 3x6 5x8 3x4 6x8 0-3-8 0-3-8 8-10-0 8-6-8 18-0-4 9-2-4 0-3-8 0-3-8 2-11-4 2-7-12 8-10-0 5-10-12 18-0-4 9-2-4 19-2-0 1-1-12 9- 0 - 1 10 - 8 - 1 0 1- 1 1 - 0 0- 7 - 4 7.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-3-0], [4:0-3-8,Edge], [6:Edge,0-1-8], [7:0-4-8,0-2-8], [10:0-0-8,0-1-15] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.80 0.53 0.50 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.41 0.00 (loc) 6-7 6-7 6 l/defl >999 >522 n/a L/d 240 180 n/a PLATES MT20 Weight: 118 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* 3-7: 2x4 SPF Stud OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-10, 2-10, 1-12 REACTIONS.(lb/size) 6=790/Mechanical, 12=682/0-3-0 Max Horz 12=-360(LC 5) Max Uplift 6=-49(LC 8), 12=-44(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-701/187, 3-4=-740/71, 1-10=-121/603, 4-6=-706/113 BOT CHORD 7-9=-162/274 WEBS 2-10=-543/165, 2-7=-113/714, 3-7=-491/175, 4-7=0/301, 1-12=-683/108 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-5-4 to 6-4-1, Interior(1) 6-4-1 to 19-2-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 12. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050074-A Truss JB Truss Type GABLE Qty 1 Ply 1 21A The Grove at Legacy-Roof Trusses Job Reference (optional) I33371570 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:16:14 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:71jxBQkmVbvGR5Ea_k_GdFysDrZ-QbemqPzcH6MNdMPoTOlhzY_UjKMa2MmYi7b8SuzFcYl Scale = 1:48.7 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 3x6 3x4 3x4 13-6-8 13-6-8 0- 7 - 1 2 8- 6 - 9 7.00 12 Plate Offsets (X,Y)-- [11:0-0-13,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.22 0.20 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 12 l/defl n/a n/a n/a L/d 999 999 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* 11-12: 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 10-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 11-12 REACTIONS.All bearings 13-6-8. (lb) - Max Horz 22=245(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 22, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21 Max Grav All reactions 250 lb or less at joint(s) 22, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-367/126, 2-3=-304/111, 3-4=-285/112, 4-5=-256/109 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Corner(3) 0-1-12 to 3-6-9, Exterior(2) 3-6-9 to 13-4-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050074-A Truss JB6 Truss Type GABLE Qty 1 Ply 1 21A The Grove at Legacy-Roof Trusses Job Reference (optional) I33371571 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:16:15 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:71jxBQkmVbvGR5Ea_k_GdFysDrZ-vnC81lzE2QUEFW__16GwWmWdxjiinpgiwnLh_KzFcYk Scale = 1:60.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 33 3x4 3x4 4x5 3x6 3x10 3x6 18-2-0 18-2-0 2-11-4 2-11-4 18-2-0 15-2-12 19-2-0 1-0-0 8- 4 - 1 3 10 - 1 - 6 1- 2 - 1 2 7.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.38 0.21 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 0.01 (loc) 17 16-17 18 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 139 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* 16-18: 2x4 SPF Stud OTHERS 2x4 SPF Stud *Except* 3-30,2-31,4-29,5-28,6-27: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-32, 3-30, 2-31, 4-29, 5-28 REACTIONS.All bearings 18-2-0. (lb) - Max Horz 32=-336(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 32, 30, 31, 29, 28, 27, 25, 24, 23, 22, 21, 20 except 18=-185(LC 6), 19=-308(LC 5) Max Grav All reactions 250 lb or less at joint(s) 32, 30, 31, 29, 28, 27, 25, 24, 23, 22, 21, 20, 19 except 18=372(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 14-15=-392/203, 16-18=-149/360 BOT CHORD 31-32=-141/318, 30-31=-141/318, 29-30=-141/318, 28-29=-141/318, 27-28=-141/318, 25-27=-141/318, 24-25=-141/318, 23-24=-141/318, 22-23=-141/318, 21-22=-141/318, 20-21=-141/318, 19-20=-141/318, 18-19=-141/318 WEBS 14-19=-137/275, 15-18=-641/293 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Corner(3) 0-1-12 to 6-4-1, Exterior(2) 6-4-1 to 19-2-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 32, 30, 31, 29, 28, 27, 25, 24, 23, 22, 21, 20 except (jt=lb) 18=185, 19=308. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050074-A Truss K Truss Type COMMON Qty 2 Ply 1 21A The Grove at Legacy-Roof Trusses Job Reference (optional) I33371572 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:16:16 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:71jxBQkmVbvGR5Ea_k_GdFysDrZ-N_mWF5_spkc5tgZBbpn92z3jF7w2WD4r9Q4EWnzFcYj Scale = 1:59.4 1 2 3 4 5 6 7 8 9 10 13 12 11 22 23 24 25 26 27 3x6 4x5 3x6 5x8 3x4 3x10 4x5 2x4 4x5 2x4 5x8 3x4 9-11-3 9-11-3 20-5-4 10-6-1 20-5-5 0-0-1 30-4-8 9-11-3 8-2-2 8-2-2 15-2-4 7-0-2 22-2-6 7-0-2 30-4-8 8-2-2 31-4-8 1-0-0 0- 7 - 1 2 9- 6 - 1 0- 7 - 1 2 7.00 12 Plate Offsets (X,Y)-- [1:0-3-11,Edge], [9:0-3-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.60 0.72 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.44 0.04 (loc) 11-13 11-20 1 l/defl >999 >273 n/a L/d 240 180 n/a PLATES MT20 Weight: 116 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* 3-13,7-11: 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 2-0-0, Right 2x4 SPF Stud 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-11 REACTIONS.(lb/size) 1=916/0-3-8, 11=910/0-3-8, 9=664/0-3-8 Max Horz 1=-215(LC 5) Max Uplift 1=-44(LC 7), 9=-128(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1194/102, 3-5=-1131/172, 5-7=-549/253, 7-9=-679/183 BOT CHORD 1-13=-9/1017, 11-13=0/515, 9-11=-35/517 WEBS 3-13=-444/151, 5-13=-34/736, 5-11=-344/112, 7-11=-456/147 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-0-0 to 3-4-13, Interior(1) 3-4-13 to 15-2-4, Exterior(2) 15-2-4 to 18-7-1 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 9=128. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050074-A Truss KB Truss Type GABLE Qty 1 Ply 1 21A The Grove at Legacy-Roof Trusses Job Reference (optional) I33371573 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:16:18 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:71jxBQkmVbvGR5Ea_k_GdFysDrZ-JMtGgn07LLsp6ziZiEpd7O838xcB_7U8dkZLbfzFcYh Scale = 1:68.4 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 51 52 53 54 55 56 3x6 4x5 3x4 3x6 3x10 5x8 3x4 4x5 5x6 3x4 3x4 3x4 9-11-3 9-11-3 20-3-8 10-4-5 20-5-5 0-1-13 30-4-8 9-11-3 8-2-2 8-2-2 15-2-4 7-0-2 22-2-6 7-0-2 30-4-8 8-2-2 31-4-8 1-0-0 0- 7 - 1 2 9- 6 - 1 0- 7 - 1 2 7.00 12 Plate Offsets (X,Y)-- [1:0-2-15,0-0-1], [5:0-0-15,0-1-8], [9:0-3-11,Edge], [16:0-1-8,0-0-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.58 0.74 0.29 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.44 0.04 (loc) 16-18 16-18 1 l/defl >999 >563 n/a L/d 240 180 n/a PLATES MT20 Weight: 195 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* 3-18,7-16: 2x4 SPF Stud OTHERS 2x4 SPF Stud *Except* 5-19: 2x4 SPF No.2 SLIDER Left 2x4 SPF Stud 2-0-0, Right 2x4 SPF Stud 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-16 REACTIONS.All bearings 10-1-0 except (jt=length) 1=0-3-8. (lb) - Max Horz 1=-215(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 9, 1, 13, 12, 11 except 15=-318(LC 2) Max Grav All reactions 250 lb or less at joint(s) 14, 13, 12 except 9=386(LC 1), 1=849(LC 1), 16=1128(LC 1), 16=1128(LC 1), 11=260(LC 1), 9=386(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1072/110, 3-5=-1009/180, 5-7=-269/236, 7-9=-391/308 BOT CHORD 1-18=-45/912, 16-18=-10/403, 15-16=-43/269, 14-15=-43/269, 13-14=-43/269, 12-13=-43/269, 11-12=-43/269, 9-11=-43/269 WEBS 3-18=-445/151, 5-18=-34/746, 5-16=-553/4, 7-16=-427/149 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-0-0 to 3-4-13, Interior(1) 3-4-13 to 15-2-4, Exterior(2) 15-2-4 to 18-7-1 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 1, 13, 12, 11, 9 except (jt=lb) 15=318. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050074-A Truss KG Truss Type COMMON GIRDER Qty 1 Ply 2 21A The Grove at Legacy-Roof Trusses Job Reference (optional) I33371574 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:16:19 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:71jxBQkmVbvGR5Ea_k_GdFysDrZ-nZRft71l6f_gk7HlGyLsgchFPKxMjRSHrOJu76zFcYg Scale = 1:62.3 1 2 3 4 5 6 7 8 11 10 9 18 19 20 21 22 23 24 25 26 27 28 29 30 31 3x6 5x8 3x6 6x8 5x10 8x10 2x4 5x6 2x4 5x8 JUS28 JUS28 JUS28 JUS28 JUS28 JUS28 JUS28 JUS28 JUS28 JUS28 JUS28 JUS28 JUS28 JUS28 JUS28 9-11-3 9-11-3 15-2-4 5-3-1 20-5-4 5-3-0 20-5-5 0-0-1 30-4-8 9-11-3 8-2-2 8-2-2 15-2-4 7-0-2 22-2-6 7-0-2 30-4-8 8-2-2 31-4-8 1-0-0 0- 7 - 1 2 9- 6 - 1 0- 7 - 1 2 7.00 12 Plate Offsets (X,Y)-- [1:0-4-0,0-1-11], [7:0-0-0,0-0-15], [11:0-5-0,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.54 0.80 0.88 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.27 0.01 (loc) 9-14 9-14 9 l/defl >999 >441 n/a L/d 240 180 n/a PLATES MT20 Weight: 389 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x10 SP 2400F 2.0E *Except* 1-10: 2x10 SP No.1 WEBS 2x4 SPF No.2 *Except* 2-11,6-9: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 7=3225/0-3-8, 9=7801/0-3-8, 1=3131/0-3-8 Max Horz 1=-215(LC 11) Max Uplift 7=-35(LC 6), 9=-682(LC 6), 1=-355(LC 5) Max Grav 7=3252(LC 10), 9=7801(LC 1), 1=3131(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3538/508, 2-4=-3389/575, 4-6=-75/268 BOT CHORD 1-11=-467/2975, 9-11=-136/980 WEBS 2-11=-442/140, 4-11=-610/3659, 4-9=-2246/359, 6-9=-478/140 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x10 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 9=682, 1=355. 7) Use USP JUS28 (With 10d nails into Girder & 10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-10-8 from the left end to 29-10-0 to connect truss(es) to front face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-8=-60, 12-15=-20 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050074-A Truss KG Truss Type COMMON GIRDER Qty 1 Ply 2 21A The Grove at Legacy-Roof Trusses Job Reference (optional) I33371574 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:16:19 2018 Page 2 Carter Components, Franklin, IN - 46131, ID:71jxBQkmVbvGR5Ea_k_GdFysDrZ-nZRft71l6f_gk7HlGyLsgchFPKxMjRSHrOJu76zFcYg LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 10=-530(F) 11=-530(F) 14=-1273(F) 20=-600(F) 21=-600(F) 22=-600(F) 23=-530(F) 24=-530(F) 25=-530(F) 26=-436(F) 27=-436(F) 28=-1268(F) 29=-1268(F) 30=-1268(F) 31=-1268(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 18050074-A Truss L Truss Type Monopitch Qty 5 Ply 1 21A The Grove at Legacy-Roof Trusses Job Reference (optional) I33371575 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:16:20 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:71jxBQkmVbvGR5Ea_k_GdFysDrZ-Fl?15T1Nty6XLHsyqfs5DpDPRkLhS?DR422SfYzFcYf Scale = 1:57.4 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 3x10 4x5 3x4 2x4 3x10 2x4 2x4 3x10 4x5 5x8 3x4 3x4 5x12 4x5 3x4 2x4 3x6 6-6-14 6-6-14 9-11-4 3-4-6 12-2-8 2-3-4 19-7-12 7-5-4 27-1-0 7-5-4 30-4-8 3-3-8 -1-0-0 1-0-0 6-6-14 6-6-14 9-11-4 3-4-6 12-2-8 2-3-4 19-7-12 7-5-4 27-1-0 7-5-4 30-4-8 3-3-8 0- 3 - 1 4 9- 2 - 3 0- 8 - 0 3.50 12 Plate Offsets (X,Y)-- [2:0-2-14,Edge], [5:0-2-0,0-1-8], [15:0-6-4,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.59 0.48 0.40 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.20 0.02 (loc) 13-14 13-14 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 146 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 6-16: 2x4 SPF Stud WEBS 2x4 SPF Stud *Except* 10-11,6-14,8-13,10-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 16-17,11-12. WEBS 1 Row at midpt 10-11, 8-13 REACTIONS.(lb/size) 11=731/0-3-8, 2=298/0-3-0, 17=1447/0-3-8 Max Horz 2=297(LC 6) Max Uplift 11=-82(LC 5), 2=-57(LC 7), 17=-123(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-195/583, 6-8=-815/64, 8-9=-366/85, 9-10=-329/107, 10-11=-701/92 BOT CHORD 6-15=-776/136, 13-14=-110/724, 9-13=-361/129 WEBS 4-17=-877/82, 15-17=-559/71, 4-15=-84/937, 6-14=-1/634, 8-13=-526/86, 10-13=-97/799, 3-17=-687/80 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -1-0-0 to 2-4-13, Interior(1) 2-4-13 to 30-2-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 2 except (jt=lb) 17=123. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050074-A Truss L1 Truss Type Monopitch Qty 2 Ply 1 21A The Grove at Legacy-Roof Trusses Job Reference (optional) I33371576 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:16:20 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:71jxBQkmVbvGR5Ea_k_GdFysDrZ-Fl?15T1Nty6XLHsyqfs5DpDOYkIPS0aR422SfYzFcYf Scale = 1:53.2 1 2 3 4 5 6 7 8 12 11 10 9 13 14 15 16 3x6 3x4 3x10 3x6 3x4 2x4 3x4 3x4 3x4 3x6 3x6 9-11-4 9-11-4 20-0-7 10-1-3 30-4-8 10-4-1 -1-0-0 1-0-0 8-2-11 8-2-11 15-5-3 7-2-8 22-9-0 7-3-13 30-4-8 7-7-8 0- 3 - 1 4 9- 2 - 3 3.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.65 0.69 0.38 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.28 -0.72 0.03 (loc) 9-10 9-10 9 l/defl >856 >338 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 Stud *Except* 8-9,7-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-9, 5-12, 7-9 REACTIONS.(lb/size) 9=764/0-3-8, 12=1347/0-3-8, 2=365/0-3-0 Max Horz 2=297(LC 6) Max Uplift 9=-85(LC 5), 12=-112(LC 5), 2=-55(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-165/313, 5-7=-719/61 BOT CHORD 10-12=-145/598, 9-10=-117/564 WEBS 3-12=-532/177, 5-12=-1095/146, 7-10=0/344, 7-9=-734/133 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -1-0-0 to 2-4-13, Interior(1) 2-4-13 to 30-2-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 2 except (jt=lb) 12=112. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050074-A Truss LG Truss Type MONOPITCH GIRDER Qty 1 Ply 2 21A The Grove at Legacy-Roof Trusses Job Reference (optional) I33371577 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:16:21 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:71jxBQkmVbvGR5Ea_k_GdFysDrZ-jxZPIp2?eGEOzRR8NNNKl1mbl8e7BLmaJio?B_zFcYe Scale = 1:53.9 1 2 3 4 5 9 87 6 10 11 12 13 14 15 16 17 18 19 20 21 3x4 3x6 2x4 5x6 7x10 10x12 3x10 5x6 6x8 JUS26 JUS26 JUS26 JUS26 JUS26 JUS26 JUS26 JUS26 JUS26 JUS26 10-2-15 10-2-15 20-7-0 10-4-1 5-7-11 5-7-11 12-11-8 7-3-13 20-7-0 7-7-8 3- 2 - 2 9- 2 - 3 3.50 12 Plate Offsets (X,Y)-- [7:0-6-0,0-5-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.55 0.66 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.34 0.02 (loc) 7-9 7-9 6 l/defl >999 >726 n/a L/d 240 180 n/a PLATES MT20 Weight: 266 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 2-7,2-9,4-7: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6, 2-9, 4-6 REACTIONS.(lb/size) 6=3901/0-3-8, 9=4517/0-3-8 Max Horz 9=276(LC 10) Max Uplift 6=-470(LC 3), 9=-414(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-4896/511 BOT CHORD 7-9=-461/3576, 6-7=-365/3155 WEBS 2-7=-105/1476, 2-9=-4319/467, 4-7=-343/3872, 4-6=-4147/503 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=470, 9=414. 6) Use USP JUS26 (With 10d nails into Girder & 10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 0-8-8 from the left end to 18-8-8 to connect truss(es) to front face of bottom chord. 7) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 6-9=-20 Concentrated Loads (lb) Vert: 12=-640(F) 13=-635(F) 14=-768(F) 15=-768(F) 16=-768(F) 17=-768(F) 18=-768(F) 19=-560(F) 20=-560(F) 21=-560(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050074-A Truss LG1 Truss Type MONOPITCH GIRDER Qty 1 Ply 3 21A The Grove at Legacy-Roof Trusses Job Reference (optional) I33371578 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:16:22 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:71jxBQkmVbvGR5Ea_k_GdFysDrZ-B87nV83dPaNFbb0Kx4uZIEJhjYzHwmrkXMXZkQzFcYd Scale = 1:53.9 1 2 3 4 5 9 87 6 10 11 12 13 14 15 16 17 18 19 20 21 3x4 3x6 2x4 5x6 7x10 10x12 4x6 5x6 6x8 JUS28 JUS28 JUS28 JUS28 JUS28 JUS28 JUS28 JUS28 JUS28 JUS28 5-3-8 5-3-8 10-2-15 4-11-7 15-3-8 5-0-9 20-7-0 5-3-8 5-3-8 5-3-8 5-7-11 0-4-3 12-11-8 7-3-13 15-3-8 2-4-0 20-7-0 5-3-8 3- 2 - 2 9- 2 - 3 3.50 12 Plate Offsets (X,Y)-- [4:0-4-0,0-2-0], [7:0-6-0,0-6-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.86 0.73 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.39 0.03 (loc) 6-7 6-7 6 l/defl >999 >627 n/a L/d 240 180 n/a PLATES MT20 Weight: 399 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF Stud *Except* 5-6,4-6: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6 REACTIONS.(lb/size) 6=6836/0-3-8, 9=7575/0-3-8 Max Horz 9=276(LC 10) Max Uplift 6=-210(LC 3), 9=-184(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-337/63, 2-4=-8178/209 BOT CHORD 7-9=-253/5834, 6-7=-177/5193 WEBS 2-7=0/2707, 2-9=-7097/212, 4-7=-76/6766, 4-6=-6821/256 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=210, 9=184. 6) Use USP JUS28 (With 10d nails into Girder & 10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 0-8-8 from the left end to 18-8-8 to connect truss(es) to back face of bottom chord. 7) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 6-9=-20 Concentrated Loads (lb) Vert: 12=-1283(B) 13=-1278(B) 14=-1278(B) 15=-1278(B) 16=-1278(B) 17=-1278(B) 18=-1278(B) 19=-1278(B) 20=-1278(B) 21=-1278(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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050074-A Truss M Truss Type COMMON Qty 2 Ply 1 21A The Grove at Legacy-Roof Trusses Job Reference (optional) I33371579 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:16:23 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:71jxBQkmVbvGR5Ea_k_GdFysDrZ-gKh9jU4FAtV5CkbXVnPoqSr_SyKzfOMtm0H6GtzFcYc Scale = 1:41.7 1 2 3 4 5 6 7 8 9 10 19 20 21 22 6x8 3x4 4x5 5x10 2x4 2x4 6x8 3x4 10-3-8 10-3-8 20-7-0 10-3-8 -1-0-0 1-0-0 5-3-8 5-3-8 10-3-8 5-0-0 15-3-8 5-0-0 20-7-0 5-3-8 21-7-0 1-0-0 0- 7 - 1 2 6- 7 - 1 3 0- 7 - 1 2 7.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [8:0-3-11,Edge], [10:0-5-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.35 0.70 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.38 0.03 (loc) 10-13 10-13 8 l/defl >999 >644 n/a L/d 240 180 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 WEBS 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 2-0-0, Right 2x4 SPF Stud 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=883/0-3-8, 8=883/0-3-8 Max Horz 2=142(LC 6) Max Uplift 2=-56(LC 7), 8=-56(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1116/77, 4-5=-897/69, 5-6=-897/69, 6-8=-1116/78 BOT CHORD 2-10=-20/956, 8-10=0/956 WEBS 5-10=0/575, 6-10=-322/122, 4-10=-322/122 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -1-0-0 to 2-4-13, Interior(1) 2-4-13 to 10-3-8, Exterior(2) 10-3-8 to 13-8-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050074-A Truss MB Truss Type GABLE Qty 1 Ply 1 21A The Grove at Legacy-Roof Trusses Job Reference (optional) I33371580 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:16:24 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:71jxBQkmVbvGR5Ea_k_GdFysDrZ-8WFYwq4txBdyquAj3Vw1NfODWLqWOtM1?g0foJzFcYb Scale = 1:42.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 32 31 30 29 28 27 26 25 24 23 22 21 20 33 34 4x5 3x6 3x4 5x6 3x6 3x4 20-7-0 20-7-0 -1-0-0 1-0-0 10-3-8 10-3-8 20-7-0 10-3-8 21-7-0 1-0-0 0- 7 - 1 2 6- 7 - 1 3 0- 7 - 1 2 7.00 12 Plate Offsets (X,Y)-- [2:0-3-11,Edge], [18:0-3-11,Edge], [26:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.07 0.04 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 18 19 18 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 110 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 1-6-3, Right 2x4 SPF Stud 1-6-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 20-7-0. (lb) - Max Horz 2=148(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 18, 27, 28, 29, 30, 31, 32, 24, 23, 22, 21, 20, 2 Max Grav All reactions 250 lb or less at joint(s) 18, 26, 27, 28, 29, 30, 31, 32, 25, 24, 23, 22, 21, 20, 2 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Corner(3) -1-0-0 to 2-3-8, Exterior(2) 2-3-8 to 10-3-8, Corner(3) 10-3-8 to 13-8-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 27, 28, 29, 30, 31, 32, 24, 23, 22, 21, 20, 2. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050074-A Truss VH9 Truss Type Valley Qty 1 Ply 1 21A The Grove at Legacy-Roof Trusses Job Reference (optional) I33371581 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:16:24 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:71jxBQkmVbvGR5Ea_k_GdFysDrZ-8WFYwq4txBdyquAj3Vw1NfOCgLpCOuV1?g0foJzFcYb Scale = 1:10.1 1 2 3 2x4 2x4 2x4 4-5-3 4-5-3 0- 0 - 4 1- 5 - 1 2 4.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.19 0.12 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=134/4-4-7, 3=134/4-4-7 Max Horz 1=38(LC 6) Max Uplift 1=-9(LC 5), 3=-14(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050074-A Truss VJ1 Truss Type Valley Qty 1 Ply 1 21A The Grove at Legacy-Roof Trusses Job Reference (optional) I33371582 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:16:25 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:71jxBQkmVbvGR5Ea_k_GdFysDrZ-cjow8A5WiVlpS2lvcCRGwtxNwl9t7JBAEKmDKlzFcYa Scale = 1:44.4 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 3x4 4x5 3x4 5x6 0-0-6 0-0-6 21-5-5 21-4-15 10-8-11 10-8-11 21-5-5 10-8-11 0- 0 - 4 7- 1 - 1 2 0- 0 - 4 8.00 12 Plate Offsets (X,Y)-- [10:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.16 0.09 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 72 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 Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 21-4-9. (lb) - Max Horz 1=-159(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 11, 12, 9, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7, 10 except 11=349(LC 11), 12=276(LC 1), 9=349(LC 12), 8=276(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-267/113, 5-9=-267/113 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-5-12 to 3-10-9, Interior(1) 3-10-9 to 10-8-11, Exterior(2) 10-8-11 to 14-1-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are 2x4 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 11, 12, 9, 8. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050074-A Truss VJ2 Truss Type Valley Qty 1 Ply 1 21A The Grove at Legacy-Roof Trusses Job Reference (optional) I33371583 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:16:26 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:71jxBQkmVbvGR5Ea_k_GdFysDrZ-4vMILW68Totg3CK6AwzVS4TXm9TqsnMJS_VmtCzFcYZ Scale = 1:37.2 1 2 3 4 5 876 9 10 11 12 13 14 3x4 4x5 3x4 5x6 2x4 2x4 2x4 2x4 0-0-6 0-0-6 17-11-5 17-10-15 8-11-11 8-11-11 17-11-5 8-11-11 0- 0 - 4 5- 1 1 - 1 2 0- 0 - 4 8.00 12 Plate Offsets (X,Y)-- [7:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.22 0.18 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) 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 Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 17-10-9. (lb) - Max Horz 1=-132(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=411(LC 11), 6=411(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-304/150, 4-6=-304/150 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-5-12 to 3-10-9, Interior(1) 3-10-9 to 8-11-11, Exterior(2) 8-11-11 to 12-4-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050074-A Truss VJ3 Truss Type Valley Qty 1 Ply 1 21A The Grove at Legacy-Roof Trusses Job Reference (optional) I33371584 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:16:26 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:71jxBQkmVbvGR5Ea_k_GdFysDrZ-4vMILW68Totg3CK6AwzVS4TYA9U?snnJS_VmtCzFcYZ Scale = 1:29.8 1 2 3 4 5 8 7 6 9 10 11 12 3x4 4x5 3x4 2x4 2x4 2x4 2x4 2x4 0-0-6 0-0-6 14-5-5 14-4-15 7-2-11 7-2-11 14-5-5 7-2-11 0- 0 - 4 4- 9 - 1 2 0- 0 - 4 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.19 0.10 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 43 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 Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-4-9. (lb) - Max Horz 1=104(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=258(LC 1), 8=321(LC 11), 6=321(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-5-12 to 3-10-9, Interior(1) 3-10-9 to 7-2-11, Exterior(2) 7-2-11 to 10-7-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 8, 6. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050074-A Truss VJ4 Truss Type Valley Qty 1 Ply 1 21A The Grove at Legacy-Roof Trusses Job Reference (optional) I33371585 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:16:27 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:71jxBQkmVbvGR5Ea_k_GdFysDrZ-Y5wgZs7mD6?XhMvIkdUk?I0fHZnXbE8TheFKPezFcYY Scale = 1:23.0 1 2 3 4 5 6 7 8 3x4 4x5 3x4 2x4 0-0-6 0-0-6 10-11-5 10-10-15 5-5-11 5-5-11 10-11-5 5-5-11 0- 0 - 4 3- 7 - 1 2 0- 0 - 4 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.42 0.27 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=217/10-10-9, 3=217/10-10-9, 4=364/10-10-9 Max Horz 1=-77(LC 5) Max Uplift 1=-37(LC 7), 3=-41(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-5-12 to 3-10-9, Interior(1) 3-10-9 to 5-5-11, Exterior(2) 5-5-11 to 8-10-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050074-A Truss VJ5 Truss Type Valley Qty 1 Ply 1 21A The Grove at Legacy-Roof Trusses Job Reference (optional) I33371586 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:16:28 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:71jxBQkmVbvGR5Ea_k_GdFysDrZ-0HU2mC8O_Q7OJWTUIL?zXVZuszADKixcwI_tx4zFcYX Scale = 1:17.1 1 2 3 4 2x4 4x5 2x4 2x4 0-0-6 0-0-6 7-5-5 7-4-15 3-8-11 3-8-11 7-5-5 3-8-11 0- 0 - 4 2- 5 - 1 2 0- 0 - 4 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.18 0.12 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 19 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 Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=141/7-4-9, 3=141/7-4-9, 4=236/7-4-9 Max Horz 1=-50(LC 5) Max Uplift 1=-29(LC 7), 3=-29(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050074-A Truss VJ6 Truss Type Valley Qty 1 Ply 1 21A The Grove at Legacy-Roof Trusses Job Reference (optional) I33371587 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:16:28 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:71jxBQkmVbvGR5Ea_k_GdFysDrZ-0HU2mC8O_Q7OJWTUIL?zXVZw2zASKiVcwI_tx4zFcYX Scale = 1:9.3 1 2 3 2x4 3x6 2x4 3-10-15 3-10-15 3-11-5 0-0-6 1-11-11 1-11-11 3-11-5 1-11-11 0- 0 - 4 1- 3 - 1 2 0- 0 - 4 8.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.04 0.10 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=119/3-10-9, 3=119/3-10-9 Max Horz 1=23(LC 6) Max Uplift 1=-10(LC 7), 3=-10(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050074-A Truss VJB Truss Type GABLE Qty 1 Ply 1 21A The Grove at Legacy-Roof Trusses Job Reference (optional) I33371588 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:16:29 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:71jxBQkmVbvGR5Ea_k_GdFysDrZ-UU2RzY80ljFFwf2gr2WC4j548MXO38om8ykQTXzFcYW Scale = 1:51.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 33 34 35 36 37 38 3x4 4x5 3x4 5x6 24-11-5 24-11-5 12-5-11 12-5-11 24-11-5 12-5-11 0- 0 - 4 8- 3 - 1 2 0- 0 - 4 8.00 12 Plate Offsets (X,Y)-- [25:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.08 0.06 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 17 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 137 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 9-25: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 24-11-5. (lb) - Max Horz 1=186(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 26, 27, 28, 29, 30, 31, 32, 23, 22, 21, 20, 19, 18 Max Grav All reactions 250 lb or less at joint(s) 1, 17, 25, 26, 27, 28, 29, 30, 31, 32, 24, 23, 22, 21, 20, 19, 18 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-5-12 to 3-10-9, Interior(1) 3-10-9 to 12-5-11, Exterior(2) 12-5-11 to 15-10-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are 2x4 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 26, 27, 28, 29, 30, 31, 32, 23, 22, 21, 20, 19, 18. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050074-A Truss VK1 Truss Type Valley Qty 1 Ply 1 21A The Grove at Legacy-Roof Trusses Job Reference (optional) I33371589 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:16:30 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:71jxBQkmVbvGR5Ea_k_GdFysDrZ-ygcpBu9eW1N6YpdtPl1RdweDFmrvoZJvNcT_0zzFcYV Scale = 1:46.4 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 18 19 4x5 3x4 5x6 22-2-8 22-2-8 9-2-12 9-2-12 22-2-8 12-11-12 2- 2 - 4 7- 6 - 1 4 0- 0 - 4 7.00 12 Plate Offsets (X,Y)-- [10:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.25 0.17 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 80 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 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 22-2-1. (lb) - Max Horz 13=-193(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 13, 7, 11, 12, 9, 8 Max Grav All reactions 250 lb or less at joint(s) 13, 7 except 10=296(LC 1), 11=350(LC 11), 12=260(LC 11), 9=321(LC 12), 8=385(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-268/116, 6-8=-280/130 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-1-12 to 3-6-9, Interior(1) 3-6-9 to 9-2-12, Exterior(2) 9-2-12 to 12-7-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are 2x4 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 7, 11, 12, 9, 8. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050074-A Truss VK2 Truss Type Valley Qty 1 Ply 1 21A The Grove at Legacy-Roof Trusses Job Reference (optional) I33371590 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:16:31 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:71jxBQkmVbvGR5Ea_k_GdFysDrZ-RsABODAGHLVzAzC3zTYg98BPBACGX1q3cGDXYPzFcYU Scale = 1:40.2 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 18 4x5 3x4 5x6 20-2-8 20-2-8 9-2-12 9-2-12 20-2-8 10-11-12 1- 0 - 4 6- 4 - 1 4 0- 0 - 4 7.00 12 Plate Offsets (X,Y)-- [10:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.17 0.09 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) 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 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 20-2-1. (lb) - Max Horz 13=-151(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 13, 7, 11, 12, 9, 8 Max Grav All reactions 250 lb or less at joint(s) 13, 7 except 10=278(LC 1), 11=351(LC 11), 12=258(LC 11), 9=348(LC 12), 8=283(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-268/116, 5-9=-267/101 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-1-12 to 3-6-9, Interior(1) 3-6-9 to 9-2-12, Exterior(2) 9-2-12 to 12-7-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are 2x4 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 7, 11, 12, 9, 8. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050074-A Truss VK3 Truss Type Valley Qty 1 Ply 1 21A The Grove at Legacy-Roof Trusses Job Reference (optional) I33371591 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:16:31 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:71jxBQkmVbvGR5Ea_k_GdFysDrZ-RsABODAGHLVzAzC3zTYg98BOYACpX2t3cGDXYPzFcYU Scale = 1:33.8 1 2 3 4 5 8 7 6 9 10 11 12 13 14 3x4 4x5 3x4 5x6 2x4 2x4 2x4 2x4 0-0-7 0-0-7 17-11-8 17-11-1 8-11-12 8-11-12 17-11-8 8-11-12 0- 0 - 4 5- 2 - 1 4 0- 0 - 4 7.00 12 Plate Offsets (X,Y)-- [7:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.21 0.12 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 53 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 Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 17-10-11. (lb) - Max Horz 1=-114(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=408(LC 11), 6=408(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-302/134, 4-6=-302/134 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-6-8 to 3-11-5, Interior(1) 3-11-5 to 8-11-12, Exterior(2) 8-11-12 to 12-4-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050074-A Truss VK4 Truss Type Valley Qty 1 Ply 1 21A The Grove at Legacy-Roof Trusses Job Reference (optional) I33371592 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:16:32 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:71jxBQkmVbvGR5Ea_k_GdFysDrZ-v3kZcZBv2edqn7nFXA3viLjZlaYVGVUCrwy44rzFcYT Scale = 1:26.2 1 2 3 4 5 8 7 6 9 10 11 12 3x4 4x5 3x4 2x4 2x4 2x4 2x4 2x4 0-0-7 0-0-7 13-11-8 13-11-1 6-11-12 6-11-12 13-11-8 6-11-12 0- 0 - 4 4- 0 - 1 4 0- 0 - 4 7.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.18 0.09 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 40 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 Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-10-11. (lb) - Max Horz 1=-87(LC 5) 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=272(LC 1), 8=310(LC 11), 6=310(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-6-8 to 3-11-5, Interior(1) 3-11-5 to 6-11-12, Exterior(2) 6-11-12 to 10-4-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 8, 6. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050074-A Truss VK5 Truss Type Valley Qty 1 Ply 1 21A The Grove at Legacy-Roof Trusses Job Reference (optional) I33371593 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:16:32 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:71jxBQkmVbvGR5Ea_k_GdFysDrZ-v3kZcZBv2edqn7nFXA3viLjWOaWbGWcCrwy44rzFcYT Scale = 1:19.7 1 2 3 4 5 6 7 8 9 10 2x4 4x5 2x4 2x4 0-0-7 0-0-7 9-11-8 9-11-1 4-11-12 4-11-12 9-11-8 4-11-12 0- 0 - 4 2- 1 0 - 1 4 0- 0 - 4 7.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.33 0.22 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 26 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 Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=187/9-10-11, 3=187/9-10-11, 4=336/9-10-11 Max Horz 1=-60(LC 5) Max Uplift 1=-32(LC 7), 3=-35(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-6-8 to 3-11-5, Interior(1) 3-11-5 to 4-11-12, Exterior(2) 4-11-12 to 8-4-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050074-A Truss VK6 Truss Type Valley Qty 1 Ply 1 21A The Grove at Legacy-Roof Trusses Job Reference (optional) I33371594 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:16:33 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:71jxBQkmVbvGR5Ea_k_GdFysDrZ-NFHxpvBXpylhPHMS4ub8EZGlo_tB?zJL3aiedIzFcYS Scale = 1:13.2 1 2 3 4 2x4 4x5 2x4 2x4 0-0-7 0-0-7 5-11-8 5-11-1 2-11-12 2-11-12 5-11-8 2-11-12 0- 0 - 4 1- 8 - 1 4 0- 0 - 4 7.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.10 0.07 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) 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 Structural wood sheathing directly applied or 5-11-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=103/5-10-11, 3=103/5-10-11, 4=185/5-10-11 Max Horz 1=-33(LC 5) Max Uplift 1=-20(LC 7), 3=-20(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050074-A Truss VL1 Truss Type Valley Qty 2 Ply 1 21A The Grove at Legacy-Roof Trusses Job Reference (optional) I33371595 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:16:34 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:71jxBQkmVbvGR5Ea_k_GdFysDrZ-rRrK1FC9aGtY1Rxeeb6NnmpqbNAVkNKVIERB9kzFcYR Scale: 1/4"=1' 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 3x6 3x4 3x4 3x4 3x6 27-5-12 27-5-12 27-5-12 27-5-12 0- 0 - 4 8- 0 - 3 3.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.48 0.32 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 94 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-9 REACTIONS.All bearings 27-4-14. (lb) - Max Horz 1=254(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 9, 10, 11, 13, 14, 15 Max Grav All reactions 250 lb or less at joint(s) 9, 1, 14 except 10=346(LC 1), 11=309(LC 1), 13=342(LC 1), 15=526(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 7-10=-260/96, 5-13=-255/90, 2-15=-381/131 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 1-0-14 to 4-5-11, Interior(1) 4-5-11 to 27-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are 2x4 MT20 unless otherwise indicated. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 10, 11, 13, 14, 15. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050074-A Truss VL2 Truss Type Valley Qty 2 Ply 1 21A The Grove at Legacy-Roof Trusses Job Reference (optional) I33371596 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:16:34 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:71jxBQkmVbvGR5Ea_k_GdFysDrZ-rRrK1FC9aGtY1Rxeeb6NnmpqbNAVkOWVIERB9kzFcYR Scale = 1:37.5 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 3x6 3x4 3x6 23-5-12 23-5-12 23-5-12 23-5-12 0- 0 - 4 6- 1 0 - 3 3.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.48 0.32 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 76 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 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 23-4-14. (lb) - Max Horz 1=215(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 8, 9, 11, 12, 13 Max Grav All reactions 250 lb or less at joint(s) 8, 1, 12 except 9=340(LC 1), 11=335(LC 1), 13=525(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-9=-256/92, 2-13=-381/131 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 1-0-14 to 4-5-11, Interior(1) 4-5-11 to 23-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are 2x4 MT20 unless otherwise indicated. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 9, 11, 12, 13. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050074-A Truss VL3 Truss Type Valley Qty 2 Ply 1 21A The Grove at Legacy-Roof Trusses Job Reference (optional) I33371597 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:16:35 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:71jxBQkmVbvGR5Ea_k_GdFysDrZ-JePiEbDnLZ?PfaWqCJdcK_L?JnWjTsUeXuBlhAzFcYQ Scale = 1:31.1 1 2 3 4 5 6 11 10 9 8 7 12 13 14 15 3x6 3x4 3x6 19-5-12 19-5-12 19-5-12 19-5-12 0- 0 - 4 5- 8 - 3 3.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.48 0.32 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 59 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 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 19-4-14. (lb) - Max Horz 1=177(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 7, 8, 10, 11 Max Grav All reactions 250 lb or less at joint(s) 7, 1, 10 except 8=364(LC 1), 11=527(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-8=-272/91, 2-11=-382/131 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 1-0-14 to 4-5-11, Interior(1) 4-5-11 to 19-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are 2x4 MT20 unless otherwise indicated. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 8, 10, 11. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050074-A Truss VL4 Truss Type Valley Qty 2 Ply 1 21A The Grove at Legacy-Roof Trusses Job Reference (optional) I33371598 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:16:35 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:71jxBQkmVbvGR5Ea_k_GdFysDrZ-JePiEbDnLZ?PfaWqCJdcK_L?QnWmTsseXuBlhAzFcYQ Scale = 1:26.9 1 2 3 4 7 6 5 8 9 10 11 3x4 2x4 2x4 2x4 2x4 2x4 2x4 15-5-12 15-5-12 0- 0 - 4 4- 6 - 3 3.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.48 0.31 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 44 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 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-4-14. (lb) - Max Horz 1=138(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=265(LC 1), 7=521(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-7=-377/130 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 1-0-14 to 4-5-11, Interior(1) 4-5-11 to 15-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 6, 7. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050074-A Truss VL5 Truss Type Valley Qty 2 Ply 1 21A The Grove at Legacy-Roof Trusses Job Reference (optional) I33371599 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:16:36 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:71jxBQkmVbvGR5Ea_k_GdFysDrZ-nqz4SxEP6t7FGk51m08rsBu98BrdCJ0olYwIDdzFcYP Scale = 1:20.5 1 2 3 5 4 6 7 8 3x4 2x4 2x4 2x4 2x4 11-5-12 11-5-12 0- 0 - 4 3- 4 - 3 3.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.54 0.34 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 30 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 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=208/11-4-14, 4=73/11-4-14, 5=540/11-4-14 Max Horz 1=100(LC 6) Max Uplift 1=-9(LC 7), 4=-4(LC 6), 5=-64(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-405/150 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 1-0-14 to 4-5-11, Interior(1) 4-5-11 to 11-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 5. 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050074-A Truss VL6 Truss Type Valley Qty 2 Ply 1 21A The Grove at Legacy-Roof Trusses Job Reference (optional) I33371600 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:16:36 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:71jxBQkmVbvGR5Ea_k_GdFysDrZ-nqz4SxEP6t7FGk51m08rsBu7EBqGCKTolYwIDdzFcYP Scale = 1:14.1 1 2 3 4 5 6 2x4 2x4 2x4 7-5-12 7-5-12 0- 0 - 4 2- 2 - 3 3.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.66 0.43 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=250/7-4-14, 3=250/7-4-14 Max Horz 1=61(LC 6) Max Uplift 1=-18(LC 7), 3=-25(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 1-0-14 to 4-5-11, Interior(1) 4-5-11 to 7-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050074-A Truss VL7 Truss Type Valley Qty 2 Ply 1 21A The Grove at Legacy-Roof Trusses Job Reference (optional) I33371601 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:16:37 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:71jxBQkmVbvGR5Ea_k_GdFysDrZ-F0XSfHF1tBF6uufDJkf4PPRR?bGHxnjx_Cgrm3zFcYO Scale = 1:7.8 1 2 3 2x4 2x4 2x4 3-5-12 3-5-12 0- 0 - 4 1- 0 - 3 3.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.09 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=90/3-4-14, 3=90/3-4-14 Max Horz 1=22(LC 6) Max Uplift 1=-6(LC 5), 3=-9(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 e d g e o f t r u s s . f r o m o u t s i d e " 1 6 / 1 - 0 P R O D U C T C O D E A P P R O V A L S J O I N T S A R E G E N E R A L L Y N U M B E R E D / L E T T E R E D C L O C K W I S E A R O U N D T H E T R U S S S T A R T I N G A T T H E J O I N T F A R T H E S T T O T H E L E F T . C H O R D S A N D W E B S A R E I D E N T I F I E D B Y E N D J O I N T N U M B E R S / L E T T E R S . W 4 - 6 W3-6 W 3 - 7 W2-7 W 1 - 7 C1-8 C 5 - 6 C 6 - 7 C 7 - 8 C4-5 C 3 - 4 C 2 - 3 C 1 - 2 TOP CHORD TOP CHORD 8 7 6 5 4 3 2 1 B O T T O M C H O R D S T O P C H O R D S B E A R I N G L A T E R A L B R A C I N G L O C A T I O N I n d i c a t e s l o c a t i o n w h e r e b e a r i n g s ( s u p p o r t s ) o c c u r . I c o n s v a r y b u t r e a c t i o n s e c t i o n i n d i c a t e s j o i n t n u m b e r w h e r e b e a r i n g s o c c u r . M i n s i z e s h o w n i s f o r c r u s h i n g o n l y . I n d i c a t e d b y s y m b o l s h o w n a n d / o r b y t e x t i n t h e b r a c i n g s e c t i o n o f t h e o u t p u t . U s e T o r I b r a c i n g i f i n d i c a t e d . T h e f i r s t d i m e n s i o n i s t h e p l a t e w i d t h m e a s u r e d p e r p e n d i c u l a r t o s l o t s . S e c o n d d i m e n s i o n i s t h e l e n g t h p a r a l l e l t o s l o t s . 4 x 4 P L A T E S I Z E T h i s s y m b o l i n d i c a t e s t h e r e q u i r e d d i r e c t i o n o f s l o t s i n c o n n e c t o r p l a t e s . " 1 6 / 1 F o r 4 x 2 o r i e n t a t i o n , l o c a t e p l a t e s 0 - C e n t e r p l a t e o n j o i n t u n l e s s x , y o f f s e t s a r e i n d i c a t e d . D i m e n s i o n s a r e i n f t - i n - s i x t e e n t h s . A p p l y p l a t e s t o b o t h s i d e s o f t r u s s a n d f u l l y e m b e d t e e t h . 1 " 4 / 3 P L A T E L O C A T I O N A N D O R I E N T A T I O N S y m b o l s N u m b e r i n g S y s t e m 1 . A d d i t i o n a l s t a b i l i t y b r a c i n g f o r t r u s s s y s t e m , e . g . d i a g o n a l o r X - b r a c i n g , i s a l w a y s r e q u i r e d . S e e B C S I . 2 . T r u s s b r a c i n g m u s t b e d e s i g n e d b y a n e n g i n e e r . F o r w i d e t r u s s s p a c i n g , i n d i v i d u a l l a t e r a l b r a c e s t h e m s e l v e s m a y r e q u i r e b r a c i n g , o r a l t e r n a t i v e T o r I b r a c i n g s h o u l d b e c o n s i d e r e d . 3 . N e v e r e x c e e d t h e d e s i g n l o a d i n g s h o w n a n d n e v e r s t a c k m a t e r i a l s o n i n a d e q u a t e l y b r a c e d t r u s s e s . 4 . P r o v i d e c o p i e s o f t h i s t r u s s d e s i g n t o t h e b u i l d i n g d e s i g n e r , e r e c t i o n s u p e r v i s o r , p r o p e r t y o w n e r a n d a l l o t h e r i n t e r e s t e d p a r t i e s . 5 . C u t m e m b e r s t o b e a r t i g h t l y a g a i n s t e a c h o t h e r . 6 . P l a c e p l a t e s o n e a c h f a c e o f t r u s s a t e a c h j o i n t a n d e m b e d f u l l y . K n o t s a n d w a n e a t j o i n t l o c a t i o n s a r e r e g u l a t e d b y A N S I / T P I 1 . 7 . D e s i g n a s s u m e s t r u s s e s w i l l b e s u i t a b l y p r o t e c t e d f r o m t h e e n v i r o n m e n t i n a c c o r d w i t h A N S I / T P I 1 . 8 . U n l e s s o t h e r w i s e n o t e d , m o i s t u r e c o n t e n t o f l u m b e r s h a l l n o t e x c e e d 1 9 % a t t i m e o f f a b r i c a t i o n . 9 . U n l e s s e x p r e s s l y n o t e d , t h i s d e s i g n i s n o t a p p l i c a b l e f o r u s e w i t h f i r e r e t a r d a n t , p r e s e r v a t i v e t r e a t e d , o r g r e e n l u m b e r . 1 0 . C a m b e r i s a n o n - s t r u c t u r a l c o n s i d e r a t i o n a n d i s t h e r e s p o n s i b i l i t y o f t r u s s f a b r i c a t o r . G e n e r a l p r a c t i c e i s t o c a m b e r f o r d e a d l o a d d e f l e c t i o n . 1 1 . P l a t e t y p e , s i z e , o r i e n t a t i o n a n d l o c a t i o n d i m e n s i o n s i n d i c a t e d a r e m i n i m u m p l a t i n g r e q u i r e m e n t s . 1 2 . L u m b e r u s e d s h a l l b e o f t h e s p e c i e s a n d s i z e , a n d i n a l l r e s p e c t s , e q u a l t o o r b e t t e r t h a n t h a t s p e c i f i e d . 1 3 . T o p c h o r d s m u s t b e s h e a t h e d o r p u r l i n s p r o v i d e d a t s p a c i n g i n d i c a t e d o n d e s i g n . 1 4 . B o t t o m c h o r d s r e q u i r e l a t e r a l b r a c i n g a t 1 0 f t . s p a c i n g , o r l e s s , i f n o c e i l i n g i s i n s t a l l e d , u n l e s s o t h e r w i s e n o t e d . 1 5 . C o n n e c t i o n s n o t s h o w n a r e t h e r e s p o n s i b i l i t y o f o t h e r s . 1 6 . D o n o t c u t o r a l t e r t r u s s m e m b e r o r p l a t e w i t h o u t p r i o r a p p r o v a l o f a n e n g i n e e r . 1 7 . I n s t a l l a n d l o a d v e r t i c a l l y u n l e s s i n d i c a t e d o t h e r w i s e . 1 8 . U s e o f g r e e n o r t r e a t e d l u m b e r m a y p o s e u n a c c e p t a b l e e n v i r o n m e n t a l , h e a l t h o r p e r f o r m a n c e r i s k s . C o n s u l t w i t h p r o j e c t e n g i n e e r b e f o r e u s e . 1 9 . R e v i e w a l l p o r t i o n s o f t h i s d e s i g n ( f r o n t , b a c k , w o r d s a n d p i c t u r e s ) b e f o r e u s e . R e v i e w i n g p i c t u r e s a l o n e i s n o t s u f f i c i e n t . 2 0 . D e s i g n a s s u m e s m a n u f a c t u r e i n a c c o r d a n c e w i t h A N S I / T P I 1 Q u a l i t y C r i t e r i a . F a i l u r e t o F o l l o w C o u l d C a u s e P r o p e r t y D a m a g e o r P e r s o n a l I n j u r y G e n e r a l S a f e t y N o t e s * P l a t e l o c a t i o n d e t a i l s a v a i l a b l e i n M i T e k 2 0 / 2 0 s o f t w a r e o r u p o n r e q u e s t . I n d u s t r y S t a n d a r d s : 6 - 4 - 8 d i m e n s i o n s s h o w n i n f t - i n - s i x t e e n t h s ( D r a w i n g s n o t t o s c a l e ) © 2 0 1 2 M i T e k ® A l l R i g h t s R e s e r v e d M i T e k E n g i n e e r i n g R e f e r e n c e S h e e t : M I I - 7 4 7 3 r e v . 1 0 / 0 3 / 2 0 1 5 W E B S e d g e o f t r u s s . f r o m o u t s i d e " 1 6 / 1 - 0 I C C - E S R e p o r t s : E S R - 1 3 1 1 , E S R - 1 3 5 2 , E S R 1 9 8 8 E R - 3 9 0 7 , E S R - 2 3 6 2 , E S R - 1 3 9 7 , E S R - 3 2 8 2 J O I N T S A R E G E N E R A L L Y N U M B E R E D / L E T T E R E D C L O C K W I S E A R O U N D T H E T R U S S S T A R T I N G A T T H E J O I N T F A R T H E S T T O T H E L E F T . C H O R D S A N D W E B S A R E I D E N T I F I E D B Y E N D J O I N T N U M B E R S / L E T T E R S . W 4 - 6 W3-6 W 3 - 7 W2-7 W 1 - 7 C1-8 C 5 - 6 C 6 - 7 C 7 - 8 C4-5 C 3 - 4 C 2 - 3 C 1 - 2 TOP CHORD TOP CHORD 8 7 6 5 4 3 2 1 B O T T O M C H O R D S T O P C H O R D S B E A R I N G I n d i c a t e s l o c a t i o n w h e r e b e a r i n g s ( s u p p o r t s ) o c c u r . I c o n s v a r y b u t r e a c t i o n s e c t i o n i n d i c a t e s j o i n t n u m b e r w h e r e b e a r i n g s o c c u r . 4 x 4 P L A T E S I Z E T h i s s y m b o l i n d i c a t e s t h e r e q u i r e d d i r e c t i o n o f s l o t s i n c o n n e c t o r p l a t e s . " 1 6 / 1 F o r 4 x 2 o r i e n t a t i o n , l o c a t e p l a t e s 0 - 1 " 4 / 3 P L A T E L O C A T I O N A N D O R I E N T A T I O N S y m b o l s N u m b e r i n g S y s t e m G e n e r a l S a f e t y N o t e s * P l a t e l o c a t i o n d e t a i l s a v a i l a b l e i n M i T e k 2 0 / 2 0 s o f t w a r e o r u p o n r e q u e s t . I n d u s t r y S t a n d a r d s : A N S I / T P I 1 : N a t i o n a l D e s i g n S p e c i f i c a t i o n f o r M e t a l P l a t e C o n n e c t e d W o o d T r u s s C o n s t r u c t i o n . D S B - 8 9 : D e s i g n S t a n d a r d f o r B r a c i n g . B C S I : B u i l d i n g C o m p o n e n t S a f e t y I n f o r m a t i o n , G u i d e t o G o o d P r a c t i c e f o r H a n d l i n g , I n s t a l l i n g & B r a c i n g o f M e t a l P l a t e C o n n e c t e d W o o d T r u s s e s . 6 - 4 - 8 d i m e n s i o n s s h o w n i n f t - i n - s i x t e e n t h s W E B S T r u s s e s a r e d e s i g n e d f o r w i n d l o a d s i n t h e p l a n e o f t h e t r u s s u n l e s s o t h e r w i s e s h o w n . L u m b e r d e s i g n v a l u e s a r e i n a c c o r d a n c e w i t h A N S I / T P I 1 s e c t i o n 6 . 3 T h e s e t r u s s d e s i g n s r e l y o n l u m b e r v a l u e s e s t a b l i s h e d b y o t h e r s .