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HomeMy WebLinkAboutM002.0Re: 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. Liu, Xuegang Pages or sheets covered by this seal: I34294833 thru I34294853 My license renewal date for the state of Indiana is July 31, 2020. 18080016-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: 29 The Grove at Legacy-Roof Trusses 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. August 10,2018 8 12 =3x5 =4x5 =3x5 =6x8 =3x5 =3x5 =2x4 =3x5=2x4 =6x8=3x5 =3x5 1 11 14 13 12 2 10 23 26 4 8 75 24 25 6 1- 0 -0 -1- 0-0 1-0-0 28-10-0 6- 8 -820-7-86-8-813-11-07-2-87-2-8 7-2-827-10-0 9-1-518-5-10 9- 4 -527-10-09-4-69-4-610-3-90-8-1310-0-2Scale = 1:64.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.15 TC 0.44 Vert(LL) -0.11 12-21 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.61 Vert(TL) -0.30 12-21 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horiz(TL) 0.05 10 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 Matrix-MS Weight: 114 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 12-8,14-4:2x4 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 4-6-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=1173/0-3-8, 10=1173/0-3-8 Max Horiz 2=218 (LC 6) Max Uplift 2=-79 (LC 7), 10=-79 (LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-812/0, 3-23=-1497/67, 4-23=-1329/101, 4-5=-1371/144, 5-24=-1249/164, 6-24=-1245/184, 6-25=-1245/184, 7-25=-1249/164, 7-8=-1371/144, 8-26=-1329/102, 9-26=-1497/67, 9-10=-751/0 BOT CHORD 2-14=-185/1178, 13-14=0/802, 12-13=0/802, 10-12=0/1178 WEBS 6-12=-94/582, 8-12=-369/206, 6-14=-94/582, 4-14=-369/206 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) exterior zone and C-C Exterior (2) -1-0-0 to 2-0-0, Interior (1) 2-0-0 to 13-11-0, Exterior (2) 13-11-0 to 16-11-0, Interior (1) 16-11-0 to 28-10-0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 79 lb uplift at joint 2 and 79 lb uplift at joint 10. 5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 29 The Grove at Legacy-Roof Trusses I34294833A COMMON 20 118080016-A Job Reference (optional) Carter Components, Franklin, IN - 46131,Run: 8.22 E May 24 2018 Print: 8.220 E May 24 2018 MiTek Industries, Inc. Thu Aug 09 16:05:43 Page: 1 ID:kN26U0sPVV?wIk7_xcPv2az5nCg-fhqXuN?mI1dMNw4RIDdjXH0iy4G8FB3MR2g9HOypXLO 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. August 10,2018 8 12 =3x5 =5x10 =3x5 =3x5 =3x5 =3x5=3x5 =5x8=5x10 =5x10 =5x10=5x10=3x5 =5x10 =5x10 =3x5=3x5 =3x5 1 22 36 35 34 33 32 31 30 29 28 27 26 25 24 23 2 214439 54 56 40 45 4 5 4338 6 41 7 19 8 189174237 10 16 55 11 15 12 14 13 1- 0 -0 -1- 0-0 1-0-0 28-10-0 6- 8 -820-7-86-8-813-11-07-2-87-2-8 7-2-827-10-0 3-1-1418-5-105-11-615-3-12 9- 4 -627-10-09-4-69-4-610-3-90-8-1310-0-2Scale = 1:64.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.15 TC 0.53 Vert(LL) -0.14 23-52 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.61 Vert(TL) -0.38 23-52 >402 180 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horiz(TL) -0.02 21 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 Matrix-MS Weight: 203 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 23-19,31-7:2x4 SPF Stud OTHERS 2x4 SPF Stud *Except* 27-13:2x4 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 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 13-27 JOINTS 1 Brace at Jt(s): 37, 38, 40, 42, 43, 45 REACTIONS All bearings 15-5-8. except 21=0-3-8, 26=0-3-8 (lb) -Max Horiz 2=216 (LC 6) Max Uplift All uplift 100 (lb) or less at joint(s) 26, 28, 29, 30, 31, 32, 34, 35, 36, 2 Max Grav All reactions 250 (lb) or less at joint (s) 26, 27, 28, 29, 30, 31, 32, 33, 34, 35, 36 except 2=263 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 13-14=-481/263, 14-15=-499/238, 15-16=-478/212, 16-17=-523/188, 17-18=-553/183, 18-19=-589/176, 19-56=-641/143, 20-56=-692/105, 20-21=-660/0 BOT CHORD 21-23=0/533 WEBS 13-42=-95/529, 42-43=-109/563, 43-44=-111/585, 23-44=-87/585, 23-45=-321/161, 19-45=-352/168 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) exterior zone and C-C Exterior (2) -1-0-0 to 2-0-0, Interior (1) 2-0-0 to 13-9-4, Exterior (2) 13-9-4 to 16-7-0, Interior (1) 16-7-0 to 28-10-0 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 studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 31, 28, 29, 30, 32, 34, 35, 36, 26, 2 except (jt=lb) 21=104. 8) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 29 The Grove at Legacy-Roof Trusses I34294834A1B Common Structural Gable 1 118080016-A Job Reference (optional) Carter Components, Franklin, IN - 46131,Run: 8.22 S May 24 2018 Print: 8.220 S May 24 2018 MiTek Industries, Inc. Thu Aug 09 16:05:45 Page: 1 ID:kN26U0sPVV?wIk7_xcPv2az5nCg-XS42kl2HMG7osYODX2ifh7BMXhd7B?nyMgeNQ9ypXLK 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. August 10,2018 8 12 =3x5 =4x5 =3x5 =3x5 =3x5 =5x8=3x5=3x5=4x8 =3x5=3x5 1 11 22 21 20 19 18 17 16 15 14 13 12 2 10 54 57 4 8 75 55 56 6 1- 0 -0 -1- 0-0 1-0-0 28-10-0 6- 8 -820-7-86-8-813-11-07-2-87-2-8 7-2-827-10-0 2-9-612-1-12 6-3-1518-5-10 9- 4 -527-10-09-4-69-4-610-3-90-8-1310-0-2Scale = 1:64.3 Plate Offsets (X, Y):[2:0-4-10,Edge], [6:0-1-8,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.15 TC 0.47 Vert(LL) -0.14 12-48 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.59 Vert(TL) -0.38 12-48 >498 180 BCLL 0.0 Rep Stress Incr YES WB 0.26 Horiz(TL) -0.02 10 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 Matrix-MS Weight: 198 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 12-8,17-4:2x4 SPF Stud OTHERS 2x4 SPF Stud *Except* 23-6:2x4 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 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-17 REACTIONS All bearings 12-3-8. except 10=0-3-8, 14=0-3-8 (lb) -Max Horiz 2=218 (LC 6) Max Uplift All uplift 100 (lb) or less at joint(s) 15, 21, 22, 2 except 17=-112 (LC 7), 10=-102 (LC 8) Max Grav All reactions 250 (lb) or less at joint (s) 14, 15, 16, 18, 19, 20, 21, 22 except 17=770 (LC 1), 10=833 (LC 1), 2=419 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-54=-366/112, 4-5=-263/172, 6-56=-677/224, 7-56=-677/204, 7-8=-802/183, 8-57=-755/142, 9-57=-904/107, 9-10=-690/0 BOT CHORD 2-22=-104/261, 21-22=-104/261, 20-21=-104/261, 19-20=-104/261, 18-19=-104/261, 17-18=-104/261, 16-17=0/318, 15-16=0/318, 14-15=0/318, 13-14=0/318, 12-13=0/318, 10-12=0/712 WEBS 6-12=-105/589, 8-12=-389/203, 6-17=-477/0, 4-17=-380/206 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) exterior zone and C-C Exterior (2) -1-0-0 to 2-0-0, Interior (1) 2-0-0 to 13-11-0, Exterior (2) 13-11-0 to 16-11-0, Interior (1) 16-11-0 to 28-10-0 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 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) 2, 15, 21, 22, 2 except (jt=lb) 10=101, 17=112. 8) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 29 The Grove at Legacy-Roof Trusses I34294835AB GABLE 1 118080016-A Job Reference (optional) Carter Components, Franklin, IN - 46131,Run: 8.22 S May 24 2018 Print: 8.220 S May 24 2018 MiTek Industries, Inc. Thu Aug 09 16:05:45 Page: 1 ID:kN26U0sPVV?wIk7_xcPv2az5nCg-XS42kl2HMG7osYODX2ifh7BNNhdRB_ryMgeNQ9ypXLK 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. August 10,2018 8 12 =3x5 =4x6 =3x5 =5x8 =2x4 =3x8 =3x5 =2x4 =6x8=3x5 =3x10 =5x10 =5x8 =6x10 =2x4 =3x5 =3x5 131 19 18 15 14 122 3328 1617 4 3229 105 9 6 3130 7 8 0-1-12 13-11-0 0-5-0 13-9-4 1-0-0 -1-0-0 1-0-0 28-10-0 3- 3 -8 13-4-4 4-9-12 10-0-12 5-3-0 5-3-0 6-8-8 20-7-8 7-2-8 27-10-0 3- 0 -013-2-84-11-810-2-85-3-05-3-0 5-1-818-4-0 9-6-027-10-010-3-90-8-133-0-010-0-23-0-0Scale = 1:65.7 Plate Offsets (X, Y):[16:0-2-12,0-3-0], [17:0-6-0,0-1-8], [19:0-3-8,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.15 TC 0.43 Vert(LL) -0.15 14-26 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.58 Vert(TL) -0.40 14-26 >827 180 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horiz(TL) 0.17 12 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 Matrix-MS Weight: 149 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 18-6:2x4 SPF Stud WEBS 2x4 SPF Stud *Except* 14-8:2x4 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 3-9-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-14 REACTIONS (lb/size) 2=1173/0-3-8, 12=1173/0-3-8 Max Horiz 2=-218 (LC 5) Max Uplift 2=-44 (LC 7), 12=-44 (LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-530/0, 3-28=-1538/30, 4-28=-1519/52, 4-29=-2236/0, 5-29=-2167/9, 5-6=-2162/27, 6-30=-1538/56, 7-30=-1462/75, 7-8=-1287/76, 8-31=-1231/147, 9-31=-1235/127, 9-10=-1357/106, 10-32=-1322/79, 32-33=-1411/56, 11-33=-1491/41, 11-12=-820/0 BOT CHORD 2-19=-138/1219, 6-17=0/827, 16-17=0/1803, 7-16=-11/251, 12-14=0/1174 WEBS 4-19=-713/39, 17-19=0/1427, 4-17=0/588, 6-16=-937/29, 14-16=0/1281, 8-16=0/1154, 8-14=-296/136, 10-14=-365/148 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) exterior zone and C-C Exterior (2) -1-0-0 to 2-0-0, Interior (1) 2-0-0 to 13-11-0, Exterior (2) 13-11-0 to 16-11-0, Interior (1) 16-11-0 to 28-10-0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 44 lb uplift at joint 2 and 44 lb uplift at joint 12. 5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 29 The Grove at Legacy-Roof Trusses I34294836AF Roof Special 1 118080016-A Job Reference (optional) Carter Components, Franklin, IN - 46131,Run: 8.22 E May 24 2018 Print: 8.220 E May 24 2018 MiTek Industries, Inc. Thu Aug 09 16:05:46 Page: 1 ID:kN26U0sPVV?wIk7_xcPv2az5nCg-0edQx53v7aFfTiyP4mDuDLkZm5zlwMd5bKNwycypXLJ 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. August 10,2018 8 12 =3x8 =3x8=2x4 =4x5 =3x5 =3x5 71 8 62 2017 18 19 4 1-0-0 -1-0-0 1-0-0 13-8-0 6- 4-0 12-8-0 6-4-0 6-4-0 6- 4-0 12-8-0 6-4-0 6-4-05-2-140-8-134-11-8Scale = 1:45.2 Plate Offsets (X, Y):[2:0-3-8,Edge], [4:0-2-14,Edge], [6:0-4-10,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.15 TC 0.26 Vert(LL) -0.05 8-15 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.38 Vert(TL) -0.09 8-15 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horiz(TL) 0.02 2 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 Matrix-MS Weight: 44 lb FT = 20% 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 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=567/0-3-8, 6=567/0-3-8 Max Horiz 2=-100 (LC 5) Max Uplift 2=-53 (LC 7), 6=-53 (LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-269/57, 3-17=-520/36, 17-18=-475/45, 4-18=-470/65, 4-19=-470/65, 19-20=-475/45, 5-20=-520/36, 5-6=-266/0 BOT CHORD 2-8=-125/391, 6-8=0/391 WEBS 4-8=0/277 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) exterior zone and C-C Exterior (2) -1-0-0 to 2-0-0, Interior (1) 2-0-0 to 6-4-0, Exterior (2) 6-4-0 to 9-4-0, Interior (1) 9-4-0 to 13-8-0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 53 lb uplift at joint 2 and 53 lb uplift at joint 6. 5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 29 The Grove at Legacy-Roof Trusses I34294837B Common 1 118080016-A Job Reference (optional) Carter Components, Franklin, IN - 46131,Run: 8.22 E May 24 2018 Print: 8.220 E May 24 2018 MiTek Industries, Inc. Thu Aug 09 16:05:46 Page: 1 ID:kN26U0sPVV?wIk7_xcPv2az5nCg-0edQx53v7aFfTiyP4mDuDLkbN51twUV5bKNwycypXLJ 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. August 10,2018 8 12 =4x5 =3x5 =3x5=3x5 =3x5 1 13 2 20 19 18 17 16 15 14 12 4 10 5 9 68 7 1- 0-0 -1-0-0 1-0-0 13-8-0 6- 4-0 12-8-0 6-4-0 6-4-0 12-8-05-2-140-8-134-11-8Scale = 1:44.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.15 TC 0.07 Vert(LL) n/a - n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.04 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horiz(TL) 0.00 12 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 Matrix-S Weight: 62 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud SLIDER Left 2x4 SPF Stud -- 1-6-15, Right 2x4 SPF Stud -- 1-6-15 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS All bearings 12-8-0. (lb) -Max Horiz 2=109 (LC 6) Max Uplift All uplift 100 (lb) or less at joint(s) 2, 12, 14, 15, 16, 18, 19, 20 Max Grav All reactions 250 (lb) or less at joint (s) 2, 12, 14, 15, 16, 17, 18, 19, 20 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) exterior zone and C-C Corner (3) -1-0-0 to 2-0-0, Exterior (2) 2-0-0 to 6-4-0, Corner (3) 6-4-0 to 9-4-0, Exterior (2) 9-4-0 to 13-8-0 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) 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) 2, 12, 18, 19, 20, 16, 15, 14. 9) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 29 The Grove at Legacy-Roof Trusses I34294838BB GABLE 1 118080016-A Job Reference (optional) Carter Components, Franklin, IN - 46131,Run: 8.22 E May 24 2018 Print: 8.220 E May 24 2018 MiTek Industries, Inc. Thu Aug 09 16:05:46 Page: 1 ID:kN26U0sPVV?wIk7_xcPv2az5nCg-0edQx53v7aFfTiyP4mDuDLkeN56EwVh5bKNwycypXLJ 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. August 10,2018 8 12 =4x8 =4x8=2x4 =4x6 =3x5 =3x5 71 8 62 17 20 18 19 4 1-0-0 16-10-0 1-0-0 -1-0-0 7-11-0 7-11-0 7-11-0 15-10-0 7-11-0 7-11-0 7-11-0 15-10-06-3-90-8-136-0-2Scale = 1:49.2 Plate Offsets (X, Y):[2:0-3-8,Edge], [6:0-4-10,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.15 TC 0.45 Vert(LL) -0.11 8-15 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.61 Vert(TL) -0.23 8-15 >811 180 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horiz(TL) 0.05 2 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 Matrix-MS Weight: 54 lb FT = 20% 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 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=693/0-3-8, 6=693/0-3-8 Max Horiz 2=-125 (LC 5) Max Uplift 2=-58 (LC 7), 6=-58 (LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-405/176, 3-17=-681/34, 17-18=-606/52, 4-18=-584/77, 4-19=-584/77, 19-20=-606/52, 5-20=-682/33, 5-6=-349/64 BOT CHORD 2-8=-198/504, 6-8=0/504 WEBS 4-8=0/355 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) exterior zone and C-C Exterior (2) -1-0-0 to 2-0-0, Interior (1) 2-0-0 to 7-11-0, Exterior (2) 7-11-0 to 10-11-0, Interior (1) 10-11-0 to 16-10-0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 58 lb uplift at joint 2 and 58 lb uplift at joint 6. 5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 29 The Grove at Legacy-Roof Trusses I34294839C COMMON 1 118080016-A Job Reference (optional) Carter Components, Franklin, IN - 46131,Run: 8.22 E May 24 2018 Print: 8.220 E May 24 2018 MiTek Industries, Inc. Thu Aug 09 16:05:46 Page: 1 ID:kN26U0sPVV?wIk7_xcPv2az5nCg-0edQx53v7aFfTiyP4mDuDLkYT5zPwT05bKNwycypXLJ 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. August 10,2018 8 12 =4x6 =3x5 =4x8=3x10 12119 18 17 16 15 14 1323 2 11 3 21 26 25 4 20 5 22 2427610 97 8 0-7-12 1-0-8 1-0-8 11-3-12 1-0-0 -1-0-0 1-0-0 16-10-0 1-1-15 10-4-15 1-4-0 3-11-0 1-4-0 6-7-0 1-4-0 2-7-0 1-4-0 5-3-0 1-3-0 1-3-0 1-4-0 7-11-0 1-4-0 9-3-0 5-5-1 15-10-0 0-11-3 4-10-3 1-3-0 1-3-0 1-4-0 3-11-0 1-4-0 2-7-0 5-3-8 15-10-0 5-8-5 10-6-86-3-90-8-130-4-121-0-41-10-156-0-2Scale = 1:51.7 Plate Offsets (X, Y):[13:0-4-9,0-2-0], [19:0-3-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.15 TC 0.65 Vert(LL) 0.11 15 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.40 Vert(TL) -0.34 14-15 >550 180 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horiz(TL) -0.02 19 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 Matrix-S Weight: 76 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 15-10:2x4 SPF No.2, 19-2,13-11:2x6 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-10-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 20 REACTIONS (lb/size) 13=689/0-3-8, 19=689/0-3-8 Max Horiz 13=-141 (LC 5) Max Uplift 13=-64 (LC 8), 19=-64 (LC 7) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 8-9=-547/125, 9-10=-495/105, 10-24=-580/41, 24-25=-609/38, 11-25=-736/19, 2-3=-677/0, 3-26=-613/3, 4-26=-573/6, 4-5=-650/29, 5-27=-565/48, 6-27=-535/54, 6-7=-472/86, 7-8=-551/114, 2-19=-588/52, 11-13=-642/98 BOT CHORD 18-19=0/470, 17-18=0/470, 16-17=0/470, 15-16=0/470, 14-15=0/506, 13-14=0/506 WEBS 8-20=-83/425, 10-14=0/255 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) exterior zone and C-C Exterior (2) -1-0-0 to 2-0-0, Interior (1) 2-0-0 to 7-11-0, Exterior (2) 7-11-0 to 10-11-0, Interior (1) 10-11-0 to 16-10-0 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) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 0-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 64 lb uplift at joint 13 and 64 lb uplift at joint 19. 9) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 29 The Grove at Legacy-Roof Trusses I34294840C1B KINGPOST 1 118080016-A Job Reference (optional) Carter Components, Franklin, IN - 46131,Run: 8.22 E May 24 2018 Print: 8.220 E May 24 2018 MiTek Industries, Inc. Thu Aug 09 16:05:46 Page: 1 ID:kN26U0sPVV?wIk7_xcPv2az5nCg-0edQx53v7aFfTiyP4mDuDLkVP50YwI15bKNwycypXLJ 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. August 10,2018 8 12 =4x5 =3x6 =3x6 11120 19 18 17 16 15 14 13 12 102 93 84 75 6 1-0-0 -1-0-0 1-0-0 11-7-0 5-3-8 10-7-0 5-3-8 5-3-8 10-7-04-6-90-8-134-3-2Scale = 1:41.7 Plate Offsets (X, Y):[12:Edge,0-3-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.15 TC 0.10 Vert(LL) n/a - n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.03 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horiz(TL) 0.00 12 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 Matrix-R Weight: 48 lb FT = 20% 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 10-7-0. (lb) -Max Horiz 20=-100 (LC 5) Max Uplift All uplift 100 (lb) or less at joint(s) 12, 13, 14, 15, 17, 18, 19, 20 Max Grav All reactions 250 (lb) or less at joint (s) 12, 13, 14, 15, 16, 17, 18, 19, 20 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) exterior zone and C-C Corner (3) -1-0-0 to 2-0-0, Exterior (2) 2-0-0 to 5-3-8, Corner (3) 5-3-8 to 8-3-8, Exterior (2) 8-3-8 to 11-7-0 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) 20, 12, 17, 18, 19, 15, 14, 13. 10) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 29 The Grove at Legacy-Roof Trusses I34294841CB GABLE 1 118080016-A Job Reference (optional) Carter Components, Franklin, IN - 46131,Run: 8.22 E May 24 2018 Print: 8.220 E May 24 2018 MiTek Industries, Inc. Thu Aug 09 16:05:47 Page: 1 ID:kN26U0sPVV?wIk7_xcPv2az5nCg-UqBo9R4XutNW5rXbeTk7mYGpjVSffyzFp_7UV2ypXLI 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. August 10,2018 8 12 =2x4 =2x4 =2x4 =4x5 1 54 2 3 1-0-0 -1-0-0 0-10-8 0-10-8 0-3-8 0-3-8 0-7-0 0-10-81-7-30-8-130-8-21-4-100-3-80-11-100-11-100-4-31-3-13Scale = 1:34.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL) n/a - n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.03 Vert(TL) n/a - n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horiz(TL) n/a - n/a n/a BCDL 10.0 Code IRC2006/TPI2002 Matrix-MR Weight: 5 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x6 SPF No.2 *Except* 5-2:2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size) 3=0/ Mechanical, 4=119/0-1-8 Max Horiz 3=106 (LC 1), 4=-106 (LC 1) Max Uplift 4=-51 (LC 8) 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) exterior 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) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 51 lb uplift at joint 4. 9) Non Standard bearing condition. Review required. 10) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 29 The Grove at Legacy-Roof Trusses I34294842ET Monopitch 4 118080016-A Job Reference (optional) Carter Components, Franklin, IN - 46131,Run: 8.22 E May 24 2018 Print: 8.220 E May 24 2018 MiTek Industries, Inc. Thu Aug 09 16:05:47 Page: 1 ID:0vE0jglQNJL0IV0OhOer0Qzd3RA-UqBo9R4XutNW5rXbeTk7mYGpNVSZfySFp_7UV2ypXLI TRUSS IS ESPECIALLY DESIGNED FOR BEARING CONDITION AS SHOWN. THIS TRUSS MUST BE SUPPORTED BY THE ADEQUATE STRUCTURAL SUPPORT BY OTHERS. PROVIDE ADEQUATE LATERAL BRACING, BY OTHERS, TO THIS TRUSS TO PREVENT OUT-PLANE MOVEMENT OR OVER-TURNING OF TRUSS. 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. August 10,2018 4 12 =4x6 =3x5=3x5 =3x5 =3x554 1 7 2 8 3 4-11-4 1-1-12 -1-1-12 5-9-12 5-9-12 0-3-8 5-9-12 5-4-12 5-6-42-11-80-8-122-0-120-6-40-3-80-3-80-7-40-10-12Scale = 1:36.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.15 TC 0.37 Vert(LL) -0.02 4-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.15 Vert(TL) -0.04 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horiz(TL) 0.00 7 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 Matrix-R Weight: 20 lb FT = 20% 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 5-9-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 5=310/0-1-8, 7=186/0-1-8 Max Horiz 5=73 (LC 7) Max Uplift 5=-48 (LC 5), 7=-30 (LC 7) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-264/118 NOTES 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) exterior zone and C-C Exterior (2) -1-1-12 to 1-10-4, Interior (1) 1-10-4 to 5-4-8 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) 5, 7 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 at joint(s) 5, 7. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 48 lb uplift at joint 5 and 30 lb uplift at joint 7. 6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 29 The Grove at Legacy-Roof Trusses I34294843F MONOPITCH 2 118080016-A Job Reference (optional) Carter Components, Franklin, IN - 46131,Run: 8.22 E May 24 2018 Print: 8.220 E May 24 2018 MiTek Industries, Inc. Thu Aug 09 16:05:47 Page: 1 ID:kN26U0sPVV?wIk7_xcPv2az5nCg-UqBo9R4XutNW5rXbeTk7mYGlVVQnfucFp_7UV2ypXLI 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. August 10,2018 4 12 =4x6 =2x4=2x4 =2x4 =3x554 1 7 2 8 3 3-7-4 1-1-12 -1-1-12 4-5-12 4-5-12 0-3-8 4-5-12 4-0-12 4-2-42-6-30-8-121-7-70-6-40-3-80-3-80-7-40-10-12Scale = 1:35.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.15 TC 0.20 Vert(LL) -0.01 4-5 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.08 Vert(TL) -0.01 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horiz(TL) 0.00 7 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 Matrix-R Weight: 16 lb FT = 20% 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 4-5-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 5=259/0-1-8, 7=130/0-1-8 Max Horiz 5=59 (LC 7) Max Uplift 5=-47 (LC 5), 7=-22 (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) exterior zone and C-C Exterior (2) -1-1-12 to 1-10-4, Interior (1) 1-10-4 to 4-0-8 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) 5, 7 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 at joint(s) 5, 7. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 47 lb uplift at joint 5 and 22 lb uplift at joint 7. 6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 29 The Grove at Legacy-Roof Trusses I34294844F1 MONOPITCH 5 118080016-A Job Reference (optional) Carter Components, Franklin, IN - 46131,Run: 8.22 E May 24 2018 Print: 8.220 E May 24 2018 MiTek Industries, Inc. Thu Aug 09 16:05:47 Page: 1 ID:kN26U0sPVV?wIk7_xcPv2az5nCg-UqBo9R4XutNW5rXbeTk7mYGnBVRtfw9Fp_7UV2ypXLI 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. August 10,2018 4 12 =2x4 =2x4=2x4 =2x4 =2x4 1 2 6 5 7 8 3 4 1-1-12 -1-1-12 4-5-12 4-5-12 4-5-122-2-30-5-01-10-15Scale = 1:32.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.15 TC 0.09 Vert(LL) n/a - n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.08 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horiz(TL) 0.00 5 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 Matrix-P Weight: 15 lb FT = 20% 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 4-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=188/4-5-12, 5=-3/4-5-12, 6=231/4-5-12 Max Horiz 2=57 (LC 6) Max Uplift 2=-46 (LC 5), 5=-8 (LC 2), 6=-27 (LC 8) Max Grav 2=188 (LC 1), 5=3 (LC 8), 6=231 (LC 1) 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) exterior zone and C-C Corner (3) -1-0-0 to 2-0-0, Exterior (2) 2-0-0 to 4-5-12 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) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8 lb uplift at joint 5, 46 lb uplift at joint 2 and 27 lb uplift at joint 6. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 8) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 29 The Grove at Legacy-Roof Trusses I34294845F1B Monopitch Supported Gable 1 118080016-A Job Reference (optional) Carter Components, Franklin, IN - 46131,Run: 8.22 E May 24 2018 Print: 8.220 E May 24 2018 MiTek Industries, Inc. Thu Aug 09 16:05:47 Page: 1 ID:kN26U0sPVV?wIk7_xcPv2az5nCg-UqBo9R4XutNW5rXbeTk7mYGpnVRpfyaFp_7UV2ypXLI 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. August 10,2018 4 12 =2x4 =2x4=2x4 =2x4 =2x4 =2x4 =2x4 1 2 87 6 9 10 3 4 5 1-1-12 -1-1-12 5-9-12 5-9-12 5-9-122-7-80-5-02-4-4Scale = 1:34.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.15 TC 0.09 Vert(LL) n/a - n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.08 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horiz(TL) 0.00 6 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 Matrix-P Weight: 20 lb FT = 20% 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 5-9-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS All bearings 5-9-12. (lb) -Max Horiz 2=72 (LC 6) Max Uplift All uplift 100 (lb) or less at joint(s) 2, 6, 7, 8 Max Grav All reactions 250 (lb) or less at joint (s) 2, 6, 7, 8 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) exterior zone and C-C Corner (3) -1-1-12 to 1-10-4, Exterior (2) 1-10-4 to 5-8-0 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 2, 7, 8. 7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 29 The Grove at Legacy-Roof Trusses I34294846FB GABLE 1 118080016-A Job Reference (optional) Carter Components, Franklin, IN - 46131,Run: 8.22 E May 24 2018 Print: 8.220 E May 24 2018 MiTek Industries, Inc. Thu Aug 09 16:05:48 Page: 1 ID:kN26U0sPVV?wIk7_xcPv2az5nCg-y1lBMn49fBVNj?6nCBFMJmp_Xvn3OP0O2es11UypXLH 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. August 10,2018 5 12 =4x5 =4x6 =6x12 =2x4 =2x4 =4x6 71 2 8 6 129 53 10 11 4 1-0-0 -1-0-0 1-0-0 22-8-0 5-2-14 10-10-0 5-2-14 16-0-14 5-7-2 21-8-0 5-7-2 5-7-2 10-10-0 21-8-0 10-10-0 10-10-05-2-150- 5-94-11-11Scale = 1:45.2 Plate Offsets (X, Y):[2:Edge,0-0-14], [6:Edge,0-0-14], [8:0-6-0,0-3-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.15 TC 0.44 Vert(LL) -0.28 6-8 >923 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.97 Vert(TL) -0.73 6-8 >349 180 BCLL 0.0*Rep Stress Incr YES WB 0.31 Horiz(TL) 0.06 6 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 Matrix-S Weight: 72 lb FT = 20% 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 4-1-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS (lb/size) 2=924/0-3-8, 6=924/0-3-8 Max Horiz 2=-51 (LC 9) Max Uplift 2=-80 (LC 8), 6=-80 (LC 9) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-1584/105, 3-9=-1546/129, 3-10=-1195/42, 4-10=-1126/56, 4-11=-1126/56, 5-11=-1195/42, 5-12=-1546/129, 6-12=-1584/105 BOT CHORD 2-8=-106/1405, 6-8=-56/1405 WEBS 4-8=0/615, 5-8=-424/166, 3-8=-424/166 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) exterior zone and C-C Exterior (2) -1-0-0 to 2-0-0, Interior (1) 2-0-0 to 10-10-0, Exterior (2) 10-10-0 to 13-10-0, Interior (1) 13-10-0 to 22-8-0 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 basic load combinations, which include cases with reductions for multiple concurrent live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 80 lb uplift at joint 2 and 80 lb uplift at joint 6. 7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 29 The Grove at Legacy-Roof Trusses I34294847G COMMON 3 118080016-A Job Reference (optional) Carter Components, Franklin, IN - 46131,Run: 8.22 E May 24 2018 Print: 8.220 E May 24 2018 MiTek Industries, Inc. Thu Aug 09 16:05:48 Page: 1 ID:kN26U0sPVV?wIk7_xcPv2az5nCg-y1lBMn49fBVNj?6nCBFMJmpv8vZFOLvO2es11UypXLH 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. August 10,2018 5 12 =4x5 =3x5=5x6=3x5 1712 30 29 28 27 26 25 24 23 22 21 20 19 18 16 3431315 144 135 6 12 32 337 11 108 9 1-0-0 -1-0-0 1-0-0 22-8-0 10-10-0 10-10-0 10-10-0 21-8-0 21-8-05-2-150-5-94-11-11Scale = 1:44.3 Plate Offsets (X, Y):[24:0-3-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.15 TC 0.08 Vert(LL) n/a - n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.06 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horiz(TL) 0.00 16 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 Matrix-S Weight: 93 lb FT = 20% 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 21-8-0. (lb) -Max Horiz 2=-51 (LC 8) Max Uplift All uplift 100 (lb) or less at joint(s) 2, 16, 18, 19, 20, 21, 22, 23, 25, 26, 27, 28, 29, 30 Max Grav All reactions 250 (lb) or less at joint (s) 2, 16, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30 FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) exterior zone and C-C Corner (3) -1-0-0 to 2-0-0, Exterior (2) 2-0-0 to 10-10-0, Corner (3) 10-10-0 to 13-10-0, Exterior (2) 13-10-0 to 22-8-0 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) 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) 16, 25, 26, 27, 28, 29, 30, 23, 22, 21, 20, 19, 18, 2. 9) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 29 The Grove at Legacy-Roof Trusses I34294848GB GABLE 1 118080016-A Job Reference (optional) Carter Components, Franklin, IN - 46131,Run: 8.22 E May 24 2018 Print: 8.220 E May 24 2018 MiTek Industries, Inc. Thu Aug 09 16:05:48 Page: 1 ID:kN26U0sPVV?wIk7_xcPv2az5nCg-y1lBMn49fBVNj?6nCBFMJmp_pvoPOPBO2es11UypXLH 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. August 10,2018 5 12 =5x8 =MT18HS 10x12 =5x8=MT20HS 8x12 =10x12 =5x8=5x8 =3x10 =3x10=5x8 =5x8 5116 9 8 7 17 6 18 2 4 14 15 3 5-5-6 5-5-6 5- 5-6 21-8-0 5-4-10 10-10-0 5-4-10 16-2-10 5-4-10 10-10-0 5-4-10 16-2-10 5- 5-6 21-8-0 5-5-6 5-5-64-11-120-5-94-11-12Scale = 1:43.9 Plate Offsets (X, Y):[1:0-0-8,0-1-0], [1:1-0-3,0-3-14], [5:0-0-8,0-1-0], [5:1-0-3,0-3-14], [7:0-7-8,0-5-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.15 TC 0.95 Vert(LL) -0.34 7-9 >753 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.63 Vert(TL) -0.45 7-9 >567 180 MT18HS 197/144 BCLL 0.0*Rep Stress Incr NO WB 0.80 Horiz(TL) 0.07 5 n/a n/a MT20HS 187/143 BCDL 10.0 Code IRC2006/TPI2002 Matrix-MS Weight: 398 lb FT = 20% LUMBER TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x10 SP 2400F 2.0E WEBS 2x4 SPF Stud *Except* 7-3:2x4 SPF 1650F 1.5E BRACING TOP CHORD Structural wood sheathing directly applied or 1-10-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-7 REACTIONS (lb/size) 1=7989/0-3-8, 5=6702/0-3-8 Max Horiz 1=31 (LC 6) Max Grav 1=11928 (LC 2), 5=8878 (LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-23727/0, 2-14=-17083/0, 3-14=-17045/0, 3-15=-17045/0, 4-15=-17083/0, 4-5=-20620/0 BOT CHORD 1-16=0/18487, 1-16=0/18495, 1-9=0/21864, 8-9=0/21864, 7-8=0/21864, 7-17=0/18977, 6-17=0/18977, 6-18=0/18977, 5-18=0/18977 WEBS 3-7=0/12762, 4-7=-3486/131, 2-7=-6602/0, 2-9=0/4875, 4-6=0/2531 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 1-0-0 oc. Bottom chords connected as follows: 2x10 - 5 rows staggered at 0-7-0 oc. Web connected as follows: 2x4 - 1 row at 1-0-0 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) exterior 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 basic load combinations, which include cases with reductions for multiple concurrent live loads. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 9) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2252 lb down and 193 lb up at 17-0-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-3=-60, 3-5=-60, 1-16=-20, 16-17=-765 (F=-745), 5-17=-20 Concentrated Loads (lb) Vert: 18=-2252 (F) Job Truss Truss Type Qty Ply 29 The Grove at Legacy-Roof Trusses I34294849GG Common Girder 1 318080016-A Job Reference (optional) Carter Components, Franklin, IN - 46131,Run: 8.22 E May 24 2018 Print: 8.220 E May 24 2018 MiTek Industries, Inc. Thu Aug 09 16:05:49 Page: 1 ID:kN26U0sPVV?wIk7_xcPv2az5nCg-y1lBMn49fBVNj?6nCBFMJmpn9vfXODHO2es11UypXLH 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. August 10,2018 4 12 =2x4 =2x4 =3x5 =2x4 =4x6 1 2 65 7 3 8 4 1-0-0 -1-0-0 4-1-8 8-7-8 4-6-0 4-6-0 4-0-0 8-6-0 4-6-0 4-6-03-6-30-4-72-11-70-3-8Scale = 1:38.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL) -0.01 2-6 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.24 Vert(TL) -0.04 2-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horiz(TL) 0.01 5 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 Matrix-P Weight: 30 lb FT = 20% 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. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=406/0-3-0, 5=330/0-1-8 Max Horiz 2=102 (LC 6) Max Uplift 2=-59 (LC 5), 5=-34 (LC 7) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-589/19, 3-7=-550/30 BOT CHORD 2-6=-93/518, 5-6=-93/518 WEBS 3-5=-557/71 NOTES 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) exterior zone and C-C Exterior (2) -1-0-0 to 2-0-0, Interior (1) 2-0-0 to 8-5-12 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) 5 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 at joint(s) 5. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 59 lb uplift at joint 2 and 34 lb uplift at joint 5. 6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 29 The Grove at Legacy-Roof Trusses I34294850R MONOPITCH 7 118080016-A Job Reference (optional) Carter Components, Franklin, IN - 46131,Run: 8.22 E May 24 2018 Print: 8.220 E May 24 2018 MiTek Industries, Inc. Thu Aug 09 16:05:49 Page: 1 ID:kN26U0sPVV?wIk7_xcPv2az5nCg-QDJZa65oQVdEK9h_mumbrzL6zJ5m7pPYHHcaZwypXLG 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. August 10,2018 4 12 =2x4 =2x4 =2x4 1 2 4 5 6 3 1-0-0 -1-0-0 5-7-8 5-7-8 5-6-02-6-30-4-71-11-70-3-8Scale = 1:34 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.15 TC 0.44 Vert(LL) -0.05 2-4 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.31 Vert(TL) -0.12 2-4 >528 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horiz(TL) 0.00 4 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 Matrix-P Weight: 16 lb FT = 20% 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 5-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=289/0-3-8, 4=206/0-1-8 Max Horiz 2=68 (LC 6) Max Uplift 2=-53 (LC 5), 4=-19 (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) exterior zone and C-C Exterior (2) -1-0-0 to 2-0-0, Interior (1) 2-0-0 to 5-5-12 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) 4 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 at joint(s) 4. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 53 lb uplift at joint 2 and 19 lb uplift at joint 4. 6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 29 The Grove at Legacy-Roof Trusses I34294851R1 Monopitch 6 118080016-A Job Reference (optional) Carter Components, Franklin, IN - 46131,Run: 8.22 E May 24 2018 Print: 8.220 E May 24 2018 MiTek Industries, Inc. Thu Aug 09 16:05:49 Page: 1 ID:kN26U0sPVV?wIk7_xcPv2az5nCg-QDJZa65oQVdEK9h_mumbrzL3uJ4l7syYHHcaZwypXLG 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. August 10,2018 4 12 =2x4 =2x4=2x4 =2x4 =2x4 1 2 6 5 7 8 3 4 1-0-0 -1-0-0 5-7-8 5-7-8 5-7-82-6-30-4-72-2-15Scale = 1:34 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL) n/a - n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.16 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horiz(TL) 0.00 5 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 Matrix-P Weight: 18 lb FT = 20% 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 5-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=208/5-7-8, 5=-65/5-7-8, 6=356/5-7-8 Max Horiz 2=68 (LC 6) Max Uplift 2=-40 (LC 5), 5=-65 (LC 1), 6=-38 (LC 7) Max Grav 2=208 (LC 1), 5=9 (LC 5), 6=356 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-261/246 NOTES 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) exterior zone and C-C Corner (3) -1-0-0 to 2-0-0, Exterior (2) 2-0-0 to 5-5-12 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) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 65 lb uplift at joint 5, 40 lb uplift at joint 2 and 38 lb uplift at joint 6. 7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 29 The Grove at Legacy-Roof Trusses I34294852R1B GABLE 1 118080016-A Job Reference (optional) Carter Components, Franklin, IN - 46131,Run: 8.22 E May 24 2018 Print: 8.220 E May 24 2018 MiTek Industries, Inc. Thu Aug 09 16:05:49 Page: 1 ID:kN26U0sPVV?wIk7_xcPv2az5nCg-QDJZa65oQVdEK9h_mumbrzL6KJ647rmYHHcaZwypXLG 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. August 10,2018 4 12 1 2 10 9 8 7 11 3 12 4 5 6 1-0-0 -1-0 -0 8-7-8 8-7-8 8-7-83-6-30-4-73-2-15Scale = 1:37.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.15 TC 0.26 Vert(LL) n/a - n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.19 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horiz(TL) 0.00 7 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 Matrix-P Weight: 31 lb FT = 20% 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 8-7-8. (lb) -Max Horiz 2=102 (LC 6) Max Uplift All uplift 100 (lb) or less at joint(s) 2, 7, 8, 9, 10 Max Grav All reactions 250 (lb) or less at joint (s) 2, 7, 8, 9 except 10=401 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-10=-293/185 NOTES 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) exterior zone and C-C Corner (3) -1-0-0 to 2-0-0, Exterior (2) 2-0-0 to 8-5-12 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) 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) 7, 2, 8, 9, 10. 8) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 29 The Grove at Legacy-Roof Trusses I34294853RB GABLE 1 118080016-A Job Reference (optional) Carter Components, Franklin, IN - 46131,Run: 8.22 E May 24 2018 Print: 8.220 E May 24 2018 MiTek Industries, Inc. Thu Aug 09 16:05:49 Page: 1 ID:kN26U0sPVV?wIk7_xcPv2az5nCg-QDJZa65oQVdEK9h_mumbrzL5gJ6d7rwYHHcaZwypXLG 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. August 10,2018 edge of truss.from outside"16/1-0PRODUCT CODE APPROVALSJOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87 654321BOTTOM CHORDSTOP CHORDSBEARINGLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal InjuryGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:6-4-8dimensions shown in ft-in-sixteenths (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015WEBSedge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87 654321BOTTOM CHORDSTOP CHORDSBEARINGIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System General Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8dimensions shown in ft-in-sixteenthsWEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.