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HomeMy WebLinkAboutM003.7Re: Liu, Xuegang Pages or sheets covered by this seal: I32635864 thru I32635915 My license renewal date for the state of Indiana is July 31, 2018. 18030016-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: 7 THE GROVE-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. March 8,2018 Job 18030016-A Truss B Truss Type COMMON Qty 1 Ply 1 7 THE GROVE-Roof Trusses Job Reference (optional) I32635864 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 12:13:51 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:31oE0EzwMUp_fxikTpW?IvzdLx0-3bpUgzW4WHXphq3tCipc5G2?GmkR4uNyhqdKEMzdJaU Scale = 1:40.5 1 2 3 4 5 6 7 8 9 10 19 20 21 22 5x8 3x4 4x5 5x8 2x4 2x4 5x8 3x4 8-10-0 8-10-0 17-8-0 8-10-0 -1-0-0 1-0-0 4-6-12 4-6-12 8-10-0 4-3-4 13-1-4 4-3-4 17-8-0 4-6-12 18-8-0 1-0-0 0-8-136-7-80-8-138.00 12 Plate Offsets (X,Y)-- [10:0-4-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.16 0.51 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.21 0.02 (loc) 10-13 10-13 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 71 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 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=767/0-3-8, 8=767/0-3-8 Max Horz 2=-139(LC 5) Max Uplift 2=-51(LC 7), 8=-51(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-871/67, 4-5=-699/71, 5-6=-699/71, 6-8=-871/67 BOT CHORD 2-10=-9/693, 8-10=0/693 WEBS 5-10=-1/480 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 2-0-0, Interior(1) 2-0-0 to 8-10-0, Exterior(2) 8-10-0 to 11-10-0 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 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. March 8,2018 Job 18030016-A Truss B1 Truss Type Roof Special Qty 1 Ply 1 7 THE GROVE-Roof Trusses Job Reference (optional) I32635865 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 12:13:52 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:31oE0EzwMUp_fxikTpW?IvzdLx0-XoNsuJXjHbfgJ_e4mPKreTb62A2PpCJ5wUMtmpzdJaT Scale = 1:41.9 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 17 4x5 5x6 3x4 3x4 3x10 3x10 3x10 3x10 3x4 5x6 3x4 5x8 2-5-8 2-5-8 8-10-0 6-4-8 14-1-8 5-3-8 17-8-0 3-6-8 -1-0-0 1-0-0 2-5-8 2-5-8 8-10-0 6-4-8 14-1-8 5-3-8 17-8-0 3-6-8 18-8-0 1-0-0 0-8-136-7-80-8-130-9-08.00 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 0.42 0.59 0.72 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.22 0.11 (loc) 12-13 12-13 8 l/defl >999 >958 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 *Except* 4-14,6-10: 2x6 SPF No.2 SLIDER Left 2x4 SPF Stud 1-7-0, Right 2x4 SPF Stud 1-10-14 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=767/0-3-8, 8=767/0-3-8 Max Horz 2=147(LC 6) Max Uplift 2=-51(LC 7), 8=-51(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1020/62, 4-5=-828/54, 5-6=-803/58, 6-8=-990/48 BOT CHORD 2-14=-62/784, 12-13=-102/1296, 11-12=0/1036, 8-10=0/739 WEBS 4-12=-710/186, 5-12=0/482, 6-12=-471/107 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 2-2-12, Interior(1) 2-2-12 to 8-10-0, Exterior(2) 8-10-0 to 11-10-0 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 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. March 8,2018 Job 18030016-A Truss B2 Truss Type Roof Special Qty 1 Ply 1 7 THE GROVE-Roof Trusses Job Reference (optional) I32635866 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 12:13:57 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:31oE0EzwMUp_fxikTpW?IvzdLx0-ulAlx0br67HyPlW1Zzw0LXIzmBlZUTWq3m4eS0zdJaO Scale = 1:40.4 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 4x5 3x10 3x4 5x6 3x4 3x4 3x10 3x10 3x10 3x10 3x4 5x8 2-5-8 2-5-8 8-10-0 6-4-8 14-1-8 5-3-8 17-8-0 3-6-8 -1-0-0 1-0-0 2-5-8 2-5-8 8-10-0 6-4-8 14-1-8 5-3-8 17-8-0 3-6-8 0-8-136-7-80-8-130-9-08.00 12 Plate Offsets (X,Y)-- [8:0-4-10,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.42 0.59 0.72 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.22 0.11 (loc) 11-12 11-12 8 l/defl >999 >958 n/a L/d 240 180 n/a PLATES MT20 Weight: 77 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 4-13,6-9: 2x6 SPF No.2 SLIDER Left 2x4 SPF Stud 1-7-0, Right 2x4 SPF Stud 1-10-14 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 8=705/0-3-8, 2=768/0-3-8 Max Horz 2=150(LC 6) Max Uplift 8=-18(LC 8), 2=-51(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1022/63, 4-5=-831/56, 5-6=-806/63, 6-8=-998/58 BOT CHORD 2-13=-66/786, 11-12=-110/1299, 10-11=-1/1050, 8-9=-0/750 WEBS 4-11=-710/189, 5-11=0/483, 6-11=-483/117 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 2-2-12, Interior(1) 2-2-12 to 8-10-0, Exterior(2) 8-10-0 to 11-10-0 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 100 lb uplift at joint(s) 8, 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. March 8,2018 Job 18030016-A Truss B3 Truss Type Roof Special Qty 1 Ply 1 7 THE GROVE-Roof Trusses Job Reference (optional) I32635867 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 12:13:57 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:31oE0EzwMUp_fxikTpW?IvzdLx0-ulAlx0br67HyPlW1Zzw0LXIxlBiuUTVq3m4eS0zdJaO Scale = 1:53.0 1 2 3 4 5 67 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 23 24 4x5 6x8 5x8 5x8 3x6 5x8 3x6 3x4 3x10 3x10 2x4 5x8 3x4 2x4 3x4 5x12 4x5 2x4 2-5-8 2-5-8 8-10-0 6-4-8 13-8-0 4-10-0 14-1-8 0-5-8 16-1-8 2-0-0 21-2-0 5-0-8 25-2-0 4-0-0 -1-0-0 1-0-0 2-5-8 2-5-8 8-10-0 6-4-8 13-8-0 4-10-0 14-1-8 0-5-8 16-1-8 2-0-0 21-2-0 5-0-8 25-2-0 4-0-0 0-8-133-3-06-7-80-8-130-9-03-3-08.00 12 Plate Offsets (X,Y)-- [6:0-2-12,Edge], [8:0-4-0,0-1-9], [14:0-7-8,0-3-0] 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 0.55 0.83 0.73 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.42 0.18 (loc) 15 15-16 10 l/defl >999 >726 n/a L/d 240 180 n/a PLATES MT20 Weight: 117 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 4-18: 2x6 SP 2400F 2.0E OTHERS 2x4 SPF No.2 SLIDER Left 2x4 SPF Stud 1-7-0, Right 2x4 SPF Stud 2-3-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-0 oc purlins, except 2-0-0 oc purlins (3-1-10 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-16 REACTIONS.(lb/size) 10=1000/Mechanical, 2=1064/0-3-8 Max Horz 2=150(LC 6) Max Uplift 10=-19(LC 8), 2=-48(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1465/81, 4-5=-1394/80, 5-6=-1345/92, 6-7=-2734/138, 7-8=-2606/138, 8-10=-1489/83 BOT CHORD 2-18=-63/1122, 16-17=-104/1855, 15-16=-56/2733, 14-15=-53/2635, 10-11=-9/1138 WEBS 4-16=-797/187, 5-16=0/1072, 6-16=-1838/126, 8-14=-46/1604, 7-14=-439/70, 11-14=-6/985 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 2-2-12, Interior(1) 2-2-12 to 8-10-0, Exterior(2) 8-10-0 to 11-10-0, Interior(1) 13-8-0 to 25-2-0 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 2. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. March 8,2018 Job 18030016-A Truss B4 Truss Type ROOF SPECIAL Qty 1 Ply 1 7 THE GROVE-Roof Trusses Job Reference (optional) I32635868 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 12:13:58 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:31oE0EzwMUp_fxikTpW?IvzdLx0-Mxk88McTtRQp1v5D6gRFtkr7rb51DwX_IQpC_SzdJaN Scale = 1:46.0 1 2 3 4 5 67 8 9 10 17 16 15 14 13 12 11 26 27 28 4x5 6x8 5x8 5x8 3x4 5x8 3x4 3x4 3x10 3x10 3x4 3x4 5x8 3x4 4x5 5x8 2-5-8 2-5-8 8-10-0 6-4-8 11-8-0 2-10-0 14-1-8 2-5-8 19-2-0 5-0-8 25-2-0 6-0-0 -1-0-0 1-0-0 2-5-8 2-5-8 8-10-0 6-4-8 11-8-0 2-10-0 14-1-8 2-5-8 19-2-0 5-0-8 25-2-0 6-0-0 0-8-134-7-06-7-80-8-130-9-04-7-08.00 12 Plate Offsets (X,Y)-- [6:0-2-11,Edge], [8:0-4-0,0-1-9], [13:0-6-4,0-2-12] 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-MS 0.46 0.64 0.74 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.31 0.13 (loc) 15-16 15-16 10 l/defl >999 >975 n/a L/d 240 180 n/a PLATES MT20 Weight: 120 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 7-12: 2x4 SPF Stud WEBS 2x4 SPF Stud *Except* 4-17: 2x6 SP 2400F 2.0E SLIDER Left 2x4 SPF Stud 2-0-0, Right 2x4 SPF Stud 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-6 oc purlins, except 2-0-0 oc purlins (4-2-6 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 10=1005/Mechanical, 2=1068/0-3-8 Max Horz 2=147(LC 6) Max Uplift 10=-14(LC 8), 2=-45(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1394/79, 4-5=-1395/82, 5-6=-1335/102, 6-7=-1747/112, 7-8=-1768/122, 8-10=-1370/89 BOT CHORD 2-17=-80/1131, 15-16=-132/1870, 14-15=-7/1742, 13-14=-20/1777, 7-13=-277/90, 10-11=0/1082 WEBS 4-15=-813/193, 5-15=-10/1137, 11-13=-15/943, 8-13=-77/846, 6-15=-1078/91 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 2-2-12, Interior(1) 2-2-12 to 8-10-0, Exterior(2) 8-10-0 to 22-2-0, Interior(1) 22-2-0 to 25-2-0 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 2. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. March 8,2018 Job 18030016-A Truss B5 Truss Type ROOF SPECIAL Qty 1 Ply 1 7 THE GROVE-Roof Trusses Job Reference (optional) I32635869 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 12:13:59 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:31oE0EzwMUp_fxikTpW?IvzdLx0-q8IWMic6elYge3gQgOyUQyNFm_SmyMJ7X3ZlWvzdJaM Scale = 1:43.7 1 2 3 4 5 6 7 8 9 12 11 10 21 22 23 24 25 26 4x5 4x6 5x8 5x8 3x4 6x8 3x4 3x6 5x12 2x4 2x4 9-8-0 9-8-0 17-2-0 7-6-0 25-2-0 8-0-0 -1-0-0 1-0-0 4-6-12 4-6-12 8-10-0 4-3-4 9-8-0 0-10-0 17-2-0 7-6-0 25-2-0 8-0-0 0-8-135-11-06-7-80-8-135-11-08.00 12 Plate Offsets (X,Y)-- [6:0-2-6,0-2-4], [7:0-4-0,0-1-9] 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 0.54 0.77 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.32 -0.03 (loc) 12-19 12-19 9 l/defl >999 >955 n/a L/d 240 180 n/a PLATES MT20 Weight: 104 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 7-12: 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 4-7-5 oc purlins, except 2-0-0 oc purlins (4-4-9 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-12 REACTIONS.(lb/size) 9=1005/Mechanical, 2=1068/0-3-8 Max Horz 2=147(LC 6) Max Uplift 9=-14(LC 8), 2=-45(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1350/96, 4-5=-1182/94, 5-6=-1341/144, 6-7=-1092/108, 7-9=-1272/93 BOT CHORD 2-12=-77/1077, 10-12=0/1018, 9-10=0/1023 WEBS 5-12=-93/1281, 6-12=-1071/188, 7-10=0/311 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 2-0-0, Interior(1) 2-0-0 to 8-10-0, Exterior(2) 8-10-0 to 20-2-0, Interior(1) 20-2-0 to 25-2-0 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 2. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. March 8,2018 Job 18030016-A Truss B6 Truss Type HIP Qty 1 Ply 1 7 THE GROVE-Roof Trusses Job Reference (optional) I32635870 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 12:14:00 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:31oE0EzwMUp_fxikTpW?IvzdLx0-IKsuZ2dkP2gXGCFcE5Tjy9wXkOn?hyeHmjIJ3LzdJaL Scale = 1:46.5 1 2 3 4 5 6 7 8 9 12 11 10 21 22 23 24 25 26 5x6 5x8 7x10 3x4 7x10 3x4 3x6 3x10 2x4 3x4 2x4 10-0-0 10-0-0 15-2-0 5-2-0 25-2-0 10-0-0 -1-0-0 1-0-0 5-1-12 5-1-12 10-0-0 4-10-4 15-2-0 5-2-0 20-0-4 4-10-4 25-2-0 5-1-12 0-8-137-3-07-4-130-8-137-3-08.00 12 Plate Offsets (X,Y)-- [2:0-4-10,Edge], [5:0-3-0,0-2-3], [6:0-4-0,0-1-9], [9:0-0-0,0-3-6] 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 0.24 0.61 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.44 0.04 (loc) 10-15 10-15 9 l/defl >999 >680 n/a L/d 240 180 n/a PLATES MT20 Weight: 107 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 6-12: 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 4-10-15 oc purlins, except 2-0-0 oc purlins (5-10-15 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-12 REACTIONS.(lb/size) 9=1005/Mechanical, 2=1068/0-3-8 Max Horz 2=163(LC 6) Max Uplift 9=-13(LC 8), 2=-45(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1341/113, 4-5=-1149/114, 5-6=-887/129, 6-7=-1151/118, 7-9=-1345/115 BOT CHORD 2-12=-62/1072, 10-12=0/888, 9-10=-31/1077 WEBS 5-12=0/354, 6-10=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) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 10-0-0, Exterior(2) 10-0-0 to 19-4-15, Interior(1) 19-4-15 to 25-2-0 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 2. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. March 8,2018 Job 18030016-A Truss B7 Truss Type HIP Qty 1 Ply 1 7 THE GROVE-Roof Trusses Job Reference (optional) I32635871 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 12:14:01 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:31oE0EzwMUp_fxikTpW?IvzdLx0-mWQGnOeM9MoOuMqooo?yVNThmo81QL?Q_N2sbnzdJaK Scale = 1:50.6 1 2 3 4 5 6 7 8 9 14 13 12 11 10 23 24 25 26 5x8 5x6 5x8 3x4 5x8 3x4 3x6 3x6 2x4 3x4 3x10 3x6 2x4 6-1-7 6-1-7 12-0-0 5-10-9 13-2-0 1-2-0 19-0-9 5-10-9 25-2-0 6-1-7 -1-0-0 1-0-0 6-1-7 6-1-7 12-0-0 5-10-9 13-2-0 1-2-0 19-0-9 5-10-9 25-2-0 6-1-7 0-8-138-7-08-8-130-8-138-7-08.00 12 Plate Offsets (X,Y)-- [5:0-4-0,0-1-9], [6:0-3-0,0-2-3] 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 0.29 0.49 0.44 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.14 0.05 (loc) 13-14 13-14 9 l/defl >999 >999 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 Stud *Except* 5-13,5-12,6-12: 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 4-7-14 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12 REACTIONS.(lb/size) 9=1005/Mechanical, 2=1068/0-3-8 Max Horz 2=194(LC 6) Max Uplift 9=-15(LC 8), 2=-47(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1362/69, 4-5=-1031/120, 5-6=-773/130, 6-7=-1033/122, 7-9=-1366/75 BOT CHORD 2-14=0/1075, 13-14=0/1075, 12-13=0/771, 10-12=0/1079, 9-10=0/1079 WEBS 4-13=-397/98, 5-13=-12/306, 6-12=-26/329, 7-12=-401/101 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 12-0-0, Exterior(2) 12-0-0 to 13-2-0, Interior(1) 17-4-15 to 25-2-0 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 2. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. March 8,2018 Job 18030016-A Truss B8 Truss Type COMMON Qty 2 Ply 1 7 THE GROVE-Roof Trusses Job Reference (optional) I32635872 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 12:14:01 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:31oE0EzwMUp_fxikTpW?IvzdLx0-mWQGnOeM9MoOuMqooo?yVNTgpo8nQPuQ_N2sbnzdJaK Scale = 1:55.7 1 2 3 4 5 6 7 8 9 10 13 12 11 22 23 24 25 26 27 3x6 4x5 3x6 3x6 5x8 3x4 3x4 2x4 3x4 5x8 3x4 2x4 8-5-13 8-5-13 16-8-3 8-2-5 25-2-0 8-5-13 -1-0-0 1-0-0 6-4-12 6-4-12 12-7-0 6-2-4 18-9-4 6-2-4 25-2-0 6-4-12 0-8-139-1-80-8-138.00 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-MS 0.35 0.51 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.21 0.04 (loc) 11-16 11-13 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 102 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 8-11,4-13: 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 4-10-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 10=1005/Mechanical, 2=1068/0-3-8 Max Horz 2=205(LC 6) Max Uplift 10=-14(LC 8), 2=-46(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1343/70, 4-6=-1226/131, 6-8=-1230/137, 8-10=-1346/75 BOT CHORD 2-13=0/1059, 11-13=0/724, 10-11=0/1063 WEBS 6-11=-41/515, 8-11=-330/142, 6-13=-39/509, 4-13=-327/140 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 2-0-0, Interior(1) 2-0-0 to 12-7-0, Exterior(2) 12-7-0 to 15-7-0 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) 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, 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. March 8,2018 Job 18030016-A Truss B9 Truss Type COMMON Qty 8 Ply 1 7 THE GROVE-Roof Trusses Job Reference (optional) I32635873 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 12:14:02 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:31oE0EzwMUp_fxikTpW?IvzdLx0-Ej_e_kf_wgwFVWP?LWWB1a?qgCU29sAaD1nP7EzdJaJ Scale = 1:55.8 1 2 3 4 5 6 7 8 9 10 11 14 13 12 23 24 25 26 27 28 3x6 4x5 3x6 5x8 3x4 3x6 3x4 2x4 3x4 2x4 5x8 3x4 8-5-13 8-5-13 16-8-3 8-2-5 25-2-0 8-5-13 -1-0-0 1-0-0 6-4-12 6-4-12 12-7-0 6-2-4 18-9-4 6-2-4 25-2-0 6-4-12 26-2-0 1-0-0 0-8-139-1-80-8-138.00 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-MS 0.34 0.51 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.21 0.04 (loc) 14-17 12-14 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 103 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* 8-12,4-14: 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 4-10-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=1067/0-3-8, 10=1067/0-3-8 Max Horz 2=197(LC 6) Max Uplift 2=-46(LC 7), 10=-46(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1341/70, 4-6=-1224/131, 6-8=-1224/131, 8-10=-1341/70 BOT CHORD 2-14=0/1058, 12-14=0/722, 10-12=0/1058 WEBS 6-12=-39/509, 8-12=-326/140, 6-14=-39/509, 4-14=-326/140 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 2-0-0, Interior(1) 2-0-0 to 12-7-0, Exterior(2) 12-7-0 to 15-7-0 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) 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, 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. March 8,2018 Job 18030016-A Truss B10 Truss Type HIP Qty 1 Ply 1 7 THE GROVE-Roof Trusses Job Reference (optional) I32635874 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 12:13:53 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:31oE0EzwMUp_fxikTpW?IvzdLx0-?_xF5fYL2vnWw8DGK7r4Ah7JvaQ7YmmF986RJFzdJaS Scale = 1:52.9 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 24 25 26 27 28 29 5x6 5x8 5x8 3x4 3x6 3x6 2x4 5x8 3x4 3x6 2x4 5x8 3x4 5-8-4 5-8-4 10-7-0 4-10-13 14-7-0 4-0-0 19-5-12 4-10-13 25-2-0 5-8-4 -1-0-0 1-0-0 5-8-4 5-8-4 10-7-0 4-10-13 14-7-0 4-0-0 19-5-12 4-10-13 25-2-0 5-8-4 26-2-0 1-0-0 0-8-137-7-117-9-80-8-137-7-118.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-2-3], [6:0-4-0,0-1-9] 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 0.28 0.49 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.12 0.05 (loc) 11-12 11-12 9 l/defl >999 >999 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 Stud *Except* 5-14,6-14,6-12: 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 4-8-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-14 REACTIONS.(lb/size) 2=1067/0-3-8, 9=1067/0-3-8 Max Horz 2=165(LC 6) Max Uplift 2=-46(LC 7), 9=-46(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1361/82, 4-5=-1099/127, 5-6=-844/134, 6-7=-1098/127, 7-9=-1361/81 BOT CHORD 2-15=-22/1074, 14-15=-22/1074, 12-14=0/843, 11-12=0/1074, 9-11=0/1074 WEBS 4-14=-313/93, 5-14=0/328, 6-12=-4/327, 7-12=-314/93 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 2-0-0, Interior(1) 2-0-0 to 10-7-0, Exterior(2) 10-7-0 to 14-7-0, Interior(1) 18-9-15 to 26-2-0 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 9. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. March 8,2018 Job 18030016-A Truss B11 Truss Type HIP Qty 1 Ply 1 7 THE GROVE-Roof Trusses Job Reference (optional) I32635875 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 12:13:54 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:31oE0EzwMUp_fxikTpW?IvzdLx0-TAVdJ?YzpCvNYHoStqNJjugOozl6HFuONor_rhzdJaR Scale = 1:45.0 1 2 3 4 5 6 7 8 9 10 13 12 11 22 23 24 25 26 27 5x6 5x8 5x8 3x4 3x6 3x10 2x4 3x4 2x4 5x8 3x4 8-7-0 8-7-0 16-7-0 8-0-0 25-2-0 8-7-0 -1-0-0 1-0-0 4-6-11 4-6-11 8-7-0 4-0-6 16-7-0 8-0-0 20-7-6 4-0-5 25-2-0 4-6-11 26-2-0 1-0-0 0-8-136-3-116-5-80-8-136-3-118.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-2-3], [6:0-4-0,0-1-9] 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 0.51 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.23 0.05 (loc) 11-13 11-13 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 105 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 6-13: 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 4-9-0 oc purlins, except 2-0-0 oc purlins (4-5-9 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-13 REACTIONS.(lb/size) 2=1067/0-3-8, 9=1067/0-3-8 Max Horz 2=-134(LC 5) Max Uplift 2=-46(LC 7), 9=-46(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1353/102, 4-5=-1205/107, 5-6=-977/121, 6-7=-1205/107, 7-9=-1352/102 BOT CHORD 2-13=-79/1072, 11-13=0/977, 9-11=-17/1072 WEBS 5-13=0/356, 6-11=0/356 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 2-0-0, Interior(1) 2-0-0 to 8-7-0, Exterior(2) 8-7-0 to 20-8-12, Interior(1) 20-8-12 to 26-2-0 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 9. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. March 8,2018 Job 18030016-A Truss B12 Truss Type HIP Qty 1 Ply 1 7 THE GROVE-Roof Trusses Job Reference (optional) I32635876 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 12:13:54 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:31oE0EzwMUp_fxikTpW?IvzdLx0-TAVdJ?YzpCvNYHoStqNJjugS8zkJHEmONor_rhzdJaR Scale = 1:45.0 1 2 3 4 5 6 7 8 9 13 12 11 10 22 23 24 25 26 27 28 29 5x8 5x8 5x8 3x4 3x6 2x4 3x10 2x4 2x4 5x8 3x4 6-7-0 6-7-0 12-7-0 6-0-0 18-7-0 6-0-0 25-2-0 6-7-0 -1-0-0 1-0-0 6-7-0 6-7-0 12-7-0 6-0-0 18-7-0 6-0-0 25-2-0 6-7-0 26-2-0 1-0-0 0-8-134-11-115-1-80-8-134-11-118.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-9], [6:0-4-0,0-1-9] 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 0.44 0.56 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.16 0.06 (loc) 10-12 10-12 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 100 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 4-12,6-12: 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 4-8-15 oc purlins, except 2-0-0 oc purlins (4-5-8 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=1067/0-3-8, 8=1067/0-3-8 Max Horz 2=103(LC 6) Max Uplift 2=-46(LC 7), 8=-46(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1353/96, 4-5=-1407/126, 5-6=-1407/126, 6-8=-1353/96 BOT CHORD 2-13=-97/1060, 12-13=-99/1056, 10-12=-6/1056, 8-10=-3/1060 WEBS 4-12=-145/522, 5-12=-437/177, 6-12=-146/522 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 2-0-0, Interior(1) 2-0-0 to 6-7-0, Exterior(2) 6-7-0 to 22-9-15, Interior(1) 22-9-15 to 26-2-0 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. March 8,2018 Job 18030016-A Truss B13 Truss Type ROOF SPECIAL Qty 1 Ply 1 7 THE GROVE-Roof Trusses Job Reference (optional) I32635877 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 12:13:55 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:31oE0EzwMUp_fxikTpW?IvzdLx0-xN3?WLZbaW1EARNfRYuYF6Db_N3I0ZyYcSbYN8zdJaQ Scale = 1:45.0 1 2 3 4 5 6 7 8 9 10 14 13 12 11 23 24 25 26 27 28 5x8 6x8 4x6 5x8 3x4 3x6 2x4 5x8 2x4 5x6 5x8 3x4 4-7-0 4-7-0 10-10-0 6-3-0 17-1-0 6-3-0 25-2-0 8-1-0 -1-0-0 1-0-0 4-7-0 4-7-0 10-10-0 6-3-0 17-1-0 6-3-0 18-10-0 1-9-0 25-2-0 6-4-0 26-2-0 1-0-0 0-8-133-7-114-11-80-8-133-7-118.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-9], [6:0-2-11,Edge], [11:0-1-12,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.57 0.58 0.73 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.27 0.05 (loc) 11-13 13-14 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 100 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 4-0-4 oc purlins, except 2-0-0 oc purlins (3-6-1 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=1067/0-3-8, 9=1067/0-3-8 Max Horz 2=100(LC 6) Max Uplift 2=-48(LC 7), 9=-46(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1400/79, 4-5=-1941/159, 5-6=-1941/159, 6-7=-1969/133, 7-9=-1325/87 BOT CHORD 2-14=0/1122, 13-14=0/1119, 11-13=-5/1651, 9-11=0/1034 WEBS 4-13=-147/933, 5-13=-469/183, 6-13=-77/398, 6-11=-1462/147, 7-11=-71/1694 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 2-0-0, Interior(1) 2-0-0 to 4-7-0, Exterior(2) 4-7-0 to 7-7-0, Interior(1) 17-1-0 to 26-2-0 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 9. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. March 8,2018 Job 18030016-A Truss B14 Truss Type ROOF SPECIAL Qty 1 Ply 1 7 THE GROVE-Roof Trusses Job Reference (optional) I32635878 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 12:13:56 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:31oE0EzwMUp_fxikTpW?IvzdLx0-PZdNkhaDLq95nbyr?FPnoJlkWnLVl_nhr6K5vazdJaP Scale = 1:45.0 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 24 25 26 27 28 29 30 31 5x10 4x10 MT18H 4x5 5x8 3x4 3x10 MT18H2x4 5x12 2x4 2x4 4x6 5x8 3x4 2-7-0 2-7-0 8-10-0 6-3-0 15-1-0 6-3-0 18-10-0 3-9-0 25-2-0 6-4-0 -1-0-0 1-0-0 2-7-0 2-7-0 8-10-0 6-3-0 15-1-0 6-3-0 18-10-0 3-9-0 25-2-0 6-4-0 26-2-0 1-0-0 0-8-132-3-114-11-80-8-132-3-118.00 12 Plate Offsets (X,Y)-- [4:0-5-0,0-0-14], [6:0-4-4,0-2-4] 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 0.64 0.84 0.88 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.57 0.08 (loc) 12-14 12-14 9 l/defl >999 >532 n/a L/d 240 180 n/a PLATES MT20 MT18H Weight: 98 lb FT = 20% GRIP 197/144 197/144 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 4-3-4 oc purlins, except 2-0-0 oc purlins (2-10-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=1067/0-3-8, 9=1067/0-3-8 Max Horz 2=100(LC 6) Max Uplift 2=-49(LC 7), 9=-46(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1418/63, 4-5=-2985/202, 5-6=-2985/202, 6-7=-1329/94, 7-9=-1341/81 BOT CHORD 2-15=-6/1155, 14-15=-10/1154, 12-14=-60/2965, 11-12=-56/2971, 9-11=0/1044 WEBS 4-14=-159/1927, 5-14=-473/182, 6-11=-2198/94, 7-11=-8/1157 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 2-0-0, Interior(1) 2-0-0 to 2-7-0, Exterior(2) 2-7-0 to 5-7-0, Interior(1) 15-1-0 to 26-2-0 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) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 9. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. March 8,2018 Job 18030016-A Truss BB Truss Type GABLE Qty 1 Ply 1 7 THE GROVE-Roof Trusses Job Reference (optional) I32635879 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 12:14:03 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:31oE0EzwMUp_fxikTpW?IvzdLx0-ivY1C4fchz267g_BvD1QaoY3hcxguK5jShXzfgzdJaI Scale = 1:41.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 28 27 26 25 24 23 22 21 20 19 18 4x5 3x6 3x4 5x6 3x6 3x4 17-8-0 17-8-0 -1-0-0 1-0-0 8-10-0 8-10-0 17-8-0 8-10-0 18-8-0 1-0-0 0-8-136-7-80-8-138.00 12 Plate Offsets (X,Y)-- [2:0-3-6,0-0-5], [16:0-3-6,0-0-5], [23:0-3-0,0-3-0] 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 0.03 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 16 17 16 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 97 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 1-7-0, Right 2x4 SPF Stud 1-7-0 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.All bearings 17-8-0. (lb) - Max Horz 2=147(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 16, 24, 25, 26, 27, 28, 22, 21, 20, 19, 18, 2 Max Grav All reactions 250 lb or less at joint(s) 16, 23, 24, 25, 26, 27, 28, 22, 21, 20, 19, 18, 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 2-2-0, Exterior(2) 2-2-0 to 8-10-0, Corner(3) 8-10-0 to 11-10-0 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 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, 24, 25, 26, 27, 28, 22, 21, 20, 19, 18, 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. March 8,2018 Job 18030016-A Truss BG Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 7 THE GROVE-Roof Trusses Job Reference (optional) I32635880 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 12:14:04 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:31oE0EzwMUp_fxikTpW?IvzdLx0-A56PPQgESHAzlqZNTxYf7?58Z?4rdaGshLGWC6zdJaH Scale = 1:49.2 1 2 3 4 5 678 16 15 14 13 12 11 10 9 21 22 23 24 25 26 4x5 6x8 3x4 5x8 3x4 5x14 3x10 5x6 3x6 5x8 5x8 8x16 2x4 5x14 3x10 2-5-8 2-5-8 8-10-0 6-4-8 14-1-8 5-3-8 15-8-0 1-6-8 20-5-0 4-9-0 25-2-0 4-9-0 -1-0-0 1-0-0 2-5-8 2-5-8 8-10-0 6-4-8 14-1-8 5-3-8 15-8-0 1-6-8 20-5-0 4-9-0 25-2-0 4-9-0 0-8-132-0-136-7-82-0-130-9-08.00 12 Plate Offsets (X,Y)-- [5:0-1-8,0-2-4], [6:0-5-4,0-3-4], [11:0-1-12,0-2-4], [15:0-4-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.51 0.87 0.92 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.60 0.17 (loc) 12 12 9 l/defl >999 >497 n/a L/d 240 180 n/a PLATES MT20 Weight: 112 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 13-15,9-12: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF Stud *Except* 3-16: 2x8 SP No.1, 11-13,6-10,8-10: 2x4 SPF No.2 SLIDER Left 2x4 SPF Stud 2-3-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-1 oc purlins, except end verticals, and 2-0-0 oc purlins (3-4-6 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-14 REACTIONS.(lb/size) 9=1128/Mechanical, 2=1086/0-3-8 Max Horz 2=170(LC 4) Max Uplift 9=-111(LC 4), 2=-63(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-380/0, 3-4=-1432/60, 4-5=-1464/68, 5-6=-4043/117, 6-7=-2415/192, 7-8=-2415/192, 8-9=-1034/105 BOT CHORD 2-16=-94/1165, 14-15=-159/1917, 13-14=-75/3491, 5-13=-43/2071, 11-12=-20/359, 10-11=-94/3508 WEBS 3-14=-831/205, 4-14=0/1135, 5-14=-2501/141, 11-13=-90/3730, 6-13=-324/106, 6-11=-1744/66, 6-10=-1167/0, 7-10=-313/133, 8-10=-179/2520 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; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 9=111. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 38 lb down and 28 lb up at 18-0-12, 38 lb down and 28 lb up at 20-0-12, and 38 lb down and 28 lb up at 22-0-12, and 38 lb down and 27 lb up at 24-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-6=-60, 6-8=-60, 16-17=-20, 13-15=-20, 9-12=-20 Concentrated Loads (lb) Vert: 23=-38 24=-38 25=-38 26=-38 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. March 8,2018 Job 18030016-A Truss BG1 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 7 THE GROVE-Roof Trusses Job Reference (optional) I32635881 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 12:14:05 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:31oE0EzwMUp_fxikTpW?IvzdLx0-fIfnclhsDbIpM_8a0e3ufDdHoPUpM420v?03kYzdJaG Scale = 1:45.0 1 2 3 4 5 6 7 8 9 1011 16 15 14 13 12 17 18 19 20 21 22 5x12 4x5 5x8 3x6 3x10 MT18H2x4 5x10 5x6 2x4 2x4 5x10 2x4 5x8 3x6 2-0-0 2-0-0 8-1-4 6-1-4 14-6-0 6-4-12 18-10-0 4-4-0 25-2-0 6-4-0 -1-0-0 1-0-0 2-0-0 2-0-0 8-1-4 6-1-4 14-6-0 6-4-12 18-10-0 4-4-0 21-10-4 3-0-4 25-2-0 3-3-12 26-2-0 1-0-0 0-8-132-0-134-11-80-8-132-0-138.00 12 Plate Offsets (X,Y)-- [2:0-4-10,Edge], [4:0-4-0,0-2-0], [15:0-4-8,0-2-4] 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 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.61 0.63 0.75 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.28 -0.69 0.10 (loc) 14-15 14-15 10 l/defl >999 >439 n/a L/d 240 180 n/a PLATES MT20 MT18H Weight: 101 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-6: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF Stud *Except* 4-15,6-15: 2x4 SPF No.2 SLIDER Left 2x4 SPF Stud 1-7-1, Right 2x4 SPF Stud 1-11-9 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-14 oc purlins, except 2-0-0 oc purlins (3-6-15 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-12 REACTIONS.(lb/size) 2=1274/0-3-8, 10=1134/0-3-8 Max Horz 2=109(LC 12) Max Uplift 2=-193(LC 5), 10=-94(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1827/297, 4-5=-3779/595, 5-6=-3779/595, 6-7=-1437/119, 7-8=-1392/116, 8-10=-1524/119 BOT CHORD 2-16=-173/1362, 15-16=-171/1343, 14-15=-217/3946, 12-14=-219/3936, 10-12=-29/1142 WEBS 4-15=-386/2535, 5-15=-405/182, 6-15=-281/111, 6-12=-3019/301, 7-12=-73/1254 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; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10 except (jt=lb) 2=193. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 84 lb down and 54 lb up at 2-0-0, 38 lb down and 28 lb up at 4-0-12, 38 lb down and 28 lb up at 6-0-12, 38 lb down and 28 lb up at 8-0-12, and 38 lb down and 28 lb up at 10-0-12, and 38 lb down and 28 lb up at 12-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-6=-60, 6-7=-60, 7-11=-60, 2-10=-20 Concentrated Loads (lb) Vert: 16=-84 15=-38 19=-38 20=-38 21=-38 22=-38 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. March 8,2018 Job 18030016-A Truss C Truss Type COMMON Qty 1 Ply 1 7 THE GROVE-Roof Trusses Job Reference (optional) I32635882 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 12:14:06 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:31oE0EzwMUp_fxikTpW?IvzdLx0-7UD9q5iV_uQg_7imaMa7CQAZxpt55gL98fldG?zdJaF Scale = 1:38.3 1 2 3 4 5 6 7 8 9 10 19 20 21 22 23 24 5x8 3x4 5x8 4x5 2x4 2x4 5x8 3x4 8-2-0 8-2-0 16-4-0 8-2-0 -1-0-0 1-0-0 4-2-9 4-2-9 8-2-0 3-11-6 12-1-6 3-11-7 16-4-0 4-2-10 17-4-0 1-0-0 0-8-136-2-20-8-138.00 12 Plate Offsets (X,Y)-- [10:0-4-0,0-3-0] 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 0.13 0.44 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.15 0.02 (loc) 10-17 10-17 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 66 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 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=713/0-3-8, 8=713/0-3-8 Max Horz 2=-129(LC 5) Max Uplift 2=-52(LC 7), 8=-52(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-794/66, 4-5=-642/69, 5-6=-642/69, 6-8=-794/66 BOT CHORD 2-10=-16/632, 8-10=0/632 WEBS 5-10=-3/438 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 2-0-0, Interior(1) 2-0-0 to 8-2-0, Exterior(2) 8-2-0 to 11-2-0 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) 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. March 8,2018 Job 18030016-A Truss CB Truss Type GABLE Qty 1 Ply 1 7 THE GROVE-Roof Trusses Job Reference (optional) I32635883 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 12:14:07 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:31oE0EzwMUp_fxikTpW?IvzdLx0-bgnX1Ri7lCYXcHHy835MkeilgDIsq9OJNJVAoRzdJaE Scale = 1:38.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 26 25 24 23 22 21 20 19 18 17 16 27 28 4x5 3x6 5x6 4x5 4x5 3x6 16-4-0 16-4-0 -1-0-0 1-0-0 8-2-0 8-2-0 16-4-0 8-2-0 17-4-0 1-0-0 0-8-136-2-20-8-138.00 12 Plate Offsets (X,Y)-- [2:0-2-4,0-0-1], [3:0-2-2,0-2-0], [13:0-2-2,0-2-0], [14:0-2-4,0-1-9], [21:0-3-0,0-3-0] 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 0.02 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 15 15 14 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 88 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 1-8-2, Right 2x4 SPF Stud 1-8-2 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 16-4-0. (lb) - Max Horz 2=137(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 2, 22, 23, 24, 25, 26, 20, 19, 18, 17, 16, 14 Max Grav All reactions 250 lb or less at joint(s) 2, 21, 22, 23, 24, 25, 26, 20, 19, 18, 17, 16, 14 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 2-0-0, Exterior(2) 2-0-0 to 8-2-0, Corner(3) 8-2-0 to 11-2-0 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) 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, 22, 23, 24, 25, 26, 20, 19, 18, 17, 16, 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. March 8,2018 Job 18030016-A Truss CG Truss Type Common Girder Qty 1 Ply 2 7 THE GROVE-Roof Trusses Job Reference (optional) I32635884 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 12:14:08 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:31oE0EzwMUp_fxikTpW?IvzdLx0-3tLwFnjlWWgODRs8indbHrFm2dYzZPrSbzFkLtzdJaD Scale = 1:40.4 1 2 3 4 5 6 7 10 9 8 11 12 13 14 15 16 4x6 7x10 3x10 8x10 8x10 3x10 5x6 3x6 3x6 HUS26 JUS26 JUS26 JUS26 JUS26 JUS26 JUS26 JUS26 4-2-9 4-2-9 12-1-6 7-10-13 16-4-0 4-2-10 -1-0-0 1-0-0 4-2-9 4-2-9 8-2-0 3-11-7 12-1-6 3-11-6 16-4-0 4-2-10 0-8-136-2-20-8-138.00 12 Plate Offsets (X,Y)-- [2:0-0-4,0-2-11], [2:0-7-10,0-4-0], [2:0-0-13,0-0-0], [7:0-0-3,0-2-11], [9:0-5-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.74 0.41 0.88 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.14 0.03 (loc) 8-9 8-9 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 182 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF Stud WEDGE Left: 2x8 SP No.1 SLIDER Right 2x4 SPF Stud 2-3-8 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 7=5070/0-3-8, 2=4292/0-3-8 Max Horz 2=139(LC 4) Max Uplift 7=-145(LC 6), 2=-246(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5880/242, 3-4=-4036/175, 4-5=-3992/172, 5-7=-5637/189 BOT CHORD 2-10=-175/4609, 9-10=-175/4609, 8-9=-91/4451, 7-8=-91/4451 WEBS 4-9=-141/4080, 5-9=-1444/117, 3-9=-1638/173, 3-10=-79/2096, 5-8=-10/1846 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 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) except (jt=lb) 7=145, 2=246. 7) Use USP HUS26 (With 16d nails into Girder & 16d nails into Truss) or equivalent at 2-0-12 from the left end to connect truss(es) to front face of bottom chord. 8) Use USP JUS26 (With 10d nails into Girder & 10d nails into Truss) or equivalent spaced at 2-1-8 oc max. starting at 4-0-12 from the left end to 16-2-4 to connect truss(es) to front face of bottom chord. 9) 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, 4-7=-60, 2-7=-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. March 8,2018 Job 18030016-A Truss CG Truss Type Common Girder Qty 1 Ply 2 7 THE GROVE-Roof Trusses Job Reference (optional) I32635884 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 12:14:08 2018 Page 2 Carter Components, Franklin, IN - 46131, ID:31oE0EzwMUp_fxikTpW?IvzdLx0-3tLwFnjlWWgODRs8indbHrFm2dYzZPrSbzFkLtzdJaD LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 7=-994(F) 9=-985(F) 10=-980(F) 8=-985(F) 13=-1108(F) 14=-985(F) 15=-985(F) 16=-985(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 18030016-A Truss CJ1 Truss Type Jack-Open Qty 1 Ply 1 7 THE GROVE-Roof Trusses Job Reference (optional) I32635885 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 12:14:08 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:31oE0EzwMUp_fxikTpW?IvzdLx0-3tLwFnjlWWgODRs8indbHrFuLdeWZcYSbzFkLtzdJaD Scale = 1:8.3 1 2 3 4 3x4 2-7-6 2-7-6 -1-5-0 1-5-0 2-7-6 2-7-6 0-4-151-1-40-9-41-1-43.18 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 0.20 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 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 2-7-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=28/Mechanical, 2=233/0-7-6, 4=22/Mechanical Max Horz 2=36(LC 5) Max Uplift 3=-10(LC 8), 2=-78(LC 5) Max Grav 3=28(LC 1), 2=233(LC 1), 4=45(LC 2) 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 Corner(3) 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 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. March 8,2018 Job 18030016-A Truss CJ2 Truss Type Jack-Open Girder Qty 2 Ply 1 7 THE GROVE-Roof Trusses Job Reference (optional) I32635886 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 12:14:09 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:31oE0EzwMUp_fxikTpW?IvzdLx0-X3vIS7kNHpoFrbRLFU8qq3o1o0_?I3Ibqd_HtKzdJaC Scale = 1:10.0 1 2 6 5 3 4 4x6 3x4 0-1-8 1-11-5 1-10-11 -1-10-10 1-10-10 1-11-5 1-11-5 0-8-131-5-11-0-131-5-14.24 12 Plate Offsets (X,Y)-- [2:0-2-4,0-1-4] 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 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.35 0.04 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 6 5-6 3 l/defl >999 >999 n/a L/d 240 180 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 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=-16/Mechanical, 4=18/Mechanical, 6=263/0-5-6 Max Horz 6=43(LC 7) Max Uplift 3=-16(LC 1), 4=-2(LC 7), 6=-96(LC 5) Max Grav 3=22(LC 5), 4=36(LC 2), 6=263(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-245/280 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) 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4, 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. March 8,2018 Job 18030016-A Truss CJ4 Truss Type MONO TRUSS Qty 1 Ply 1 7 THE GROVE-Roof Trusses Job Reference (optional) I32635887 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 12:14:09 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:31oE0EzwMUp_fxikTpW?IvzdLx0-X3vIS7kNHpoFrbRLFU8qq3o460zZI3obqd_HtKzdJaC Scale = 1:13.0 1 2 3 4 5 3x6 3x4 2x4 3x4 2-8-7 2-8-7 -1-5-0 1-5-0 2-8-7 2-8-7 0-8-132-0-21-8-100-3-82-0-25.66 12 Plate Offsets (X,Y)-- [2:0-2-12,0-0-5], [4:0-0-0,0-0-0], [5:0-0-0,0-0-0] 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-P 0.14 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 2-5 2-5 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x6 SPF No.2 SLIDER Left 2x4 SPF Stud 1-7-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=208/0-3-8, 5=75/0-1-8 Max Horz 2=55(LC 6) Max Uplift 2=-58(LC 7), 5=-9(LC 6) 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 Corner(3) 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 100 lb uplift at joint(s) 2, 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. March 8,2018 Job 18030016-A Truss E Truss Type COMMON Qty 1 Ply 1 7 THE GROVE-Roof Trusses Job Reference (optional) I32635888 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 12:14:10 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:31oE0EzwMUp_fxikTpW?IvzdLx0-?FTggTl?27w6Tl0XpBf3MGKDwQFr1VLl3HkqPmzdJaB Scale: 3/8"=1' 1 2 3 4 5 6 7 8 17 18 19 20 21 22 3x10 3x4 3x10 3x4 2x4 4x5 6-4-0 6-4-0 12-8-0 6-4-0 -1-0-0 1-0-0 6-4-0 6-4-0 12-8-0 6-4-0 13-8-0 1-0-0 0-8-134-11-80-8-138.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [6:0-4-10,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.26 0.38 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.09 0.02 (loc) 8-15 8-15 2 l/defl >999 >999 n/a L/d 240 180 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 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 Horz 2=100(LC 6) Max Uplift 2=-52(LC 7), 6=-52(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-520/65, 4-6=-520/65 BOT CHORD 2-8=0/391, 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) gable end 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 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, 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. March 8,2018 Job 18030016-A Truss E1 Truss Type COMMON Qty 1 Ply 1 7 THE GROVE-Roof Trusses Job Reference (optional) I32635889 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 12:14:11 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:31oE0EzwMUp_fxikTpW?IvzdLx0-TS12tpmdpR2z4vbjNvAIvUtOXqawmyauIxTOxCzdJaA Scale: 3/8"=1' 1 2 3 4 5 6 7 16 17 18 19 20 21 5x6 3x4 5x6 3x4 2x4 4x5 6-4-0 6-4-0 12-8-0 6-4-0 6-4-0 6-4-0 12-8-0 6-4-0 13-8-0 1-0-0 0-8-134-11-80-8-138.00 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-MS 0.27 0.39 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.10 0.03 (loc) 7-10 7-10 1 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 43 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud 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) 1=504/0-3-8, 5=569/0-3-8 Max Horz 1=-108(LC 5) Max Uplift 1=-20(LC 7), 5=-52(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-490/69, 3-5=-525/65 BOT CHORD 1-7=0/395, 5-7=0/395 WEBS 3-7=0/278 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 3-0-0, Interior(1) 3-0-0 to 6-4-0, Exterior(2) 6-4-0 to 9-4-0 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 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. 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. March 8,2018 Job 18030016-A Truss EB Truss Type GABLE Qty 1 Ply 1 7 THE GROVE-Roof Trusses Job Reference (optional) I32635890 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 12:14:11 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:31oE0EzwMUp_fxikTpW?IvzdLx0-TS12tpmdpR2z4vbjNvAIvUtRgqgRmznuIxTOxCzdJaA Scale = 1:30.2 1 2 3 4 5 6 7 8 9 10 11 12 13 20 19 18 17 16 15 14 21 22 4x5 3x6 3x4 3x6 3x4 12-8-0 12-8-0 -1-0-0 1-0-0 6-4-0 6-4-0 12-8-0 6-4-0 13-8-0 1-0-0 0-8-134-11-80-8-138.00 12 Plate Offsets (X,Y)-- [2:0-4-2,0-0-1], [12:0-4-2,0-0-1] 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-S 0.07 0.04 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 12 12 12 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 62 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 1-6-15, 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 Horz 2=-109(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 12, 18, 19, 20, 16, 15, 14 Max Grav All reactions 250 lb or less at joint(s) 2, 12, 17, 18, 19, 20, 16, 15, 14 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 2-0-0, Exterior(2) 2-0-0 to 6-4-0, Corner(3) 6-4-0 to 9-4-0 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 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. 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. March 8,2018 Job 18030016-A Truss G Truss Type QUEENPOST Qty 1 Ply 1 7 THE GROVE-Roof Trusses Job Reference (optional) I32635891 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 12:14:12 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:31oE0EzwMUp_fxikTpW?IvzdLx0-xeaQ49mFakAqi2AwxchXRhQXgEnCVMn2WbDxUezdJa9 Scale = 1:37.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 4x6 4x5 5x12 2x4 2x4 4x6 10-10-0 10-10-0 21-8-0 10-10-0 -1-0-0 1-0-0 5-7-6 5-7-6 10-10-0 5-2-10 16-0-10 5-2-10 21-8-0 5-7-6 22-8-0 1-0-0 0-5-84-11-100-5-85.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-14], [6:Edge,0-0-14], [8:0-6-0,0-3-4] 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-S 0.44 0.97 0.31 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.28 -0.73 0.06 (loc) 6-8 6-8 6 l/defl >923 >349 n/a L/d 240 180 n/a PLATES MT20 Weight: 72 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-11 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 Horz 2=32(LC 7) Max Uplift 2=-56(LC 7), 6=-56(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1585/105, 3-4=-1196/56, 4-5=-1196/56, 5-6=-1585/105 BOT CHORD 2-8=-43/1406, 6-8=-49/1406 WEBS 3-8=-425/133, 4-8=0/617, 5-8=-425/133 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 2-0-0, Interior(1) 2-0-0 to 10-10-0, Exterior(2) 10-10-0 to 13-10-0 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 100 lb uplift at joint(s) 2, 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. March 8,2018 Job 18030016-A Truss G1 Truss Type Hip Qty 1 Ply 1 7 THE GROVE-Roof Trusses Job Reference (optional) I32635892 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 12:14:13 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:31oE0EzwMUp_fxikTpW?IvzdLx0-Qq8oIVnuL2JhKCl6UKCm_vyfveDdErSBlFyV05zdJa8 Scale = 1:39.2 1 2 3 4 5 6 9 8 7 10 11 12 13 14 15 16 17 5x10 4x6 3x10 3x6 2x4 3x4 3x10 7-7-9 7-7-9 14-0-7 6-4-14 21-8-0 7-7-9 -1-0-0 1-0-0 7-7-9 7-7-9 14-0-7 6-4-14 21-8-0 7-7-9 22-8-0 1-0-0 0-5-83-5-133-7-100-5-83-5-135.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-2], [3:0-5-0,0-1-11], [5:0-0-0,0-0-2] 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 0.60 0.63 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.30 0.06 (loc) 2-9 2-9 5 l/defl >999 >855 n/a L/d 240 180 n/a PLATES MT20 Weight: 69 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 3-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-13 oc purlins, except 2-0-0 oc purlins (4-8-6 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=920/0-3-8, 5=926/0-5-8 Max Horz 2=31(LC 7) Max Uplift 2=-56(LC 7), 5=-58(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1551/109, 3-4=-1324/140, 4-5=-1543/109 BOT CHORD 2-9=-35/1341, 7-9=-38/1334, 5-7=-33/1332 WEBS 3-9=0/304, 4-7=0/304 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 2-0-0, Interior(1) 2-0-0 to 7-7-9, Exterior(2) 7-7-9 to 18-3-5, Interior(1) 18-3-5 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. March 8,2018 Job 18030016-A Truss GG Truss Type HIP GIRDER Qty 1 Ply 1 7 THE GROVE-Roof Trusses Job Reference (optional) I32635893 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 12:14:14 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:31oE0EzwMUp_fxikTpW?IvzdLx0-u0iBVqoW6MRYyMKI21k?X6VnT1VZzBrL_vi2YXzdJa7 Scale = 1:38.6 1 2 3 4 5 6 7 10 9 8 11 12 13 14 15 16 17 18 19 20 5x6 5x6 2x4 5x10 5x6 2x4 2x4 5x6 4-5-3 4-5-3 10-10-0 6-4-13 17-2-13 6-4-13 21-8-0 4-5-3 -1-0-0 1-0-0 4-5-3 4-5-3 10-10-0 6-4-13 17-2-13 6-4-13 21-8-0 4-5-3 22-8-0 1-0-0 0-5-82-3-100-5-82-3-105.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-2-4], [5:0-3-0,0-2-4], [9:0-5-0,0-3-0] 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 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.80 0.78 0.59 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.46 0.09 (loc) 9-10 9-10 6 l/defl >999 >551 n/a L/d 240 180 n/a PLATES MT20 Weight: 74 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 3-8-12 oc purlins, except 2-0-0 oc purlins (2-7-9 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=1168/0-3-8, 6=1176/0-5-8 Max Horz 2=-26(LC 6) Max Uplift 2=-205(LC 3), 6=-209(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2299/415, 3-4=-3233/650, 4-5=-3233/650, 5-6=-2274/411 BOT CHORD 2-10=-344/2035, 9-10=-343/2016, 8-9=-336/1986, 6-8=-338/2005 WEBS 3-10=-15/284, 3-9=-276/1341, 4-9=-424/142, 5-9=-281/1369, 5-8=-15/283 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; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=205, 6=209. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 30 lb down and 30 lb up at 2-5-15, 55 lb down and 29 lb up at 4-5-15, 55 lb down and 29 lb up at 6-5-15, 55 lb down and 29 lb up at 8-5-15, 55 lb down and 29 lb up at 10-5-15, 55 lb down and 29 lb up at 11-2-1, 55 lb down and 29 lb up at 13-2-1, 55 lb down and 29 lb up at 15-2-1, and 55 lb down and 29 lb up at 17-2-1, and 30 lb down and 30 lb up at 19-2-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 5-7=-60, 2-6=-20 Concentrated Loads (lb) Vert: 10=-55 8=-55 13=-30 14=-55 15=-55 16=-55 17=-55 18=-55 19=-55 20=-30 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. March 8,2018 Job 18030016-A Truss J1 Truss Type Jack-Open Qty 5 Ply 1 7 THE GROVE-Roof Trusses Job Reference (optional) I32635894 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 12:14:14 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:31oE0EzwMUp_fxikTpW?IvzdLx0-u0iBVqoW6MRYyMKI21k?X6Vyr1h9zK1L_vi2YXzdJa7 Scale = 1:8.5 1 2 3 4 2x4 1-11-4 1-11-4 -1-0-0 1-0-0 1-11-4 1-11-4 0-4-151-1-100-9-61-1-114.50 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 0.08 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 2 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=40/Mechanical, 2=154/0-3-8, 4=19/Mechanical Max Horz 2=37(LC 7) Max Uplift 3=-14(LC 7), 2=-43(LC 7) Max Grav 3=40(LC 1), 2=154(LC 1), 4=38(LC 2) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 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. March 8,2018 Job 18030016-A Truss J2 Truss Type MONO TRUSS Qty 8 Ply 1 7 THE GROVE-Roof Trusses Job Reference (optional) I32635895 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 12:14:15 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:31oE0EzwMUp_fxikTpW?IvzdLx0-MDGZjAp8sfZPZWvVclFE3K27fR1BinHUCZRb4zzdJa6 Scale = 1:14.5 1 2 3 4 5 3x6 3x4 2x4 2x4 2-4-4 2-4-4 -1-0-0 1-0-0 2-4-4 2-4-4 0-8-132-3-102-0-20-3-82-3-108.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-0-1] 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-P 0.07 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 2-5 2-5 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 1-7-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=162/0-3-8, 5=75/0-1-8 Max Horz 2=60(LC 6) Max Uplift 2=-34(LC 7), 5=-17(LC 6) 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) 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 100 lb uplift at joint(s) 2, 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. March 8,2018 Job 18030016-A Truss J3 Truss Type JACK-CLOSED GIRDER Qty 2 Ply 1 7 THE GROVE-Roof Trusses Job Reference (optional) I32635896 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 12:14:15 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:31oE0EzwMUp_fxikTpW?IvzdLx0-MDGZjAp8sfZPZWvVclFE3K271R1cin0UCZRb4zzdJa6 Scale = 1:10.2 1 2 3 4 6 57 3x6 2x4 4x5 3x4 NAILED NAILED 1-1-4 1-1-4 2-4-4 1-3-0 -1-0-0 1-0-0 1-1-4 1-1-4 2-4-4 1-3-0 0-8-131-5-101-2-20-3-81-5-108.00 12 Plate Offsets (X,Y)-- [2:0-1-3,0-1-12], [3:0-2-8,0-1-13], [6:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.11 0.03 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-4 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 6=155/0-3-8, 5=50/0-1-8 Max Horz 6=45(LC 4) Max Uplift 6=-44(LC 5), 5=-17(LC 4) 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; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 5. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-6=-20 Concentrated Loads (lb) Vert: 3=28(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. March 8,2018 Job 18030016-A Truss J4 Truss Type MONO TRUSS Qty 9 Ply 1 7 THE GROVE-Roof Trusses Job Reference (optional) I32635897 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 12:14:16 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:31oE0EzwMUp_fxikTpW?IvzdLx0-qPqxwWpmdzhGBgThASmTcXaIPrNfREXdRDB9dQzdJa5 Scale = 1:13.3 1 2 3 4 5 3x6 3x4 2x4 2x4 2-0-0 2-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 0-8-132-0-131-9-50-3-82-0-138.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-0-1] 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-P 0.07 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 2 2-5 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 1-7-1 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=150/0-3-8, 5=58/0-1-8 Max Horz 2=53(LC 6) Max Uplift 2=-36(LC 7), 5=-16(LC 6) 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) 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 100 lb uplift at joint(s) 2, 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. March 8,2018 Job 18030016-A Truss J5 Truss Type MONO TRUSS Qty 1 Ply 1 7 THE GROVE-Roof Trusses Job Reference (optional) I32635898 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 12:14:16 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:31oE0EzwMUp_fxikTpW?IvzdLx0-qPqxwWpmdzhGBgThASmTcXaIPrNfREXdRDB9dQzdJa5 Scale = 1:13.3 1 2 3 4 5 3x6 3x4 2x4 2x4 2-0-0 2-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 0-8-132-0-131-9-50-3-82-0-138.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-0-1] 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-P 0.07 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 2 2-5 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 1-7-1 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=150/0-3-8, 5=58/0-1-8 Max Horz 2=53(LC 6) Max Uplift 2=-36(LC 7), 5=-16(LC 6) 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) 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 100 lb uplift at joint(s) 2, 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. March 8,2018 Job 18030016-A Truss LG1 Truss Type GABLE Qty 1 Ply 1 7 THE GROVE-Roof Trusses Job Reference (optional) I32635899 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 12:14:17 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:31oE0EzwMUp_fxikTpW?IvzdLx0-IbOJ8sqOOHp7pq2tjAHi8l7NgFjUAgOngtwi9szdJa4 Scale = 1:44.21 2 3 4 5 9876 10 7-9-13 7-9-13 7-9-13 7-9-13 8-4-312.82 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 0.49 0.06 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: 41 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. REACTIONS.All bearings 7-9-13. (lb) - Max Horz 9=-236(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 9, 5, 8, 7, 6 Max Grav All reactions 250 lb or less at joint(s) 9, 5, 8, 7, 6 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-300/135, 3-4=-401/144, 4-5=-479/151 BOT CHORD 8-9=-100/338, 7-8=-100/338, 6-7=-100/338, 5-6=-100/338 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 4-3-8, Interior(1) 4-3-8 to 7-5-12 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) 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, 5, 8, 7, 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. March 8,2018 Job 18030016-A Truss LG2 Truss Type GABLE Qty 1 Ply 1 7 THE GROVE-Roof Trusses Job Reference (optional) I32635900 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 12:14:18 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:31oE0EzwMUp_fxikTpW?IvzdLx0-moyhLCr09axzQzd3Htoxhyge6f3rv6IwvXgFhIzdJa3 Scale = 1:77.9 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 20 213x4 4x5 3x4 4x5 6-8-15 6-8-15 14-0-9 7-3-10 3-7-13 3-7-13 14-0-9 10-4-12 12-5-158-1-58-1-514.42 12 14.42 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 0.06 0.06 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 83 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 2-15,6-10,7-9: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 4-13 REACTIONS.All bearings 14-0-9. (lb) - Max Horz 1=-266(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 8, 14, 15, 13, 11, 10 except 12=-212(LC 8), 9=-120(LC 8) Max Grav All reactions 250 lb or less at joint(s) 1, 8, 12, 15, 13, 11, 10, 9 except 14=272(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 7-8=-253/65 BOT CHORD 1-15=-66/305, 14-15=-70/307, 13-14=-69/309, 12-13=-62/305 WEBS 3-14=-264/39 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) 0-4-0 to 3-4-0, Interior(1) 3-4-0 to 3-7-13, Exterior(2) 3-7-13 to 6-7-13 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) Bearing at joint(s) 1, 8, 12, 14, 15, 13, 11, 10, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 14, 15, 13, 11, 10 except (jt=lb) 12=212, 9=120. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1, 14, 15, 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. March 8,2018 Job 18030016-A Truss LG3 Truss Type GABLE Qty 1 Ply 1 7 THE GROVE-Roof Trusses Job Reference (optional) I32635901 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 12:14:18 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:31oE0EzwMUp_fxikTpW?IvzdLx0-moyhLCr09axzQzd3HtoxhygeJf30v6IwvXgFhIzdJa3 Scale = 1:78.1 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 3x4 3x4 4x5 4x5 12-3-10 12-3-10 16-6-9 4-2-15 10-4-12 10-4-12 16-6-9 6-1-13 12-5-154-9-1214.42 12 14.42 12 Plate Offsets (X,Y)-- [11:0-4-7,0-2-4] 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-S 0.05 0.04 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 107 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 3-15,2-16,8-10: 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. WEBS 1 Row at midpt 6-12, 5-13, 7-11 REACTIONS.All bearings 16-6-9. (lb) - Max Horz 1=278(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 13, 14, 15 except 9=-117(LC 6), 11=-250(LC 8), 16=-120(LC 7), 10=-125(LC 8) Max Grav All reactions 250 lb or less at joint(s) 1, 11, 12, 13, 14, 15, 16, 10 except 9=269(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-321/137 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) 0-3-12 to 3-3-12, Interior(1) 3-3-12 to 10-4-12, Exterior(2) 10-4-12 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 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) Bearing at joint(s) 1, 9, 11, 12, 13, 14, 15, 16, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 13, 14, 15 except (jt=lb) 9=117, 11=250, 16=120, 10=125. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 9, 11, 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. March 8,2018 Job 18030016-A Truss LG4 Truss Type GABLE Qty 1 Ply 1 7 THE GROVE-Roof Trusses Job Reference (optional) I32635902 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 12:14:19 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:31oE0EzwMUp_fxikTpW?IvzdLx0-E_W4ZYsfwu3q27CGraJAEACp62Pbeal47BPpDlzdJa2 Scale = 1:28.2 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 3x4 4x5 3x4 0-0-5 0-0-5 12-2-12 12-2-6 6-1-6 6-1-6 12-2-12 6-1-6 0-0-44-7-20-0-49.00 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 0.04 0.02 0.03 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: 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 12-2-1. (lb) - Max Horz 1=-99(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, 11, 12, 9, 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) 0-5-4 to 3-5-4, Interior(1) 3-5-4 to 6-1-6, Exterior(2) 6-1-6 to 9-1-6 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. March 8,2018 Job 18030016-A Truss M Truss Type Monopitch Qty 6 Ply 1 7 THE GROVE-Roof Trusses Job Reference (optional) I32635903 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 12:14:20 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:31oE0EzwMUp_fxikTpW?IvzdLx0-iA3SmutHhCBhgHnSPIqPmNlz3SjyN1WDMr9MmBzdJa1 Scale = 1:10.4 1 2 3 4 5 2x4 2x4 2x4 2-11-8 2-11-8 -1-0-0 1-0-0 2-11-8 2-11-8 0-4-151-6-41-2-120-3-81-6-44.50 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 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 2-4 2-4 4 l/defl >999 >999 n/a L/d 240 180 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 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=190/0-3-8, 4=92/0-1-8 Max Horz 2=44(LC 6) Max Uplift 2=-49(LC 7), 4=-9(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=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-9-12 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 100 lb uplift at joint(s) 2, 4. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. March 8,2018 Job 18030016-A Truss MB Truss Type GABLE Qty 2 Ply 1 7 THE GROVE-Roof Trusses Job Reference (optional) I32635904 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 12:14:20 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:31oE0EzwMUp_fxikTpW?IvzdLx0-iA3SmutHhCBhgHnSPIqPmNlzvSjqN1WDMr9MmBzdJa1 Scale = 1:10.4 1 2 3 4 5 2x4 2x4 2x4 -1-0-0 1-0-0 2-11-8 2-11-8 0-4-151-6-44.50 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 0.10 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 1 1 4 l/defl n/r n/r n/a L/d 120 90 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 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=102/2-11-8, 2=183/2-11-8 Max Horz 2=44(LC 6) Max Uplift 4=-10(LC 8), 2=-43(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 Corner(3) -1-0-0 to 2-0-0, Exterior(2) 2-0-0 to 2-9-12 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 100 lb uplift at joint(s) 4, 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. March 8,2018 Job 18030016-A Truss P Truss Type Half Hip Qty 1 Ply 1 7 THE GROVE-Roof Trusses Job Reference (optional) I32635905 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 12:14:21 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:31oE0EzwMUp_fxikTpW?IvzdLx0-BNdqzEtvSVJYHRMey?MeJbI0bs?S6NyMbVuwIdzdJa0 Scale = 1:21.4 1 2 3 4 6 5 7 8 9 10 11 4x5 2x4 3x4 2x4 4x5 3-11-4 3-11-4 9-11-8 6-0-4 -1-0-0 1-0-0 3-11-4 3-11-4 9-11-8 6-0-4 0-4-151-9-11-10-101-5-90-3-81-9-14.50 12 Plate Offsets (X,Y)-- [3:0-2-0,0-0-12] 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 0.62 0.38 0.50 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.14 0.01 (loc) 5-6 5-6 5 l/defl >999 >834 n/a L/d 240 180 n/a PLATES MT20 Weight: 34 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, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=459/0-3-8, 5=383/0-1-8 Max Horz 2=54(LC 6) Max Uplift 2=-63(LC 7), 5=-31(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-721/52 BOT CHORD 2-6=-83/631, 5-6=-90/619 WEBS 3-5=-638/79 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 2-0-0, Interior(1) 2-0-0 to 3-11-4, Exterior(2) 3-11-4 to 8-2-3 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) 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. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. March 8,2018 Job 18030016-A Truss P1 Truss Type Half Hip Qty 1 Ply 1 7 THE GROVE-Roof Trusses Job Reference (optional) I32635906 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 12:14:21 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:31oE0EzwMUp_fxikTpW?IvzdLx0-BNdqzEtvSVJYHRMey?MeJbI1cs?F6RRMbVuwIdzdJa0 Scale = 1:21.4 1 2 3 4 6 5 7 8 9 10 5x6 2x4 2x4 2x4 3x4 5-11-4 5-11-4 9-11-8 4-0-4 -1-0-0 1-0-0 5-11-4 5-11-4 9-11-8 4-0-4 0-4-152-6-12-7-102-2-90-3-82-6-14.50 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 0.55 0.33 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.10 0.01 (loc) 2-6 2-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 34 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, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=459/0-3-8, 5=383/0-1-8 Max Horz 2=79(LC 6) Max Uplift 2=-60(LC 7), 5=-31(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-500/31 BOT CHORD 2-6=-90/416, 5-6=-95/408 WEBS 3-5=-473/87 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 2-0-0, Interior(1) 2-0-0 to 5-11-4, Exterior(2) 5-11-4 to 9-9-12 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 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) 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. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. March 8,2018 Job 18030016-A Truss P2 Truss Type Half Hip Qty 1 Ply 1 7 THE GROVE-Roof Trusses Job Reference (optional) I32635907 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 12:14:22 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:31oE0EzwMUp_fxikTpW?IvzdLx0-fZBCBauXDpRPvbxrWjttroqHoGItrvjWp8eTq3zdJa? Scale = 1:22.1 1 2 3 45 76 8 9 5x6 2x4 2x4 3x4 2x4 3x4 7-11-4 7-11-4 9-11-8 2-0-4 -1-0-0 1-0-0 4-0-15 4-0-15 7-11-4 3-10-5 9-11-8 2-0-4 0-4-153-3-13-4-102-11-90-3-83-3-14.50 12 Plate Offsets (X,Y)-- [2:0-1-13,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.21 0.56 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.28 0.01 (loc) 2-7 2-7 6 l/defl >999 >410 n/a L/d 240 180 n/a PLATES MT20 Weight: 39 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, and 2-0-0 oc purlins: 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=459/0-3-8, 6=383/0-1-8 Max Horz 2=104(LC 6) Max Uplift 2=-59(LC 7), 6=-32(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-634/86, 3-4=-301/21 BOT CHORD 2-7=-204/550 WEBS 4-7=0/373, 4-6=-423/49, 3-7=-337/165 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 2-0-0, Interior(1) 2-0-0 to 7-11-4, Exterior(2) 7-11-4 to 9-9-12 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 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 6 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 at joint(s) 6. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. March 8,2018 Job 18030016-A Truss P3 Truss Type Monopitch Qty 1 Ply 1 7 THE GROVE-Roof Trusses Job Reference (optional) I32635908 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 12:14:22 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:31oE0EzwMUp_fxikTpW?IvzdLx0-fZBCBauXDpRPvbxrWjttroqFcGMfrsEWp8eTq3zdJa? Scale = 1:24.6 1 2 3 4 6 5 7 8 9 10 2x4 3x4 3x4 2x4 3x4 4-11-12 4-11-12 9-11-8 4-11-12 -1-0-0 1-0-0 4-11-12 4-11-12 9-11-8 4-11-12 0-4-154-1-123-10-40-3-84-1-124.50 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 0.35 0.32 0.37 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.06 0.01 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 36 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) 2=459/0-3-8, 5=383/0-1-8 Max Horz 2=133(LC 6) Max Uplift 2=-57(LC 7), 5=-36(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-668/32 BOT CHORD 2-6=-102/577, 5-6=-102/577 WEBS 3-5=-619/73 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 2-0-0, Interior(1) 2-0-0 to 9-9-12 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 100 lb uplift at joint(s) 2, 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. March 8,2018 Job 18030016-A Truss P4 Truss Type Monopitch Qty 8 Ply 1 7 THE GROVE-Roof Trusses Job Reference (optional) I32635909 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 12:14:23 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:31oE0EzwMUp_fxikTpW?IvzdLx0-7llaOvv9_6ZGXlW14QO6O0NQggjAaOGf2oN0NWzdJa_ Scale = 1:14.1 1 2 3 4 5 2x4 2x4 2x4 4-11-8 4-11-8 -1-0-0 1-0-0 4-11-8 4-11-8 0-4-152-3-41-11-120-3-82-3-44.50 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 0.33 0.24 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.07 0.00 (loc) 2-4 2-4 4 l/defl >999 >787 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 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 4-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=264/0-3-8, 4=178/0-1-8 Max Horz 2=69(LC 6) Max Uplift 2=-51(LC 7), 4=-20(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=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-9-12 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 100 lb uplift at joint(s) 2, 4. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. March 8,2018 Job 18030016-A Truss PB Truss Type GABLE Qty 1 Ply 1 7 THE GROVE-Roof Trusses Job Reference (optional) I32635910 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 12:14:24 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:31oE0EzwMUp_fxikTpW?IvzdLx0-byJzcFwnlQh78v5De8vLxDweF35MJqUpHS7auyzdJZz Scale = 1:14.1 1 2 3 4 65 7 2x4 2x4 2x4 2x4 2x4 -1-0-0 1-0-0 4-11-8 4-11-8 0-4-152-3-44.50 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 0.14 0.11 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 1 1 5 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 16 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 4-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=-28/4-11-8, 2=189/4-11-8, 6=284/4-11-8 Max Horz 2=69(LC 6) Max Uplift 5=-28(LC 1), 2=-37(LC 7), 6=-39(LC 8) Max Grav 5=9(LC 8), 2=189(LC 1), 6=284(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) gable end zone and C-C Corner(3) -1-0-0 to 2-0-0, Exterior(2) 2-0-0 to 4-9-12 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 100 lb uplift at joint(s) 5, 2, 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. March 8,2018 Job 18030016-A Truss PG Truss Type HALF HIP GIRDER Qty 1 Ply 1 7 THE GROVE-Roof Trusses Job Reference (optional) I32635911 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 12:14:24 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:31oE0EzwMUp_fxikTpW?IvzdLx0-byJzcFwnlQh78v5De8vLxDwcR30uJlqpHS7auyzdJZz Scale = 1:21.0 1 2 3 4 5 8 7 6 9 10 11 12 2x4 3x4 2x4 4x5 4x5 4x5 4x5 1-11-4 1-11-4 5-9-10 3-10-6 9-11-8 4-1-14 -1-0-0 1-0-0 1-11-4 1-11-4 5-9-10 3-10-6 9-11-8 4-1-14 0-4-151-1-100-10-20-3-81-1-114.50 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 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.26 0.40 0.43 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.10 0.02 (loc) 7 7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 34 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, and 2-0-0 oc purlins (5-3-13 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=461/0-4-8, 6=403/0-1-8 Max Horz 2=33(LC 4) Max Uplift 2=-68(LC 3), 6=-33(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-747/32, 3-4=-1099/99 BOT CHORD 2-8=-44/643, 7-8=-50/629, 6-7=-104/1099 WEBS 3-7=-91/482, 4-6=-1123/101 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; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 41 lb down and 8 lb up at 1-11-4, 6 lb up at 4-0-0, 6 lb up at 6-0-0, and 8 lb up at 8-0-0, and 13 lb down and 13 lb up at 9-9-12 on top chord, and at 1-11-4, at 4-0-0, at 6-0-0, and at 8-0-0, and 20 lb down at 9-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 2-6=-20 Concentrated Loads (lb) Vert: 5=-13(B) 6=-10(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. March 8,2018 Job 18030016-A Truss V1 Truss Type Valley Qty 1 Ply 1 7 THE GROVE-Roof Trusses Job Reference (optional) I32635912 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 12:14:25 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:31oE0EzwMUp_fxikTpW?IvzdLx0-38tLpbwPWkp_m2fQBrQaTRSm1TPx2IsyW6s7QOzdJZy Scale = 1:21.2 1 2 3 4 5 6 7 8 9 10 2x4 4x5 2x4 2x4 0-0-6 0-0-6 9-10-3 9-9-13 4-11-2 4-11-2 9-10-3 4-11-2 0-0-43-3-60-0-48.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 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=194/9-9-7, 3=194/9-9-7, 4=324/9-9-7 Max Horz 1=-69(LC 5) Max Uplift 1=-32(LC 7), 3=-36(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 3-5-12, Interior(1) 3-5-12 to 4-11-2, Exterior(2) 4-11-2 to 7-11-2 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. March 8,2018 Job 18030016-A Truss V2 Truss Type Valley Qty 1 Ply 1 7 THE GROVE-Roof Trusses Job Reference (optional) I32635913 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 12:14:26 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:31oE0EzwMUp_fxikTpW?IvzdLx0-XKRj1xx2H1xrOCEclYxp0e?_7tm5nks6kmchyrzdJZx Scale = 1:28.5 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 12-11-10 12-11-4 6-11-2 6-11-2 12-11-10 6-0-8 0-0-44-7-60-2-148.00 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 0.07 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 13-3-2. (lb) - Max Horz 1=-100(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=260(LC 1), 8=310(LC 11), 6=296(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 3-5-12, Interior(1) 3-5-12 to 6-11-2, Exterior(2) 6-11-2 to 9-11-2 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, 5, 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. March 8,2018 Job 18030016-A Truss V3 Truss Type Valley Qty 1 Ply 1 7 THE GROVE-Roof Trusses Job Reference (optional) I32635914 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 12:14:26 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:31oE0EzwMUp_fxikTpW?IvzdLx0-XKRj1xx2H1xrOCEclYxp0e??PtmXnlb6kmchyrzdJZx Scale = 1:14.7 1 2 3 4 2x4 4x5 2x4 2x4 0-0-6 0-0-6 5-10-3 5-9-13 2-11-2 2-11-2 5-10-3 2-11-2 0-0-41-11-60-0-48.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 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: 15 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 5-10-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=106/5-9-7, 3=106/5-9-7, 4=178/5-9-7 Max Horz 1=38(LC 6) Max Uplift 1=-22(LC 7), 3=-22(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. March 8,2018 Job 18030016-A Truss X Truss Type MONOPITCH Qty 6 Ply 1 7 THE GROVE-Roof Trusses Job Reference (optional) I32635915 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 12:14:27 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:31oE0EzwMUp_fxikTpW?IvzdLx0-?X_5EHyg2L3i?MpoJGS2YsXAvH7EWCFFzQLEVHzdJZw Scale = 1:8.4 1 2 63 54 2x4 2x4 2x4 2x4 1-0-0 1-0-0 -1-0-0 1-0-0 0-10-8 0-10-8 1-0-0 0-1-8 1-3-130-0-130-10-100-3-81-3-138.00 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-MR 0.12 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 5 5 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x6 SPF No.2 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) 4=124/0-1-8, 3=-0/Mechanical Max Horz 4=-100(LC 1), 3=100(LC 1) Max Uplift 4=-51(LC 7) Max Grav 4=124(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) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 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. March 8,2018 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.