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HomeMy WebLinkAboutM003.0Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Carter Components-Pittsboro, IN. Liu, Xuegang Pages or sheets covered by this seal: I34070008 thru I34070055 My license renewal date for the state of Indiana is July 31, 2020. 18070277-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: 185A The Grove at legacy-Roof Trusses 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. July 23,2018 Job 18070277-A Truss J Truss Type JACK Qty 3 Ply 1 185A The Grove at legacy-Roof Trusses Job Reference (optional) I34070008 8.220 s May 29 2018 MiTek Industries, Inc. Mon Jul 23 07:14:18 2018 Page 1 Carter Lumber, Franklin, Indiana 46131 ID:0vE0jglQNJL0IV0OhOer0Qzd3RA-5rlswXxr?b155o_fLZmIHqmlFeSJBIHyvtn6PlyvFjZ Scale = 1:7.4 1 2 3 43x6 -0-7-4 0-7-4 1-8-8 1-8-8 0-4-70-11-44.00 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 0.03 0.03 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: 5 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 1-8-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=112/0-3-8 (min. 0-1-8), 4=17/Mechanical, 3=43/Mechanical Max Horz 2=25(LC 5) Max Uplift 2=-26(LC 5), 3=-18(LC 8) Max Grav 2=112(LC 1), 4=33(LC 2), 3=43(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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 26 lb uplift at joint 2 and 18 lb uplift at joint 3. LOAD CASE(S) Standard 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. July 23,2018 Job 18070277-A Truss JB Truss Type JACK Qty 2 Ply 1 185A The Grove at legacy-Roof Trusses Job Reference (optional) I34070009 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 14:05:25 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:0vE0jglQNJL0IV0OhOer0Qzd3RA-Qbkj2pJJVcbxa?tP8gC2O42tcKt4tNQ4npr2iGyvpu8 Scale = 1:7.5 1 2 3 4 2x4 -0-7-4 0-7-4 1-8-8 1-8-8 0-4-70-11-44.00 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 0.04 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.00 (loc) 1 1 3 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-8-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=45/1-8-8, 2=111/1-8-8, 4=17/1-8-8 Max Horz 2=25(LC 5) Max Uplift 3=-18(LC 8), 2=-25(LC 5) Max Grav 3=45(LC 1), 2=111(LC 1), 4=34(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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 18 lb uplift at joint 3 and 25 lb uplift at joint 2. THIS END OF MEMBER MUST ATTACH TO ADJACENT STRUCTURAL FRAMING TO BE SUPPORTED. 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. July 23,2018 Job 18070277-A Truss K Truss Type COMMON Qty 5 Ply 1 185A The Grove at legacy-Roof Trusses Job Reference (optional) I34070010 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 14:05:26 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:Z_YXKkqwweMeptXiQ58a77yyRg5-unI5F9KxFwjoC9SbiOjHwHbsRk7JcpsD0TbcEjyvpu7 Scale = 1:33.9 1 2 3 4 5 6 8 7 13 14 15 16 17 5x8 3x4 2x4 4x5 4x5 5x8 7-3-9 7-3-9 13-9-8 6-5-15 -1-0-0 1-0-0 7-3-9 7-3-9 13-9-8 6-5-15 14-9-8 1-0-0 0-8-135-7-31-3-38.00 12 Plate Offsets (X,Y)-- [5:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.74 0.42 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.08 -0.18 0.04 (loc) 8-11 8-11 2 l/defl >999 >911 n/a L/d 240 180 n/a PLATES MT20 Weight: 54 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 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=605/0-3-8, 7=615/0-3-8 Max Horz 2=128(LC 6) Max Uplift 2=-54(LC 7), 7=-55(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-535/64, 4-5=-587/66, 5-7=-569/103 BOT CHORD 2-8=0/397 WEBS 4-8=0/276, 5-8=-57/270 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 2-2-6, Interior(1) 2-2-6 to 7-3-9, Exterior(2) 7-3-9 to 10-5-15, Interior(1) 10-5-15 to 14-9-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 54 lb uplift at joint 2 and 55 lb uplift at joint 7. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 23,2018 Job 18070277-A Truss K1 Truss Type COMMON Qty 1 Ply 1 185A The Grove at legacy-Roof Trusses Job Reference (optional) I34070011 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 14:05:27 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:Z_YXKkqwweMeptXiQ58a77yyRg5-MzsTTVKZ0DrfqJ1nG5EWTV84H8SZLG3NF7K9m9yvpu6 Scale = 1:33.9 1 2 3 4 5 7 6 12 13 14 15 5x8 3x4 2x4 4x5 5x6 4x5 7-3-8 7-3-8 13-9-8 6-6-0 -1-0-0 1-0-0 7-3-8 7-3-8 13-9-8 6-6-0 0-8-135-7-21-3-28.00 12 Plate Offsets (X,Y)-- [5:Edge,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 0.54 0.41 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.08 -0.18 0.04 (loc) 7-10 7-10 2 l/defl >999 >918 n/a L/d 240 180 n/a PLATES MT20 Weight: 52 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 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=608/0-3-8, 6=544/0-3-8 Max Horz 2=137(LC 6) Max Uplift 2=-53(LC 7), 6=-19(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-541/63, 4-5=-586/65, 5-6=-497/68 BOT CHORD 2-7=0/403 WEBS 4-7=0/274, 5-7=-38/277 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 2-2-6, Interior(1) 2-2-6 to 7-3-8, Exterior(2) 7-3-8 to 10-5-14, Interior(1) 10-5-14 to 13-7-12 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 53 lb uplift at joint 2 and 19 lb uplift at joint 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. July 23,2018 Job 18070277-A Truss K2 Truss Type COMMON Qty 3 Ply 1 185A The Grove at legacy-Roof Trusses Job Reference (optional) I34070012 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 14:05:28 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:Z_YXKkqwweMeptXiQ58a77yyRg5-qAQsgqLCnXzWRTc_qpll?igIYYm64iAWTn4jIbyvpu5 Scale = 1:33.9 1 2 3 4 5 6 7 16 17 18 19 20 21 5x8 4x5 5x8 4x5 2x4 4x5 7-3-8 7-3-8 14-7-0 7-3-8 -1-0-0 1-0-0 7-3-8 7-3-8 14-7-0 7-3-8 0-8-135-7-20-8-138.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-0], [2:Edge,0-0-0], [6:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.38 0.52 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.18 0.04 (loc) 7-10 7-10 2 l/defl >999 >991 n/a L/d 240 180 n/a PLATES MT20 Weight: 49 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) 6=581/Mechanical, 2=645/0-3-8 Max Horz 2=123(LC 6) Max Uplift 6=-21(LC 8), 2=-54(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-616/69, 4-6=-581/72 BOT CHORD 2-7=0/463, 6-7=0/463 WEBS 4-7=0/325 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 2-2-6, Interior(1) 2-2-6 to 7-3-8, Exterior(2) 7-3-8 to 10-5-14, Interior(1) 10-5-14 to 14-7-0 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 21 lb uplift at joint 6 and 54 lb uplift at joint 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. July 23,2018 Job 18070277-A Truss KB Truss Type GABLE Qty 1 Ply 1 185A The Grove at legacy-Roof Trusses Job Reference (optional) I34070013 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 14:05:28 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:Z_YXKkqwweMeptXiQ58a77yyRg5-qAQsgqLCnXzWRTc_qpll?igMwYuj4j4WTn4jIbyvpu5 Scale = 1:32.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 24 23 22 21 20 19 18 17 16 15 25 4x5 3x6 3x4 13-9-8 13-9-8 -1-0-0 1-0-0 7-3-8 7-3-8 13-9-8 6-6-0 14-9-8 1-0-0 0-8-135-7-21-3-28.00 12 Plate Offsets (X,Y)-- [2:0-4-2,0-0-1] 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 0.10 0.04 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 14 14 15 l/defl n/r n/r n/a L/d 120 90 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 OTHERS 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 1-7-1 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 13-9-8. (lb) - Max Horz 2=130(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 15, 2, 21, 22, 23, 24, 19, 18, 17, 16 Max Grav All reactions 250 lb or less at joint(s) 15, 2, 20, 21, 22, 23, 24, 19, 18, 17, 16 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 1-11-8, Exterior(2) 1-11-8 to 7-3-8, Corner(3) 7-3-8 to 10-5-14, Exterior(2) 10-5-14 to 14-9-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 15, 2, 21, 22, 23, 24, 19, 18, 17, 16. 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. July 23,2018 Job 18070277-A Truss L Truss Type COMMON Qty 2 Ply 1 185A The Grove at legacy-Roof Trusses Job Reference (optional) I34070014 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 14:05:29 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:Z_YXKkqwweMeptXiQ58a77yyRg5-IM_EuAMqYr5N3cBANWG_YwDVqy7Ap9VgiRpGr1yvpu4 Scale = 1:38.2 1 2 3 4 5 6 7 8 9 18 19 20 21 22 23 5x8 4x5 5x8 2x4 4x5 2x4 5x8 4x5 8-5-4 8-5-4 16-10-8 8-5-4 4-6-9 4-6-9 8-5-4 3-10-11 12-3-15 3-10-11 16-10-8 4-6-9 17-10-8 1-0-0 0-8-136-4-50-8-138.00 12 Plate Offsets (X,Y)-- [5:0-0-0,0-0-0], [7:Edge,0-0-0], [7:0-0-0,0-0-0], [9:0-4-0,0-3-4] 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 0.22 0.47 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.18 0.02 (loc) 9-16 9-12 7 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) 1=673/0-3-8, 7=737/0-3-8 Max Horz 1=-141(LC 5) Max Uplift 1=-21(LC 7), 7=-53(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-791/73, 3-4=-666/76, 4-5=-666/72, 5-7=-798/67 BOT CHORD 1-9=-19/658, 7-9=0/653 WEBS 4-9=-12/463 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 3-2-6, Interior(1) 3-2-6 to 8-5-4, Exterior(2) 8-5-4 to 11-7-10, Interior(1) 11-7-10 to 17-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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, 7. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 23,2018 Job 18070277-A Truss L1 Truss Type COMMON Qty 5 Ply 1 185A The Grove at legacy-Roof Trusses Job Reference (optional) I34070015 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 14:05:30 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:Z_YXKkqwweMeptXiQ58a77yyRg5-mYYc5WNSJ8DEhmlMxDnD47mgYLTOYcipx5ZpNUyvpu3 Scale = 1:38.2 1 2 3 4 5 6 7 8 17 18 19 20 21 22 5x8 4x5 5x8 4x5 5x8 2x4 4x5 2x4 8-5-4 8-5-4 16-10-8 8-5-4 4-6-9 4-6-9 8-5-4 3-10-11 12-3-15 3-10-11 16-10-8 4-6-9 0-8-136-4-50-8-138.00 12 Plate Offsets (X,Y)-- [5:0-0-0,0-0-0], [7:0-0-0,0-0-0], [7:Edge,0-0-0], [8:0-4-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.22 0.47 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.18 0.01 (loc) 8-15 8-15 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 65 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=675/0-3-8, 7=675/Mechanical Max Horz 1=-131(LC 5) Max Uplift 1=-21(LC 7), 7=-21(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-794/74, 3-4=-670/77, 4-5=-670/76, 5-7=-794/74 BOT CHORD 1-8=-30/661, 7-8=-3/661 WEBS 4-8=-12/465 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 3-2-6, Interior(1) 3-2-6 to 8-5-4, Exterior(2) 8-5-4 to 11-7-10, Interior(1) 11-7-10 to 16-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 23,2018 Job 18070277-A Truss L2B Truss Type GABLE Qty 1 Ply 1 185A The Grove at legacy-Roof Trusses Job Reference (optional) I34070016 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 14:05:30 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:Z_YXKkqwweMeptXiQ58a77yyRg5-mYYc5WNSJ8DEhmlMxDnD47mgQLTxYc_px5ZpNUyvpu3 Scale = 1:38.4 1 2 3 4 5 6 7 8 9 26 27 28 29 30 31 10 5x8 3x4 3x10 4x5 5x8 3x4 4x5 2-3-8 2-3-8 8-5-4 6-1-12 16-10-8 8-5-4 -1-0-0 1-0-0 4-6-9 4-6-9 8-5-4 3-10-11 12-3-15 3-10-11 16-10-8 4-6-9 0-8-136-4-50-8-138.00 12 Plate Offsets (X,Y)-- [2:0-4-10,Edge], [8:0-3-8,Edge], [9:0-4-0,0-3-0] 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 0.22 0.50 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.22 0.01 (loc) 9-20 9-20 8 l/defl >999 >795 n/a L/d 240 180 n/a PLATES MT20 Weight: 80 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud SLIDER Left 2x6 SPF No.2 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) 8=660/Mechanical, 2=658/2-7-0, 10=92/0-3-8 Max Horz 2=141(LC 6) Max Uplift 8=-27(LC 8), 2=-76(LC 7) Max Grav 8=660(LC 1), 2=658(LC 1), 10=164(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-785/82, 4-5=-635/83, 5-6=-640/87, 6-8=-769/84 BOT CHORD 2-10=-39/608, 9-10=-39/608, 8-9=-9/639 WEBS 5-9=-28/399 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 2-2-6, Interior(1) 2-2-6 to 8-5-4, Exterior(2) 8-5-4 to 11-7-10, Interior(1) 11-7-10 to 16-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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. July 23,2018 Job 18070277-A Truss LB Truss Type GABLE Qty 1 Ply 1 185A The Grove at legacy-Roof Trusses Job Reference (optional) I34070017 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 14:05:31 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:Z_YXKkqwweMeptXiQ58a77yyRg5-El5_JsN44SL5IwKYVxISdLIrBlpBH3Ey9lINvwyvpu2 Scale = 1:38.4 1 2 3 4 5 6 7 8 11 10 27 28 29 30 31 32 9 5x8 3x4 3x6 3x10 4x5 3x4 3x10 4x5 8-5-4 8-5-4 14-6-8 6-1-4 16-10-8 2-4-0 4-6-9 4-6-9 8-5-4 3-10-11 12-3-15 3-10-11 16-10-8 4-6-9 17-10-8 1-0-0 0-8-136-4-50-8-138.00 12 Plate Offsets (X,Y)-- [7:0-4-9,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 0.22 0.50 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.22 0.02 (loc) 11-21 11-21 7 l/defl >999 >791 n/a L/d 240 180 n/a PLATES MT20 Weight: 80 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 2-0-0, Right 2x6 SPF No.2 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=660/0-3-8, 7=658/2-7-8, 9=92/0-3-8 Max Horz 1=-141(LC 5) Max Uplift 1=-27(LC 7), 7=-77(LC 8) Max Grav 1=660(LC 1), 7=658(LC 1), 9=162(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-768/84, 3-4=-640/87, 4-5=-635/83, 5-7=-785/82 BOT CHORD 1-11=-27/639, 9-11=-7/608, 7-9=-7/608 WEBS 4-11=-27/398 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 3-2-6, Interior(1) 3-2-6 to 8-5-4, Exterior(2) 8-5-4 to 11-7-10, Interior(1) 11-7-10 to 17-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 23,2018 Job 18070277-A Truss LB1 Truss Type GABLE Qty 1 Ply 1 185A The Grove at legacy-Roof Trusses Job Reference (optional) I34070018 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 14:05:32 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:Z_YXKkqwweMeptXiQ58a77yyRg5-ixfMWCOirmTyw4vl3eqhAYr2J9Gm0YS6OP2wRMyvpu1 Scale = 1:34.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 24 23 22 21 20 19 18 17 16 25 26 4x5 3x6 3x4 3x6 3x4 14-6-8 14-6-8 -1-0-0 1-0-0 7-3-4 7-3-4 14-6-8 7-3-4 15-6-8 1-0-0 0-8-135-7-00-8-138.00 12 Plate Offsets (X,Y)-- [2:0-4-2,0-0-1], [14:0-4-2,0-0-1] 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 0.03 0.05 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: 75 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 1-7-1, Right 2x4 SPF Stud 1-7-1 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-6-8. (lb) - Max Horz 2=-123(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 14, 21, 22, 23, 24, 19, 18, 17, 16 Max Grav All reactions 250 lb or less at joint(s) 2, 14, 20, 21, 22, 23, 24, 19, 18, 17, 16 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 1-11-4, Exterior(2) 1-11-4 to 7-3-4, Corner(3) 7-3-4 to 10-5-10, Exterior(2) 10-5-10 to 15-6-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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, 14, 21, 22, 23, 24, 19, 18, 17, 16. 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. July 23,2018 Job 18070277-A Truss M Truss Type COMMON Qty 3 Ply 1 185A The Grove at legacy-Roof Trusses Job Reference (optional) I34070019 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 14:05:33 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:Z_YXKkqwweMeptXiQ58a77yyRg5-B7DkjYPKc3bpYEUxcMLwimNCtZU7lzWFd3nU_pyvpu0 Scale = 1:39.7 1 2 3 4 5 6 7 8 9 10 19 20 21 22 23 24 5x8 3x4 4x5 5x8 2x4 2x4 5x8 3x4 8-5-4 8-5-4 16-10-8 8-5-4 -1-0-0 1-0-0 4-6-12 4-6-12 8-5-4 3-10-9 12-3-13 3-10-8 16-10-8 4-6-11 17-10-8 1-0-0 0-8-136-4-50-8-138.00 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 0.15 0.47 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.17 0.02 (loc) 10-13 10-13 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 68 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF 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=735/0-3-8, 8=735/0-3-8 Max Horz 2=133(LC 6) Max Uplift 2=-53(LC 7), 8=-53(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-794/67, 4-5=-662/72, 5-6=-662/72, 6-8=-794/67 BOT CHORD 2-10=-15/650, 8-10=0/650 WEBS 5-10=-10/462 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 2-2-6, Interior(1) 2-2-6 to 8-5-4, Exterior(2) 8-5-4 to 11-7-10, Interior(1) 11-7-10 to 17-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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. July 23,2018 Job 18070277-A Truss MB Truss Type GABLE Qty 1 Ply 1 185A The Grove at legacy-Roof Trusses Job Reference (optional) I34070020 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 14:05:34 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:Z_YXKkqwweMeptXiQ58a77yyRg5-fKn7xuQyNNjg9O37A3s9FzwOpzxIUQePsjX1WFyvpu? Scale = 1:40.2 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 29 30 4x5 3x6 3x4 5x6 3x6 3x4 16-10-8 16-10-8 -1-0-0 1-0-0 8-5-4 8-5-4 16-10-8 8-5-4 17-10-8 1-0-0 0-8-136-4-50-8-138.00 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 0.02 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 17 17 16 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 92 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 1-7-1, Right 2x4 SPF Stud 1-7-1 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 16-10-8. (lb) - Max Horz 2=141(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 2, 24, 25, 26, 27, 28, 22, 21, 20, 19, 18, 16 Max Grav All reactions 250 lb or less at joint(s) 2, 23, 24, 25, 26, 27, 28, 22, 21, 20, 19, 18, 16 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 2-2-6, Exterior(2) 2-2-6 to 8-5-4, Corner(3) 8-5-4 to 11-7-10, Exterior(2) 11-7-10 to 17-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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, 24, 25, 26, 27, 28, 22, 21, 20, 19, 18, 16. 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. July 23,2018 Job 18070277-A Truss MG Truss Type Common Girder Qty 1 Ply 2 185A The Grove at legacy-Roof Trusses Job Reference (optional) I34070021 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 14:05:35 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:Z_YXKkqwweMeptXiQ58a77yyRg5-7WLV8ERb8hrXnXeKknNOnBTRQM5BDkoY4MGa2hyvpu_ Scale = 1:39.5 1 2 3 4 5 876 9 10 11 12 13 14 15 16 17 18 4x5 7x10 3x10 3x10 3x4 3x4 7x10 7x10 JUS26 JUS26 JUS26 JUS26 JUS26 JUS26 JUS26 JUS26 4-6-12 4-6-12 8-5-4 3-10-9 12-3-13 3-10-8 16-10-8 4-6-12 4-6-12 4-6-12 8-5-4 3-10-9 12-3-13 3-10-8 16-10-8 4-6-12 0-8-136-4-50-8-138.00 12 Plate Offsets (X,Y)-- [1:0-0-11,0-0-7], [1:0-4-13,0-0-14], [1:Edge,0-3-11], [5:Edge,0-3-11], [5:0-4-13,0-0-14], [5:0-0-11,0-0-7], [7:0-5-0,0-4-8] 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 0.59 0.81 0.65 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.11 0.04 (loc) 7-8 7-8 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 158 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud, Right: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=3015/0-3-8, 5=3255/0-3-8 Max Horz 1=-138(LC 11) Max Uplift 1=-156(LC 5), 5=-159(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4241/228, 2-3=-2987/199, 3-4=-2988/199, 4-5=-4359/224 BOT CHORD 1-8=-165/3325, 7-8=-165/3325, 6-7=-121/3421, 5-6=-121/3421 WEBS 3-7=-175/3005, 4-7=-1296/140, 2-7=-1172/144, 2-8=-31/1390, 4-6=-26/1537 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) 1=156, 5=159. 7) Use USP JUS26 (With 10d nails into Girder & 10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-10-4 from the left end to 15-4-12 to connect truss(es) to back face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 1-5=-20 Concentrated Loads (lb) Vert: 11=-561(B) 12=-561(B) 13=-561(B) 14=-640(B) 15=-655(B) 16=-655(B) 17=-655(B) 18=-655(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. July 23,2018 Job 18070277-A Truss N Truss Type Common Qty 3 Ply 1 185A The Grove at legacy-Roof Trusses Job Reference (optional) I34070022 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 14:05:36 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:ueqS?9p4GjmuTghQm6j16QzJsQO-bivtMaRDv_zNPhDWIUudKO?b6mRLyAbiJ008a7yvptz Scale = 1:53.5 1 2 3 4 5 6 7 10 9 8 11 12 13 14 15 16 4x5 5x12 4x5 4x5 2x4 3x4 5x8 5x8 10-5-4 10-5-4 21-2-12 10-9-8 -1-6-0 1-6-0 4-11-9 4-11-9 10-5-4 5-5-12 15-11-0 5-5-12 21-2-12 5-3-12 22-4-8 1-1-12 1-4-90-8-18-7-90-3-81-1-120-3-80-8-18.00 12 Plate Offsets (X,Y)-- [9:0-6-0,0-3-4] 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 0.66 0.82 0.74 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.26 -0.66 -0.03 (loc) 8-9 8-9 10 l/defl >965 >382 n/a L/d 240 180 n/a PLATES MT20 Weight: 99 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 4-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 8=914/0-1-8, 10=938/0-1-8 Max Horz 8=212(LC 6) Max Uplift 8=-57(LC 8), 10=-69(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-769/88, 4-5=-770/91, 2-10=-281/137, 6-8=-308/129 BOT CHORD 9-10=0/656, 8-9=-45/694 WEBS 4-9=-8/496, 3-10=-813/30, 5-8=-761/32 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) -1-6-0 to 1-8-6, Interior(1) 1-8-6 to 10-5-4, Exterior(2) 10-5-4 to 13-7-10, Interior(1) 13-7-10 to 22-4-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 8, 10 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) 8, 10. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 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. July 23,2018 Job 18070277-A Truss N1 Truss Type Monopitch Qty 3 Ply 1 185A The Grove at legacy-Roof Trusses Job Reference (optional) I34070023 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 14:05:36 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:ueqS?9p4GjmuTghQm6j16QzJsQO-bivtMaRDv_zNPhDWIUudKO?j2ma5yI8iJ008a7yvptz Scale = 1:24.7 1 2 3 5 4 6 7 8 3x6 3x6 3x4 2x4 3x6 4-9-12 4-9-12 -1-1-12 1-1-12 4-9-12 4-9-12 1-6-40-8-14-7-120-3-83-9-00-10-124-7-128.00 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 0.15 0.19 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 0.01 (loc) 4-5 4-5 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 27 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 4-9-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=271/0-1-8, 7=145/0-1-8 Max Horz 5=131(LC 7) Max Uplift 5=-4(LC 7), 7=-66(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) -1-1-12 to 2-0-10, Interior(1) 2-0-10 to 4-4-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Bearing at joint(s) 5, 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5, 7. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 23,2018 Job 18070277-A Truss NB Truss Type GABLE Qty 1 Ply 1 185A The Grove at legacy-Roof Trusses Job Reference (optional) I34070024 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 14:05:37 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:ueqS?9p4GjmuTghQm6j16QzJsQO-3vTFZvSrgI5E0roirBPstcYv2Az1hnUrYglh6ayvpty Scale = 1:48.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1819 20 21 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 37 38 4x5 3x6 3x4 5x6 3x6 3x4 21-10-8 21-10-8 -1-0-0 1-0-0 10-11-4 10-11-4 21-10-8 10-11-4 22-10-8 1-0-0 0-8-138-0-50-8-138.00 12 Plate Offsets (X,Y)-- [2:0-3-6,0-0-5], [20:0-3-6,0-0-5], [29:0-3-0,0-3-0] 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 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 21 21 20 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 133 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 11-29: 2x4 SPF No.2 SLIDER Left 2x4 SPF Stud 1-7-2, Right 2x4 SPF Stud 1-7-2 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 21-10-8. (lb) - Max Horz 2=-180(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 30, 31, 32, 33, 34, 35, 36, 27, 26, 25, 24, 23, 22, 20 Max Grav All reactions 250 lb or less at joint(s) 2, 29, 30, 31, 32, 33, 34, 35, 36, 28, 27, 26, 25, 24, 23, 22, 20 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Corner(3) -1-0-0 to 2-2-6, Exterior(2) 2-2-6 to 10-11-4, Corner(3) 10-11-4 to 14-1-10, Exterior(2) 14-1-10 to 22-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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, 30, 31, 32, 33, 34, 35, 36, 27, 26, 25, 24, 23, 22, 20. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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. July 23,2018 Job 18070277-A Truss PB2 Truss Type Piggyback Qty 2 Ply 1 185A The Grove at legacy-Roof Trusses Job Reference (optional) I34070025 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 14:05:38 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:ueqS?9p4GjmuTghQm6j16QzJsQO-X50dnFTTRcE5e?NvPvw5Pp53oaI8QF9_mKVEe0yvptx Scale: 3/4"=1' 1 2 3 4 5 6 4x5 2x4 2x4 2x4 7-3-9 7-3-9 3-7-13 3-7-13 7-3-9 3-7-13 0-4-72-5-30-1-80-4-70-1-88.00 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 0.14 0.09 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=157/5-9-11, 4=157/5-9-11, 6=207/5-9-11 Max Horz 2=-47(LC 5) Max Uplift 2=-43(LC 7), 4=-44(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) 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) 2, 4. 6) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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. July 23,2018 Job 18070277-A Truss PB3 Truss Type Piggyback Qty 14 Ply 1 185A The Grove at legacy-Roof Trusses Job Reference (optional) I34070026 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 14:05:39 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:ueqS?9p4GjmuTghQm6j16QzJsQO-?Ha0_bU5CvMyG9x5zcSKy1dEY_eN9iP8?_EoASyvptw Scale: 3/4"=1' 1 2 3 4 5 6 4x5 2x4 2x4 2x4 7-3-9 7-3-9 3-7-13 3-7-13 7-3-9 3-7-13 0-4-72-5-30-1-80-4-70-1-88.00 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 0.14 0.09 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=157/5-9-11, 4=157/5-9-11, 6=207/5-9-11 Max Horz 2=-47(LC 5) Max Uplift 2=-43(LC 7), 4=-44(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) 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) 2, 4. 6) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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. July 23,2018 Job 18070277-A Truss PB3A Truss Type Piggyback Qty 1 Ply 1 185A The Grove at legacy-Roof Trusses Job Reference (optional) I34070027 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 14:05:39 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:ueqS?9p4GjmuTghQm6j16QzJsQO-?Ha0_bU5CvMyG9x5zcSKy1dEY_eN9iP8?_EoASyvptw Scale: 3/4"=1' 1 2 3 4 5 6 4x5 2x4 2x4 2x4 7-3-9 7-3-9 3-7-13 3-7-13 7-3-9 3-7-13 0-4-72-5-30-1-80-4-70-1-88.00 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 0.14 0.09 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=157/5-9-11, 4=157/5-9-11, 6=207/5-9-11 Max Horz 2=-47(LC 5) Max Uplift 2=-43(LC 7), 4=-44(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) 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) 2, 4. 6) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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. July 23,2018 Job 18070277-A Truss R Truss Type COMMON Qty 4 Ply 1 185A The Grove at legacy-Roof Trusses Job Reference (optional) I34070028 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 14:05:40 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:ueqS?9p4GjmuTghQm6j16QzJsQO-TU8OBxUjyDUptJWHXKzZUEAPPNuTu7UHEe_Ljvyvptv Scale = 1:38.6 1 2 3 4 5 6 7 8 9 10 19 20 21 22 23 24 5x8 3x4 5x8 4x5 2x4 2x4 5x8 3x4 8-0-8 8-0-8 16-1-0 8-0-8 -1-0-0 1-0-0 4-2-2 4-2-2 8-0-8 3-10-6 11-10-14 3-10-6 16-1-0 4-2-2 17-1-0 1-0-0 0-8-136-1-20-8-138.00 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 0.42 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.14 0.02 (loc) 10-17 10-17 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 65 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=703/0-3-8, 8=703/0-3-8 Max Horz 2=-127(LC 5) Max Uplift 2=-54(LC 7), 8=-54(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-779/67, 4-5=-630/70, 5-6=-630/70, 6-8=-779/67 BOT CHORD 2-10=-21/620, 8-10=0/620 WEBS 5-10=-5/431 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 2-2-6, Interior(1) 2-2-6 to 8-0-8, Exterior(2) 8-0-8 to 11-2-14, Interior(1) 11-2-14 to 17-1-0 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. July 23,2018 Job 18070277-A Truss RG Truss Type HOWE Qty 1 Ply 2 185A The Grove at legacy-Roof Trusses Job Reference (optional) I34070029 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 14:05:41 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:ueqS?9p4GjmuTghQm6j16QzJsQO-ygimPHVLjXcgVS5T41Uo1SjTonCAdQpRTIjvFLyvptu Scale = 1:37.6 1 2 3 4 5 876 17 18 9 10 11 12 13 14 15 16 5x8 4x5 10x12 3x10 3x10 3x10 3x10 6x8 JUS26 JUS26 JUS26 JUS26 JUS26 JUS26 JUS26 JUS26 4-2-2 4-2-2 8-0-8 3-10-6 11-10-14 3-10-6 16-1-0 4-2-2 4-2-2 4-2-2 8-0-8 3-10-6 11-10-14 3-10-6 16-1-0 4-2-2 0-8-136-1-20-8-138.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-2-8], [1:0-10-13,0-4-0], [1:0-2-6,0-0-0], [5:Edge,0-1-14], [7:0-6-0,0-6-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.54 0.52 0.81 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.12 0.03 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 194 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP No.1 WEBS 2x4 SPF Stud WEDGE Left: 2x8 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=3887/0-3-8, 1=4350/0-3-8 Max Horz 1=-131(LC 11) Max Uplift 5=-419(LC 6), 1=-477(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5192/572, 2-3=-3663/439, 3-4=-3663/440, 4-5=-5225/572 BOT CHORD 1-8=-445/4099, 7-8=-445/4099, 6-7=-404/4126, 5-6=-404/4126 WEBS 3-7=-434/3744, 4-7=-1423/228, 2-7=-1390/228, 2-8=-160/1685, 4-6=-160/1725 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-6-0 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) 5=419, 1=477. 7) Use USP JUS26 (With 10d nails into Girder & 10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 0-6-0 from the left end to 14-6-0 to connect truss(es) to front face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-20, 1-3=-60, 3-5=-60 Concentrated Loads (lb) Vert: 9=-872(F) 10=-866(F) 11=-866(F) 12=-866(F) 13=-876(F) 14=-876(F) 15=-876(F) 16=-876(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. July 23,2018 Job 18070277-A Truss RG1 Truss Type HOWE Qty 1 Ply 2 185A The Grove at legacy-Roof Trusses Job Reference (optional) I34070030 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 14:05:41 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:ueqS?9p4GjmuTghQm6j16QzJsQO-ygimPHVLjXcgVS5T41Uo1SjWCnEsdScRTIjvFLyvptu Scale = 1:35.9 1 2 3 4 5 6 7 10 9 8 13 14 15 16 11 12 5x10 4x5 6x8 5x12 10x12 6x8 5x12 5x10 4-3-12 4-3-12 8-0-8 3-8-12 11-9-4 3-8-12 16-1-0 4-3-12 -1-0-0 1-0-0 4-3-12 4-3-12 8-0-8 3-8-12 11-9-4 3-8-12 13-7-12 1-10-8 16-1-0 2-5-4 17-1-0 1-0-0 0-8-136-1-20-8-138.00 12 Plate Offsets (X,Y)-- [2:0-1-11,0-2-8], [3:0-2-0,0-2-8], [5:0-2-0,0-2-8], [6:0-1-11,0-2-8], [8:0-6-0,0-3-0], [9:0-6-0,0-7-8], [10:0-6-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.38 0.41 0.69 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.12 0.02 (loc) 9-10 9-10 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 232 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x10 SP 2400F 2.0E WEBS 2x6 SPF No.2 *Except* 4-9,3-9,5-9: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=6480/0-3-8, 6=2287/0-3-8 Max Horz 2=130(LC 6) Max Uplift 2=-401(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-8104/391, 3-4=-3102/42, 4-5=-3108/42, 5-6=-3076/0 BOT CHORD 2-10=-326/6375, 9-10=-326/6375, 8-9=0/2420, 6-8=0/2420 WEBS 3-10=-280/4367, 4-9=0/3000, 3-9=-4097/414 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x10 - 3 rows staggered at 0-2-0 oc. Webs connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 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 and C-C Exterior(2) -1-0-0 to 2-5-4, Interior(1) 2-5-4 to 8-0-8, Exterior(2) 8-0-8 to 11-2-14, Interior(1) 11-2-14 to 17-1-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5) 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) 2=401. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 6138 lb down and 527 lb up at 2-5-4 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) + Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-11=-20, 11-12=-143(F=-123), 6-12=-20, 1-4=-60, 4-7=-60 Concentrated Loads (lb) Vert: 10=-6138(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. July 23,2018 Job 18070277-A Truss RM Truss Type Monopitch Qty 10 Ply 1 185A The Grove at legacy-Roof Trusses Job Reference (optional) I34070031 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 14:05:42 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:ueqS?9p4GjmuTghQm6j16QzJsQO-QsG8cdW_UqkX7cggel?1afFj1BeOM37ahyTSnnyvptt Scale = 1:14.2 1 2 3 5 4 3x4 3x6 3x6 -1-0-0 1-0-0 2-3-0 2-3-0 0-8-132-2-131-11-50-3-82-2-138.00 12 Plate Offsets (X,Y)-- [4:Edge,0-2-0], [5:0-3-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.25 0.14 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 4-5 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 2-3-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=167/0-3-8, 4=58/0-1-8 Max Horz 5=56(LC 6) Max Uplift 5=-40(LC 7), 4=-18(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) 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) 5, 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. July 23,2018 Job 18070277-A Truss S Truss Type PIGGYBACK BASE Qty 4 Ply 1 185A The Grove at legacy-Roof Trusses Job Reference (optional) I34070032 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 14:05:43 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:ueqS?9p4GjmuTghQm6j16QzJsQO-u2qWqzXcF8sOkmFsCSWG6tonEbpK5SijwcC?JDyvpts Scale = 1:73.2 1 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 27 28 29 30 31 32 5x10 5x8 6x8 2x4 3x4 5x8 6x8 2x4 8-2-15 8-2-15 16-3-7 8-0-8 23-7-1 7-3-9 31-7-9 8-0-8 39-10-8 8-2-15 -1-0-0 1-0-0 8-2-15 8-2-15 16-3-7 8-0-8 23-7-1 7-3-9 31-7-9 8-0-8 39-10-8 8-2-15 40-10-8 1-0-0 0-8-1311-7-20-8-1311-7-28.00 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 0.67 0.86 0.27 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.41 0.15 (loc) 16-18 16-18 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 181 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5,8-12: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-18,9-13: 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 3-4-9 oc purlins, except 2-0-0 oc purlins (4-3-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-16, 6-15, 9-15 REACTIONS.(lb/size) 11=1655/0-3-8, 2=1655/0-3-8 Max Horz 2=-255(LC 5) Max Uplift 11=-47(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=-2301/121, 4-6=-1801/190, 6-7=-1383/202, 7-9=-1801/190, 9-11=-2301/121 BOT CHORD 2-18=-50/1827, 16-18=-50/1827, 15-16=0/1383, 13-15=-0/1827, 11-13=-0/1827 WEBS 4-18=0/313, 4-16=-567/135, 6-16=0/544, 7-15=0/544, 9-15=-567/135, 9-13=0/313 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 2-11-14, Interior(1) 2-11-14 to 16-3-7, Exterior(2) 16-3-7 to 21-11-2, Interior(1) 21-11-2 to 23-7-1, Exterior(2) 23-7-1 to 29-2-11, Interior(1) 29-2-11 to 40-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 3x6 MT20 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) 11, 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. July 23,2018 Job 18070277-A Truss S1 Truss Type PIGGYBACK BASE Qty 3 Ply 1 185A The Grove at legacy-Roof Trusses Job Reference (optional) I34070033 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 14:05:44 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:ueqS?9p4GjmuTghQm6j16QzJsQO-MFOv1JYE0S_FMwq2mA1Vf4Lzo?Emqmlt9GyZsgyvptr Scale = 1:76.6 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 27 28 29 30 31 32 3x6 5x6 3x6 5x8 3x4 3x6 3x6 2x4 3x4 10x12 5x8 3x6 2x4 5x8 3x4 2x4 3x6 8-2-15 8-2-15 16-3-7 8-0-8 19-1-12 2-10-4 23-3-9 4-1-13 23-7-1 0-3-8 31-7-9 8-0-8 39-10-8 8-2-15 8-2-15 8-2-15 8-4-11 0-1-12 16-3-7 7-10-12 23-7-1 7-3-9 31-5-13 7-10-12 31-7-9 0-1-12 39-10-8 8-2-15 40-10-8 1-0-0 0-8-1311-7-20-8-1311-7-28.00 12 Plate Offsets (X,Y)-- [5:0-9-8,0-2-8], [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 0.61 0.53 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.09 -0.23 0.03 (loc) 18-21 12-14 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 192 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-18,8-12: 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 2-0-0, Right 2x4 SPF Stud 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-6 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, Except: 6-0-0 oc bracing: 14-15. WEBS 1 Row at midpt 3-16, 5-14, 6-14, 8-14, 5-15 REACTIONS.(lb/size) 1=835/Mechanical, 10=952/0-3-8, 15=1463/0-3-8 Max Horz 1=-263(LC 5) Max Uplift 1=-95(LC 7), 10=-128(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-954/172, 3-5=-486/231, 5-6=-360/234, 6-8=-582/229, 8-10=-1076/172 BOT CHORD 1-18=-129/794, 16-18=-129/794, 15-16=-82/283, 12-14=-28/865, 10-12=-28/865 WEBS 3-18=0/352, 3-16=-634/128, 5-16=0/522, 5-14=-27/822, 8-14=-623/126, 8-12=0/347, 5-15=-1435/0 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 3-11-14, Interior(1) 3-11-14 to 16-4-0, Exterior(2) 16-4-0 to 21-11-11, Interior(1) 21-11-11 to 23-6-8, Exterior(2) 23-6-8 to 29-2-3, Interior(1) 29-2-3 to 40-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 1 except (jt=lb) 10=128. 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. July 23,2018 Job 18070277-A Truss S2 Truss Type PIGGYBACK BASE Qty 4 Ply 1 185A The Grove at legacy-Roof Trusses Job Reference (optional) I34070034 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 14:05:44 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:ueqS?9p4GjmuTghQm6j16QzJsQO-MFOv1JYE0S_FMwq2mA1Vf4Lzp?Emqmqt9GyZsgyvptr Scale = 1:73.4 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 26 27 28 29 30 31 3x6 5x6 3x6 5x8 3x4 3x6 3x6 2x4 3x4 10x12 5x8 3x6 2x4 5x8 3x4 2x4 3x6 8-2-15 8-2-15 16-3-7 8-0-8 19-1-12 2-10-4 23-7-1 4-5-5 31-7-9 8-0-8 39-10-8 8-2-15 8-2-15 8-2-15 16-3-7 8-0-8 23-7-1 7-3-9 31-7-9 8-0-8 39-10-8 8-2-15 0-8-1311-7-20-8-1311-7-28.00 12 Plate Offsets (X,Y)-- [5:0-9-8,0-2-8], [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 0.61 0.53 0.85 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.09 -0.23 0.03 (loc) 17-20 11-13 1 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 191 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-17,8-11: 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 2-0-0, Right 2x4 SPF Stud 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-11 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, Except: 6-0-0 oc bracing: 13-14. WEBS 1 Row at midpt 3-15, 5-13, 6-13, 8-13, 5-14 REACTIONS.(lb/size) 1=841/Mechanical, 10=896/Mechanical, 14=1453/0-3-8 Max Horz 1=-253(LC 5) Max Uplift 1=-93(LC 7), 10=-94(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-964/169, 3-5=-496/228, 5-6=-368/232, 6-8=-592/226, 8-10=-1056/171 BOT CHORD 1-17=-135/801, 15-17=-135/801, 14-15=-88/291, 11-13=-40/877, 10-11=-40/877 WEBS 3-17=0/351, 3-15=-633/128, 5-15=0/522, 5-13=-29/817, 8-13=-627/128, 8-11=0/347, 5-14=-1425/0 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 3-11-14, Interior(1) 3-11-14 to 16-4-0, Exterior(2) 16-4-0 to 21-11-11, Interior(1) 21-11-11 to 23-6-8, Exterior(2) 23-6-8 to 29-2-3, Interior(1) 29-2-3 to 39-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 1, 10. 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. July 23,2018 Job 18070277-A Truss S3 Truss Type PIGGYBACK BASE Qty 4 Ply 1 185A The Grove at legacy-Roof Trusses Job Reference (optional) I34070035 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 14:05:45 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:ueqS?9p4GjmuTghQm6j16QzJsQO-qRyHFeYsnl66_4PFJtZkBIt8aOa_ZDp0Nwh6O6yvptq Scale = 1:73.4 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 26 27 28 29 30 31 3x6 5x6 3x6 3x6 5x8 3x4 3x6 2x4 3x4 10x12 5x8 3x6 2x4 5x8 3x4 3x6 2x4 8-2-15 8-2-15 16-3-7 8-0-8 19-6-4 3-2-13 23-7-1 4-0-13 31-7-9 8-0-8 39-10-8 8-2-15 8-2-15 8-2-15 8-4-11 0-1-12 16-3-7 7-10-12 23-7-1 7-3-9 31-5-13 7-10-12 31-7-9 0-1-12 39-10-8 8-2-15 0-8-1311-7-20-8-1311-7-28.00 12 Plate Offsets (X,Y)-- [5:0-9-8,0-2-8], [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 0.61 0.53 0.87 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.23 0.03 (loc) 11-13 11-13 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 191 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-17,8-11: 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 2-0-0, Right 2x4 SPF Stud 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-3 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, Except: 6-0-0 oc bracing: 13-14. WEBS 1 Row at midpt 3-15, 5-13, 6-13, 8-13, 5-14 REACTIONS.(lb/size) 10=886/Mechanical, 1=858/Mechanical, 14=1446/0-5-8 Max Horz 1=-253(LC 5) Max Uplift 10=-96(LC 8), 1=-91(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-993/165, 3-5=-527/227, 5-6=-353/232, 6-8=-574/228, 8-10=-1039/173 BOT CHORD 1-17=-133/825, 15-17=-133/825, 14-15=-85/317, 11-13=-40/863, 10-11=-40/863 WEBS 3-17=0/350, 3-15=-631/129, 5-15=0/527, 5-13=-27/823, 8-13=-629/128, 8-11=0/348, 5-14=-1432/0 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 3-11-14, Interior(1) 3-11-14 to 16-4-0, Exterior(2) 16-4-0 to 21-11-11, Interior(1) 21-11-11 to 23-6-8, Exterior(2) 23-6-8 to 29-2-3, Interior(1) 29-2-3 to 39-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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, 1. 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. July 23,2018 Job 18070277-A Truss S3B Truss Type GABLE Qty 1 Ply 1 185A The Grove at legacy-Roof Trusses Job Reference (optional) I34070036 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 14:05:48 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:ueqS?9p4GjmuTghQm6j16QzJsQO-E0dPtgbk4gUhrX8q??6RpwVmvciXmmgT4uwm?Ryvptn Scale = 1:75.5 1 2 3 4 5 6 7 8 9 10 11 12 13 1415 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 3534 66 67 3x6 3x6 3x6 5x6 3x6 3x6 5x6 3x6 39-10-8 39-10-8 16-3-7 16-3-7 23-7-1 7-3-9 39-10-8 16-3-7 0-8-1311-7-20-8-1311-7-28.00 12 Plate Offsets (X,Y)-- [1:0-1-3,0-1-12], [20:0-4-4,0-2-4], [25:0-2-4,0-3-4], [25:0-0-0,0-1-12], [26:0-2-2,0-0-0], [33:Edge,0-3-8], [33:0-1-3,0-1-12], [34:0-0-0,0-1-12], [55:0-2-1 ,0-1-8], [65:0-0-0,0-1-12] 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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.16 0.09 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 34 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 324 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 No.2 *Except* 7-59,6-60,5-61,4-62,3-63,2-64,26-41,27-40,28-39,29-38,30-37,31-36 ,32-35: 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.): 14-20. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 20-47, 19-48, 18-49, 17-50, 16-51, 15-52, 13-53, 12-54, 11-56, 21-45, 22-44, 23-43 REACTIONS.All bearings 39-10-8. (lb) - Max Horz 65=-268(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 34, 48, 49, 50, 51, 54, 56, 57, 58, 59, 60, 61, 62, 63, 64, 45, 44, 43, 42, 41, 40, 39, 38, 37, 36, 35 except 65=-101(LC 5) Max Grav All reactions 250 lb or less at joint(s) 65, 34, 47, 48, 49, 50, 51, 52, 53, 54, 56, 57, 58, 59, 60, 61, 62, 63, 64, 45, 44, 43, 42, 41, 40, 39, 38, 37, 36, 35 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 12-13=-40/258, 20-21=-41/263 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Corner(3) 0-1-12 to 4-1-10, Exterior(2) 4-1-10 to 16-3-7, Corner(3) 16-3-7 to 20-3-5, Exterior(2) 20-3-5 to 23-7-1, Corner(3) 23-7-1 to 27-7-1, Exterior(2) 27-7-1 to 39-8-12 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 34, 48, 49, 50, 51, 54, 56, 57, 58, 59, 60, 61, 62, 63, 64, 45, 44, 43, 42, 41, 40, 39, 38, 37, 36, 35 except (jt=lb) 65=101. 11) 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. July 23,2018 Job 18070277-A Truss SB Truss Type GABLE Qty 1 Ply 1 185A The Grove at legacy-Roof Trusses Job Reference (optional) I34070037 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 14:05:50 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:ueqS?9p4GjmuTghQm6j16QzJsQO-BPlAIMc?cIkO4rHC6Q8vuLb6UPO3EgNlXCPt3Kyvptl Scale = 1:76.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 68 67 66 65 64 63 62 61 60 59 58 5756 55 54 53 52 51 50 49 4847 46 45 44 43 42 41 40 39 38 37 3x6 3x6 3x6 3x6 3x6 3x6 3x6 4x5 3x6 39-10-8 39-10-8 16-3-7 16-3-7 23-7-1 7-3-9 39-10-8 16-3-7 40-10-8 1-0-0 0-8-1311-7-20-8-1311-7-28.00 12 Plate Offsets (X,Y)-- [1:0-1-3,0-1-12], [15:0-3-0,0-0-2], [21:0-3-0,0-0-2], [34:0-2-2,0-2-0], [35:0-2-4,0-1-9], [68:0-0-0,0-1-12] 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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.15 0.09 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.01 (loc) 36 36 35 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 327 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 No.2 *Except* 8-61,7-62,6-63,5-64,4-65,3-66,2-67,28-43,29-42,30-41,31-40,32-39 ,33-38,34-37: 2x4 SPF Stud SLIDER Right 2x4 SPF Stud 1-4-13 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.): 15-21. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 18-52, 17-53, 16-54, 14-55, 13-56, 12-58, 11-59, 19-51, 20-50, 22-49, 23-48, 24-46, 25-45 REACTIONS.All bearings 39-10-8. (lb) - Max Horz 68=-273(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 35, 52, 53, 54, 56, 58, 59, 60, 61, 62, 63, 64, 65, 66, 51, 50, 48, 46, 45, 44, 43, 42, 41, 40, 39, 38, 37 except 68=-135(LC 5), 67=-128(LC 6) Max Grav All reactions 250 lb or less at joint(s) 68, 35, 52, 53, 54, 55, 56, 58, 59, 60, 61, 62, 63, 64, 65, 66, 67, 51, 50, 49, 48, 46, 45, 44, 43, 42, 41, 40, 39, 38, 37 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Corner(3) 0-1-12 to 3-11-4, Exterior(2) 3-11-4 to 16-4-0, Corner(3) 16-4-0 to 20-3-14, Exterior(2) 20-3-14 to 23-6-8, Corner(3) 23-6-8 to 27-6-6, Exterior(2) 27-6-6 to 40-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 35, 52, 53, 54, 56, 58, 59, 60, 61, 62, 63, 64, 65, 66, 51, 50, 48, 46, 45, 44, 43, 42, 41, 40, 39, 38, 37 except (jt=lb) 68=135, 67=128. 10) 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. July 23,2018 Job 18070277-A Truss SB1 Truss Type GABLE Qty 1 Ply 1 185A The Grove at legacy-Roof Trusses Job Reference (optional) I34070038 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 14:05:51 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:zdsZyPMNkE5q1EIU2iNG1_yvqv6-fbJYViddNbsFi?sOg8f8RZ7IWplKz7Nvms8Rbmyvptk Scale = 1:43.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 32 31 30 29 28 27 26 25 24 23 22 21 20 33 34 4x5 3x6 3x4 5x6 3x6 3x4 19-3-8 19-3-8 -1-0-0 1-0-0 9-7-12 9-7-12 19-3-8 9-7-12 20-3-8 1-0-0 0-8-137-2-00-8-138.00 12 Plate Offsets (X,Y)-- [2:0-3-6,0-0-5], [18:0-3-6,0-0-5], [26:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.07 0.02 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 19 19 18 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 111 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 1-7-2, Right 2x4 SPF Stud 1-7-2 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 19-3-8. (lb) - Max Horz 2=160(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 2, 27, 28, 29, 30, 31, 32, 25, 24, 23, 22, 21, 20, 18 Max Grav All reactions 250 lb or less at joint(s) 2, 26, 27, 28, 29, 30, 31, 32, 25, 24, 23, 22, 21, 20, 18 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Corner(3) -1-0-0 to 2-2-6, Exterior(2) 2-2-6 to 9-7-12, Corner(3) 9-7-12 to 12-10-2, Exterior(2) 12-10-2 to 20-3-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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, 27, 28, 29, 30, 31, 32, 25, 24, 23, 22, 21, 20, 18. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 23,2018 Job 18070277-A Truss TB Truss Type GABLE Qty 1 Ply 1 185A The Grove at legacy-Roof Trusses Job Reference (optional) I34070039 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 14:05:52 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:ueqS?9p4GjmuTghQm6j16QzJsQO-7ntwj2eF8v_6K9RbErBN_mgTGD4HiaB2_Wu_8Cyvptj Scale = 1:46.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1819 32 31 30 29 28 27 26 25 24 23 22 21 20 4x5 3x6 3x4 5x6 3x6 3x4 20-7-0 20-7-0 -1-0-0 1-0-0 10-3-8 10-3-8 20-7-0 10-3-8 21-7-0 1-0-0 0-8-137-7-20-8-138.00 12 Plate Offsets (X,Y)-- [2:0-3-6,0-0-5], [18:0-3-6,0-0-5], [26:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.07 0.04 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 18 19 18 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 120 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 20-7-0. (lb) - Max Horz 2=-170(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 27, 28, 29, 30, 31, 32, 24, 23, 22, 21, 20, 18 Max Grav All reactions 250 lb or less at joint(s) 2, 26, 27, 28, 29, 30, 31, 32, 25, 24, 23, 22, 21, 20, 18 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Corner(3) -1-0-0 to 2-3-8, Exterior(2) 2-3-8 to 10-3-8, Corner(3) 10-3-8 to 13-5-14, Exterior(2) 13-5-14 to 21-7-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) 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, 27, 28, 29, 30, 31, 32, 24, 23, 22, 21, 20, 18. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 23,2018 Job 18070277-A Truss TG Truss Type COMMON GIRDER Qty 1 Ply 2 185A The Grove at legacy-Roof Trusses Job Reference (optional) I34070040 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 14:05:53 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:ueqS?9p4GjmuTghQm6j16QzJsQO-b_QIwOetvD6zxI0nnZicW_Cb9dJaRuDCDAdXgeyvpti Scale: 1/4"=1' 1 2 3 4 5 876 15 16 17 18 19 20 21 22 23 24 7x10 7x10 10x12 4x6 3x10 3x10 3x10 3x10 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 5-2-14 5-2-14 10-3-8 5-0-10 15-4-2 5-0-10 20-7-0 5-2-14 5-2-14 5-2-14 10-3-8 5-0-10 15-4-2 5-0-10 20-7-0 5-2-14 0-8-137-7-20-8-138.00 12 Plate Offsets (X,Y)-- [1:0-1-7,0-2-0], [5:0-1-7,0-2-0], [7:0-6-0,0-6-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.32 0.48 0.59 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.20 0.04 (loc) 7-8 7-8 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 248 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP No.1 WEBS 2x4 SPF Stud *Except* 3-7: 2x4 SPF No.2 WEDGE Left: 2x6 SP No.2, Right: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=5322/0-3-8, 5=4599/0-3-8 Max Horz 1=159(LC 12) Max Uplift 1=-579(LC 5), 5=-506(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-6545/726, 2-3=-4660/557, 3-4=-4660/557, 4-5=-6452/727 BOT CHORD 1-8=-573/5372, 7-8=-573/5372, 6-7=-533/5294, 5-6=-533/5294 WEBS 3-7=-556/4768, 4-7=-1869/296, 4-6=-190/1824, 2-7=-1967/295, 2-8=-187/1932 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) 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) 1=579, 5=506. 7) Use USP HUS26 (With 16d nails into Girder & 16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 0-6-0 from the left end to 18-6-0 to connect truss(es) to front face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 9-12=-20 Concentrated Loads (lb) Vert: 7=-821(F) 11=-845(F) 17=-838(F) 18=-838(F) 19=-838(F) 20=-821(F) 21=-821(F) 22=-821(F) 23=-815(F) 24=-815(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. July 23,2018 Job 18070277-A Truss V7 Truss Type Valley Qty 2 Ply 1 185A The Grove at legacy-Roof Trusses Job Reference (optional) I34070041 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 14:06:01 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:ueqS?9p4GjmuTghQm6j16QzJsQO-MWvKc7lu0g7qvXdJFErUrgYx4r6nJedN3PZyyByvpta Scale = 1:39.9 1 2 3 4 5 876 9 10 11 12 3x4 4x5 3x4 5x6 2x4 2x4 2x4 2x4 0-0-6 0-0-6 18-10-3 18-9-13 9-5-2 9-5-2 18-10-3 9-5-2 0-0-46-3-60-0-48.00 12 Plate Offsets (X,Y)-- [7:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.32 0.21 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 59 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 18-9-7. (lb) - Max Horz 1=-139(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=439(LC 11), 6=439(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-323/149, 4-6=-323/149 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-5-12 to 3-8-3, Interior(1) 3-8-3 to 9-5-2, Exterior(2) 9-5-2 to 12-7-8, Interior(1) 12-7-8 to 18-4-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 23,2018 Job 18070277-A Truss V9 Truss Type Valley Qty 2 Ply 1 185A The Grove at legacy-Roof Trusses Job Reference (optional) I34070042 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 14:06:01 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:ueqS?9p4GjmuTghQm6j16QzJsQO-MWvKc7lu0g7qvXdJFErUrgYz3r8bJe2N3PZyyByvpta Scale = 1:31.3 1 2 3 4 5 8 7 6 9 10 11 12 3x4 4x5 3x4 2x4 2x4 2x4 2x4 2x4 0-0-6 0-0-6 14-10-3 14-9-13 7-5-2 7-5-2 14-10-3 7-5-2 0-0-44-11-60-0-48.00 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-S 0.20 0.09 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 45 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-9-7. (lb) - Max Horz 1=-108(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=256(LC 1), 8=329(LC 11), 6=329(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-250/130, 4-6=-250/130 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-5-12 to 3-5-2, Interior(1) 3-5-2 to 7-5-2, Exterior(2) 7-5-2 to 10-7-8, Interior(1) 10-7-8 to 14-4-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 8, 6. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 23,2018 Job 18070277-A Truss V12 Truss Type Valley Qty 2 Ply 1 185A The Grove at legacy-Roof Trusses Job Reference (optional) I34070043 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 14:05:53 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:ueqS?9p4GjmuTghQm6j16QzJsQO-b_QIwOetvD6zxI0nnZicW_CZfdMwR0GCDAdXgeyvpti Scale = 1:23.3 1 2 3 4 5 6 7 8 9 10 2x4 4x5 2x4 2x4 10-9-13 10-9-13 10-10-3 0-0-6 5-5-2 5-5-2 10-10-3 5-5-2 0-0-43-7-60-0-48.00 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 0.41 0.27 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 29 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=215/10-9-7, 3=215/10-9-7, 4=360/10-9-7 Max Horz 1=-77(LC 5) Max Uplift 1=-35(LC 7), 3=-40(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 3-8-3, Interior(1) 3-8-3 to 5-5-2, Exterior(2) 5-5-2 to 8-7-8, Interior(1) 8-7-8 to 10-4-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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. July 23,2018 Job 18070277-A Truss V15 Truss Type Valley Qty 2 Ply 1 185A The Grove at legacy-Roof Trusses Job Reference (optional) I34070044 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 14:05:54 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:ueqS?9p4GjmuTghQm6j16QzJsQO-3A_h7jfVfWFqZSbzLGDr3Blob1lsAU5LSqN5C5yvpth Scale = 1:15.7 1 2 3 4 2x4 4x5 2x4 2x4 0-0-6 0-0-6 6-10-3 6-9-13 3-5-2 3-5-2 6-10-3 3-5-2 0-0-42-3-60-0-48.00 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 0.15 0.10 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: 18 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=128/6-9-7, 3=128/6-9-7, 4=215/6-9-7 Max Horz 1=46(LC 6) Max Uplift 1=-26(LC 7), 3=-26(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. July 23,2018 Job 18070277-A Truss V18 Truss Type Valley Qty 2 Ply 1 185A The Grove at legacy-Roof Trusses Job Reference (optional) I34070045 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 14:05:54 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:ueqS?9p4GjmuTghQm6j16QzJsQO-3A_h7jfVfWFqZSbzLGDr3Blqe1miAUbLSqN5C5yvpth Scale = 1:7.5 1 2 3 2x4 3x6 2x4 0-0-6 0-0-6 2-10-3 2-9-13 1-5-2 1-5-2 2-10-3 1-5-2 0-0-40-11-60-0-48.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.02 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 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 2-10-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=75/2-9-7, 3=75/2-9-7 Max Horz 1=-15(LC 5) Max Uplift 1=-6(LC 7), 3=-6(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. July 23,2018 Job 18070277-A Truss V21 Truss Type Valley Qty 1 Ply 1 185A The Grove at legacy-Roof Trusses Job Reference (optional) I34070046 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 14:05:55 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:Z_YXKkqwweMeptXiQ58a77yyRg5-XMY3L3g7QqNhBcAAvzk4bPIzvQ5pvxHVhU6elXyvptg Scale = 1:16.6 1 2 3 4 5 6 2x4 4x5 2x4 2x4 0-0-6 0-0-6 7-4-9 7-4-3 3-8-4 3-8-4 7-4-9 3-8-5 0-0-42-5-80-0-48.00 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 0.17 0.11 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=140/7-3-13, 3=140/7-3-13, 4=234/7-3-13 Max Horz 1=-50(LC 5) Max Uplift 1=-28(LC 7), 3=-28(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) 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. July 23,2018 Job 18070277-A Truss V22 Truss Type Valley Qty 1 Ply 1 185A The Grove at legacy-Roof Trusses Job Reference (optional) I34070047 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 14:05:55 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:ueqS?9p4GjmuTghQm6j16QzJsQO-XMY3L3g7QqNhBcAAvzk4bPIueQ1QvwUVhU6elXyvptg Scale = 1:25.6 1 2 3 4 5 6 7 8 9 10 3x4 4x5 3x4 2x4 0-0-6 0-0-6 11-11-3 11-10-13 5-11-10 5-11-10 11-11-3 5-11-10 0-0-43-11-120-0-48.00 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 0.51 0.33 0.09 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: 32 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=239/11-10-7, 3=239/11-10-7, 4=400/11-10-7 Max Horz 1=-85(LC 5) Max Uplift 1=-37(LC 7), 3=-43(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-263/53 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 3-8-3, Interior(1) 3-8-3 to 5-11-10, Exterior(2) 5-11-10 to 9-2-0, Interior(1) 9-2-0 to 11-5-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 23,2018 Job 18070277-A Truss V23 Truss Type Valley Qty 1 Ply 1 185A The Grove at legacy-Roof Trusses Job Reference (optional) I34070048 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 14:05:56 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:Z_YXKkqwweMeptXiQ58a77yyRg5-0Z6RYPhmB8VYomlMThFJ8cqA_qRmeO5ev8sBHzyvptf Scale = 1:8.4 1 2 3 2x4 3x6 2x4 3-4-5 3-4-5 3-4-11 0-0-6 1-8-6 1-8-6 3-4-11 1-8-6 0-0-41-1-90-0-48.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.03 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=97/3-3-15, 3=97/3-3-15 Max Horz 1=-19(LC 5) Max Uplift 1=-8(LC 7), 3=-8(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. July 23,2018 Job 18070277-A Truss V24 Truss Type Valley Qty 1 Ply 1 185A The Grove at legacy-Roof Trusses Job Reference (optional) I34070049 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 14:05:56 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:Z_YXKkqwweMeptXiQ58a77yyRg5-0Z6RYPhmB8VYomlMThFJ8cq8eqR1eOXev8sBHzyvptf Scale = 1:16.6 1 2 3 4 5 6 2x4 4x5 2x4 2x4 0-0-6 0-0-6 7-4-11 7-4-5 3-8-6 3-8-6 7-4-11 3-8-6 0-0-42-5-90-0-48.00 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 0.18 0.11 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=140/7-3-15, 3=140/7-3-15, 4=234/7-3-15 Max Horz 1=-50(LC 5) Max Uplift 1=-28(LC 7), 3=-28(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) 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. July 23,2018 Job 18070277-A Truss V25 Truss Type Valley Qty 1 Ply 1 185A The Grove at legacy-Roof Trusses Job Reference (optional) I34070050 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 14:05:57 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:ueqS?9p4GjmuTghQm6j16QzJsQO-UlgpmliOyRdPQwKY0OmYhqNKXEnUNrLn8oblpQyvpte Scale = 1:9.3 1 2 3 2x4 3x6 2x4 0-0-6 0-0-6 3-11-3 3-10-13 1-11-10 1-11-10 3-11-3 1-11-10 0-0-41-3-120-0-48.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.04 0.10 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=119/3-10-7, 3=119/3-10-7 Max Horz 1=23(LC 6) Max Uplift 1=-10(LC 7), 3=-10(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 23,2018 Job 18070277-A Truss V26 Truss Type Valley Qty 1 Ply 1 185A The Grove at legacy-Roof Trusses Job Reference (optional) I34070051 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 14:05:58 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:Z_YXKkqwweMeptXiQ58a77yyRg5-yxEBz5i0jllG24ula6HnD1wOge4e6HNxNRLILsyvptd Scale = 1:24.6 1 2 3 4 5 6 7 8 9 10 3x4 4x5 3x4 2x4 11-4-3 11-4-3 11-4-9 0-0-6 5-8-5 5-8-5 11-4-9 5-8-5 0-0-43-9-80-0-48.00 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 0.46 0.30 0.08 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: 31 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=227/11-3-13, 3=227/11-3-13, 4=380/11-3-13 Max Horz 1=-81(LC 5) Max Uplift 1=-36(LC 7), 3=-41(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-5-12 to 3-8-3, Interior(1) 3-8-3 to 5-8-5, Exterior(2) 5-8-5 to 8-10-11, Interior(1) 8-10-11 to 10-10-13 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) 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. July 23,2018 Job 18070277-A Truss V27 Truss Type Valley Qty 1 Ply 1 185A The Grove at legacy-Roof Trusses Job Reference (optional) I34070052 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 14:05:58 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:Z_YXKkqwweMeptXiQ58a77yyRg5-yxEBz5i0jllG24ula6HnD1wSfe7x6HFxNRLILsyvptd Scale = 1:32.3 1 2 3 4 5 8 7 6 9 10 11 12 3x4 4x5 3x4 2x4 2x4 2x4 2x4 2x4 15-4-3 15-4-3 15-4-9 0-0-6 7-8-5 7-8-5 15-4-9 7-8-5 0-0-45-1-80-0-48.00 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-S 0.21 0.09 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: 47 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-3-13. (lb) - Max Horz 1=112(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=252(LC 1), 8=341(LC 11), 6=341(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-258/133, 4-6=-258/133 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) 0-5-12 to 3-8-5, Interior(1) 3-8-5 to 7-8-5, Exterior(2) 7-8-5 to 10-10-11, Interior(1) 10-10-11 to 14-10-13 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 8, 6. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. July 23,2018 Job 18070277-A Truss V28 Truss Type Valley Qty 1 Ply 1 185A The Grove at legacy-Roof Trusses Job Reference (optional) I34070053 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 14:05:59 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:Z_YXKkqwweMeptXiQ58a77yyRg5-Q7oaBRjeU3t7fDTx8pp0mFSfF2ThrlJ4b54suIyvptc Scale: 1/2"=1' 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 18 3x4 4x5 3x4 11-4-11 11-4-11 5-8-6 5-8-6 11-4-11 5-8-6 0-0-43-9-90-0-48.00 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 0.09 0.05 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: 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 11-4-11. (lb) - Max Horz 1=-81(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 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) 0-5-12 to 3-8-3, Interior(1) 3-8-3 to 5-8-6, Exterior(2) 5-8-6 to 8-10-12, Interior(1) 8-10-12 to 10-10-15 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) 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. July 23,2018 Job 18070277-A Truss V29 Truss Type Valley Qty 1 Ply 1 185A The Grove at legacy-Roof Trusses Job Reference (optional) I34070054 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 14:05:59 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:ueqS?9p4GjmuTghQm6j16QzJsQO-Q7oaBRjeU3t7fDTx8pp0mFSdP2RQrlD4b54suIyvptc Scale = 1:17.5 1 2 3 4 5 6 2x4 4x5 2x4 2x4 0-0-6 0-0-6 7-11-3 7-10-13 3-11-10 3-11-10 7-11-3 3-11-10 0-0-42-7-120-0-48.00 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 0.21 0.13 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD 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=152/7-10-7, 3=152/7-10-7, 4=254/7-10-7 Max Horz 1=54(LC 6) Max Uplift 1=-29(LC 7), 3=-30(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) 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. July 23,2018 Job 18070277-A Truss V30 Truss Type Valley Qty 1 Ply 1 185A The Grove at legacy-Roof Trusses Job Reference (optional) I34070055 8.220 s May 24 2018 MiTek Industries, Inc. Sat Jul 21 14:06:00 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:Z_YXKkqwweMeptXiQ58a77yyRg5-uKMyOnkGFM?_HN27iXKFIS?r1RpraC5EqlqPQkyvptb Scale = 1:8.1 1 2 3 2x4 3x6 2x4 0-0-6 0-0-6 3-2-9 3-2-3 1-7-5 1-7-5 3-2-9 1-7-5 0-0-41-0-140-0-48.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.02 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=90/3-1-13, 3=90/3-1-13 Max Horz 1=-17(LC 5) Max Uplift 1=-8(LC 7), 3=-8(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. July 23,2018 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.