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HomeMy WebLinkAboutM003.0Re: Liu, Xuegang Pages or sheets covered by this seal: I33371427 thru I33371480 My license renewal date for the state of Indiana is July 31, 2018. 18050075-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: 21B The Grove at Legacy-Roof Trusses The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Carter Components-Pittsboro, IN. 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. May 18,2018 Job 18050075-A Truss A Truss Type COMMON Qty 3 Ply 1 21B The Grove at Legacy-Roof Trusses Job Reference (optional) I33371427 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:11:05 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:f2nGKbmEVBfegqY3LEV6XrzFfpM-z9TyzlDn3AQD3tHPt?iDyOgeXmoY8aa4eYFH6IzFcda Scale = 1:41.2 1 2 3 4 5 6 7 8 9 18 19 20 21 6x8 3x4 6x8 3x4 5x10 4x5 2x4 2x4 10-3-8 10-3-8 20-7-0 10-3-8 -1-0-0 1-0-0 5-3-9 5-3-9 10-3-8 4-11-15 15-3-7 4-11-15 20-7-0 5-3-9 0- 7 - 1 2 6- 7 - 1 3 0- 7 - 1 2 7.00 12 Plate Offsets (X,Y)-- [2:0-3-11,Edge], [8:0-3-8,Edge], [9:0-5-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.36 0.70 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.39 0.03 (loc) 9-12 9-12 8 l/defl >999 >637 n/a L/d 240 180 n/a PLATES MT20 Weight: 77 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 2-0-0, Right 2x4 SPF Stud 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 8=822/0-3-8, 2=885/0-3-8 Max Horz 2=149(LC 6) Max Uplift 8=-24(LC 8), 2=-56(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1119/78, 4-5=-900/69, 5-6=-900/73, 6-8=-1115/85 BOT CHORD 2-9=-30/958, 8-9=-10/964 WEBS 5-9=0/577, 6-9=-328/125, 4-9=-322/122 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -1-0-0 to 2-4-13, Interior(1) 2-4-13 to 10-3-8, Exterior(2) 10-3-8 to 13-8-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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. May 18,2018 Job 18050075-A Truss AB Truss Type GABLE Qty 1 Ply 1 21B The Grove at Legacy-Roof Trusses Job Reference (optional) I33371428 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:11:06 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:f2nGKbmEVBfegqY3LEV6XrzFfpM-SL1KB5EPqUZ4g1sbQjDSUbDtm9I7t3eDtC_qelzFcdZ Scale = 1:42.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 32 31 30 29 28 27 26 25 24 23 22 21 20 33 34 4x5 3x6 3x4 5x6 3x6 3x4 20-7-0 20-7-0 -1-0-0 1-0-0 10-3-8 10-3-8 20-7-0 10-3-8 21-7-0 1-0-0 0- 7 - 1 2 6- 7 - 1 3 0- 7 - 1 2 7.00 12 Plate Offsets (X,Y)-- [2:0-3-11,Edge], [18:0-3-11,Edge], [26:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.07 0.04 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 18 19 18 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 110 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 1-6-3, Right 2x4 SPF Stud 1-6-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 20-7-0. (lb) - Max Horz 2=148(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 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 13-8-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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. May 18,2018 Job 18050075-A Truss AG Truss Type Common Girder Qty 1 Ply 2 21B The Grove at Legacy-Roof Trusses Job Reference (optional) I33371429 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:11:07 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:FiN28T3u?DSc?c_llFPe?fzFebV-wXbiORF2bohxIARo_Qkh1pmuuZQ?cNxM6skOABzFcdY Scale = 1:43.4 1 2 3 4 5 6 9 8 7 10 11 12 13 14 15 16 17 18 19 20 4x5 5x8 7x10 3x10 3x10 5x8 3x4 3x4 JUS26 JUS26 JUS26 JUS26 JUS26 JUS26 JUS26 JUS26 JUS26 JUS26 5-3-9 5-3-9 10-3-8 4-11-15 15-3-7 4-11-15 20-7-0 5-3-9 -1-0-0 1-0-0 5-3-9 5-3-9 10-3-8 4-11-15 15-3-7 4-11-15 20-7-0 5-3-9 0- 7 - 1 2 6- 7 - 1 3 0- 7 - 1 2 7.00 12 Plate Offsets (X,Y)-- [2:0-1-1,0-1-13], [6:Edge,0-1-13], [8:0-5-0,0-4-8] 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 0.75 0.96 0.65 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.17 0.05 (loc) 8-9 8-9 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 184 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=2939/0-3-8, 2=3676/0-3-8 Max Horz 2=150(LC 12) Max Uplift 6=-439(LC 6), 2=-603(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4991/771, 3-4=-3353/547, 4-5=-3353/547, 5-6=-4676/712 BOT CHORD 2-9=-624/4143, 8-9=-624/4143, 7-8=-537/3877, 6-7=-537/3877 WEBS 4-8=-494/3005, 5-8=-1265/262, 3-8=-1579/320, 3-9=-222/1540, 5-7=-154/1203 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) 6=439, 2=603. 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 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: 1-4=-60, 4-6=-60, 2-6=-20 Concentrated Loads (lb) Vert: 8=-530(F) 12=-536(F) 13=-530(F) 14=-530(F) 15=-530(F) 16=-530(F) 17=-530(F) 18=-403(F) 19=-403(F) 20=-403(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050075-A Truss B Truss Type ROOF SPECIAL Qty 4 Ply 1 21B The Grove at Legacy-Roof Trusses Job Reference (optional) I33371430 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:11:08 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:f2nGKbmEVBfegqY3LEV6XrzFfpM-Oj94cnGgL5powK0_Y7FwZ0I1DzopLpGWKWTxidzFcdX Scale = 1:67.0 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 24 25 26 27 28 29 5x6 5x6 3x6 3x10 6x8 3x6 5x8 5x8 3x6 2x4 5x8 3x4 2x4 4x6 5x10 6-3-8 6-3-8 12-10-12 6-7-4 22-1-4 9-2-8 23-2-4 1-1-0 30-0-7 6-10-3 38-2-8 8-2-1 -1-0-0 1-0-0 6-3-8 6-3-8 12-10-12 6-7-4 17-6-0 4-7-4 22-1-4 4-7-4 29-10-11 7-9-7 30-0-7 0-1-12 38-2-8 8-2-1 0- 4 - 7 4- 8 - 0 10 - 0 - 8 0- 7 - 1 2 4.00 12 7.00 12 Plate Offsets (X,Y)-- [2:0-1-11,Edge], [4:0-2-4,0-3-4], [10:0-3-11,Edge], [15:0-1-12,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.84 0.73 0.70 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.26 -0.78 0.16 (loc) 15-16 13-15 10 l/defl >999 >589 n/a L/d 240 180 n/a PLATES MT20 Weight: 156 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-14: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 4-15,8-11,3-15,3-16: 2x4 SPF Stud SLIDER Right 2x4 SPF Stud 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-13, 8-13 REACTIONS.(lb/size) 10=1520/Mechanical, 2=1596/0-3-8 Max Horz 2=248(LC 6) Max Uplift 10=-14(LC 8), 2=-47(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3907/74, 3-4=-3233/68, 4-5=-3582/145, 5-6=-1778/137, 6-8=-1844/128, 8-10=-2391/84 BOT CHORD 2-16=-31/3657, 15-16=-31/3657, 13-15=0/2038, 11-13=0/1989, 10-11=0/1989 WEBS 5-15=-34/1790, 5-13=-1019/106, 4-15=-1090/112, 6-13=-33/1364, 8-13=-635/119, 8-11=0/293, 3-15=-710/226 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 2-9-14, Interior(1) 2-9-14 to 22-1-4, Exterior(2) 22-1-4 to 25-11-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 2. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050075-A Truss B1 Truss Type ROOF SPECIAL Qty 1 Ply 1 21B The Grove at Legacy-Roof Trusses Job Reference (optional) I33371431 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:11:09 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:f2nGKbmEVBfegqY3LEV6XrzFfpM-swiSp7GI6PxfXUbA6rn96ErGTNBV4M9fZADVF4zFcdW Scale: 3/16"=1' 1 2 3 4 5 6 7 8 15 14 13 11 10 9 20 21 22 23 24 12 5x10 4x5 3x6 3x6 5x6 3x4 3x10 3x6 5x8 3x6 2x4 3x4 4x6 3x6 6-10-12 6-10-12 12-10-0 5-11-4 16-1-4 3-3-4 24-0-2 7-10-14 32-2-8 8-2-6 6-10-12 6-10-12 11-6-0 4-7-4 16-1-4 4-7-4 24-0-2 7-10-14 32-2-8 8-2-6 2- 4 - 7 4- 8 - 0 10 - 0 - 8 0- 7 - 1 2 4.00 12 7.00 12 Plate Offsets (X,Y)-- [8:0-2-15,0-0-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.62 0.57 0.34 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.09 -0.23 0.02 (loc) 9-18 9-11 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 141 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-14,6-9,1-15,1-14: 2x4 SPF Stud SLIDER Right 2x4 SPF Stud 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 6-11 REACTIONS.All bearings 13-1-8 except (jt=length) 8=Mechanical, 12=0-3-8. (lb) - Max Horz 15=231(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 8, 14, 15 Max Grav All reactions 250 lb or less at joint(s) 15, 12 except 8=966(LC 1), 14=1354(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-702/142, 4-6=-771/138, 6-8=-1317/87 BOT CHORD 12-14=-30/436, 11-12=-30/436, 9-11=0/1120, 8-9=0/1120 WEBS 2-14=-326/130, 3-14=-998/25, 3-11=-4/264, 4-11=-49/322, 6-11=-687/100, 6-9=0/343 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-1-12 to 3-6-9, Interior(1) 3-6-9 to 16-1-4, Exterior(2) 16-1-4 to 19-6-1 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 14, 15. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050075-A Truss B2 Truss Type ROOF SPECIAL Qty 3 Ply 1 21B The Grove at Legacy-Roof Trusses Job Reference (optional) I33371432 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:11:10 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:f2nGKbmEVBfegqY3LEV6XrzFfpM-K6Gr1THwtj3W9eANfYIOfROODnZPpl5poqy2nWzFcdV Scale = 1:64.7 1 2 3 4 5 6 7 15 14 13 12 11 10 9 8 20 21 22 23 24 5x8 5x8 3x6 3x6 6x8 3x4 3x4 3x6 5x8 2x4 3x4 4x6 3x4 3x6 3x6 6-10-5 6-10-5 6-10-12 0-0-7 12-11-12 6-1-0 19-2-12 6-3-0 25-4-3 6-1-7 32-2-8 6-10-5 6-10-12 6-10-12 8-1-12 1-3-0 16-1-4 7-11-8 24-0-12 7-11-8 32-2-8 8-1-12 2- 4 - 7 4- 8 - 0 10 - 0 - 8 0- 7 - 1 2 4.00 12 7.00 12 Plate Offsets (X,Y)-- [7:0-3-8,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 0.81 0.40 0.62 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.07 -0.13 0.01 (loc) 9-18 9-18 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 145 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 4-11,4-12: 2x4 SPF No.2 SLIDER Right 2x4 SPF Stud 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-10-14 oc bracing. WEBS 1 Row at midpt 4-12 REACTIONS.(lb/size) 7=694/Mechanical, 15=401/Mechanical, 12=1470/0-3-8 Max Horz 15=231(LC 6) Max Uplift 7=-42(LC 8), 15=-66(LC 5) Max Grav 7=704(LC 12), 15=423(LC 11), 12=1470(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-358/67, 3-4=0/342, 4-6=-461/135, 6-7=-943/79, 1-15=-361/100 BOT CHORD 9-11=0/686, 7-9=-329/784 WEBS 4-11=-7/567, 6-11=-589/122, 2-14=-122/253, 6-9=0/279, 4-12=-972/13, 3-12=-583/107, 3-14=-171/300 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-1-12 to 3-6-9, Interior(1) 3-6-9 to 16-1-4, Exterior(2) 16-1-4 to 19-6-1 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 15. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050075-A Truss B3 Truss Type COMMON Qty 7 Ply 1 21B The Grove at Legacy-Roof Trusses Job Reference (optional) I33371433 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:11:10 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:f2nGKbmEVBfegqY3LEV6XrzFfpM-K6Gr1THwtj3W9eANfYIOfROQrnZ1plrpoqy2nWzFcdV Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 24 25 26 27 28 29 3x6 5x8 3x6 3x6 5x6 3x4 3x4 3x6 2x4 5x6 3x4 3x4 3x6 2x4 3x6 6-10-5 6-10-5 12-11-12 6-1-7 19-2-12 6-3-0 25-4-3 6-1-7 32-2-8 6-10-5 8-1-12 8-1-12 16-1-4 7-11-8 24-0-12 7-11-8 32-2-8 8-1-12 0- 7 - 1 2 10 - 0 - 8 0- 7 - 1 2 7.00 12 Plate Offsets (X,Y)-- [1:0-3-7,0-0-1], [9:0-3-7,0-0-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.64 0.42 0.64 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.07 -0.16 0.03 (loc) 15-22 15-22 1 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 134 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 5-12,5-13: 2x4 SPF No.2 SLIDER Left 2x4 SPF Stud 2-0-0, Right 2x4 SPF Stud 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-13 REACTIONS.(lb/size) 9=788/Mechanical, 1=547/Mechanical, 13=1242/0-3-8 Max Horz 1=-218(LC 5) Max Uplift 9=-67(LC 8), 1=-92(LC 7) Max Grav 9=788(LC 1), 1=550(LC 11), 13=1242(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-578/171, 5-7=-621/184, 7-9=-1011/126 BOT CHORD 1-15=-128/489, 13-15=-145/445, 12-13=-23/251, 10-12=-34/817, 9-10=-17/858 WEBS 5-12=-7/565, 7-12=-586/121, 7-10=0/277, 5-13=-730/0, 3-13=-604/119, 3-15=0/289 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-0-0 to 3-4-13, Interior(1) 3-4-13 to 16-1-4, Exterior(2) 16-1-4 to 19-6-1 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050075-A Truss B3B Truss Type GABLE Qty 1 Ply 1 21B The Grove at Legacy-Roof Trusses Job Reference (optional) I33371434 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:11:12 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:f2nGKbmEVBfegqY3LEV6XrzFfpM-GVObR8JAPKJEOyJlnzKsksTvSaK2Hn25F8R9rOzFcdT Scale = 1:62.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 3x6 3x6 4x5 3x6 3x6 5x6 5x6 32-2-8 32-2-8 16-1-4 16-1-4 32-2-8 16-1-4 0- 7 - 1 2 10 - 0 - 8 0- 7 - 1 2 7.00 12 Plate Offsets (X,Y)-- [34:0-3-0,0-3-0], [40:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.12 0.07 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 26 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 210 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud *Except* 13-37,12-38,11-39,10-40,14-36,15-35,16-34: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 13-37, 12-38, 11-39, 14-36, 15-35 REACTIONS.All bearings 32-2-8. (lb) - Max Horz 48=-231(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 48, 26, 38, 39, 40, 41, 42, 43, 44, 45, 46, 47, 35, 34, 33, 32, 31, 30, 29, 28, 27 Max Grav All reactions 250 lb or less at joint(s) 48, 26, 37, 38, 39, 40, 41, 42, 43, 44, 45, 46, 47, 36, 35, 34, 33, 32, 31, 30, 29, 28, 27 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Corner(3) 0-1-12 to 3-6-9, Exterior(2) 3-6-9 to 16-1-4, Corner(3) 16-1-4 to 19-6-1 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 48, 26, 38, 39, 40, 41, 42, 43, 44, 45, 46, 47, 35, 34, 33, 32, 31, 30, 29, 28, 27. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050075-A Truss BB Truss Type GABLE Qty 1 Ply 1 21B The Grove at Legacy-Roof Trusses Job Reference (optional) I33371435 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:11:14 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:f2nGKbmEVBfegqY3LEV6XrzFfpM-DtWLsqKRxxZxeFT8uOMKpHYBPOzYlgZOjRwFwHzFcdR Scale = 1:66.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1920 21 22 23 24 25 26 27 53 52 51 50 49 48 47 46 4544 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 54 55 3x6 5x6 5x6 3x6 3x6 3x6 5x6 12-10-12 12-10-12 38-2-8 25-3-12 12-10-12 12-10-12 22-1-4 9-2-8 38-2-8 16-1-4 0- 4 - 7 4- 8 - 0 10 - 0 - 8 0- 7 - 1 2 4.00 12 7.00 12 Plate Offsets (X,Y)-- [36:0-3-0,0-3-0] 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 0.29 0.19 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 28 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 232 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud *Except* 15-39,14-40,13-41,12-42,16-38,17-37,18-36: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 15-39, 14-40, 13-41, 16-38, 17-37 REACTIONS.All bearings 38-2-8. (lb) - Max Horz 1=249(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 40, 41, 42, 43, 45, 46, 48, 49, 50, 51, 52, 53, 37, 36, 35, 34, 33, 32, 31, 30, 29 Max Grav All reactions 250 lb or less at joint(s) 1, 28, 39, 40, 41, 42, 43, 45, 46, 48, 49, 50, 51, 52, 38, 37, 36, 35, 34, 33, 32, 31, 30, 29, 47 except 53=439(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-53=-311/203 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) 0-0-0 to 3-9-14, Exterior(2) 3-9-14 to 22-1-4, Corner(3) 22-1-4 to 26-1-4 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) 1, 40, 41, 42, 43, 45, 46, 48, 49, 50, 51, 52, 53, 37, 36, 35, 34, 33, 32, 31, 30, 29. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050075-A Truss C Truss Type Monopitch Qty 3 Ply 1 21B The Grove at Legacy-Roof Trusses Job Reference (optional) I33371436 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:11:15 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:f2nGKbmEVBfegqY3LEV6XrzFfpM-h44j4AL3iFhoFP2KS6tZMV5DJo97UyMYx5gpSjzFcdQ Scale = 1:53.2 1 2 3 4 5 6 7 8 12 11 10 9 13 14 15 16 3x6 3x4 3x10 4x10 MT18H 3x6 3x6 2x4 3x6 4x5 4x5 3x6 10-5-13 10-5-13 20-0-8 9-6-11 30-4-8 10-4-0 -1-0-0 1-0-0 7-11-2 7-11-2 15-5-5 7-6-4 22-9-0 7-3-11 30-4-8 7-7-8 0- 3 - 1 4 9- 2 - 3 3.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.85 0.88 0.81 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.32 -0.85 0.11 (loc) 9-10 9-10 9 l/defl >999 >427 n/a L/d 240 180 n/a PLATES MT20 MT18H Weight: 119 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-11: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF Stud *Except* 8-9,7-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-9, 7-9 REACTIONS.(lb/size) 9=1202/0-3-8, 2=1273/0-3-8 Max Horz 2=297(LC 6) Max Uplift 9=-122(LC 5), 2=-121(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3256/267, 3-5=-2840/189, 5-7=-1512/129 BOT CHORD 2-12=-337/3077, 10-12=-192/2036, 9-10=-117/1054 WEBS 3-12=-546/191, 5-12=0/847, 5-10=-899/174, 7-10=-0/907, 7-9=-1390/188 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -1-0-0 to 2-4-13, Interior(1) 2-4-13 to 30-2-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 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) except (jt=lb) 9=122, 2=121. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050075-A Truss C1 Truss Type MONOPITCH Qty 2 Ply 1 21B The Grove at Legacy-Roof Trusses Job Reference (optional) I33371437 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:11:15 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:f2nGKbmEVBfegqY3LEV6XrzFfpM-h44j4AL3iFhoFP2KS6tZMV5Imo9oU43Yx5gpSjzFcdQ Scale = 1:51.3 1 2 3 4 5 10 9 8 7 6 12 11 13 14 15 16 4x6 3x10 3x4 3x10 2x4 3x10 3x4 3x10 3x4 3x4 4x5 3x6 0- 1 1 - 1 4 0-3-8 0-3-8 3-5-5 3-1-13 8-0-8 4-7-3 18-4-8 10-4-0 0-3-8 0-3-8 3-5-5 3-1-13 10-9-0 7-3-11 18-4-8 7-7-8 3- 9 - 1 4 3- 1 0 - 1 4 9- 2 - 3 0- 1 1 - 1 4 3.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.57 0.83 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.31 -0.77 0.01 (loc) 6-8 6-8 6 l/defl >708 >283 n/a L/d 240 180 n/a PLATES MT20 Weight: 98 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 5-6,4-6: 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6, 4-6 REACTIONS.(lb/size) 6=723/0-3-8, 13=700/0-3-8 Max Horz 13=277(LC 6) Max Uplift 6=-79(LC 5), 13=-43(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-641/66, 1-11=-46/674 BOT CHORD 8-9=-204/457, 6-8=-147/520 WEBS 4-8=0/288, 4-6=-675/128, 2-11=-602/89, 9-11=-114/469, 1-13=-704/43 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-5-4 to 3-10-1, Interior(1) 3-10-1 to 18-2-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 13. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050075-A Truss C2 Truss Type Monopitch Qty 8 Ply 1 21B The Grove at Legacy-Roof Trusses Job Reference (optional) I33371438 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:11:16 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:f2nGKbmEVBfegqY3LEV6XrzFfpM-9Gd6HWMhTZpftZdW0pPouieWeBbpDSLhAlPM?AzFcdP Scale = 1:22.6 1 2 3 45 7 6 8 9 10 11 2x4 3x4 3x4 2x4 3x4 6-2-13 6-2-13 11-10-4 5-7-7 -1-0-0 1-0-0 6-2-13 6-2-13 11-10-4 5-7-7 11-11-8 0-1-4 0- 3 - 1 4 3- 9 - 1 2 3- 5 - 1 4 0- 3 - 8 3- 9 - 1 2 3.50 12 Plate Offsets (X,Y)-- [2:0-3-2,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 0.37 0.46 0.63 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.14 0.02 (loc) 2-7 2-7 6 l/defl >999 >999 n/a L/d 240 180 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 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=535/0-3-8, 6=464/0-1-8 Max Horz 2=119(LC 6) Max Uplift 2=-69(LC 5), 6=-49(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-939/56 BOT CHORD 2-7=-92/866, 6-7=-92/866 WEBS 3-6=-914/104, 3-7=0/284 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -1-0-0 to 2-4-13, Interior(1) 2-4-13 to 11-11-8 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) 6 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) 6. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050075-A Truss CG Truss Type MONOPITCH GIRDER Qty 1 Ply 3 21B The Grove at Legacy-Roof Trusses Job Reference (optional) I33371439 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:11:17 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:FiN28T3u?DSc?c_llFPe?fzFebV-dSBUVsNJEsxWVjCjaWw1RwAY2brnyqHrPP9wXczFcdO Scale = 1:59.3 1 2 3 4 5 6 7 11 10 9 8 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 4x10 MT18H 5x8 3x10 2x4 5x6 6x8 6x8 2x4 5x8 12x16 9x10 MT18H 3x6 JUS26 JUS26 JUS26 JUS26 JUS26 JUS26 JUS26 JUS26 JUS26 JUS26 JUS26 HUS26 HUS26 HUS26 HUS26 10-5-13 10-5-13 20-0-8 9-6-11 25-3-14 5-3-6 30-4-8 5-0-10 7-11-2 7-11-2 15-5-5 7-6-4 22-9-0 7-3-11 25-3-14 2-6-13 30-4-8 5-0-10 0- 3 - 1 4 9- 2 - 3 3.50 12 Plate Offsets (X,Y)-- [1:0-0-11,Edge], [1:1-8-5,0-4-8], [11:0-2-8,0-3-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.90 0.86 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.34 -0.81 0.11 (loc) 11-13 11-13 8 l/defl >999 >445 n/a L/d 240 180 n/a PLATES MT20 MT18H Weight: 530 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 5-7: 2x4 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF Stud *Except* 7-8,6-9: 2x4 SPF No.2, 6-8: 2x4 SPF 2100F 1.8E WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-8 REACTIONS.(lb/size) 1=7635/0-3-8, 8=9151/0-3-8 Max Horz 1=289(LC 10) Max Uplift 1=-622(LC 3), 8=-446(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-19487/1536, 2-4=-19011/1450, 4-6=-11329/655 BOT CHORD 1-11=-1557/18707, 9-11=-931/13427, 8-9=-397/7145 WEBS 2-11=-661/192, 4-11=-633/6346, 4-9=-3598/490, 6-9=-466/9559, 6-8=-9391/620 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-8-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=622, 8=446. 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 20-6-0 to connect truss(es) to back face of bottom chord. 8) Use USP HUS26 (With 16d nails into Girder & 16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 22-6-0 from the left end to 28-6-0 to connect truss(es) to back face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050075-A Truss CG Truss Type MONOPITCH GIRDER Qty 1 Ply 3 21B The Grove at Legacy-Roof Trusses Job Reference (optional) I33371439 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:11:17 2018 Page 2 Carter Components, Franklin, IN - 46131, ID:FiN28T3u?DSc?c_llFPe?fzFebV-dSBUVsNJEsxWVjCjaWw1RwAY2brnyqHrPP9wXczFcdO LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-7=-60, 1-8=-20 Concentrated Loads (lb) Vert: 11=-768(B) 16=-774(B) 17=-768(B) 18=-768(B) 19=-768(B) 20=-768(B) 21=-768(B) 22=-684(B) 23=-684(B) 24=-684(B) 25=-946(B) 26=-1500(B) 27=-1500(B) 28=-1500(B) 29=-1500(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. Job 18050075-A Truss CJD Truss Type Jack-Open Qty 1 Ply 1 21B The Grove at Legacy-Roof Trusses Job Reference (optional) I33371440 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:11:18 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:f2nGKbmEVBfegqY3LEV6XrzFfpM-5flsiCNx?A3N7tnv7ERGz7jtT?OXhV0_e3uT32zFcdN Scale: 3/4"=1' 1 2 6 5 4 3 3x4 3x4 2x4 0-1-8 -1-8-14 1-8-14 2-8-1 2-8-1 1- 1 - 1 2 0- 8 - 1 2- 7 - 5 0- 3 - 8 5.27 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 0.28 0.06 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5-6 5-6 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 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 2-8-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=31/Mechanical, 5=27/Mechanical, 6=254/0-1-8 Max Horz 6=88(LC 7) Max Uplift 3=-11(LC 8), 5=-23(LC 7), 6=-50(LC 7) Max Grav 3=31(LC 1), 5=53(LC 2), 6=254(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 5, 6. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050075-A Truss D Truss Type HALF HIP Qty 1 Ply 1 21B The Grove at Legacy-Roof Trusses Job Reference (optional) I33371441 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:11:18 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:f2nGKbmEVBfegqY3LEV6XrzFfpM-5flsiCNx?A3N7tnv7ERGz7jsa?HkhUT_e3uT32zFcdN Scale = 1:25.9 1 2 3 4 5 9 8 7 6 10 11 12 4x5 2x4 2x4 3x4 3x4 3x6 5x8 2x4 3x4 4-6-15 4-6-15 5-1-12 0-6-13 5-2-4 0-0-8 11-10-4 6-8-0 -0-1-12 0-1-12 4-6-15 4-6-15 5-1-12 0-6-13 8-4-4 3-2-8 11-10-4 3-6-0 1- 4 - 1 4 1- 3 - 0 4- 0 - 1 0- 3 - 8 3- 1 - 5 0- 1 0 - 1 2 3- 4 - 1 3 0- 7 - 4 4- 0 - 1 7.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MP 0.34 0.50 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.30 -0.00 (loc) 6-7 6-7 6 l/defl >663 >265 n/a L/d 240 180 n/a PLATES MT20 Weight: 55 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-8: 2x4 SPF Stud WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 2-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 7=483/0-3-8, 9=182/0-1-8, 6=260/0-1-8 Max Horz 9=103(LC 6) Max Uplift 7=-66(LC 6), 9=-8(LC 7), 6=-45(LC 5) Max Grav 7=483(LC 1), 9=182(LC 1), 6=260(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-1-12 to 3-6-9, Interior(1) 3-6-9 to 4-7-6, Exterior(2) 4-7-6 to 9-5-2 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 9, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 9, 6. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 9, 6. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050075-A Truss D1 Truss Type Half Hip Qty 1 Ply 1 21B The Grove at Legacy-Roof Trusses Job Reference (optional) I33371442 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:11:19 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:f2nGKbmEVBfegqY3LEV6XrzFfpM-ZrJEwYOZmUBEk1M5hxyVWLG01Pd3Qy77sje0bUzFcdM Scale: 3/8"=1' 1 2 3 4 8 7 6 5 9 10 11 5x6 2x4 2x4 3x4 3x6 4x5 2x4 3x4 5-1-12 5-1-12 5-2-4 0-0-8 6-10-6 1-8-2 11-10-4 4-11-14 -0-1-12 0-1-12 5-1-12 5-1-12 6-10-6 1-8-10 11-10-4 4-11-14 1- 4 - 1 4 1- 3 - 0 5- 4 - 1 0- 3 - 8 4- 5 - 5 0- 1 0 - 1 2 4- 8 - 1 3 0- 7 - 4 5- 4 - 1 7.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-1-12] 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-P 0.42 0.49 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.30 -0.00 (loc) 5-6 5-6 5 l/defl >663 >265 n/a L/d 240 180 n/a PLATES MT20 Weight: 56 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-7: 2x4 SPF Stud WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=510/0-3-8, 8=167/0-1-8, 5=248/0-1-8 Max Horz 8=143(LC 6) Max Uplift 6=-64(LC 6), 8=-5(LC 5), 5=-40(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 2-6=-301/147 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-1-12 to 3-6-9, Interior(1) 3-6-9 to 6-10-6, Exterior(2) 6-10-6 to 11-8-8 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) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 8, 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8, 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 8, 5. 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. May 18,2018 Job 18050075-A Truss D2 Truss Type Half Hip Qty 1 Ply 1 21B The Grove at Legacy-Roof Trusses Job Reference (optional) I33371443 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:11:20 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:f2nGKbmEVBfegqY3LEV6XrzFfpM-11tc7uPBXnJ5MAwIFfTk3YoB1pzI9OpH5NNa8xzFcdL Scale = 1:38.5 1 2 3 4 8 7 6 5 9 10 11 5x6 2x4 2x4 3x4 3x6 4x5 2x4 3x4 5-1-12 5-1-12 5-2-4 0-0-8 9-1-13 3-11-9 11-10-4 2-8-7 -0-1-12 0-1-12 5-1-12 5-1-12 9-1-13 4-0-1 11-10-4 2-8-7 1- 4 - 1 4 1- 3 - 0 6- 8 - 1 0- 3 - 8 5- 9 - 5 0- 1 0 - 1 2 6- 0 - 1 3 0- 7 - 4 6- 8 - 1 7.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-2-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.40 0.49 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.30 -0.01 (loc) 5-6 5-6 5 l/defl >663 >265 n/a L/d 240 180 n/a PLATES MT20 Weight: 60 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-7: 2x4 SPF Stud WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=516/0-3-8, 8=163/0-1-8, 5=246/0-1-8 Max Horz 8=183(LC 6) Max Uplift 6=-67(LC 7), 8=-20(LC 5), 5=-31(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 7-8=-266/133, 2-6=-340/155 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-1-12 to 3-6-9, Interior(1) 3-6-9 to 9-2-4, Exterior(2) 9-2-4 to 11-8-8 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) Bearing at joint(s) 8, 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8, 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 8, 5. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050075-A Truss D3 Truss Type Half Hip Qty 1 Ply 1 21B The Grove at Legacy-Roof Trusses Job Reference (optional) I33371444 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:11:20 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:f2nGKbmEVBfegqY3LEV6XrzFfpM-11tc7uPBXnJ5MAwIFfTk3Yo8TpzL9OwH5NNa8xzFcdL Scale = 1:45.0 1 2 3 76 5 4 8 9 10 2x4 3x4 3x4 3x6 4x5 2x4 2x4 5-1-12 5-1-12 5-2-4 0-0-8 11-10-4 6-8-0 -0-1-12 0-1-12 5-1-12 5-1-12 11-5-3 6-3-7 11-10-4 0-5-1 1- 4 - 1 4 1- 3 - 0 8- 0 - 1 0- 3 - 8 7- 1 - 5 0- 1 0 - 1 2 7- 4 - 1 3 0- 7 - 4 7.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.63 0.49 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.30 -0.01 (loc) 4-5 4-5 4 l/defl >663 >265 n/a L/d 240 180 n/a PLATES MT20 Weight: 58 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-6: 2x4 SPF Stud WEBS 2x4 SPF No.2 *Except* 1-7,1-6: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-5 REACTIONS.(lb/size) 5=568/0-3-8, 7=133/0-1-8, 4=224/0-1-8 Max Horz 7=228(LC 6) Max Uplift 5=-90(LC 7), 7=-44(LC 5), 4=-29(LC 8) Max Grav 5=568(LC 1), 7=153(LC 6), 4=224(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-276/153 BOT CHORD 6-7=-325/165, 2-5=-442/183 WEBS 1-6=-128/278 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-1-12 to 3-6-9, Interior(1) 3-6-9 to 11-8-8 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) 7, 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) 7, 4. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7, 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. May 18,2018 Job 18050075-A Truss D4 Truss Type Monopitch Qty 1 Ply 1 21B The Grove at Legacy-Roof Trusses Job Reference (optional) I33371445 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:11:21 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:f2nGKbmEVBfegqY3LEV6XrzFfpM-VER?KDQqI5Ry_KVUpM_zbmLJcCIaur4QK177gNzFcdK Scale = 1:45.3 1 2 3 4 87 6 5 9 10 11 2x4 3x4 3x4 3x6 4x5 2x4 2x4 5-1-12 5-1-12 5-2-4 0-0-8 11-10-4 6-8-0 -1-1-12 1-1-12 5-1-12 5-1-12 11-10-4 6-8-8 1- 4 - 1 4 0- 8 - 0 8- 3 - 0 0- 3 - 8 7- 4 - 4 0- 1 0 - 1 2 7- 7 - 1 2 0- 7 - 4 7.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.61 0.49 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.30 -0.01 (loc) 5-6 5-6 5 l/defl >663 >265 n/a L/d 240 180 n/a PLATES MT20 Weight: 60 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-7: 2x4 SPF Stud WEBS 2x4 SPF No.2 *Except* 2-8,2-7: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-11-7 oc bracing. WEBS 1 Row at midpt 4-6 REACTIONS.(lb/size) 6=555/0-3-8, 8=222/0-1-8, 5=225/0-1-8 Max Horz 8=237(LC 6) Max Uplift 6=-85(LC 7), 8=-43(LC 5), 5=-30(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-276/154 BOT CHORD 7-8=-342/156, 3-6=-428/178 WEBS 2-7=-120/293 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 2-3-1, Interior(1) 2-3-1 to 11-8-8 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) 8, 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8, 5. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 8, 5. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050075-A Truss DG Truss Type HALF HIP GIRDER Qty 1 Ply 1 21B The Grove at Legacy-Roof Trusses Job Reference (optional) I33371446 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:11:22 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:bERQRNKKKW?Xo37_UX2v_KzFfU_-_Q?NYZRS2OapbU4gM4VC8zub_cjvdImaYhshCpzFcdJ Scale = 1:22.1 1 2 3 4 5 11 10 9 8 7 6 12 13 14 15 16 17 18 2x4 2x4 5x8 5x12 5x6 3x4 3x4 3x4 3x6 2x4 2x4 2-3-8 2-3-8 5-1-12 2-10-4 5-2-4 0-0-8 8-6-0 3-3-12 11-10-4 3-4-4 -0-1-12 0-1-12 2-3-8 2-3-8 5-1-12 2-10-4 8-6-0 3-4-4 11-10-4 3-4-4 1- 4 - 1 4 1- 3 - 0 2- 8 - 1 0- 3 - 8 1- 9 - 5 0- 1 0 - 1 2 2- 0 - 1 3 0- 7 - 4 2- 8 - 1 7.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.18 0.16 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 53 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-9: 2x4 SPF Stud WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 9-10. REACTIONS.(lb/size) 8=530/0-3-8, 11=155/0-1-8, 6=240/0-1-8 Max Horz 11=63(LC 4) Max Uplift 8=-189(LC 3), 11=-67(LC 5), 6=-62(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-8=-356/106, 5-7=-74/281 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 11, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 11, 6. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 6 except (jt=lb) 8=189. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 90 lb down and 1 lb up at 2-3-8, 49 lb down and 1 lb up at 4-4-4, 46 lb down and 3 lb up at 6-4-4, and 46 lb down and 6 lb up at 8-4-4, and 46 lb down and 6 lb up at 10-4-4 on top chord, and 97 lb up at 2-3-8, 1 lb down and 58 lb up at 4-4-4, 21 lb up at 6-4-4, and 21 lb up at 8-4-4, and 21 lb up at 10-4-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-5=-60, 9-11=-20, 6-8=-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. May 18,2018 Job 18050075-A Truss E Truss Type MONOPITCH Qty 1 Ply 1 21B The Grove at Legacy-Roof Trusses Job Reference (optional) I33371447 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:11:22 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:ylKjHYrgLh2f9m74KBsiHMzFexl-_Q?NYZRS2OapbU4gM4VC8zuUTce4dJkaYhshCpzFcdJ Scale = 1:27.6 1 2 3 4 5 10 11 2x4 5x6 3x4 2x4 -1-0-0 1-0-0 6-11-8 6-11-8 0- 7 - 1 2 4- 8 - 7 4- 4 - 1 5 0- 3 - 8 4- 8 - 7 7.00 12 Plate Offsets (X,Y)-- [2:0-3-7,0-0-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MP 0.60 0.47 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.29 0.05 (loc) 5-8 5-8 2 l/defl >841 >282 n/a L/d 240 180 n/a PLATES MT20 Weight: 25 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=337/0-3-8, 5=268/0-1-8 Max Horz 2=95(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-329/71 NOTES- 1) Wind: ASCE 7-05; 85mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) and C-C Exterior(2) -1-0-0 to 2-4-13, Interior(1) 2-4-13 to 6-9-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 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. May 18,2018 Job 18050075-A Truss E1 Truss Type MONOPITCH Qty 1 Ply 1 21B The Grove at Legacy-Roof Trusses Job Reference (optional) I33371448 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:11:23 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:FiN28T3u?DSc?c_llFPe?fzFebV-ScZllvR4piigDeftwn1RgBQfz0_yMm_jnLcEkGzFcdI Scale = 1:27.6 1 2 3 4 9 5x8 3x4 2x4 2x4 6-11-8 6-11-8 6-11-8 6-11-8 0- 7 - 1 2 4- 8 - 7 4- 4 - 1 5 0- 3 - 8 4- 8 - 7 7.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MP 0.62 0.49 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.12 -0.30 0.05 (loc) 4-7 4-7 1 l/defl >703 >272 n/a L/d 240 180 n/a PLATES MT20 Weight: 24 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) 1=273/0-3-8, 4=273/0-1-8 Max Horz 1=124(LC 6) Max Uplift 1=-3(LC 7), 4=-44(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-347/72 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-0-0 to 3-4-13, Interior(1) 3-4-13 to 6-9-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 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. May 18,2018 Job 18050075-A Truss E2 Truss Type MONOPITCH Qty 5 Ply 1 21B The Grove at Legacy-Roof Trusses Job Reference (optional) I33371449 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:11:23 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:FiN28T3u?DSc?c_llFPe?fzFebV-ScZllvR4piigDeftwn1RgBQkp02oMm_jnLcEkGzFcdI Scale = 1:20.6 1 2 3 4 9 3x6 3x4 2x4 2x4 4-11-8 4-11-8 4-11-8 4-11-8 0- 7 - 1 2 3- 6 - 7 3- 2 - 1 5 0- 3 - 8 3- 6 - 7 7.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MP 0.31 0.25 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.07 0.02 (loc) 4-7 4-7 1 l/defl >999 >776 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=193/0-3-8, 4=193/0-1-8 Max Horz 1=89(LC 6) Max Uplift 1=-1(LC 7), 4=-32(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-0-0 to 3-4-13, Interior(1) 3-4-13 to 4-9-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 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. May 18,2018 Job 18050075-A Truss E3 Truss Type MONOPITCH Qty 2 Ply 1 21B The Grove at Legacy-Roof Trusses Job Reference (optional) I33371450 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:11:24 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:FiN28T3u?DSc?c_llFPe?fzFebV-wo67zFSia0qXroE3UUYgDOzvpQOM5DEs0?LnHizFcdH Scale = 1:20.6 1 2 3 4 5 10 2x4 3x6 3x4 2x4 -1-0-0 1-0-0 4-11-8 4-11-8 0- 7 - 1 2 3- 6 - 7 3- 2 - 1 5 0- 3 - 8 3- 6 - 7 7.00 12 Plate Offsets (X,Y)-- [2:0-3-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MP 0.29 0.23 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.03 -0.07 0.02 (loc) 5-8 5-8 2 l/defl >999 >835 n/a L/d 240 180 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 WEBS 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=259/0-3-8, 5=186/0-1-8 Max Horz 2=96(LC 6) Max Uplift 2=-35(LC 7), 5=-30(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -1-0-0 to 2-4-13, Interior(1) 2-4-13 to 4-9-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050075-A Truss EB Truss Type GABLE Qty 1 Ply 1 21B The Grove at Legacy-Roof Trusses Job Reference (optional) I33371451 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:11:24 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:bERQRNKKKW?Xo37_UX2v_KzFfU_-wo67zFSia0qXroE3UUYgDOzvqQRZ5Dns0?LnHizFcdH Scale = 1:26.1 1 2 3 4 5 6 7 12 11 10 9 8 3x4 6-11-8 6-11-8 0- 7 - 1 2 4- 8 - 7 7.00 12 Plate Offsets (X,Y)-- [1:0-1-8,0-0-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.29 0.02 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 34 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 1-6-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 6-11-8. (lb) - Max Horz 1=130(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 8, 9, 10, 11, 12 Max Grav All reactions 250 lb or less at joint(s) 1, 8, 9, 10, 11, 12 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) 0-0-0 to 3-4-13, Exterior(2) 3-4-13 to 6-9-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 8, 9, 10, 11, 12. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050075-A Truss EB3 Truss Type GABLE Qty 1 Ply 1 21B The Grove at Legacy-Roof Trusses Job Reference (optional) I33371452 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:11:25 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:FiN28T3u?DSc?c_llFPe?fzFebV-O?gVAbTKLJyOSypF2C3vlcV6bqnVqg10Ff5Lp8zFcdG Scale = 1:20.6 1 2 3 4 5 6 98 7 2x4 2x4 2x4 3x4 2x4 2x4 2x4 2x4 -1-0-0 1-0-0 4-11-8 4-11-8 0- 7 - 1 2 3- 6 - 7 7.00 12 Plate Offsets (X,Y)-- [2:0-1-11,0-0-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.16 0.04 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 1 1 7 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 23 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 1-6-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 4-11-8. (lb) - Max Horz 2=98(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 7, 2, 8, 9 Max Grav All reactions 250 lb or less at joint(s) 7, 2, 8, 9 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Corner(3) -1-0-0 to 2-3-8, Exterior(2) 2-3-8 to 4-9-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 2, 8, 9. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050075-A Truss F Truss Type COMMON Qty 7 Ply 1 21B The Grove at Legacy-Roof Trusses Job Reference (optional) I33371453 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:11:26 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:FiN28T3u?DSc?c_llFPe?fzFebV-sBEuOxUy6d4F45ORbva8Ip2H_D?nZ4c9TJquLbzFcdF Scale = 1:41.8 1 2 3 4 5 6 7 8 9 10 19 20 21 22 23 24 5x8 3x4 5x10 4x5 2x4 2x4 5x8 3x4 9-2-4 9-2-4 18-4-8 9-2-4 -1-0-0 1-0-0 4-9-11 4-9-11 9-2-4 4-4-10 13-6-14 4-4-10 18-4-8 4-9-11 19-4-8 1-0-0 0- 8 - 1 3 6- 1 0 - 5 0- 8 - 1 3 8.00 12 Plate Offsets (X,Y)-- [10:0-5-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.18 0.55 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.24 0.02 (loc) 10-17 10-17 8 l/defl >999 >904 n/a L/d 240 180 n/a PLATES MT20 Weight: 73 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=795/0-3-8, 8=795/0-3-8 Max Horz 2=145(LC 6) Max Uplift 2=-55(LC 7), 8=-55(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-878/72, 4-5=-729/76, 5-6=-729/76, 6-8=-878/72 BOT CHORD 2-10=-19/724, 8-10=0/724 WEBS 5-10=-6/504 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -1-0-0 to 2-4-13, Interior(1) 2-4-13 to 9-2-4, Exterior(2) 9-2-4 to 12-7-1 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050075-A Truss F1 Truss Type COMMON Qty 7 Ply 1 21B The Grove at Legacy-Roof Trusses Job Reference (optional) I33371454 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:11:27 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:FiN28T3u?DSc?c_llFPe?fzFebV-KNoGbHUatxC5iFze9d5Nr1bQRdK?IXqJizaSt1zFcdE Scale = 1:41.3 1 2 3 4 5 6 7 8 9 18 19 20 21 22 23 5x8 3x4 5x10 2x4 4x5 2x4 5x8 3x4 9-2-4 9-2-4 18-4-8 9-2-4 4-9-11 4-9-11 9-2-4 4-4-10 13-6-14 4-4-10 18-4-8 4-9-11 19-4-8 1-0-0 0- 8 - 1 3 6- 1 0 - 5 0- 8 - 1 3 8.00 12 Plate Offsets (X,Y)-- [9:0-5-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.27 0.55 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.25 0.02 (loc) 9-12 9-12 7 l/defl >999 >893 n/a L/d 240 180 n/a PLATES MT20 Weight: 72 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud 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=733/Mechanical, 7=797/0-3-8 Max Horz 1=-153(LC 5) Max Uplift 1=-23(LC 7), 7=-55(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-878/79, 3-4=-733/80, 4-5=-732/76, 5-7=-881/73 BOT CHORD 1-9=-22/731, 7-9=0/726 WEBS 4-9=-7/506, 3-9=-255/122 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-0-0 to 3-4-13, Interior(1) 3-4-13 to 9-2-4, Exterior(2) 9-2-4 to 12-7-1 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) 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. May 18,2018 Job 18050075-A Truss F1B Truss Type GABLE Qty 1 Ply 1 21B The Grove at Legacy-Roof Trusses Job Reference (optional) I33371455 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:11:27 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:FiN28T3u?DSc?c_llFPe?fzFebV-KNoGbHUatxC5iFze9d5Nr1bQPdK9IYDJizaSt1zFcdE Scale = 1:43.6 1 2 3 4 5 6 7 8 9 13 12 11 10 31 32 33 34 35 36 4x5 3x10 4x5 5x8 6x8 3x4 9-2-4 9-2-4 13-1-0 3-10-12 18-4-8 5-3-8 -1-0-0 1-0-0 4-9-11 4-9-11 9-2-4 4-4-10 13-6-14 4-4-10 18-4-8 4-9-11 19-4-8 1-0-0 0- 8 - 1 3 6- 1 0 - 5 0- 8 - 1 3 8.00 12 Plate Offsets (X,Y)-- [8:0-4-10,Edge], [13:0-4-0,0-3-0] 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 0.27 0.54 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.32 0.03 (loc) 13-29 13-29 8 l/defl >999 >494 n/a L/d 240 180 n/a PLATES MT20 Weight: 96 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.All bearings 5-3-8 except (jt=length) 2=0-3-8, 12=0-3-8, 12=0-3-8. (lb) - Max Horz 2=145(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 8, 2, 10 Max Grav All reactions 250 lb or less at joint(s) 11, 10, 12, 12 except 8=726(LC 1), 2=774(LC 1), 8=726(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-837/87, 4-5=-686/92, 5-6=-683/91, 6-8=-856/91 BOT CHORD 2-13=-31/694, 12-13=-9/667, 11-12=-9/667, 10-11=-9/667, 8-10=-9/667 WEBS 5-13=-26/420, 4-13=-256/116 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -1-0-0 to 2-4-13, Interior(1) 2-4-13 to 9-2-4, Exterior(2) 9-2-4 to 12-7-1 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 2, 10, 8. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050075-A Truss F2B Truss Type GABLE Qty 1 Ply 1 21B The Grove at Legacy-Roof Trusses Job Reference (optional) I33371456 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:11:28 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:FiN28T3u?DSc?c_llFPe?fzFebV-oaMeodVDeEKyJPYqjKccNE7eD1oc11iSxdJ?QTzFcdD Scale = 1:31.1 1 2 3 4 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 14 4x5 3x6 3x6 5x8 5x8 13-4-8 13-4-8 -1-0-0 1-0-0 6-8-4 6-8-4 13-4-8 6-8-4 14-4-8 1-0-0 0- 8 - 1 3 5- 2 - 5 0- 8 - 1 3 8.00 12 Plate Offsets (X,Y)-- [2:0-2-4,0-0-1], [12:0-2-4,0-1-9] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.07 0.02 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 13 13 12 l/defl n/r n/r n/a L/d 120 90 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 OTHERS 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 1-6-1, Right 2x4 SPF Stud 1-6-1 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 13-4-8. (lb) - Max Horz 2=-114(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 12, 19, 20, 21, 22, 17, 16, 15, 14 Max Grav All reactions 250 lb or less at joint(s) 2, 12, 18, 19, 20, 21, 22, 17, 16, 15, 14 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Corner(3) -1-0-0 to 2-8-4, Exterior(2) 2-8-4 to 6-8-4, Corner(3) 6-8-4 to 10-1-1 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 12, 19, 20, 21, 22, 17, 16, 15, 14. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050075-A Truss FB Truss Type GABLE Qty 1 Ply 1 21B The Grove at Legacy-Roof Trusses Job Reference (optional) I33371457 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:11:29 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:FiN28T3u?DSc?c_llFPe?fzFebV-Gmw00yWrPYSpxZ60H28rwSgozR8NmT6c9H3YyvzFcdC Scale = 1:42.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 28 27 26 25 24 23 22 21 20 19 18 4x5 3x6 3x4 5x6 3x6 3x4 18-4-8 18-4-8 -1-0-0 1-0-0 9-2-4 9-2-4 18-4-8 9-2-4 19-4-8 1-0-0 0- 8 - 1 3 6- 1 0 - 5 0- 8 - 1 3 8.00 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 0.05 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 16 16 16 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 103 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 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.All bearings 18-4-8. (lb) - Max Horz 2=153(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 16, 24, 25, 26, 27, 28, 22, 21, 20, 19, 18, 2 Max Grav All reactions 250 lb or less at joint(s) 16, 23, 24, 25, 26, 27, 28, 22, 21, 20, 19, 18, 2 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Corner(3) -1-0-0 to 2-6-4, Exterior(2) 2-6-4 to 9-2-4, Corner(3) 9-2-4 to 12-7-1 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 24, 25, 26, 27, 28, 22, 21, 20, 19, 18, 2. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050075-A Truss G Truss Type COMMON Qty 5 Ply 1 21B The Grove at Legacy-Roof Trusses Job Reference (optional) I33371458 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:11:30 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:FiN28T3u?DSc?c_llFPe?fzFebV-lyUODIXTAsagZjhDqlf4SfDworO2Vw0lOxp6UMzFcdB Scale = 1:28.0 1 2 3 4 5 6 7 8 17 18 19 20 21 22 4x6 3x4 4x6 3x4 2x4 4x5 6-3-8 6-3-8 12-7-0 6-3-8 -1-0-0 1-0-0 6-3-8 6-3-8 12-7-0 6-3-8 13-7-0 1-0-0 0- 7 - 1 2 4- 3 - 1 3 0- 7 - 1 2 7.00 12 Plate Offsets (X,Y)-- [2:0-3-4,0-0-1], [6:0-3-7,0-0-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.26 0.40 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.10 0.02 (loc) 8-15 8-15 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 43 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 2-0-0, Right 2x4 SPF Stud 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=563/0-3-8, 6=563/0-3-8 Max Horz 2=-87(LC 5) Max Uplift 2=-58(LC 7), 6=-58(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-551/63, 4-6=-551/63 BOT CHORD 2-8=0/448, 6-8=0/448 WEBS 4-8=0/275 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -1-0-0 to 2-4-13, Interior(1) 2-4-13 to 6-3-8, Exterior(2) 6-3-8 to 9-8-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050075-A Truss GB Truss Type GABLE Qty 1 Ply 1 21B The Grove at Legacy-Roof Trusses Job Reference (optional) I33371459 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:11:31 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:FiN28T3u?DSc?c_llFPe?fzFebV-D91nReY5x9iXAtGPOTAJ?tl8TEqyENbudbYf0ozFcdA Scale = 1:26.7 1 2 3 4 5 6 7 8 9 10 11 12 13 20 19 18 17 16 15 14 21 22 4x5 3x4 3x4 3x4 3x4 12-7-0 12-7-0 -1-0-0 1-0-0 6-3-8 6-3-8 12-7-0 6-3-8 13-7-0 1-0-0 0- 7 - 1 2 4- 3 - 1 3 0- 7 - 1 2 7.00 12 Plate Offsets (X,Y)-- [2:0-2-3,0-0-1], [12:0-2-3,0-0-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.07 0.04 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 12 13 12 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 57 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 1-6-3, Right 2x4 SPF Stud 1-6-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-7-0. (lb) - Max Horz 2=-94(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 12, 18, 19, 20, 16, 15, 14 Max Grav All reactions 250 lb or less at joint(s) 2, 12, 17, 18, 19, 20, 16, 15, 14 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Corner(3) -1-0-0 to 2-3-8, Exterior(2) 2-3-8 to 6-3-8, Corner(3) 6-3-8 to 9-8-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 12, 18, 19, 20, 16, 15, 14. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050075-A Truss GG Truss Type COMMON Qty 1 Ply 2 21B The Grove at Legacy-Roof Trusses Job Reference (optional) I33371460 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:11:32 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:FiN28T3u?DSc?c_llFPe?fzFebV-hLb9e_YjiTqOo0rbyAhYY4IBEe08zkQ2sFICZEzFcd9 Scale = 1:25.9 1 2 3 5 4 12 13 6 7 8 9 10 11 5x6 5x6 4x6 3x6 3x6 JUS26 JUS26 JUS26 JUS26 JUS26 JUS26 4-2-4 4-2-4 8-4-12 4-2-8 12-7-0 4-2-4 6-3-8 6-3-8 12-7-0 6-3-8 0- 7 - 1 2 4- 3 - 1 3 0- 7 - 1 2 7.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-1-6], [3:0-0-0,0-1-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.58 0.68 0.44 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.10 0.02 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 98 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 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=2595/0-3-8, 3=2668/0-3-8 Max Horz 1=-91(LC 11) Max Uplift 1=-127(LC 5), 3=-131(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3703/180, 2-3=-3705/180 BOT CHORD 1-5=-103/3044, 4-5=-77/2046, 3-4=-95/3046 WEBS 2-5=-51/2022, 2-4=-52/2026 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=127, 3=131. 7) Use USP JUS26 (With 10d nails into Girder & 10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-4-12 from the left end to 11-4-12 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=-20, 1-2=-60, 2-3=-60 Concentrated Loads (lb) Vert: 6=-713(B) 7=-713(B) 8=-713(B) 9=-713(B) 10=-713(B) 11=-713(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050075-A Truss MD Truss Type Jack-Open Qty 2 Ply 1 21B The Grove at Legacy-Roof Trusses Job Reference (optional) I33371461 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:11:32 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:bERQRNKKKW?Xo37_UX2v_KzFfU_-hLb9e_YjiTqOo0rbyAhYY4IJPeAIzqj2sFICZEzFcd9 Scale = 1:16.5 1 2 6 5 3 4 3x6 3x4 2x4 0-1-8 -1-1-12 1-1-12 1-10-4 1-10-4 1- 1 - 1 2 0- 8 - 1 2- 8 - 1 0- 3 - 8 2- 2 - 1 4 2- 8 - 1 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.12 0.03 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 6 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=21/Mechanical, 4=17/Mechanical, 6=175/0-1-8 Max Horz 6=91(LC 7) Max Uplift 3=-10(LC 8), 4=-48(LC 7), 6=-1(LC 7) Max Grav 3=21(LC 1), 4=34(LC 2), 6=175(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4, 6. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050075-A Truss MD1 Truss Type Jack-Open Qty 3 Ply 1 21B The Grove at Legacy-Roof Trusses Job Reference (optional) I33371462 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:11:33 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:bERQRNKKKW?Xo37_UX2v_KzFfU_-9X9XsKZLTnyFQAQoWtCn4IrUY2VSiH5B4v1m5hzFcd8 Scale = 1:13.3 1 2 6 5 3 4 5x6 3x4 0-1-8 2-0-0 2-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 0- 8 - 1 3 2- 0 - 1 3 1- 7 - 1 0 2- 0 - 1 3 8.00 12 Plate Offsets (X,Y)-- [6:0-1-4,0-1-4], [6:0-2-4,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.10 0.04 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 6 5-6 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=164/0-3-8, 3=34/Mechanical, 4=18/Mechanical Max Horz 6=79(LC 7) Max Uplift 6=-27(LC 7), 3=-13(LC 8), 4=-10(LC 7) Max Grav 6=164(LC 1), 3=34(LC 1), 4=37(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3, 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. May 18,2018 Job 18050075-A Truss VA1 Truss Type Valley Qty 1 Ply 1 21B The Grove at Legacy-Roof Trusses Job Reference (optional) I33371463 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:11:33 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:FiN28T3u?DSc?c_llFPe?fzFebV-9X9XsKZLTnyFQAQoWtCn4IrQv2StiGeB4v1m5hzFcd8 Scale = 1:34.3 1 2 3 4 7 6 5 8 9 10 11 12 3x4 4x5 2x4 2x4 2x4 2x4 2x4 13-8-8 13-8-8 9-7-0 9-7-0 13-8-8 4-1-8 0- 0 - 4 5- 7 - 1 3- 2 - 3 7.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.33 0.20 0.12 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 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-8-1. (lb) - Max Horz 1=159(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 5, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=272(LC 1), 7=441(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-7=-326/140 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-6-8 to 3-11-5, Interior(1) 3-11-5 to 9-7-0, Exterior(2) 9-7-0 to 12-11-13 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) 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. May 18,2018 Job 18050075-A Truss VA2 Truss Type Valley Qty 1 Ply 1 21B The Grove at Legacy-Roof Trusses Job Reference (optional) I33371464 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:11:34 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:FiN28T3u?DSc?c_llFPe?fzFebV-dkjv3gazE4461K?_3bj0dVNcdSpyRjPLJZnJd7zFcd7 Scale = 1:27.3 1 2 3 4 7 6 5 8 9 10 11 12 3x4 4x5 2x4 2x4 2x4 2x4 2x4 11-8-8 11-8-8 7-7-0 7-7-0 11-8-8 4-1-8 0- 0 - 4 4- 5 - 1 2- 0 - 3 7.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.27 0.15 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: 36 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-8-1. (lb) - Max Horz 1=117(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=306(LC 1), 7=343(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-7=-268/130 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) 0-6-8 to 3-11-5, Interior(1) 3-11-5 to 7-7-0, Exterior(2) 7-7-0 to 10-11-13 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, 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. May 18,2018 Job 18050075-A Truss VA3 Truss Type Valley Qty 1 Ply 1 21B The Grove at Legacy-Roof Trusses Job Reference (optional) I33371465 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:11:34 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:FiN28T3u?DSc?c_llFPe?fzFebV-dkjv3gazE4461K?_3bj0dVNa5SofRjZLJZnJd7zFcd7 Scale = 1:21.3 1 2 3 5 4 6 7 8 9 10 11 2x4 4x5 3x10 2x4 9-8-8 9-8-8 5-7-0 5-7-0 9-8-8 4-1-8 0- 0 - 4 3- 3 - 1 0- 1 0 - 3 7.00 12 Plate Offsets (X,Y)-- [3:0-5-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.43 0.23 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 27 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=191/9-8-1, 4=146/9-8-1, 5=385/9-8-1 Max Horz 1=76(LC 6) Max Uplift 1=-33(LC 7), 4=-45(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-271/55 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-6-8 to 3-11-5, Interior(1) 3-11-5 to 5-7-0, Exterior(2) 5-7-0 to 8-11-13 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, 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. May 18,2018 Job 18050075-A Truss VA4 Truss Type Valley Qty 1 Ply 1 21B The Grove at Legacy-Roof Trusses Job Reference (optional) I33371466 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:11:35 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:FiN28T3u?DSc?c_llFPe?fzFebV-5wHHG0bc?OCzfUaAdIEF9jwp7sAuABPUYDWt9ZzFcd6 Scale = 1:15.0 1 2 3 4 2x4 4x5 2x4 2x4 0-0-7 0-0-7 7-2-0 7-1-9 3-7-0 3-7-0 7-2-0 3-7-0 0- 0 - 4 2- 1 - 1 0- 0 - 4 7.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.16 0.10 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: 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=128/7-1-3, 3=128/7-1-3, 4=231/7-1-3 Max Horz 1=-41(LC 5) Max Uplift 1=-25(LC 7), 3=-25(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050075-A Truss VA5 Truss Type Valley Qty 1 Ply 1 21B The Grove at Legacy-Roof Trusses Job Reference (optional) I33371467 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:11:35 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:FiN28T3u?DSc?c_llFPe?fzFebV-5wHHG0bc?OCzfUaAdIEF9jwrHsBiAByUYDWt9ZzFcd6 Scale = 1:7.3 1 2 3 2x4 3x6 2x4 0-0-7 0-0-7 3-2-0 3-1-9 1-7-0 1-7-0 3-2-0 1-7-0 0- 0 - 4 0- 1 1 - 1 0- 0 - 4 7.00 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 0.05 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 3-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=83/3-1-3, 3=83/3-1-3 Max Horz 1=-14(LC 5) Max Uplift 1=-7(LC 7), 3=-7(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050075-A Truss VC1 Truss Type Valley Qty 1 Ply 1 21B The Grove at Legacy-Roof Trusses Job Reference (optional) I33371468 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:11:36 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:FiN28T3u?DSc?c_llFPe?fzFebV-Z6rgUMbEliKqHe9MB0mUiwTvuFTrvbZemsGQi?zFcd5 Scale: 1/4"=1' 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 3x6 3x4 3x4 3x4 3x6 27-5-4 27-5-4 27-5-4 27-5-4 0- 0 - 4 8- 0 - 0 3.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.48 0.31 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 93 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-9 REACTIONS.All bearings 27-4-6. (lb) - Max Horz 1=254(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 9, 10, 11, 13, 14, 15 Max Grav All reactions 250 lb or less at joint(s) 9, 1, 14 except 10=346(LC 1), 11=309(LC 1), 13=342(LC 1), 15=522(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 7-10=-260/96, 5-13=-255/90, 2-15=-379/130 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 1-0-14 to 4-5-11, Interior(1) 4-5-11 to 27-3-8 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 2) All plates are 2x4 MT20 unless otherwise indicated. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 10, 11, 13, 14, 15. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050075-A Truss VC2 Truss Type Valley Qty 1 Ply 1 21B The Grove at Legacy-Roof Trusses Job Reference (optional) I33371469 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:11:37 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:FiN28T3u?DSc?c_llFPe?fzFebV-1JP2hicsW?ShuokZljHjF8?4efp4e3_n?W?zESzFcd4 Scale = 1:37.5 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 3x6 3x4 3x6 23-5-4 23-5-4 23-5-4 23-5-4 0- 0 - 4 6- 1 0 - 0 3.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.48 0.31 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 76 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 23-4-6. (lb) - Max Horz 1=215(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 8, 9, 11, 12, 13 Max Grav All reactions 250 lb or less at joint(s) 8, 1, 12 except 9=340(LC 1), 11=334(LC 1), 13=522(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-9=-256/92, 2-13=-378/130 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 1-0-14 to 4-5-11, Interior(1) 4-5-11 to 23-3-8 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 2) All plates are 2x4 MT20 unless otherwise indicated. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 9, 11, 12, 13. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050075-A Truss VC3 Truss Type Valley Qty 1 Ply 1 21B The Grove at Legacy-Roof Trusses Job Reference (optional) I33371470 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:11:37 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:FiN28T3u?DSc?c_llFPe?fzFebV-1JP2hicsW?ShuokZljHjF8?4cfp3e4kn?W?zESzFcd4 Scale = 1:31.0 1 2 3 4 5 6 11 10 9 8 7 12 13 14 15 3x6 3x4 3x6 19-5-4 19-5-4 19-5-4 19-5-4 0- 0 - 4 5- 8 - 0 3.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.48 0.31 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 59 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 19-4-6. (lb) - Max Horz 1=176(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 7, 8, 10, 11 Max Grav All reactions 250 lb or less at joint(s) 7, 1, 10 except 8=364(LC 1), 11=524(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-8=-272/91, 2-11=-380/130 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 1-0-14 to 4-5-11, Interior(1) 4-5-11 to 19-3-8 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 2) All plates are 2x4 MT20 unless otherwise indicated. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 8, 10, 11. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050075-A Truss VC4 Truss Type Valley Qty 1 Ply 1 21B The Grove at Legacy-Roof Trusses Job Reference (optional) I33371471 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:11:38 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:FiN28T3u?DSc?c_llFPe?fzFebV-WVzQv1dUHJbYWxJlIRoynLYFT39LNXMwEAlXmuzFcd3 Scale = 1:26.9 1 2 3 4 7 6 5 8 9 10 11 3x4 2x4 2x4 2x4 2x4 2x4 2x4 15-5-4 15-5-4 0- 0 - 4 4- 6 - 0 3.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.47 0.31 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 44 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-4-6. (lb) - Max Horz 1=138(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=267(LC 1), 7=518(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-7=-375/130 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 1-0-14 to 4-5-11, Interior(1) 4-5-11 to 15-3-8 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 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 6, 7. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050075-A Truss VC5 Truss Type Valley Qty 1 Ply 1 21B The Grove at Legacy-Roof Trusses Job Reference (optional) I33371472 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:11:38 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:FiN28T3u?DSc?c_llFPe?fzFebV-WVzQv1dUHJbYWxJlIRoynLYET38zNXGwEAlXmuzFcd3 Scale = 1:20.4 1 2 3 5 4 6 7 8 3x4 2x4 2x4 2x4 2x4 11-5-4 11-5-4 0- 0 - 4 3- 4 - 0 3.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.53 0.33 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=206/11-4-6, 4=74/11-4-6, 5=537/11-4-6 Max Horz 1=99(LC 6) Max Uplift 1=-9(LC 7), 4=-4(LC 6), 5=-64(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-402/149 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 1-0-14 to 4-5-11, Interior(1) 4-5-11 to 11-3-8 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 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 5. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050075-A Truss VC6 Truss Type Valley Qty 1 Ply 1 21B The Grove at Legacy-Roof Trusses Job Reference (optional) I33371473 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:11:39 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:FiN28T3u?DSc?c_llFPe?fzFebV-_hWo6Ne62djO85txs8JBKZ5NKTTt6?y4TqU4JKzFcd2 Scale = 1:14.0 1 2 3 4 5 6 2x4 2x4 2x4 7-5-4 7-5-4 0- 0 - 4 2- 2 - 0 3.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.65 0.42 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=249/7-4-6, 3=249/7-4-6 Max Horz 1=61(LC 6) Max Uplift 1=-17(LC 5), 3=-25(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 1-0-14 to 4-5-11, Interior(1) 4-5-11 to 7-3-8 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 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050075-A Truss VC7 Truss Type Valley Qty 1 Ply 1 21B The Grove at Legacy-Roof Trusses Job Reference (optional) I33371474 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:11:39 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:FiN28T3u?DSc?c_llFPe?fzFebV-_hWo6Ne62djO85txs8JBKZ5WFTZb6?y4TqU4JKzFcd2 Scale = 1:7.7 1 2 3 2x4 2x4 2x4 3-5-4 3-5-4 0- 0 - 4 1- 0 - 0 3.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.08 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=89/3-4-6, 3=89/3-4-6 Max Horz 1=22(LC 6) Max Uplift 1=-6(LC 5), 3=-9(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050075-A Truss VD1 Truss Type Valley Qty 1 Ply 1 21B The Grove at Legacy-Roof Trusses Job Reference (optional) I33371475 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:11:40 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:FiN28T3u?DSc?c_llFPe?fzFebV-St4AKjekpwrFlFS8QsqQsmdicttorSBDhUEernzFcd1 Scale = 1:9.7 1 2 3 2x4 3x6 2x4 0-0-6 0-0-6 4-2-7 4-2-1 2-1-4 2-1-4 4-2-7 2-1-4 0- 0 - 4 1- 4 - 1 3 0- 0 - 4 8.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.04 0.12 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 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 4-2-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=130/4-1-11, 3=130/4-1-11 Max Horz 1=-25(LC 5) Max Uplift 1=-11(LC 7), 3=-11(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050075-A Truss VDB Truss Type GABLE Qty 1 Ply 1 21B The Grove at Legacy-Roof Trusses Job Reference (optional) I33371476 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:11:40 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:FiN28T3u?DSc?c_llFPe?fzFebV-St4AKjekpwrFlFS8QsqQsmdiNtu7rSlDhUEernzFcd1 Scale = 1:17.6 1 2 3 4 5 876 9 10 2x4 4x5 2x4 2x4 2x4 2x4 2x4 2x4 7-8-7 7-8-7 3-10-4 3-10-4 7-8-7 3-10-4 0- 0 - 4 2- 6 - 1 3 0- 0 - 4 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.06 0.03 0.03 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: 23 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 7-8-7. (lb) - Max Horz 1=-52(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, 8, 6 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) 8, 6. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050075-A Truss VE1 Truss Type Valley Qty 1 Ply 1 21B The Grove at Legacy-Roof Trusses Job Reference (optional) I33371477 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:11:41 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:FiN28T3u?DSc?c_llFPe?fzFebV-w4eZX3fMaEz6NP1K_ZLfP_ArTGDDavuNw8zBNDzFcd0 Scale = 1:16.7 1 2 3 4 2x4 4x5 2x4 2x4 7-2-1 7-2-1 7-2-7 0-0-6 3-7-4 3-7-4 7-2-7 3-7-4 0- 0 - 4 2- 4 - 1 3 0- 0 - 4 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.17 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=136/7-1-11, 3=136/7-1-11, 4=227/7-1-11 Max Horz 1=48(LC 6) Max Uplift 1=-28(LC 7), 3=-28(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050075-A Truss VE2 Truss Type Valley Qty 1 Ply 1 21B The Grove at Legacy-Roof Trusses Job Reference (optional) I33371478 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:11:41 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:FiN28T3u?DSc?c_llFPe?fzFebV-w4eZX3fMaEz6NP1K_ZLfP_AtZGDZavRNw8zBNDzFcd0 Scale = 1:8.9 1 2 3 2x4 3x6 2x4 0-0-6 0-0-6 3-8-7 3-8-1 1-10-4 1-10-4 3-8-7 1-10-4 0- 0 - 4 1- 2 - 1 3 0- 0 - 4 8.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.03 0.09 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: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=110/3-7-11, 3=110/3-7-11 Max Horz 1=21(LC 6) Max Uplift 1=-9(LC 7), 3=-9(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 Job 18050075-A Truss VEB Truss Type GABLE Qty 1 Ply 1 21B The Grove at Legacy-Roof Trusses Job Reference (optional) I33371479 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:11:42 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:FiN28T3u?DSc?c_llFPe?fzFebV-OGCxkPg?LY5z?ZcWXGsuyBj1ngaWJMEW9ojkvfzFcd? Scale = 1:21.1 1 2 3 4 5 6 7 12 11 10 9 8 13 14 4x5 10-8-7 10-8-7 5-4-4 5-4-4 10-8-7 5-4-4 0- 0 - 4 3- 6 - 1 3 0- 0 - 4 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.07 0.04 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: 37 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 10-8-7. (lb) - Max Horz 1=-75(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 4-0-4, Interior(1) 4-0-4 to 5-4-4, Exterior(2) 5-4-4 to 8-9-0 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) 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. May 18,2018 Job 18050075-A Truss VG1 Truss Type Valley Qty 1 Ply 1 21B The Grove at Legacy-Roof Trusses Job Reference (optional) I33371480 8.210 s Feb 12 2018 MiTek Industries, Inc. Thu May 17 11:11:43 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:FiN28T3u?DSc?c_llFPe?fzFebV-sSmJylhd6rDqcjBj5_O7UPFB14vk2pOfNSSIS5zFcd_ Scale = 1:15.2 1 2 3 4 2x4 4x5 2x4 2x4 0-0-7 0-0-7 7-3-0 7-2-9 3-7-8 3-7-8 7-3-0 3-7-8 0- 0 - 4 2- 1 - 6 0- 0 - 4 7.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.16 0.10 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: 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=130/7-2-2, 3=130/7-2-2, 4=234/7-2-2 Max Horz 1=-42(LC 5) Max Uplift 1=-25(LC 7), 3=-25(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 18,2018 e d g e o f t r u s s . f r o m o u t s i d e " 1 6 / 1 - 0 P R O D U C T C O D E A P P R O V A L S J O I N T S A R E G E N E R A L L Y N U M B E R E D / L E T T E R E D C L O C K W I S E A R O U N D T H E T R U S S S T A R T I N G A T T H E J O I N T F A R T H E S T T O T H E L E F T . C H O R D S A N D W E B S A R E I D E N T I F I E D B Y E N D J O I N T N U M B E R S / L E T T E R S . W 4 - 6 W3-6 W 3 - 7 W2-7 W 1 - 7 C1-8 C 5 - 6 C 6 - 7 C 7 - 8 C4-5 C 3 - 4 C 2 - 3 C 1 - 2 TOP CHORD TOP CHORD 8 7 6 5 4 3 2 1 B O T T O M C H O R D S T O P C H O R D S B E A R I N G L A T E R A L B R A C I N G L O C A T I O N I n d i c a t e s l o c a t i o n w h e r e b e a r i n g s ( s u p p o r t s ) o c c u r . I c o n s v a r y b u t r e a c t i o n s e c t i o n i n d i c a t e s j o i n t n u m b e r w h e r e b e a r i n g s o c c u r . M i n s i z e s h o w n i s f o r c r u s h i n g o n l y . I n d i c a t e d b y s y m b o l s h o w n a n d / o r b y t e x t i n t h e b r a c i n g s e c t i o n o f t h e o u t p u t . U s e T o r I b r a c i n g i f i n d i c a t e d . T h e f i r s t d i m e n s i o n i s t h e p l a t e w i d t h m e a s u r e d p e r p e n d i c u l a r t o s l o t s . S e c o n d d i m e n s i o n i s t h e l e n g t h p a r a l l e l t o s l o t s . 4 x 4 P L A T E S I Z E T h i s s y m b o l i n d i c a t e s t h e r e q u i r e d d i r e c t i o n o f s l o t s i n c o n n e c t o r p l a t e s . " 1 6 / 1 F o r 4 x 2 o r i e n t a t i o n , l o c a t e p l a t e s 0 - C e n t e r p l a t e o n j o i n t u n l e s s x , y o f f s e t s a r e i n d i c a t e d . D i m e n s i o n s a r e i n f t - i n - s i x t e e n t h s . A p p l y p l a t e s t o b o t h s i d e s o f t r u s s a n d f u l l y e m b e d t e e t h . 1 " 4 / 3 P L A T E L O C A T I O N A N D O R I E N T A T I O N S y m b o l s N u m b e r i n g S y s t e m 1 . A d d i t i o n a l s t a b i l i t y b r a c i n g f o r t r u s s s y s t e m , e . g . d i a g o n a l o r X - b r a c i n g , i s a l w a y s r e q u i r e d . S e e B C S I . 2 . T r u s s b r a c i n g m u s t b e d e s i g n e d b y a n e n g i n e e r . F o r w i d e t r u s s s p a c i n g , i n d i v i d u a l l a t e r a l b r a c e s t h e m s e l v e s m a y r e q u i r e b r a c i n g , o r a l t e r n a t i v e T o r I b r a c i n g s h o u l d b e c o n s i d e r e d . 3 . N e v e r e x c e e d t h e d e s i g n l o a d i n g s h o w n a n d n e v e r s t a c k m a t e r i a l s o n i n a d e q u a t e l y b r a c e d t r u s s e s . 4 . P r o v i d e c o p i e s o f t h i s t r u s s d e s i g n t o t h e b u i l d i n g d e s i g n e r , e r e c t i o n s u p e r v i s o r , p r o p e r t y o w n e r a n d a l l o t h e r i n t e r e s t e d p a r t i e s . 5 . C u t m e m b e r s t o b e a r t i g h t l y a g a i n s t e a c h o t h e r . 6 . P l a c e p l a t e s o n e a c h f a c e o f t r u s s a t e a c h j o i n t a n d e m b e d f u l l y . K n o t s a n d w a n e a t j o i n t l o c a t i o n s a r e r e g u l a t e d b y A N S I / T P I 1 . 7 . D e s i g n a s s u m e s t r u s s e s w i l l b e s u i t a b l y p r o t e c t e d f r o m t h e e n v i r o n m e n t i n a c c o r d w i t h A N S I / T P I 1 . 8 . U n l e s s o t h e r w i s e n o t e d , m o i s t u r e c o n t e n t o f l u m b e r s h a l l n o t e x c e e d 1 9 % a t t i m e o f f a b r i c a t i o n . 9 . U n l e s s e x p r e s s l y n o t e d , t h i s d e s i g n i s n o t a p p l i c a b l e f o r u s e w i t h f i r e r e t a r d a n t , p r e s e r v a t i v e t r e a t e d , o r g r e e n l u m b e r . 1 0 . C a m b e r i s a n o n - s t r u c t u r a l c o n s i d e r a t i o n a n d i s t h e r e s p o n s i b i l i t y o f t r u s s f a b r i c a t o r . G e n e r a l p r a c t i c e i s t o c a m b e r f o r d e a d l o a d d e f l e c t i o n . 1 1 . P l a t e t y p e , s i z e , o r i e n t a t i o n a n d l o c a t i o n d i m e n s i o n s i n d i c a t e d a r e m i n i m u m p l a t i n g r e q u i r e m e n t s . 1 2 . L u m b e r u s e d s h a l l b e o f t h e s p e c i e s a n d s i z e , a n d i n a l l r e s p e c t s , e q u a l t o o r b e t t e r t h a n t h a t s p e c i f i e d . 1 3 . T o p c h o r d s m u s t b e s h e a t h e d o r p u r l i n s p r o v i d e d a t s p a c i n g i n d i c a t e d o n d e s i g n . 1 4 . B o t t o m c h o r d s r e q u i r e l a t e r a l b r a c i n g a t 1 0 f t . s p a c i n g , o r l e s s , i f n o c e i l i n g i s i n s t a l l e d , u n l e s s o t h e r w i s e n o t e d . 1 5 . C o n n e c t i o n s n o t s h o w n a r e t h e r e s p o n s i b i l i t y o f o t h e r s . 1 6 . D o n o t c u t o r a l t e r t r u s s m e m b e r o r p l a t e w i t h o u t p r i o r a p p r o v a l o f a n e n g i n e e r . 1 7 . I n s t a l l a n d l o a d v e r t i c a l l y u n l e s s i n d i c a t e d o t h e r w i s e . 1 8 . U s e o f g r e e n o r t r e a t e d l u m b e r m a y p o s e u n a c c e p t a b l e e n v i r o n m e n t a l , h e a l t h o r p e r f o r m a n c e r i s k s . C o n s u l t w i t h p r o j e c t e n g i n e e r b e f o r e u s e . 1 9 . R e v i e w a l l p o r t i o n s o f t h i s d e s i g n ( f r o n t , b a c k , w o r d s a n d p i c t u r e s ) b e f o r e u s e . R e v i e w i n g p i c t u r e s a l o n e i s n o t s u f f i c i e n t . 2 0 . D e s i g n a s s u m e s m a n u f a c t u r e i n a c c o r d a n c e w i t h A N S I / T P I 1 Q u a l i t y C r i t e r i a . F a i l u r e t o F o l l o w C o u l d C a u s e P r o p e r t y D a m a g e o r P e r s o n a l I n j u r y G e n e r a l S a f e t y N o t e s * P l a t e l o c a t i o n d e t a i l s a v a i l a b l e i n M i T e k 2 0 / 2 0 s o f t w a r e o r u p o n r e q u e s t . I n d u s t r y S t a n d a r d s : 6 - 4 - 8 d i m e n s i o n s s h o w n i n f t - i n - s i x t e e n t h s ( D r a w i n g s n o t t o s c a l e ) © 2 0 1 2 M i T e k ® A l l R i g h t s R e s e r v e d M i T e k E n g i n e e r i n g R e f e r e n c e S h e e t : M I I - 7 4 7 3 r e v . 1 0 / 0 3 / 2 0 1 5 W E B S e d g e o f t r u s s . f r o m o u t s i d e " 1 6 / 1 - 0 I C C - E S R e p o r t s : E S R - 1 3 1 1 , E S R - 1 3 5 2 , E S R 1 9 8 8 E R - 3 9 0 7 , E S R - 2 3 6 2 , E S R - 1 3 9 7 , E S R - 3 2 8 2 J O I N T S A R E G E N E R A L L Y N U M B E R E D / L E T T E R E D C L O C K W I S E A R O U N D T H E T R U S S S T A R T I N G A T T H E J O I N T F A R T H E S T T O T H E L E F T . C H O R D S A N D W E B S A R E I D E N T I F I E D B Y E N D J O I N T N U M B E R S / L E T T E R S . W 4 - 6 W3-6 W 3 - 7 W2-7 W 1 - 7 C1-8 C 5 - 6 C 6 - 7 C 7 - 8 C4-5 C 3 - 4 C 2 - 3 C 1 - 2 TOP CHORD TOP CHORD 8 7 6 5 4 3 2 1 B O T T O M C H O R D S T O P C H O R D S B E A R I N G I n d i c a t e s l o c a t i o n w h e r e b e a r i n g s ( s u p p o r t s ) o c c u r . I c o n s v a r y b u t r e a c t i o n s e c t i o n i n d i c a t e s j o i n t n u m b e r w h e r e b e a r i n g s o c c u r . 4 x 4 P L A T E S I Z E T h i s s y m b o l i n d i c a t e s t h e r e q u i r e d d i r e c t i o n o f s l o t s i n c o n n e c t o r p l a t e s . " 1 6 / 1 F o r 4 x 2 o r i e n t a t i o n , l o c a t e p l a t e s 0 - 1 " 4 / 3 P L A T E L O C A T I O N A N D O R I E N T A T I O N S y m b o l s N u m b e r i n g S y s t e m G e n e r a l S a f e t y N o t e s * P l a t e l o c a t i o n d e t a i l s a v a i l a b l e i n M i T e k 2 0 / 2 0 s o f t w a r e o r u p o n r e q u e s t . I n d u s t r y S t a n d a r d s : A N S I / T P I 1 : N a t i o n a l D e s i g n S p e c i f i c a t i o n f o r M e t a l P l a t e C o n n e c t e d W o o d T r u s s C o n s t r u c t i o n . D S B - 8 9 : D e s i g n S t a n d a r d f o r B r a c i n g . B C S I : B u i l d i n g C o m p o n e n t S a f e t y I n f o r m a t i o n , G u i d e t o G o o d P r a c t i c e f o r H a n d l i n g , I n s t a l l i n g & B r a c i n g o f M e t a l P l a t e C o n n e c t e d W o o d T r u s s e s . 6 - 4 - 8 d i m e n s i o n s s h o w n i n f t - i n - s i x t e e n t h s W E B S T r u s s e s a r e d e s i g n e d f o r w i n d l o a d s i n t h e p l a n e o f t h e t r u s s u n l e s s o t h e r w i s e s h o w n . L u m b e r d e s i g n v a l u e s a r e i n a c c o r d a n c e w i t h A N S I / T P I 1 s e c t i o n 6 . 3 T h e s e t r u s s d e s i g n s r e l y o n l u m b e r v a l u e s e s t a b l i s h e d b y o t h e r s .