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HomeMy WebLinkAboutM002.0Re: Liu, Xuegang Pages or sheets covered by this seal: I32629017 thru I32629077 My license renewal date for the state of Indiana is July 31, 2018. 18020076-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: 22B THE GROVE-Roof Trusses The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Carter Components-Pittsboro, IN. 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. March 7,2018 Job 18020076-A Truss A Truss Type ROOF SPECIAL Qty 4 Ply 1 22B THE GROVE-Roof Trusses Job Reference (optional) I32629017 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 07:42:25 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:6FGc3MZIneMrq5aI_RcweYzdQAg-vRlicDQSuPgbr01r9MdU1tXl1nFFE8hok2YYdKzdNYy Scale = 1:72.0 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 25 26 27 28 5x6 5x6 3x6 3x6 6x8 3x6 5x8 3x4 2x4 3x4 3x6 2x4 3x10 4x5 3x10 MT18H 5x8 6-3-8 6-3-8 10-10-14 4-7-6 13-10-12 2-11-15 18-11-12 5-1-0 20-9-0 1-9-4 27-7-4 6-10-4 35-6-0 7-10-12 -1-0-0 1-0-0 6-3-8 6-3-8 10-10-14 4-7-6 13-10-12 2-11-15 20-9-0 6-10-4 27-7-4 6-10-4 35-6-0 7-10-12 0-4-74-0-110-6-130-8-134.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-1-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.56 0.89 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.57 0.15 (loc) 15 11-13 10 l/defl >999 >750 n/a L/d 240 180 n/a PLATES MT20 MT18H Weight: 151 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-16: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF Stud *Except* 6-13,8-13,5-13: 2x4 SPF No.2 SLIDER Right 2x4 SPF Stud 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-13, 5-13 REACTIONS.(lb/size) 10=1412/Mechanical, 2=1488/0-3-8 Max Horz 2=257(LC 6) Max Uplift 10=-51(LC 8), 2=-111(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3548/191, 3-4=-3068/166, 4-5=-2552/169, 5-6=-1767/171, 6-8=-1497/177, 8-10=-2004/98 BOT CHORD 2-17=-240/3311, 15-17=-240/3311, 14-15=-163/2851, 13-14=-111/2118, 11-13=-2/1582, 10-11=-2/1582 WEBS 6-13=-82/1309, 4-15=-13/325, 8-13=-559/162, 3-15=-515/155, 8-11=0/324, 5-13=-1124/200, 5-14=-28/955, 4-14=-1167/82 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 2-6-10, Interior(1) 2-6-10 to 20-9-0, Exterior(2) 20-9-0 to 24-3-10 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 MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10 except (jt=lb) 2=111. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020076-A Truss A1 Truss Type COMMON Qty 1 Ply 1 22B THE GROVE-Roof Trusses Job Reference (optional) I32629018 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 07:42:25 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:6FGc3MZIneMrq5aI_RcweYzdQAg-vRlicDQSuPgbr01r9MdU1tXlcnLTECsok2YYdKzdNYy Scale = 1:65.3 1 2 3 4 5 6 7 8 14 13 12 11 10 9 19 20 21 22 4x5 5x6 3x6 3x6 5x6 3x4 3x6 3x4 3x6 3x10 3x6 2x4 3x4 2x4 4-10-14 4-10-14 12-10-0 7-11-2 14-9-0 1-11-0 21-5-8 6-8-8 29-6-0 8-0-8 4-10-14 4-10-14 8-0-8 3-1-11 14-9-0 6-8-8 21-5-8 6-8-8 29-6-0 8-0-8 2-4-74-0-110-6-130-8-134.00 12 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-MS 0.53 0.50 0.30 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.23 0.02 (loc) 9-11 9-11 8 l/defl >999 >874 n/a L/d 240 180 n/a PLATES MT20 Weight: 136 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 6-11,3-11,4-11: 2x4 SPF No.2 SLIDER Right 2x4 SPF Stud 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-11, 4-11 REACTIONS.All bearings 13-1-8 except (jt=length) 8=Mechanical. (lb) - Max Horz 14=241(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 8, 13, 14, 12 Max Grav All reactions 250 lb or less at joint(s) 14 except 8=685(LC 1), 13=272(LC 1), 11=821(LC 1), 11=821(LC 1), 12=336(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-8=-744/151 BOT CHORD 9-11=-24/595, 8-9=-24/595 WEBS 6-11=-615/158, 3-12=-278/107, 4-11=-291/6, 6-9=0/356 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 14-9-0, Exterior(2) 14-9-0 to 17-9-0 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) 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, 13, 14, 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. March 7,2018 Job 18020076-A Truss A2 Truss Type ROOF SPECIAL Qty 2 Ply 1 22B THE GROVE-Roof Trusses Job Reference (optional) I32629019 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 07:42:26 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:6FGc3MZIneMrq5aI_RcweYzdQAg-NdJ4pZR4fjoSSAc1i39ja54wJBeLzc6xyiI59mzdNYx Scale: 3/16"=1' 1 2 3 4 5 6 7 8 14 13 12 11 10 9 19 20 21 22 23 24 4x5 5x6 3x6 3x6 5x6 3x4 3x6 2x4 3x4 3x6 3x10 3x6 3x4 2x4 4-10-14 4-10-14 12-11-12 8-0-14 21-5-8 8-5-12 29-6-0 8-0-8 4-10-14 4-10-14 8-0-8 3-1-11 14-9-0 6-8-8 21-5-8 6-8-8 29-6-0 8-0-8 2-4-74-0-110-6-130-8-134.00 12 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-MS 0.53 0.65 0.49 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.22 0.02 (loc) 9-11 9-11 8 l/defl >999 >903 n/a L/d 240 180 n/a PLATES MT20 Weight: 136 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 6-11,3-11,4-11: 2x4 SPF No.2 SLIDER Right 2x4 SPF Stud 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-11, 4-11 REACTIONS.(lb/size) 8=635/Mechanical, 14=477/Mechanical, 11=1236/0-3-8 Max Horz 14=241(LC 7) Max Uplift 8=-79(LC 9), 14=-70(LC 6), 11=-17(LC 8) Max Grav 8=649(LC 14), 14=477(LC 1), 11=1236(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-448/102, 2-3=-337/159, 6-8=-693/144, 1-14=-432/93 BOT CHORD 12-13=-101/383, 11-12=-88/268, 9-11=-18/558, 8-9=-18/558 WEBS 6-11=-678/159, 1-13=-57/374, 3-11=-491/165, 6-9=0/386, 4-11=-400/2 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 3-1-12, Interior(1) 3-1-12 to 14-9-0, Exterior(2) 14-9-0 to 17-9-0 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) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 14, 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. March 7,2018 Job 18020076-A Truss A3 Truss Type ROOF SPECIAL Qty 1 Ply 1 22B THE GROVE-Roof Trusses Job Reference (optional) I32629020 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 07:42:27 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:6FGc3MZIneMrq5aI_RcweYzdQAg-rqtT1vSiQ1wJ4KBDGmgy6Ic5Db?qi285BM1fhCzdNYw Scale: 3/16"=1' 1 2 3 4 5 6 7 8 14 13 12 11 10 9 19 20 21 22 23 24 4x5 4x5 3x6 3x6 5x8 3x4 3x6 3x10 3x6 2x4 3x10 4x5 3x4 2x4 4-10-14 4-10-14 12-11-12 8-0-14 14-9-0 1-9-4 21-5-8 6-8-8 29-6-0 8-0-8 4-10-14 4-10-14 8-0-8 3-1-11 14-9-0 6-8-8 21-5-8 6-8-8 29-6-0 8-0-8 2-4-74-0-110-6-130-8-134.00 12 8.00 12 Plate Offsets (X,Y)-- [13:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.52 0.63 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.37 0.06 (loc) 9-11 9-11 8 l/defl >999 >954 n/a L/d 240 180 n/a PLATES MT20 Weight: 136 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 6-11,3-11,4-11: 2x4 SPF No.2 SLIDER Right 2x4 SPF Stud 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-11 REACTIONS.(lb/size) 8=1174/Mechanical, 14=1174/Mechanical Max Horz 14=241(LC 7) Max Uplift 8=-50(LC 9), 14=-50(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1371/76, 2-3=-1474/114, 3-4=-1244/150, 4-6=-1085/156, 6-8=-1610/95, 1-14=-1125/75 BOT CHORD 12-13=-80/1274, 11-12=-64/1217, 9-11=0/1264, 8-9=0/1264 WEBS 6-11=-632/162, 3-11=-442/164, 1-13=-16/1330, 2-13=-477/62, 6-9=0/367, 4-11=-55/786 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 3-1-12, Interior(1) 3-1-12 to 14-9-0, Exterior(2) 14-9-0 to 17-9-0 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) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 14. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020076-A Truss A4 Truss Type COMMON Qty 1 Ply 1 22B THE GROVE-Roof Trusses Job Reference (optional) I32629021 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 07:42:28 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:6FGc3MZIneMrq5aI_RcweYzdQAg-J0RrEFSKBK2AiUmQqUBBfW9HO_LbRWXEQ0nCDfzdNYv Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 13 12 11 10 22 23 24 25 26 27 28 3x6 4x5 3x6 3x6 5x8 3x4 3x10 3x6 2x4 5x8 3x4 3x6 2x4 7-10-12 7-10-12 12-11-12 5-1-0 21-7-4 8-7-8 29-6-0 7-10-12 7-10-12 7-10-12 14-9-0 6-10-4 21-7-4 6-10-4 29-6-0 7-10-12 0-8-1310-6-130-8-138.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.49 0.60 0.50 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.39 0.07 (loc) 10-12 10-12 9 l/defl >999 >915 n/a L/d 240 180 n/a PLATES MT20 Weight: 123 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 7-10,3-13: 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 2-0-0, Right 2x4 SPF Stud 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-12 REACTIONS.(lb/size) 9=1180/Mechanical, 1=1180/Mechanical Max Horz 1=229(LC 7) Max Uplift 9=-50(LC 9), 1=-50(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1608/105, 3-5=-1262/155, 5-7=-1094/158, 7-9=-1643/96 BOT CHORD 1-13=-78/1260, 12-13=-78/1260, 10-12=0/1298, 9-10=0/1298 WEBS 5-12=-68/843, 7-12=-632/162, 7-10=0/369, 3-12=-495/179 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 14-9-0, Exterior(2) 14-9-0 to 17-9-0 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) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) 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. March 7,2018 Job 18020076-A Truss A5 Truss Type COMMON Qty 6 Ply 1 22B THE GROVE-Roof Trusses Job Reference (optional) I32629022 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 07:42:28 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:6FGc3MZIneMrq5aI_RcweYzdQAg-J0RrEFSKBK2AiUmQqUBBfW9Gb_KSRVmEQ0nCDfzdNYv Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 13 12 11 10 22 23 24 25 26 27 28 3x6 4x5 3x6 3x6 5x6 3x4 3x10 3x6 2x4 5x6 3x4 3x6 2x4 7-10-12 7-10-12 12-11-12 5-1-0 21-7-4 8-7-8 29-6-0 7-10-12 7-10-12 7-10-12 14-9-0 6-10-4 21-7-4 6-10-4 29-6-0 7-10-12 0-8-1310-6-130-8-138.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.54 0.67 0.55 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.26 0.04 (loc) 10-12 10-12 1 l/defl >999 >754 n/a L/d 240 180 n/a PLATES MT20 Weight: 123 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 7-10,3-13: 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 2-0-0, Right 2x4 SPF Stud 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12, 7-12 REACTIONS.(lb/size) 9=757/Mechanical, 12=963/0-3-8, 1=640/Mechanical Max Horz 1=-229(LC 6) Max Uplift 9=-92(LC 9), 1=-93(LC 8) Max Grav 9=757(LC 1), 12=1010(LC 2), 1=640(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-660/177, 3-5=-336/248, 5-7=-358/216, 7-9=-866/166 BOT CHORD 1-13=-136/528, 12-13=-136/528, 10-12=-37/696, 9-10=-37/696 WEBS 7-12=-675/157, 7-10=0/387, 3-12=-544/174, 3-13=0/260 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 14-9-0, Exterior(2) 14-9-0 to 17-9-0 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) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) 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. March 7,2018 Job 18020076-A Truss AB Truss Type GABLE Qty 1 Ply 1 22B THE GROVE-Roof Trusses Job Reference (optional) I32629023 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 07:42:30 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:6FGc3MZIneMrq5aI_RcweYzdQAg-GPZbfxUajyIuxnwoxvDfkxEf8o7PvWQXtKGJIXzdNYt Scale = 1:66.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 53 3x6 3x6 5x6 3x6 3x6 5x6 3x6 35-6-0 35-6-0 10-10-14 10-10-14 20-9-0 9-10-2 35-6-0 14-9-0 0-4-74-0-110-6-130-8-134.00 12 8.00 12 Plate Offsets (X,Y)-- [27:0-1-3,0-1-12], [27:Edge,0-3-8], [28:0-0-0,0-1-12], [38:0-3-0,0-3-0] 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 0.28 0.19 0.09 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: 223 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 35-6-0. (lb) - Max Horz 1=260(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 28, 40, 41, 42, 43, 44, 45, 46, 47, 48, 50, 51, 52, 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, 44, 45, 46, 47, 48, 50, 51, 38, 37, 36, 35, 34, 33, 32, 31, 30, 29 except 52=436(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-52=-309/194 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 3-6-10, Exterior(2) 3-6-10 to 20-9-0, Corner(3) 20-9-0 to 24-3-10 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, 28, 40, 41, 42, 43, 44, 45, 46, 47, 48, 50, 51, 52, 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. March 7,2018 Job 18020076-A Truss AB5 Truss Type GABLE Qty 1 Ply 1 22B THE GROVE-Roof Trusses Job Reference (optional) I32629024 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 07:42:32 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:6FGc3MZIneMrq5aI_RcweYzdQAg-CngM4cWrFZYcA53B3KG7pMKxgckzNJXqLelQMQzdNYr Scale = 1:65.2 1 2 3 4 5 6 7 8 9 21 20 19 18 17 16 15 14 13 12 11 10 44 45 54 55 56 57 3x6 4x5 3x6 5x8 3x4 3x10 5x8 3x10 3x4 5x8 3x4 3x4 5x6 3x4 3x10 7-10-12 7-10-12 12-10-0 4-11-4 21-7-4 8-9-4 29-6-0 7-10-12 7-10-12 7-10-12 14-9-0 6-10-4 21-7-4 6-10-4 29-6-0 7-10-12 0-8-1410-6-140-8-148.00 12 Plate Offsets (X,Y)-- [1:0-4-11,Edge], [3:0-4-0,0-4-4], [5:0-2-8,Edge], [7:0-4-0,0-4-0], [18:0-3-0,0-3-0] 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-MS 0.54 0.50 0.56 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.22 0.04 (loc) 21-52 21-52 1 l/defl >999 >703 n/a L/d 240 180 n/a PLATES MT20 Weight: 214 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 7-14,3-21,19-45: 2x4 SPF Stud OTHERS 2x4 SPF Stud *Except* 25-26,32-33: 2x4 SPF No.2 SLIDER Left 2x4 SPF Stud 2-0-0, Right 2x4 SPF Stud 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-20, 7-45, 44-45 JOINTS 1 Brace at Jt(s): 45 REACTIONS.All bearings 16-8-0 except (jt=length) 1=0-3-8. (lb) - Max Horz 1=-229(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 9, 20, 1, 14, 11, 10 Max Grav All reactions 250 lb or less at joint(s) 17, 16, 15, 13, 12, 11, 10, 19 except 9=377(LC 1), 20=578(LC 1), 20=578(LC 1), 1=660(LC 1), 14=326(LC 1), 9=377(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-698/164, 3-5=-362/223, 5-7=-369/219, 7-9=-426/295 BOT CHORD 1-21=-136/558, 20-21=-136/559, 19-20=-65/324, 17-19=-65/324, 16-17=-65/324, 15-16=-65/324, 14-15=-65/324, 13-14=-65/325, 12-13=-65/325, 11-12=-65/325, 10-11=-65/325, 9-10=-65/325 WEBS 7-14=-297/62, 3-20=-558/165, 3-21=0/298 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 14-9-0, Exterior(2) 14-9-0 to 17-9-0 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 20, 1, 14, 11, 10, 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. March 7,2018 Job 18020076-A Truss AB6 Truss Type GABLE Qty 1 Ply 1 22B THE GROVE-Roof Trusses Job Reference (optional) I32629025 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 07:42:33 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:6FGc3MZIneMrq5aI_RcweYzdQAg-g_EkHyWT0tgToFeNd1nMMZsDh?Br6u3zZIUzvszdNYq Scale = 1:31.3 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 13-1-8 13-1-8 -1-0-0 1-0-0 6-6-12 6-6-12 13-1-8 6-6-12 14-1-8 1-0-0 0-8-135-1-50-8-138.00 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: 66 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 1-4-4, Right 2x4 SPF Stud 1-4-4 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 13-1-8. (lb) - Max Horz 2=112(LC 6) 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 2-0-0, Exterior(2) 2-0-0 to 6-6-12, Corner(3) 6-6-12 to 9-6-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) 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. March 7,2018 Job 18020076-A Truss B Truss Type FINK Qty 5 Ply 1 22B THE GROVE-Roof Trusses Job Reference (optional) I32629026 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 07:42:34 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:6FGc3MZIneMrq5aI_RcweYzdQAg-8Ao6VIX5nAoKQPDaAlIbunPGZPLKrIJ7oyEWRJzdNYp Scale = 1:51.9 1 2 3 4 5 6 7 8 9 12 11 10 13 14 15 16 6x8 3x6 3x6 4x6 3x6 3x6 2x4 3x6 2x4 6x8 10-3-8 10-3-8 20-1-0 9-9-8 30-4-8 10-3-8 -1-0-0 1-0-0 7-7-5 7-7-5 15-2-4 7-6-15 22-9-3 7-6-15 30-4-8 7-7-5 31-4-8 1-0-0 0-6-108-1-120-6-106.00 12 Plate Offsets (X,Y)-- [2:0-0-13,0-0-6], [2:0-6-4,0-0-13], [8:0-0-13,0-0-6], [8:0-6-4,0-0-13] 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-S 0.64 0.83 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.29 -0.80 0.09 (loc) 8-10 8-10 8 l/defl >999 >451 n/a L/d 240 180 n/a PLATES MT20 Weight: 109 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-12,7-10: 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud, Right: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=1272/0-3-8, 8=1272/0-3-8 Max Horz 2=-80(LC 8) Max Uplift 2=-95(LC 7), 8=-95(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2040/133, 3-5=-1800/149, 5-7=-1800/150, 7-8=-2040/133 BOT CHORD 2-12=-110/1737, 10-12=0/1162, 8-10=-29/1737 WEBS 3-12=-426/199, 5-12=-48/671, 5-10=-48/671, 7-10=-426/199 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-7, Interior(1) 2-0-7 to 15-2-4, Exterior(2) 15-2-4 to 18-2-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020076-A Truss B1 Truss Type Monopitch Qty 7 Ply 1 22B THE GROVE-Roof Trusses Job Reference (optional) I32629027 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 07:42:34 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:6FGc3MZIneMrq5aI_RcweYzdQAg-8Ao6VIX5nAoKQPDaAlIbunPIXPRhrDW7oyEWRJzdNYp Scale = 1:37.5 1 2 3 45 7 6 8 9 2x4 3x4 3x10 3x4 2x4 3x4 5-9-8 5-9-8 11-9-12 6-0-4 -1-0-0 1-0-0 5-9-8 5-9-8 11-9-12 6-0-4 11-11-8 0-1-12 0-6-106-6-66-2-00-3-86-6-66.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-14], [2:0-2-11,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-P 0.45 0.42 0.53 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.09 0.01 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 48 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=533/0-3-8, 6=463/0-1-8 Max Horz 2=197(LC 6) Max Uplift 2=-51(LC 7), 6=-69(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-653/40 BOT CHORD 2-7=-125/513, 6-7=-125/513 WEBS 3-7=0/286, 3-6=-582/112 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 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. March 7,2018 Job 18020076-A Truss B2 Truss Type Roof Special Qty 2 Ply 1 22B THE GROVE-Roof Trusses Job Reference (optional) I32629028 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 07:42:35 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:6FGc3MZIneMrq5aI_RcweYzdQAg-cMMUieYjYUwB1ZomkSpqR_xRbphtakKG1bz4zlzdNYo Scale = 1:49.7 1 2 3 4 5 6 8 710 9 11 12 13 4x6 5x6 3x6 3x4 5x10 4x5 3x6 3x6 2x4 5x6 3x10 3x6 3x6 0-3-8 0-3-8 8-0-12 7-9-4 18-4-4 10-3-8 3-2-0 3-2-0 10-8-15 7-6-15 18-4-4 7-7-5 19-4-4 1-0-0 6-6-128-1-120-6-100-11-146.00 12 Plate Offsets (X,Y)-- [5:0-2-11,Edge], [5:0-0-0,0-1-10], [7:0-5-0,0-3-4], [9:0-0-8,2-1-9], [10:0-2-8,0-2-9] 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 0.62 0.81 0.30 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.27 -0.73 0.01 (loc) 5-7 5-7 5 l/defl >791 >296 n/a L/d 240 180 n/a PLATES MT20 Weight: 90 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 2-7,7-9: 2x4 SPF No.2 OTHERS 2x4 SPF Stud WEDGE Right: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-3-11 oc bracing. REACTIONS.(lb/size) 5=794/0-3-8, 11=697/0-3-4 Max Horz 11=-221(LC 5) Max Uplift 5=-80(LC 8), 11=-53(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-797/119, 4-5=-1042/102, 1-9=-80/645 BOT CHORD 5-7=-2/861 WEBS 2-7=-71/550, 2-9=-548/124, 4-7=-449/200, 7-9=-39/328, 1-11=-698/83 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-5-4 to 6-2-0, Interior(1) 6-2-0 to 19-4-4 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) 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 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 capable of withstanding 100 lb uplift at joint(s) 5, 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. March 7,2018 Job 18020076-A Truss BG Truss Type COMMON GIRDER Qty 1 Ply 3 22B THE GROVE-Roof Trusses Job Reference (optional) I32629029 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 07:42:36 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:6FGc3MZIneMrq5aI_RcweYzdQAg-4Zwsv_ZLIo22fiNyI9K3_CUZ0D0lJ6kPGFjdWBzdNYn Scale = 1:57.2 1 2 3 4 5 6 7 10 9 81112 13 14 15 16 17 18 19 20 21 22 23 24 3x6 9x10 MT18H 3x6 6x8 5x12 10x12 2x4 10x12 2x4 5x12 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 10-3-8 10-3-8 15-2-4 4-10-12 20-1-0 4-10-12 30-4-8 10-3-8 7-7-5 7-7-5 15-2-4 7-6-15 22-9-3 7-6-15 30-4-8 7-7-5 0-6-108-1-120-6-106.00 12 Plate Offsets (X,Y)-- [1:0-1-5,0-2-5], [4:0-7-0,0-1-12], [7:0-1-5,0-2-5], [8:0-6-0,0-5-8], [10:0-6-0,0-5-8] 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 0.77 0.77 0.61 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.26 -0.63 0.07 (loc) 7-8 7-8 7 l/defl >999 >570 n/a L/d 240 180 n/a PLATES MT20 MT18H Weight: 487 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF Stud *Except* 4-10,4-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 7=9239/0-3-8, 1=8501/0-3-8 Max Horz 1=-75(LC 11) Max Uplift 7=-607(LC 6), 1=-787(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-13506/1166, 2-4=-13286/1178, 4-6=-13958/1096, 6-7=-14181/1084 BOT CHORD 1-10=-1035/11924, 8-10=-580/8367, 7-8=-890/12533 WEBS 2-10=-256/246, 4-10=-640/6372, 4-8=-504/7487, 6-8=-272/244 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 3 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) 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) All plates are MT20 plates unless otherwise indicated. 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) except (jt=lb) 7=607, 1=787. 8) Use USP HUS26 (With 16d nails into Girder & 16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 0-6-0 from the left end to 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 Uniform Loads (plf) Vert: 1-4=-60, 4-7=-60, 1-7=-20 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020076-A Truss BG Truss Type COMMON GIRDER Qty 1 Ply 3 22B THE GROVE-Roof Trusses Job Reference (optional) I32629029 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 07:42:36 2018 Page 2 Carter Components, Franklin, IN - 46131, ID:6FGc3MZIneMrq5aI_RcweYzdQAg-4Zwsv_ZLIo22fiNyI9K3_CUZ0D0lJ6kPGFjdWBzdNYn LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 10=-832(B) 11=-838(B) 12=-832(B) 13=-832(B) 14=-832(B) 15=-832(B) 16=-1350(B) 17=-1319(B) 18=-718(B) 19=-718(B) 20=-665(B) 21=-1392(B) 22=-1392(B) 23=-1392(B) 24=-1392(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 18020076-A Truss C Truss Type QUEENPOST Qty 3 Ply 1 22B THE GROVE-Roof Trusses Job Reference (optional) I32629030 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 07:42:37 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:6FGc3MZIneMrq5aI_RcweYzdQAg-ZlUF7KZz35BuHsy8strIWP1qLdLc2fpZUvSB2dzdNYm Scale = 1:37.4 1 2 3 4 5 6 7 8 9 10 11 5x6 3x10 4x5 5x12 2x4 2x4 5x6 3x10 10-3-8 10-3-8 20-7-0 10-3-8 5-5-5 5-5-5 10-3-8 4-10-3 15-1-11 4-10-3 20-7-0 5-5-5 21-7-0 1-0-0 0-6-105-8-60-6-106.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-1-10], [1:0-2-12,Edge], [5:0-2-12,Edge], [5:Edge,0-1-10], [7:0-6-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.41 0.86 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.62 0.04 (loc) 1-7 1-7 5 l/defl >999 >392 n/a L/d 240 180 n/a PLATES MT20 Weight: 71 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud, Right: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=810/0-3-8, 5=882/0-3-8 Max Horz 1=-62(LC 9) Max Uplift 1=-39(LC 8), 5=-76(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1292/110, 2-3=-987/74, 3-4=-987/67, 4-5=-1287/104 BOT CHORD 1-7=-87/1090, 5-7=-31/1083 WEBS 2-7=-338/157, 3-7=0/583, 4-7=-330/150 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 10-3-8, Exterior(2) 10-3-8 to 13-3-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020076-A Truss CB Truss Type GABLE Qty 1 Ply 1 22B THE GROVE-Roof Trusses Job Reference (optional) I32629031 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 07:42:38 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:6FGc3MZIneMrq5aI_RcweYzdQAg-1x1dKgacqPJlu0XLPaMX3dZ4Q0ufn95ijZCka4zdNYl Scale = 1:39.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 30 29 28 27 26 25 24 23 22 21 20 19 18 31 32 4x5 3x4 3x10 5x6 3x4 3x10 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 0-6-105-8-60-6-106.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-14], [2:0-2-12,Edge], [16:0-2-12,Edge], [16:0-0-0,0-0-14], [24:0-3-0,0-3-0] 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 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 17 17 16 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 98 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud, Right: 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 20-7-0. (lb) - Max Horz 2=-57(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 25, 26, 27, 28, 29, 30, 23, 16, 22, 21, 20, 19, 18 Max Grav All reactions 250 lb or less at joint(s) 2, 24, 25, 26, 27, 28, 29, 30, 23, 16, 22, 21, 20, 19, 18 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Corner(3) -1-0-0 to 2-3-8, Exterior(2) 2-3-8 to 10-3-8, Corner(3) 10-3-8 to 13-3-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 25, 26, 27, 28, 29, 30, 23, 16, 22, 21, 20, 19, 18. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020076-A Truss CG Truss Type Common Girder Qty 1 Ply 2 22B THE GROVE-Roof Trusses Job Reference (optional) I32629032 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 07:42:39 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:6FGc3MZIneMrq5aI_RcweYzdQAg-V8b?Y0bEbjRcWA6XzIumbq68IQ7pWNqsyDxH6WzdNYk Scale = 1:38.0 1 2 3 4 5 8 7 69 10 11 12 13 14 15 16 17 5x10 4x6 5x10 5x6 8x10 5x6 3x6 3x6 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 5-5-5 5-5-5 10-3-8 4-10-3 15-1-11 4-10-3 20-7-0 5-5-5 5-5-5 5-5-5 10-3-8 4-10-3 15-1-11 4-10-3 20-7-0 5-5-5 0-6-105-8-60-6-106.00 12 Plate Offsets (X,Y)-- [1:0-1-4,0-2-5], [5:0-1-4,0-2-5], [7:0-5-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.58 0.49 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.29 0.06 (loc) 6-7 6-7 5 l/defl >999 >840 n/a L/d 240 180 n/a PLATES MT20 Weight: 196 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=4669/0-3-8, 5=4218/0-3-8 Max Horz 1=-52(LC 11) Max Uplift 1=-566(LC 5), 5=-427(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-7394/865, 2-3=-5459/595, 3-4=-5458/595, 4-5=-7979/757 BOT CHORD 1-8=-757/6448, 7-8=-757/6448, 6-7=-612/6944, 5-6=-612/6944 WEBS 2-7=-1887/373, 3-7=-454/4527, 4-7=-2456/264, 2-8=-224/1695, 4-6=-119/2260 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 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=566, 5=427. 7) Use USP HUS26 (With 16d nails into Girder & 16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 0-6-0 from the left end to 18-6-0 to connect truss(es) to front face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 1-5=-20 Concentrated Loads (lb) Vert: 7=-646(F) 9=-652(F) 10=-646(F) 11=-646(F) 12=-646(F) 13=-646(F) 14=-1308(F) 15=-1215(F) 16=-429(F) 17=-429(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. March 7,2018 Job 18020076-A Truss CJ1 Truss Type Jack-Closed Qty 3 Ply 1 22B THE GROVE-Roof Trusses Job Reference (optional) I32629033 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 07:42:39 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:6FGc3MZIneMrq5aI_RcweYzdQAg-V8b?Y0bEbjRcWA6XzIumbq6E7QDUWc1syDxH6WzdNYk Scale = 1:12.9 1 2 3 4 5 2x4 3x6 3x4 3x4 2-8-1 2-8-1 -1-5-0 1-5-0 2-8-1 2-8-1 0-8-131-11-151-8-70-3-81-11-155.66 12 Plate Offsets (X,Y)-- [2:0-4-3,0-0-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.14 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 2-5 2-5 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x6 SPF No.2 SLIDER Left 2x4 SPF Stud 1-7-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=207/0-4-9, 5=73/0-1-8 Max Horz 2=54(LC 6) Max Uplift 2=-58(LC 7), 5=-9(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020076-A Truss D Truss Type COMMON Qty 6 Ply 1 22B THE GROVE-Roof Trusses Job Reference (optional) I32629034 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 07:42:41 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:6FGc3MZIneMrq5aI_RcweYzdQAg-RWjlzhdU7KhKmUGw5jwEhFBYeEoL_TN9PXQOBPzdNYi Scale = 1:41.4 1 2 3 4 5 6 7 8 9 18 19 20 21 5x8 3x4 5x10 4x5 2x4 2x4 5x8 3x4 9-2-4 9-2-4 18-4-8 9-2-4 4-9-10 4-9-10 9-2-4 4-4-9 13-6-13 4-4-10 18-4-8 4-9-11 19-4-8 1-0-0 0-8-136-10-50-8-138.00 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=-31(LC 7), 7=-63(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-878/82, 3-4=-733/83, 4-5=-732/84, 5-7=-894/80 BOT CHORD 1-9=-50/731, 7-9=0/726 WEBS 4-9=-10/506, 3-9=-255/130 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) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 9-2-4, Exterior(2) 9-2-4 to 12-2-4 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) 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. March 7,2018 Job 18020076-A Truss D1 Truss Type HIP Qty 1 Ply 1 22B THE GROVE-Roof Trusses Job Reference (optional) I32629035 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 07:42:43 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:6FGc3MZIneMrq5aI_RcweYzdQAg-NvrWNNekfxx2?nPIC8yimgHsI1UASO8RtrvVFHzdNYg Scale = 1:36.5 1 2 3 4 5 6 7 8 11 10 9 20 21 22 23 5x8 5x6 5x6 3x4 3x6 2x4 3x4 5x6 3x4 7-11-12 7-11-12 10-4-12 2-5-0 18-4-8 7-11-12 -1-0-0 1-0-0 7-11-12 7-11-12 10-4-12 2-5-0 18-4-8 7-11-12 19-4-8 1-0-0 0-8-135-10-136-0-100-8-135-10-138.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-9], [5:0-3-0,0-2-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.45 0.46 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.09 -0.23 0.05 (loc) 11-14 11-14 2 l/defl >999 >963 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 5-8-7 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=795/0-3-8, 7=795/0-3-8 Max Horz 2=124(LC 6) Max Uplift 2=-59(LC 7), 7=-59(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-835/79, 4-5=-628/111, 5-7=-836/79 BOT CHORD 2-11=0/631, 9-11=0/628, 7-9=0/631 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 7-11-12, Exterior(2) 7-11-12 to 10-4-12, Interior(1) 14-7-11 to 19-4-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 7. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020076-A Truss D2 Truss Type HIP Qty 1 Ply 1 22B THE GROVE-Roof Trusses Job Reference (optional) I32629036 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 07:42:44 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:6FGc3MZIneMrq5aI_RcweYzdQAg-r5PubjfMQF3vdx_VmrTxIup1kRsnBrkb5Vf2ojzdNYf Scale = 1:33.7 1 2 3 4 5 6 7 8 11 10 9 20 21 22 23 5x8 5x6 5x6 3x4 3x6 2x4 3x4 5x6 3x4 5-11-12 5-11-12 12-4-12 6-5-0 18-4-8 5-11-12 -1-0-0 1-0-0 5-11-12 5-11-12 12-4-12 6-5-0 18-4-8 5-11-12 19-4-8 1-0-0 0-8-134-6-134-8-100-8-134-6-138.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-9], [5:0-3-0,0-2-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.40 0.38 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.13 0.03 (loc) 9-11 9-11 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 70 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 4-9: 2x4 SPF No.2 SLIDER Left 2x4 SPF Stud 2-0-0, Right 2x4 SPF Stud 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-15 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=795/0-3-8, 7=795/0-3-8 Max Horz 2=93(LC 6) Max Uplift 2=-51(LC 7), 7=-51(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-928/74, 4-5=-716/102, 5-7=-928/75 BOT CHORD 2-11=-44/720, 9-11=-46/716, 7-9=0/721 WEBS 4-11=0/251, 5-9=0/251 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-11-12, Exterior(2) 5-11-12 to 16-7-11, Interior(1) 16-7-11 to 19-4-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 7. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020076-A Truss D3 Truss Type HIP Qty 1 Ply 1 22B THE GROVE-Roof Trusses Job Reference (optional) I32629037 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 07:42:44 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:6FGc3MZIneMrq5aI_RcweYzdQAg-r5PubjfMQF3vdx_VmrTxIup34Rl_Bnpb5Vf2ojzdNYf Scale = 1:33.7 1 2 3 4 5 6 7 8 9 12 11 10 21 22 23 24 5x6 5x6 5x6 3x4 3x10 MT18H3x4 3x4 3x4 5x6 3x4 3-11-12 3-11-12 14-4-12 10-5-0 18-4-8 3-11-12 -1-0-0 1-0-0 3-11-12 3-11-12 9-2-4 5-2-8 14-4-12 5-2-8 18-4-8 3-11-12 19-4-8 1-0-0 0-8-133-2-133-4-100-8-133-2-138.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-2-3], [6:0-3-0,0-2-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.32 0.81 0.35 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.29 -0.76 0.05 (loc) 10-12 10-12 8 l/defl >760 >289 n/a L/d 240 180 n/a PLATES MT20 MT18H Weight: 71 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 2-0-0, Right 2x4 SPF Stud 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-4 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. 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=62(LC 6) Max Uplift 2=-40(LC 7), 8=-40(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1026/75, 4-5=-799/62, 5-6=-799/62, 6-8=-1026/74 BOT CHORD 2-12=-59/815, 10-12=-164/1149, 8-10=0/815 WEBS 4-12=0/435, 5-12=-440/189, 5-10=-440/189, 6-10=0/435 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-11-12, Exterior(2) 3-11-12 to 18-4-8, Interior(1) 18-4-8 to 19-4-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020076-A Truss D4 Truss Type HIP Qty 1 Ply 1 22B THE GROVE-Roof Trusses Job Reference (optional) I32629038 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 07:42:45 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:6FGc3MZIneMrq5aI_RcweYzdQAg-KHzGo3g?BZBmE5ZhKY_Ar5MDQrBnwIukK9OcKAzdNYe Scale = 1:34.3 1 2 3 4 5 6 7 10 9 8 19 20 21 5x8 3x4 5x8 5x6 3x6 2x4 3x4 3x10 3x4 7-2-0 7-2-0 11-2-8 4-0-8 18-4-8 7-2-0 7-2-0 7-2-0 11-2-8 4-0-8 18-4-8 7-2-0 19-4-8 1-0-0 0-8-135-4-55-6-20-8-135-4-58.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-1-9], [4:0-3-0,0-2-3], [6:0-4-10,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.34 0.39 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.07 -0.15 0.03 (loc) 10-13 10-13 1 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 70 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 5-10-11 oc purlins, except 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) 1=733/Mechanical, 6=797/0-3-8 Max Horz 1=-120(LC 5) Max Uplift 1=-24(LC 7), 6=-56(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-831/86, 3-4=-659/114, 4-6=-881/84 BOT CHORD 1-10=-12/666, 8-10=-13/662, 6-8=0/663 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 7-2-0, Exterior(2) 7-2-0 to 11-2-8, Interior(1) 15-5-7 to 19-4-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 6. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020076-A Truss D5 Truss Type ROOF SPECIAL Qty 1 Ply 1 22B THE GROVE-Roof Trusses Job Reference (optional) I32629039 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 07:42:46 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:6FGc3MZIneMrq5aI_RcweYzdQAg-oUWe0PgdysJdsF8ttGWPOJvO?FXMfhbuZp89sczdNYd Scale = 1:33.6 1 2 3 4 5 6 7 8 11 10 9 20 21 22 23 24 5x8 3x4 4x5 5x6 5x8 3x6 5x8 2x4 5x6 3x4 7-6-0 7-6-0 12-6-0 5-0-0 18-4-8 5-10-8 6-8-4 6-8-4 7-6-0 0-9-12 12-6-0 5-0-0 18-4-8 5-10-8 19-4-8 1-0-0 0-8-134-6-05-2-50-8-134-6-08.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-2-3], [5:0-4-0,0-1-9] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.29 0.43 0.33 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.06 -0.16 0.03 (loc) 11-14 11-14 1 l/defl >999 >999 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 5-8-3 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=733/0-3-8, 7=797/0-3-8 Max Horz 1=-114(LC 5) Max Uplift 1=-22(LC 7), 7=-78(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-832/79, 3-4=-920/97, 4-5=-795/88, 5-7=-921/80 BOT CHORD 1-11=-15/672, 9-11=0/712, 7-9=0/715 WEBS 3-11=-40/771, 4-11=-654/91 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 6-8-4, Exterior(2) 6-8-4 to 15-6-0, Interior(1) 15-6-0 to 19-4-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020076-A Truss D6 Truss Type ROOF SPECIAL Qty 1 Ply 1 22B THE GROVE-Roof Trusses Job Reference (optional) I32629040 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 07:42:47 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:6FGc3MZIneMrq5aI_RcweYzdQAg-Gg41DlhFjARUUPj3Rz1ewWRZMfrVO7n1oTtiO2zdNYc Scale = 1:36.9 1 2 3 4 5 6 7 8 9 12 11 10 21 22 23 24 4x5 5x6 5x8 5x8 3x4 4x6 5x8 2x4 5x6 3x4 8-9-8 8-9-8 13-9-8 5-0-0 18-4-8 4-7-0 -1-0-0 1-0-0 6-8-4 6-8-4 8-9-8 2-1-4 13-9-8 5-0-0 18-4-8 4-7-0 19-4-8 1-0-0 0-8-133-7-115-2-50-8-133-7-118.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-2-3], [6:0-4-0,0-1-9], [11:0-2-8,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.31 0.57 0.40 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.31 0.04 (loc) 12-15 12-15 2 l/defl >999 >717 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 5-0-1 oc purlins, except 2-0-0 oc purlins (5-4-6 max.): 5-6. 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=-106(LC 5) Max Uplift 2=-54(LC 7), 8=-78(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-840/86, 4-5=-1238/119, 5-6=-1036/78, 6-8=-947/78 BOT CHORD 2-12=0/651, 10-12=0/750, 8-10=0/752 WEBS 4-12=-57/930, 5-12=-880/125, 6-12=-18/342 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-8-4, Exterior(2) 6-8-4 to 16-9-8, Interior(1) 16-9-8 to 19-4-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020076-A Truss D7 Truss Type ROOF SPECIAL Qty 1 Ply 1 22B THE GROVE-Roof Trusses Job Reference (optional) I32629041 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 07:42:47 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:6FGc3MZIneMrq5aI_RcweYzdQAg-Gg41DlhFjARUUPj3Rz1ewWRY2fryO7B1oTtiO2zdNYc Scale = 1:34.1 1 2 3 4 5 6 7 8 9 13 12 11 10 22 23 24 25 26 4x5 5x10 5x8 3x10 3x4 3x6 3x4 3x6 2x4 5x8 3x4 6-8-4 6-8-4 10-8-0 3-11-12 15-8-0 5-0-0 18-4-8 2-8-8 -1-0-0 1-0-0 6-8-4 6-8-4 10-8-0 3-11-12 15-8-0 5-0-0 18-4-8 2-8-8 19-4-8 1-0-0 0-8-132-4-115-2-50-8-132-4-118.00 12 Plate Offsets (X,Y)-- [2:0-4-10,Edge], [5:0-5-0,0-2-2], [6:0-4-0,0-1-9] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.33 0.54 0.44 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.15 0.03 (loc) 10-11 10-11 8 l/defl >999 >999 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 5-5-14 oc purlins, except 2-0-0 oc purlins (4-3-14 max.): 5-6. 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=106(LC 6) Max Uplift 2=-54(LC 7), 8=-78(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-869/78, 4-5=-875/82, 5-6=-1565/101, 6-8=-990/61 BOT CHORD 2-13=0/671, 11-13=-14/1548, 10-11=0/803, 8-10=0/805 WEBS 4-13=0/610, 5-13=-997/102, 6-11=-29/826 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-8-4, Exterior(2) 6-8-4 to 9-8-4, Interior(1) 10-8-0 to 19-4-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020076-A Truss D8 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 22B THE GROVE-Roof Trusses Job Reference (optional) I32629042 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 07:42:48 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:6FGc3MZIneMrq5aI_RcweYzdQAg-ksePR5itUUZL5YIG?hYtTk_iJ28J7VYB07dGxVzdNYb Scale = 1:33.7 1 2 3 4 5 6 7 8 9 10 14 13 12 1115 4x5 4x5 5x8 5x6 3x4 3x6 3x10 2x4 3x10 2x4 5x6 3x4 3-4-13 3-4-13 6-8-4 3-3-7 11-4-12 4-8-8 16-4-12 5-0-0 18-4-8 1-11-12 -1-0-0 1-0-0 3-4-13 3-4-13 6-8-4 3-3-7 11-4-12 4-8-8 16-4-12 5-0-0 18-4-8 1-11-12 19-4-8 1-0-0 0-8-132-0-105-2-50-8-132-0-108.00 12 Plate Offsets (X,Y)-- [7:0-6-4,0-2-4], [12:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.43 0.66 0.75 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.19 0.04 (loc) 12 12 9 l/defl >999 >999 n/a L/d 240 180 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 SLIDER Left 2x4 SPF Stud 2-0-3, Right 2x4 SPF Stud 1-5-8 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-10 oc purlins, except 2-0-0 oc purlins (3-10-10 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=813/0-3-8, 9=896/0-3-8 Max Horz 2=-114(LC 11) Max Uplift 2=-66(LC 5), 9=-147(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1020/91, 4-5=-862/100, 5-6=-903/79, 6-7=-1926/195, 7-9=-1207/172 BOT CHORD 2-14=-48/753, 12-14=-135/1949, 11-12=-85/911, 9-11=-83/894 WEBS 5-14=-20/651, 6-14=-1345/209, 6-12=-282/84, 7-12=-52/1079 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 9=147. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 37 lb down and 28 lb up at 14-4-0, and 82 lb down and 54 lb up at 16-4-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 5-6=-60, 6-7=-60, 7-10=-60, 2-9=-20 Concentrated Loads (lb) Vert: 11=-82 15=-37 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020076-A Truss D9 Truss Type COMMON Qty 1 Ply 1 22B THE GROVE-Roof Trusses Job Reference (optional) I32629043 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 07:42:49 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:6FGc3MZIneMrq5aI_RcweYzdQAg-C3CneQjVFnhBjitSZO36?xXvySYzs6iKFnMpTxzdNYa Scale = 1:33.6 1 2 3 4 5 6 7 16 17 18 19 5x8 3x4 5x8 3x4 2x4 4x5 6-8-4 6-8-4 13-4-8 6-8-4 -1-0-0 1-0-0 6-8-4 6-8-4 13-4-8 6-8-4 0-8-135-2-50-8-138.00 12 Plate Offsets (X,Y)-- [6:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.31 0.44 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.12 0.03 (loc) 7-10 7-10 2 l/defl >999 >999 n/a L/d 240 180 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 SLIDER Left 2x4 SPF Stud 2-0-0, Right 2x4 SPF Stud 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=533/0-3-8, 2=597/0-3-8 Max Horz 2=114(LC 6) Max Uplift 6=-22(LC 8), 2=-54(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-561/68, 4-6=-526/69 BOT CHORD 2-7=0/420, 6-7=0/420 WEBS 4-7=0/296 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-8-4, Exterior(2) 6-8-4 to 9-8-4 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) 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) 6, 2. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020076-A Truss DB Truss Type GABLE Qty 1 Ply 1 22B THE GROVE-Roof Trusses Job Reference (optional) I32629044 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 07:42:50 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:6FGc3MZIneMrq5aI_RcweYzdQAg-gFm9rmj7?5p2LsSe66aLY937Qs_qbaFTUR6N?NzdNYZ Scale: 3/8"=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 0-8-145-2-60-8-148.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-0-4], [12:0-1-12,0-1-4] 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-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 2-0-0, Exterior(2) 2-0-0 to 6-8-4, Corner(3) 6-8-4 to 9-8-4 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) 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. March 7,2018 Job 18020076-A Truss DG Truss Type HIP GIRDER Qty 1 Ply 1 22B THE GROVE-Roof Trusses Job Reference (optional) I32629045 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 07:42:52 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:6FGc3MZIneMrq5aI_RcweYzdQAg-ceuwGSlOXi3maAb1EXcpda9O8gV03LOmxlbT4GzdNYX Scale = 1:33.2 1 2 3 4 5 6 7 8 9 10 15 14 13 12 1116 17 18 19 20 21 5x6 5x8 3x6 3x10 MT18H2x4 5x10 5x6 2x4 3x4 3x10 2x4 5x8 3x6 1-11-12 1-11-12 6-10-0 4-10-4 11-6-8 4-8-8 16-4-12 4-10-4 18-4-8 1-11-12 -1-0-0 1-0-0 1-11-12 1-11-12 6-10-0 4-10-4 11-6-8 4-8-8 16-4-12 4-10-4 18-4-8 1-11-12 19-4-8 1-0-0 0-8-132-0-100-8-132-0-108.00 12 Plate Offsets (X,Y)-- [4:0-3-12,0-2-0], [7:0-3-12,0-2-0], [12:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.44 0.74 0.63 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.14 -0.30 0.05 (loc) 12-14 12-14 9 l/defl >999 >739 n/a L/d 240 180 n/a PLATES MT20 MT18H Weight: 73 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 1-7-1, Right 2x4 SPF Stud 1-7-1 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-4 oc purlins, except 2-0-0 oc purlins (3-6-9 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 7-3-14 oc bracing: 12-14. REACTIONS.(lb/size) 2=1006/0-3-8, 9=1006/0-3-8 Max Horz 2=42(LC 4) Max Uplift 2=-232(LC 4), 9=-232(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1376/354, 4-5=-2375/661, 5-6=-2374/661, 6-7=-2375/662, 7-9=-1375/355 BOT CHORD 2-15=-286/1018, 14-15=-284/1003, 12-14=-652/2375, 11-12=-247/1003, 9-11=-249/1018 WEBS 4-14=-429/1468, 5-14=-292/124, 6-12=-296/128, 7-12=-430/1469 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=232, 9=232. 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) 82 lb down and 54 lb up at 1-11-12, 37 lb down and 28 lb up at 4-0-8, 37 lb down and 28 lb up at 6-0-8, 37 lb down and 28 lb up at 8-0-8, 37 lb down and 28 lb up at 9-2-4, 37 lb down and 28 lb up at 10-4-0, 37 lb down and 28 lb up at 12-4-0, and 37 lb down and 28 lb up at 14-4-0, and 82 lb down and 54 lb up at 16-4-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-7=-60, 7-10=-60, 2-9=-20 Concentrated Loads (lb) Vert: 13=-37 15=-82 11=-82 16=-37 17=-37 18=-37 19=-37 20=-37 21=-37 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020076-A Truss E Truss Type COMMON Qty 5 Ply 1 22B THE GROVE-Roof Trusses Job Reference (optional) I32629046 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 07:42:53 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:6FGc3MZIneMrq5aI_RcweYzdQAg-5qRIUom0I0CdCKADoE82Anhbi3xtowpwAPK1cizdNYW Scale: 3/8"=1' 1 2 3 4 5 6 7 8 17 18 19 20 3x10 3x4 3x10 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 0-8-144-11-30-8-148.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [6:0-4-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.26 0.38 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.09 0.02 (loc) 8-15 8-15 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 44 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 2-0-0, Right 2x4 SPF Stud 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=563/0-3-8, 6=563/0-3-8 Max Horz 2=-100(LC 5) Max Uplift 2=-53(LC 7), 6=-53(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-515/65, 4-6=-515/65 BOT CHORD 2-8=0/387, 6-8=0/387 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 2-0-0, Interior(1) 2-0-0 to 6-3-8, Exterior(2) 6-3-8 to 9-3-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020076-A Truss EB Truss Type GABLE Qty 1 Ply 1 22B THE GROVE-Roof Trusses Job Reference (optional) I32629047 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 07:42:54 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:6FGc3MZIneMrq5aI_RcweYzdQAg-Z0?gh8ne3KKUpTlQLxfHi?EpPTMPXOF3P34a88zdNYV Scale = 1:30.0 1 2 3 4 5 6 7 8 9 10 11 12 13 20 19 18 17 16 15 14 4x5 3x6 3x4 3x6 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 0-8-144-11-30-8-148.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-0], [12:Edge,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.07 0.04 0.03 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: 61 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 1-7-0, Right 2x4 SPF Stud 1-7-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-7-0. (lb) - Max Horz 2=108(LC 6) 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 9-3-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 12, 18, 19, 20, 16, 15, 14. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020076-A Truss EG Truss Type COMMON Qty 1 Ply 2 22B THE GROVE-Roof Trusses Job Reference (optional) I32629048 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 07:42:55 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:6FGc3MZIneMrq5aI_RcweYzdQAg-1DZ2vUnGqdSLRdKcvfAWFCmtytXoGlVCdjp8gbzdNYU Scale = 1:30.8 1 2 3 5 46 7 8 9 10 11 5x8 5x8 4x6 3x6 3x6 JUS26 JUS26 JUS26 JUS26 JUS26 JUS26 4-2-12 4-2-12 8-4-4 4-1-8 12-7-0 4-2-12 6-3-8 6-3-8 12-7-0 6-3-8 0-8-144-11-30-8-148.00 12 Plate Offsets (X,Y)-- [1:0-0-7,0-0-10], [1:0-0-13,0-4-12], [1:Edge,0-1-4], [3:0-0-7,0-0-10], [3:0-0-13,0-4-12], [3:Edge,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.53 0.67 0.42 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.08 0.02 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 104 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud, Right: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=2602/0-3-8, 3=2662/0-3-8 Max Horz 1=-105(LC 11) Max Uplift 1=-145(LC 5), 3=-144(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3352/200, 2-3=-3350/198 BOT CHORD 1-5=-105/2616, 4-5=-73/1783, 3-4=-95/2615 WEBS 2-5=-73/1935, 2-4=-70/1932 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 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=145, 3=144. 7) Use USP JUS26 (With 10d nails into Girder & 10d nails into Truss) or equivalent spaced at 2-0-4 oc max. starting at 1-4-8 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. March 7,2018 Job 18020076-A Truss F Truss Type Common Qty 2 Ply 1 22B THE GROVE-Roof Trusses Job Reference (optional) I32629049 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 07:42:56 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:6FGc3MZIneMrq5aI_RcweYzdQAg-VP7Q6qoubxaC3nvoTMhlnPJ67Hs8?FwMsNZhD1zdNYT Scale = 1:30.0 1 2 3 4 5 6 7 8 9 10 3x10 4x5 3x10 5x10 2x4 2x4 9-2-4 9-2-4 18-4-8 9-2-4 4-10-7 4-10-7 9-2-4 4-3-13 13-6-1 4-3-13 18-4-8 4-10-7 0-5-84-3-70-5-85.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-0-2], [5:Edge,0-0-2], [6:0-5-0,0-3-4] 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-S 0.31 0.73 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.41 0.04 (loc) 5-6 5-6 5 l/defl >999 >534 n/a L/d 240 180 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=723/0-3-8, 5=723/0-3-8 Max Horz 1=-37(LC 8) Max Uplift 1=-37(LC 7), 5=-37(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1330/113, 2-3=-1011/62, 3-4=-1011/62, 4-5=-1330/113 BOT CHORD 1-6=-98/1177, 5-6=-61/1177 WEBS 3-6=0/519, 4-6=-350/146, 2-6=-350/145 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 3-1-12, Interior(1) 3-1-12 to 9-2-4, Exterior(2) 9-2-4 to 12-2-4 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020076-A Truss FB Truss Type GABLE Qty 1 Ply 1 22B THE GROVE-Roof Trusses Job Reference (optional) I32629050 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 07:42:57 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:6FGc3MZIneMrq5aI_RcweYzdQAg-zbhpJ9pWMFi3gxU_14C_KdsJHhMtklkV51IElTzdNYS Scale = 1:32.7 1 2 3 4 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 14 23 24 25 26 4x5 3x4 5x6 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 0-5-84-3-70-5-85.00 12 Plate Offsets (X,Y)-- [18:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.16 0.12 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.00 (loc) 13 13 12 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 72 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 18-4-8. (lb) - Max Horz 2=-44(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 19, 20, 21, 22, 17, 16, 15, 14, 12 Max Grav All reactions 250 lb or less at joint(s) 2, 18, 19, 20, 21, 17, 16, 15, 12 except 22=310(LC 11), 14=310(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Corner(3) -1-0-0 to 2-0-0, Exterior(2) 2-0-0 to 9-2-4, Corner(3) 9-2-4 to 12-2-4 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) 2, 19, 20, 21, 22, 17, 16, 15, 14, 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. March 7,2018 Job 18020076-A Truss G Truss Type Roof Special Qty 1 Ply 1 22B THE GROVE-Roof Trusses Job Reference (optional) I32629051 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 07:42:57 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:6FGc3MZIneMrq5aI_RcweYzdQAg-zbhpJ9pWMFi3gxU_14C_KdsCzhG4kl0V51IElTzdNYS Scale = 1:22.1 1 2 3 7 6 5 4 8 93x4 2x4 2x4 5x12 3x4 4x5 2x4 4-9-12 4-9-12 4-10-4 0-0-8 11-6-4 6-8-0 4-9-12 4-9-12 11-6-4 6-8-8 2-9-23-0-100-3-82-1-140-10-122-5-60-7-43-0-10Plate Offsets (X,Y)-- [5:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.63 0.49 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.30 0.00 (loc) 4-5 4-5 4 l/defl >663 >265 n/a L/d 240 180 n/a PLATES MT20 Weight: 51 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 Stud BRACING- TOP CHORD 2-0-0 oc purlins (10-0-0 max.): 1-3, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=553/0-3-8, 7=119/0-1-8, 4=226/0-1-8 Max Horz 7=72(LC 6) Max Uplift 5=-83(LC 6), 7=-11(LC 5), 4=-15(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 2-5=-434/137 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 3-1-12, Interior(1) 3-1-12 to 11-4-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) 7, 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 7, 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7, 4. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020076-A Truss G1 Truss Type Roof Special Qty 1 Ply 1 22B THE GROVE-Roof Trusses Job Reference (optional) I32629052 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 07:42:58 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:6FGc3MZIneMrq5aI_RcweYzdQAg-RnFBXVq97YqwI53BanjDtqOMl4cJTCxfJg2oHvzdNYR Scale = 1:26.0 1 2 34 5 11 10 9 8 7 6 12 13 3x4 4x5 5x8 2x4 2x4 7x10 3x4 3x10 3x4 2x4 2x4 1-3-0 1-3-0 3-8-1 2-5-1 4-9-12 1-1-11 4-10-4 0-0-8 11-6-4 6-8-0 1-3-0 1-3-0 3-8-1 2-5-1 4-9-12 1-1-11 11-6-4 6-8-8 1-11-122-3-43-10-100-3-82-11-140-10-123-3-60-7-43-10-108.00 12 Plate Offsets (X,Y)-- [3:0-6-4,0-2-4], [7:0-4-12,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.69 0.49 0.05 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: 59 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 4-8: 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 (6-0-0 max.): 1-2, 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 7=571/0-3-8, 11=108/0-1-8, 6=219/0-1-8 Max Horz 11=98(LC 6) Max Uplift 7=-82(LC 6), 6=-16(LC 5) Max Grav 7=571(LC 1), 11=113(LC 2), 6=219(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 4-7=-564/227 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 1-3-0, Interior(1) 1-3-0 to 3-8-1, Exterior(2) 3-8-1 to 6-8-1 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 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) 7, 6. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020076-A Truss G2 Truss Type Half Hip Qty 1 Ply 1 22B THE GROVE-Roof Trusses Job Reference (optional) I32629053 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 07:42:59 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:6FGc3MZIneMrq5aI_RcweYzdQAg-v_pZkrqnusynwFeN8VFSP2xb0U_?CemoYKnLqMzdNYQ Scale = 1:27.8 1 2 3 4 9 8 7 6 5 10 11 12 13 3x6 5x8 3x4 3x4 3x6 3x6 2x4 2x4 4-9-12 4-9-12 4-11-1 0-1-5 5-1-12 0-2-11 11-6-4 6-4-8 4-11-1 4-11-1 11-6-4 6-7-3 1-1-121-5-44-8-100-3-83-9-140-10-124-1-60-7-44-8-108.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-0-10] 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 0.40 0.33 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.10 -0.00 (loc) 5-6 5-6 5 l/defl >999 >779 n/a L/d 240 180 n/a PLATES MT20 Weight: 54 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-8: 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 (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=487/0-3-8, 9=176/0-1-8, 5=236/0-1-8 Max Horz 9=124(LC 6) Max Uplift 6=-39(LC 6), 9=-11(LC 7), 5=-35(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) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 4-11-1, Exterior(2) 4-11-1 to 9-2-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 9, 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) 9, 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 9, 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. March 7,2018 Job 18020076-A Truss G3 Truss Type Half Hip Qty 1 Ply 1 22B THE GROVE-Roof Trusses Job Reference (optional) I32629054 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 07:42:59 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:6FGc3MZIneMrq5aI_RcweYzdQAg-v_pZkrqnusynwFeN8VFSP2xabU0jCeYoYKnLqMzdNYQ Scale: 3/8"=1' 1 2 3 4 9 8 7 6 5 10 11 12 13 3x6 5x6 2x4 2x4 5x12 3x4 3x4 4x5 2x4 4-9-12 4-9-12 4-10-4 0-0-8 6-2-1 1-3-13 11-6-4 5-4-3 4-9-12 4-9-12 6-2-1 1-4-5 11-6-4 5-4-3 1-1-121-5-45-6-100-3-84-7-140-10-124-11-60-7-45-6-108.00 12 Plate Offsets (X,Y)-- [3:0-3-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.49 0.22 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.06 -0.00 (loc) 8-9 8-9 5 l/defl >999 >865 n/a L/d 240 180 n/a PLATES MT20 Weight: 65 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-8: 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 (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 8-9. REACTIONS.(lb/size) 7=494/0-3-8, 9=154/0-1-8, 5=250/0-1-8 Max Horz 9=150(LC 6) Max Uplift 7=-81(LC 7), 5=-39(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 2-7=-286/154 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 3-1-12, Interior(1) 3-1-12 to 6-2-1, Exterior(2) 6-2-1 to 10-5-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) 9, 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) 9, 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 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. March 7,2018 Job 18020076-A Truss GB Truss Type GABLE Qty 1 Ply 1 22B THE GROVE-Roof Trusses Job Reference (optional) I32629055 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 07:43:00 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:6FGc3MZIneMrq5aI_RcweYzdQAg-NANxyBrPfA4eXOCZiCmhyFUqIuOhx6Hyn_XuMozdNYP Scale = 1:19.7 1 2 3 4 5 6 987 10 11 12 2x4 4x5 3x4 2x4 2x4 2x4 2x4 2x4 9-7-12 9-7-12 4-10-12 4-10-12 9-7-12 4-9-0 10-9-8 1-1-12 0-5-82-6-00-6-45.00 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 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.00 (loc) 6 6 5 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 9-7-12. (lb) - Max Horz 1=-32(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 8, 9, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 8 except 9=301(LC 11), 7=262(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 Corner(3) 0-0-0 to 3-0-0, Exterior(2) 3-0-0 to 4-10-12, Corner(3) 4-10-12 to 7-10-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) 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, 5, 8, 9, 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. March 7,2018 Job 18020076-A Truss GG Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 22B THE GROVE-Roof Trusses Job Reference (optional) I32629056 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 07:43:00 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:6FGc3MZIneMrq5aI_RcweYzdQAg-NANxyBrPfA4eXOCZiCmhyFUnWuLWx3xyn_XuMozdNYP Scale = 1:20.9 1 2 3 4 9 8 7 6 5 10 11 12 13 3x4 2x4 2x4 5x12 3x4 3x4 3x4 4x5 2x4 4-9-12 4-9-12 4-10-4 0-0-8 8-2-0 3-3-12 11-6-4 3-4-4 4-9-12 4-9-12 8-2-0 3-4-4 11-6-4 3-4-4 1-11-22-2-100-3-81-3-140-10-121-7-60-7-42-2-10LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.35 0.31 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.08 0.00 (loc) 8-9 8-9 5 l/defl >999 >652 n/a L/d 240 180 n/a PLATES MT20 Weight: 49 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-8: 2x4 SPF Stud WEBS 2x4 SPF Stud BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-4, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 8-9. REACTIONS.(lb/size) 7=699/0-3-8, 9=167/0-1-8, 5=326/0-1-8 Max Horz 9=48(LC 10) Max Uplift 7=-128(LC 4), 9=-36(LC 3), 5=-42(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-456/61, 4-5=-273/50 BOT CHORD 2-7=-295/90, 6-7=-66/456 WEBS 3-7=-582/76, 4-6=-63/493 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) 9, 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) 9, 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 5 except (jt=lb) 7=128. 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) 52 lb down and 32 lb up at 1-11-0, 52 lb down and 32 lb up at 3-11-0, 63 lb down and 17 lb up at 5-11-0, and 63 lb down and 17 lb up at 7-11-0, and 63 lb down and 17 lb up at 9-11-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 8-9=-20, 5-7=-20 Concentrated Loads (lb) Vert: 6=-63 10=-52 11=-52 12=-63 13=-63 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020076-A Truss J2 Truss Type Jack-Closed Qty 11 Ply 1 22B THE GROVE-Roof Trusses Job Reference (optional) I32629057 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 07:43:01 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:6FGc3MZIneMrq5aI_RcweYzdQAg-sMwJ9Xs1QTCV9YnmGvHwUT00eIk4gZU50eGSuEzdNYO Scale = 1:13.3 1 2 3 4 5 2x4 3x6 3x4 2x4 1-11-12 1-11-12 -1-0-0 1-0-0 1-11-12 1-11-12 0-8-142-0-111-9-30-3-82-0-118.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.07 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 2 2-5 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 1-7-2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=150/0-3-8, 5=57/0-1-8 Max Horz 2=53(LC 6) Max Uplift 2=-36(LC 7), 5=-16(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020076-A Truss J3 Truss Type Jack-Closed Qty 3 Ply 1 22B THE GROVE-Roof Trusses Job Reference (optional) I32629058 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 07:43:02 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:6FGc3MZIneMrq5aI_RcweYzdQAg-KZUhNttfBnKLniMypdo91gZA2h3rP?kEEI0?QhzdNYN Scale = 1:10.9 1 2 3 4 5 2x4 2x4 2x4 2-9-4 2-9-4 -1-0-0 1-0-0 2-9-4 2-9-4 0-5-81-7-61-3-140-3-81-7-65.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.09 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 2-4 2-4 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=184/0-3-8, 4=83/0-1-8 Max Horz 2=45(LC 6) Max Uplift 2=-48(LC 7), 4=-5(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-7-8 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) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020076-A Truss J4 Truss Type Jack-Closed Qty 2 Ply 1 22B THE GROVE-Roof Trusses Job Reference (optional) I32629059 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 07:43:02 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:6FGc3MZIneMrq5aI_RcweYzdQAg-KZUhNttfBnKLniMypdo91gZAdh4yP?DEEI0?QhzdNYN Scale = 1:12.5 1 2 3 5 4 6 3x4 2x4 2x4 3x4 2-7-8 2-7-8 -1-1-12 1-1-12 2-7-8 2-7-8 1-2-20-7-122-2-100-3-81-11-20-3-82-2-105.00 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 0.06 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=192/0-1-8, 4=72/0-1-8 Max Horz 5=66(LC 6) Max Uplift 5=-45(LC 7), 4=-20(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -1-1-12 to 1-10-4, Interior(1) 1-10-4 to 2-5-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Bearing at joint(s) 5, 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) 5, 4. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020076-A Truss LG1 Truss Type GABLE Qty 1 Ply 1 22B THE GROVE-Roof Trusses Job Reference (optional) I32629060 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 07:43:03 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:6FGc3MZIneMrq5aI_RcweYzdQAg-ol24aDuHy5SCOsx8NKJOau6Lw5QA8QlOTylZz7zdNYM Scale = 1:51.2 1 2 3 4 5 6 7 12 11 10 9 8 13 14 3x4 4x5 3x4 14-0-9 14-0-9 7-0-4 7-0-4 14-0-9 7-0-4 0-0-48-5-50-0-414.42 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.08 0.06 0.14 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: 68 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 4-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-0-9. (lb) - Max Horz 1=-198(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 11, 9 except 12=-146(LC 7), 8=-146(LC 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) 0-3-12 to 3-0-4, Interior(1) 3-0-4 to 7-0-4, Exterior(2) 7-0-4 to 10-0-4 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) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 11, 9 except (jt=lb) 12=146, 8=146. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020076-A Truss LG2 Truss Type GABLE Qty 1 Ply 1 22B THE GROVE-Roof Trusses Job Reference (optional) I32629061 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 07:43:03 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:6FGc3MZIneMrq5aI_RcweYzdQAg-ol24aDuHy5SCOsx8NKJOau6Lk5Q88RYOTylZz7zdNYM Scale = 1:56.3 1 2 3 4 5 9 87 6 10 2x4 4x5 2x4 4x5 2x4 2x4 2x4 2x4 2x4 4-7-7 4-7-7 9-5-1 4-9-10 2-4-13 2-4-13 9-5-1 7-0-4 8-5-55-6-110-0-45-6-1114.42 12 14.42 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.10 0.06 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 45 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-5-1. (lb) - Max Horz 1=-188(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 9 except 7=-174(LC 8), 8=-101(LC 8), 6=-143(LC 8) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7, 9, 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) 0-4-0 to 5-4-13, Interior(1) 5-4-13 to 9-1-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Bearing at joint(s) 1, 5, 7, 9, 8, 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 capable of withstanding 100 lb uplift at joint(s) 9 except (jt=lb) 7=174, 8=101, 6=143. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1, 9, 8. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020076-A Truss VB2 Truss Type Valley Qty 1 Ply 1 22B THE GROVE-Roof Trusses Job Reference (optional) I32629062 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 07:43:04 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:6FGc3MZIneMrq5aI_RcweYzdQAg-GxcSoZuviOa300WLx2qd65eU5VkittiXicV6VZzdNYL Scale = 1:45.2 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 3x4 4x5 3x4 5x6 0-0-8 0-0-8 26-2-3 26-1-11 13-1-1 13-1-1 26-2-3 13-1-1 0-0-46-6-90-0-46.00 12 Plate Offsets (X,Y)-- [10:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.25 0.17 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 82 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 26-1-3. (lb) - Max Horz 1=-61(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 except 10=282(LC 1), 11=319(LC 11), 12=387(LC 1), 9=319(LC 12), 8=387(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-12=-281/121, 6-8=-281/121 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) 0-7-9 to 3-7-9, Interior(1) 3-7-9 to 13-1-1, Exterior(2) 13-1-1 to 16-1-1 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) 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. March 7,2018 Job 18020076-A Truss VB3 Truss Type Valley Qty 1 Ply 1 22B THE GROVE-Roof Trusses Job Reference (optional) I32629063 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 07:43:05 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:6FGc3MZIneMrq5aI_RcweYzdQAg-k8Aq?vvYTiiweA5XVlLsfJBcDv2LcLyhwGEf10zdNYK Scale = 1:36.0 1 2 3 4 5 876 9 10 11 12 3x4 4x5 3x4 5x6 2x4 2x4 2x4 2x4 0-0-8 0-0-8 20-10-3 20-9-11 10-5-1 10-5-1 20-10-3 10-5-1 0-0-45-2-90-0-46.00 12 Plate Offsets (X,Y)-- [7:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.42 0.27 0.10 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: 60 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 20-9-3. (lb) - Max Horz 1=48(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=498(LC 11), 6=498(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-363/155, 4-6=-363/155 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) 0-7-9 to 3-7-9, Interior(1) 3-7-9 to 10-5-1, Exterior(2) 10-5-1 to 13-5-1 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 8, 6. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020076-A Truss VB4 Truss Type Valley Qty 1 Ply 1 22B THE GROVE-Roof Trusses Job Reference (optional) I32629064 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 07:43:05 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:6FGc3MZIneMrq5aI_RcweYzdQAg-k8Aq?vvYTiiweA5XVlLsfJBfZv5EcMUhwGEf10zdNYK Scale = 1:26.6 1 2 3 4 5 8 7 6 9 10 3x4 4x5 3x4 2x4 2x4 2x4 2x4 2x4 0-0-8 0-0-8 15-6-3 15-5-11 7-9-1 7-9-1 15-6-3 7-9-1 0-0-43-10-90-0-46.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.20 0.09 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 43 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-5-3. (lb) - Max Horz 1=-35(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=274(LC 1), 8=337(LC 11), 6=337(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-256/111, 4-6=-256/110 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) 0-7-9 to 3-9-1, Interior(1) 3-9-1 to 7-9-1, Exterior(2) 7-9-1 to 10-9-1 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 8, 6. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020076-A Truss VB5 Truss Type Valley Qty 1 Ply 1 22B THE GROVE-Roof Trusses Job Reference (optional) I32629065 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 07:43:06 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:6FGc3MZIneMrq5aI_RcweYzdQAg-CKkCCEwAE0qnFJgj2Tt5BWkoCJPPLpqq9w_DZSzdNYJ Scale = 1:18.2 1 2 3 4 5 6 7 8 2x4 4x5 2x4 2x4 0-0-8 0-0-8 10-2-3 10-1-11 5-1-1 5-1-1 10-2-3 5-1-1 0-0-42-6-90-0-46.00 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 0.34 0.22 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 25 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=182/10-1-3, 3=182/10-1-3, 4=350/10-1-3 Max Horz 1=-22(LC 5) Max Uplift 1=-26(LC 7), 3=-30(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-7-9 to 3-7-9, Interior(1) 3-7-9 to 5-1-1, Exterior(2) 5-1-1 to 8-1-1 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020076-A Truss VB6 Truss Type Valley Qty 1 Ply 1 22B THE GROVE-Roof Trusses Job Reference (optional) I32629066 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 07:43:06 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:6FGc3MZIneMrq5aI_RcweYzdQAg-CKkCCEwAE0qnFJgj2Tt5BWktdJQWLpjq9w_DZSzdNYJ Scale = 1:9.0 1 2 3 2x4 3x6 2x4 0-0-8 0-0-8 4-10-3 4-9-11 2-5-1 2-5-1 4-10-3 2-5-1 0-0-41-2-90-0-46.00 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 0.05 0.15 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=143/4-9-3, 3=143/4-9-3 Max Horz 1=-9(LC 5) Max Uplift 1=-7(LC 7), 3=-7(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020076-A Truss VC1 Truss Type Valley Qty 1 Ply 1 22B THE GROVE-Roof Trusses Job Reference (optional) I32629067 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 07:43:07 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:6FGc3MZIneMrq5aI_RcweYzdQAg-gWIaQaxo?JyetTFvcAOKkkG?vimT4Fh_Oajm6uzdNYI Scale = 1:27.8 1 2 3 4 7 6 5 8 9 10 11 2x4 2x4 4x5 3x4 2x4 2x4 2x4 13-2-5 13-2-5 4-1-4 4-1-4 13-2-5 9-1-1 2-5-144-6-80-0-46.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.21 0.17 0.08 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: 40 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 13-1-13. (lb) - Max Horz 7=-90(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 7, 4, 5 Max Grav All reactions 250 lb or less at joint(s) 7, 4 except 6=279(LC 1), 5=405(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-5=-301/129 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 3-1-12, Interior(1) 3-1-12 to 4-1-4, Exterior(2) 4-1-4 to 7-1-4 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) 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, 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. March 7,2018 Job 18020076-A Truss VC2 Truss Type Valley Qty 1 Ply 1 22B THE GROVE-Roof Trusses Job Reference (optional) I32629068 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 07:43:08 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:6FGc3MZIneMrq5aI_RcweYzdQAg-8jrzdwxQmd5VVdq6AuvZHxp5663qpi?7dETKeKzdNYH Scale = 1:20.8 1 2 3 5 4 6 7 8 2x4 2x4 4x5 2x4 2x4 10-6-5 10-6-5 4-1-4 4-1-4 10-6-5 6-5-1 1-1-143-2-80-0-46.00 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 0.57 0.29 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 28 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) 5=142/10-5-13, 3=220/10-5-13, 4=418/10-5-13 Max Horz 5=-48(LC 5) Max Uplift 5=-42(LC 7), 3=-29(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-292/92 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 3-1-12, Interior(1) 3-1-12 to 4-1-4, Exterior(2) 4-1-4 to 7-1-4 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) 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, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020076-A Truss VC3 Truss Type Valley Qty 1 Ply 1 22B THE GROVE-Roof Trusses Job Reference (optional) I32629069 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 07:43:08 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:6FGc3MZIneMrq5aI_RcweYzdQAg-8jrzdwxQmd5VVdq6AuvZHxpBp66tpjh7dETKeKzdNYH Scale = 1:13.5 1 2 3 4 2x4 4x5 2x4 2x4 6-11-4 6-11-4 6-11-12 0-0-8 3-5-14 3-5-14 6-11-12 3-5-14 0-0-41-8-150-0-46.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.14 0.09 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 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: 16 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=117/6-10-12, 3=117/6-10-12, 4=224/6-10-12 Max Horz 1=-14(LC 5) Max Uplift 1=-17(LC 7), 3=-19(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020076-A Truss VC4 Truss Type Valley Qty 1 Ply 1 22B THE GROVE-Roof Trusses Job Reference (optional) I32629070 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 07:43:09 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:6FGc3MZIneMrq5aI_RcweYzdQAg-dvPLrGy2XxDM7nPIkbQop9MKUWRoYATGruCtAnzdNYG Scale = 1:11.9 1 2 3 4 2x4 2x4 2x4 5-1-1 5-1-1 0-0-41-8-64.00 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 0.17 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: 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 5-1-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=160/5-0-5, 3=160/5-0-5 Max Horz 1=45(LC 6) Max Uplift 1=-10(LC 5), 3=-17(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) 0-11-5 to 3-11-5, Interior(1) 3-11-5 to 4-11-5 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 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. March 7,2018 Job 18020076-A Truss VE1 Truss Type Valley Qty 1 Ply 1 22B THE GROVE-Roof Trusses Job Reference (optional) I32629071 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 07:43:09 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:6FGc3MZIneMrq5aI_RcweYzdQAg-dvPLrGy2XxDM7nPIkbQop9MLtWR?YAmGruCtAnzdNYG Scale = 1:19.8 1 2 3 4 5 6 7 8 2x4 4x5 2x4 2x4 0-0-6 0-0-6 8-7-0 8-6-10 4-3-8 4-3-8 8-7-0 4-3-8 0-0-42-10-50-0-48.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.25 0.16 0.05 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: 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.(lb/size) 1=166/8-6-4, 3=166/8-6-4, 4=278/8-6-4 Max Horz 1=-59(LC 5) Max Uplift 1=-24(LC 7), 3=-29(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-5-12 to 3-5-12, Interior(1) 3-5-12 to 4-3-8, Exterior(2) 4-3-8 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 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020076-A Truss VE2 Truss Type Valley Qty 1 Ply 1 22B THE GROVE-Roof Trusses Job Reference (optional) I32629072 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 07:43:10 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:6FGc3MZIneMrq5aI_RcweYzdQAg-55zj2czgIELDkxzUHIx1MMuZcwnRHdjQ4YyQiDzdNYF Scale = 1:10.3 1 2 3 2x4 3x6 2x4 0-0-6 0-0-6 4-7-0 4-6-10 2-3-8 2-3-8 4-7-0 2-3-8 0-0-41-6-50-0-48.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.06 0.15 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=145/4-6-4, 3=145/4-6-4 Max Horz 1=28(LC 6) Max Uplift 1=-6(LC 7), 3=-6(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020076-A Truss VF1 Truss Type Monopitch Qty 1 Ply 1 22B THE GROVE-Roof Trusses Job Reference (optional) I32629073 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 07:43:10 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:6FGc3MZIneMrq5aI_RcweYzdQAg-55zj2czgIELDkxzUHIx1MMuXRwoRHdjQ4YyQiDzdNYF Scale = 1:14.2 1 2 3 2x4 2x4 2x4 3-4-13 3-4-13 0-0-42-3-38.00 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 0.13 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=111/3-4-7, 3=111/3-4-7 Max Horz 1=56(LC 6) Max Uplift 3=-19(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) 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) 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020076-A Truss VF2 Truss Type Valley Qty 1 Ply 1 22B THE GROVE-Roof Trusses Job Reference (optional) I32629074 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 07:43:11 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:6FGc3MZIneMrq5aI_RcweYzdQAg-ZIX5Gy_I3YT4M5Yhr0SGuaRi8K8f04yZJCh_FfzdNYE Scale = 1:14.31 2 3 2x4 2x4 2x4 3-5-15 3-5-15 2-3-60-0-48.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.13 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 2 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=112/3-4-12, 2=112/3-4-12 Max Horz 3=-56(LC 5) Max Uplift 3=-19(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) 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) 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020076-A Truss VF3 Truss Type Monopitch Qty 1 Ply 1 22B THE GROVE-Roof Trusses Job Reference (optional) I32629075 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 07:43:11 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:6FGc3MZIneMrq5aI_RcweYzdQAg-ZIX5Gy_I3YT4M5Yhr0SGuaRgwK7E04yZJCh_FfzdNYE Scale = 1:18.4 1 2 3 4 5 2x4 2x4 2x4 4-7-13 4-7-13 0-0-43-1-38.00 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 0.18 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: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=161/4-7-7, 3=161/4-7-7 Max Horz 1=81(LC 6) Max Uplift 3=-28(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) 0-5-12 to 3-5-12, Interior(1) 3-5-12 to 4-6-1 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 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) 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020076-A Truss VF4 Truss Type Monopitch Qty 1 Ply 1 22B THE GROVE-Roof Trusses Job Reference (optional) I32629076 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 07:43:12 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:6FGc3MZIneMrq5aI_RcweYzdQAg-1U5TTI?xqsbx_E7tPjzVRn_uJjUDlXCjXsRXn6zdNYD Scale = 1:22.4 1 2 3 4 9 87 65 10 3x4 0-0-6 0-0-6 3-11-1 3-10-11 4-3-1 0-4-0 5-10-13 1-7-12 3-11-1 3-11-1 4-3-1 0-4-0 5-10-13 1-7-12 0-0-43-11-30-5-118.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.11 0.13 0.00 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 *Except* 2-9,3-6: 2x4 SPF Stud WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 5-10-7. (lb) - Max Horz 1=106(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 5, 8, 7, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 9, 8, 7, 6 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-5-12 to 3-9-5, Interior(1) 3-9-5 to 5-9-1 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 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) Bearing at joint(s) 8, 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 8, 7, 6. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 Job 18020076-A Truss VF5 Truss Type Valley Qty 1 Ply 1 22B THE GROVE-Roof Trusses Job Reference (optional) I32629077 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Mar 7 07:43:12 2018 Page 1 Carter Components, Franklin, IN - 46131, ID:6FGc3MZIneMrq5aI_RcweYzdQAg-1U5TTI?xqsbx_E7tPjzVRn_vKjVplXCjXsRXn6zdNYD Scale = 1:10.1 1 2 3 2x4 2x4 2x4 2-2-2 2-2-2 0-0-41-5-68.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.04 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 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 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=62/2-1-12, 3=62/2-1-12 Max Horz 1=31(LC 6) Max Uplift 3=-11(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) 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 7,2018 edge of truss.from outside"16/1-0PRODUCT CODE APPROVALSJOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87 654321BOTTOM CHORDSTOP CHORDSBEARINGLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal InjuryGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:6-4-8dimensions shown in ft-in-sixteenths (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015WEBSedge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87 654321BOTTOM CHORDSTOP CHORDSBEARINGIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System General Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8dimensions shown in ft-in-sixteenthsWEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.