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HomeMy WebLinkAboutALB19 Monticello A SEALS16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by 84 Components - 0783. January 21,2020 Liu, Xuegang Pages or sheets covered by this seal: I39977665 thru I39977703 My license renewal date for the state of Indiana is July 31, 2020. Monticello_A Monticello-A IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 16023 Swingley Ridge RdChesterfield, 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 Monticello_A Truss A01 Truss Type GABLE Qty 1 Ply 1 Monticello-A Job Reference (optional) I39977665 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 15:02:12 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:AU4ZU4Acl23Ept0URLgmi2zw4Nl-yLDqECH99ejS?6?K3_YVAzQBo1t5IXwAEIw8?Pzt5cf Scale = 1:66.6 Sheet Front Full Sheathing 1 Ply 7/16" 4x8 OSB 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 3837 36 35 34 33 32 31 30 29 3x6 3x6 4x8 3x6 5x6 5x6 33-0-033-0-0 14-10-7 14-10-7 20-10-7 6-0-0 33-0-0 12-1-9 0-10-110-9-12-8-010-9-18.00 12 Plate Offsets (X,Y)-- [1:0-1-3,0-1-12], [8:0-3-0,0-3-0], [13:0-3-0,0-0-2], [18:0-3-0,0-0-2], [46:0-3-0,0-3-0], [55:0-0-0,0-1-12] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.25 0.12 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 29 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 569 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF No.2 *Except* 8-48,7-49,6-50,5-51,4-52,3-53,2-54,23-34,24-33,25-32,26-31,27-30: 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.): 13-18. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 15-42, 14-43, 12-44, 11-45, 10-46, 16-41, 17-40, 19-39, 20-37, 21-36 REACTIONS.All bearings 33-0-0. (lb) - Max Horz 55=318(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 29, 42, 43, 44, 45, 46, 47, 48, 49, 50, 51, 52, 53, 41, 40, 39, 37, 36, 35, 34, 33, 32, 31 except 55=-311(LC 8), 54=-241(LC 7), 30=-102(LC 11) Max Grav All reactions 250 lb or less at joint(s) 29, 42, 43, 44, 45, 46, 47, 48, 49, 50, 51, 52, 53, 41, 40, 39, 37, 36, 35, 34, 33, 32, 31, 30 except 55=368(LC 7), 54=288(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-364/334, 2-3=-293/270, 3-4=-288/274, 4-5=-274/270, 5-6=-262/267, 6-7=-249/263, 7-8=-237/261, 8-9=-227/273, 9-10=-263/307, 10-11=-300/351, 11-12=-338/396, 12-13=-279/326, 13-14=-294/350, 14-15=-294/350, 15-16=-294/350, 16-17=-294/350, 17-18=-294/350, 18-19=-279/326, 19-20=-338/396, 20-21=-299/351, 21-22=-262/305, 22-23=-226/263, 1-55=-256/222 NOTES-(12) 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 4) Provide adequate drainage to prevent water ponding. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 29, 42, 43, 44, 45, 46, 47, 48, 49, 50, 51, 52, 53, 41, 40, 39, 37, 36, 35, 34, 33, 32, 31 except (jt=lb) 55=311, 54=241, 30=102. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 January 21,2020 16023 Swingley Ridge RdChesterfield, 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 Monticello_A Truss A01 Truss Type GABLE Qty 1 Ply 1 Monticello-A Job Reference (optional) I39977665 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 15:02:12 2020 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:AU4ZU4Acl23Ept0URLgmi2zw4Nl-yLDqECH99ejS?6?K3_YVAzQBo1t5IXwAEIw8?Pzt5cf 12) This truss design is based upon the building code shown. This code has been specified by the project engineer/architect, or building designer. The applicability of this code in any particular jurisdiction should be confirmed with the building official prior to truss fabrication. This determination is not the responsibility of the component/truss designer. 16023 Swingley Ridge RdChesterfield, 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 Monticello_A Truss A02 Truss Type Piggyback Base Qty 9 Ply 1 Monticello-A Job Reference (optional) I39977666 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 15:02:13 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:AU4ZU4Acl23Ept0URLgmi2zw4Nl-QYnCRYHnwyrJdGaWdh3kjAzCGQ6O1tdKTyfhYrzt5ce Scale = 1:67.0 1 2 3 4 5 6 7 15 14 13 12 11 10 9 8 3x6 6x8 4x6 4x6 8x8 3x6 4x6 4x4 4x4 4x8 4x6 4x4 3x4 3x6 7-6-157-6-15 14-10-77-3-7 20-10-76-0-0 26-9-85-11-0 33-0-06-2-8 7-6-15 7-6-15 14-10-7 7-3-7 20-10-7 6-0-0 26-9-8 5-11-0 33-0-0 6-2-8 0-10-110-9-12-8-010-9-18.00 12 Plate Offsets (X,Y)-- [4:0-4-8,0-1-12], [5:0-3-12,0-2-0], [15:0-1-12,0-0-0], [15:Edge,0-6-12] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.85 0.56 0.52 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.23 0.06 (loc) 14-15 12-14 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 170 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-14,6-9,1-15,7-8,7-9: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-7-3 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-12, 4-11, 6-11 REACTIONS.(lb/size)15=1472/Mechanical, 8=1472/0-3-8 Max Horz 15=318(LC 7) Max Uplift 15=-180(LC 10), 8=-155(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2054/408, 2-4=-1550/434, 4-5=-1087/414, 5-6=-1432/432, 6-7=-1508/341, 1-15=-1401/309, 7-8=-1415/304 BOT CHORD 14-15=-323/573, 12-14=-269/1603, 11-12=-116/1161, 9-11=-112/1170 WEBS 2-14=0/253, 2-12=-618/285, 4-12=-93/502, 5-11=-70/392, 6-9=-324/136, 1-14=-101/1227, 7-9=-147/1206 NOTES-(9) 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 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) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 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) except (jt=lb) 15=180, 8=155. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) This truss design is based upon the building code shown. This code has been specified by the project engineer/architect, or building designer. The applicability of this code in any particular jurisdiction should be confirmed with the building official prior to truss fabrication. This determination is not the responsibility of the component/truss designer. January 21,2020 16023 Swingley Ridge RdChesterfield, 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 Monticello_A Truss A03 Truss Type Piggyback Base Qty 2 Ply 1 Monticello-A Job Reference (optional) I39977667 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 15:02:14 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:AU4ZU4Acl23Ept0URLgmi2zw4Nl-ukLaftIQhGzAFQ9jAPazFOWN9qSfmL4TicPE4Hzt5cd Scale = 1:66.8 1 2 3 4 5 6 7 15 14 13 12 11 10 9 8 3x6 6x8 4x6 4x6 8x8 3x6 4x6 4x4 4x4 4x8 4x6 4x4 3x4 3x6 7-6-157-6-15 14-10-77-3-7 20-10-76-0-0 26-7-125-9-4 32-8-86-0-12 7-6-15 7-6-15 14-10-7 7-3-7 20-10-7 6-0-0 26-7-12 5-9-4 32-8-8 6-0-12 0-10-110-9-12-10-510-9-18.00 12 Plate Offsets (X,Y)-- [4:0-4-8,0-1-12], [5:0-3-12,0-2-0], [15:0-1-12,0-0-0], [15:Edge,0-6-12] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.84 0.56 0.51 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.22 0.06 (loc) 14-15 12-14 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 169 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-14,6-9,1-15,7-8,7-9: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-7-14 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-12, 4-11, 6-11 REACTIONS.(lb/size)15=1459/Mechanical, 8=1459/Mechanical Max Horz 15=320(LC 7) Max Uplift 15=-179(LC 10), 8=-152(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2033/404, 2-4=-1528/430, 4-5=-1061/409, 5-6=-1398/428, 6-7=-1443/333, 1-15=-1387/307, 7-8=-1403/302 BOT CHORD 14-15=-326/572, 12-14=-268/1586, 11-12=-120/1143, 9-11=-101/1118 WEBS 2-14=0/253, 2-12=-619/285, 4-12=-93/503, 5-11=-70/383, 6-9=-355/137, 1-14=-98/1210, 7-9=-143/1175 NOTES-(9) 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 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) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 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) except (jt=lb) 15=179, 8=152. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) This truss design is based upon the building code shown. This code has been specified by the project engineer/architect, or building designer. The applicability of this code in any particular jurisdiction should be confirmed with the building official prior to truss fabrication. This determination is not the responsibility of the component/truss designer. January 21,2020 16023 Swingley Ridge RdChesterfield, 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 Monticello_A Truss A04 Truss Type Piggyback Base Qty 6 Ply 1 Monticello-A Job Reference (optional) I39977668 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 15:02:15 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:AU4ZU4Acl23Ept0URLgmi2zw4Nl-MwuysDJ2RZ51sZkvk66Cob2ZmEnOVnBdwG8ockzt5cc Scale = 1:70.4 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 3x6 6x12 MT20HS 4x6 4x6 3x6 4x6 1.5x4 4x4 4x8 4x6 4x4 6x8 3x4 3x6 7-8-117-8-11 15-1-157-5-3 21-1-156-0-0 26-11-45-9-4 33-0-06-0-12 -1-0-0 1-0-0 7-8-11 7-8-11 15-1-15 7-5-3 21-1-15 6-0-0 26-11-4 5-9-4 33-0-0 6-0-12 0-7-1210-9-12-10-510-9-18.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [2:0-2-2,0-3-7], [5:0-8-8,0-1-12], [6:0-3-12,0-2-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.78 0.59 0.51 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.27 0.08 (loc) 13-15 13-15 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 164 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-15,7-10,8-9,8-10: 2x4 SPF Stud WEDGE Left: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-7-14 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-13, 5-12, 7-12 REACTIONS.(lb/size)2=1550/0-3-8, 9=1477/Mechanical Max Horz 2=330(LC 9) Max Uplift 2=-209(LC 10), 9=-153(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2142/427, 3-5=-1566/432, 5-6=-1082/412, 6-7=-1422/432, 7-8=-1463/336, 8-9=-1422/304 BOT CHORD 2-15=-287/1667, 13-15=-287/1667, 12-13=-118/1177, 10-12=-103/1135 WEBS 3-15=0/301, 3-13=-670/301, 5-13=-89/528, 5-12=-271/128, 6-12=-73/396, 7-10=-362/139, 8-10=-146/1194 NOTES-(12) 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) The Fabrication Tolerance at joint 2 = 12%, joint 2 = 12% 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=209, 9=153. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) This truss design is based upon the building code shown. This code has been specified by the project engineer/architect, or building designer. The applicability of this code in any particular jurisdiction should be confirmed with the building official prior to truss fabrication. This determination is not the responsibility of the component/truss designer. January 21,2020 16023 Swingley Ridge RdChesterfield, 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 Monticello_A Truss A05 Truss Type GABLE l Gable l Gable COMMON l l Gable l Qty 1 Ply 1 Monticello-A Job Reference (optional) I39977669 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 15:02:17 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:AU4ZU4Acl23Ept0URLgmi2zw4Nl-IJ0jHvKIzBLl6ttIsX8gt08tX2TAzkXvOaduhczt5ca Scale = 1:69.3 Sheet Front Left Option 13-5-0 1 Ply 7/16" 4x8 OSB 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 43 42 41 40 44 45 46 47 3x6 3x6 5x6 3x6 5x9 3x4 4x8 6x6 4x4 5x9 5x6 3x6 13-8-9 7-8-117-8-11 11-0-03-3-5 13-5-02-5-0 15-1-151-8-15 18-10-123-8-13 21-1-152-3-3 25-0-83-10-9 26-11-41-10-12 33-0-06-0-12 -1-0-0 1-0-0 7-8-11 7-8-11 15-1-15 7-5-3 21-1-15 6-0-0 25-4-4 4-2-5 26-11-4 1-7-0 33-0-0 6-0-12 0-7-1210-9-12-10-510-9-18.00 12 Plate Offsets (X,Y)-- [2:0-2-2,0-3-7], [2:0-3-8,Edge], [9:0-3-0,0-3-0], [14:0-3-0,Edge], [19:0-3-0,Edge], [24:Edge,0-1-12], [29:0-2-15,0-1-8], [40:0-4-0,0-2-4] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.96 0.57 0.33 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.28 0.04 (loc) 25-26 25-26 25 l/defl >999 >952 n/a L/d 240 180 n/a PLATES MT20 Weight: 428 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* 24-25,28-40,26-40: 2x4 SPF Stud OTHERS 2x4 SPF Stud *Except* 16-41,15-42,13-43,12-30,11-31,10-32: 2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 14-19. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 11-31 JOINTS 1 Brace at Jt(s): 40, 42, 45 REACTIONS.All bearings 11-0-0 except (jt=length) 25=Mechanical. (lb) - Max Horz 2=330(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 34, 35, 36, 37, 38 except 25=-112(LC 11), 32=-151(LC 10), 33=-303(LC 1), 39=-161(LC 20) Max Grav All reactions 250 lb or less at joint(s) 33, 34, 35, 36, 37, 38, 39 except 2=759(LC 1), 25=1196(LC 1), 32=762(LC 1), 32=762(LC 1), 2=759(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-841/110, 3-4=-793/99, 4-5=-810/98, 5-6=-808/94, 6-7=-808/91, 7-8=-809/87, 8-9=-816/99, 9-10=-740/122, 10-11=-866/202, 11-12=-886/237, 12-13=-732/253, 13-14=-660/247, 14-15=-651/248, 15-16=-651/248, 16-17=-651/248, 17-18=-651/248, 18-19=-651/248, 19-20=-675/250, 20-21=-810/274, 21-22=-800/228, 22-23=-945/299, 23-24=-1214/233, 24-25=-1122/213 BOT CHORD 2-39=-90/651, 38-39=-90/651, 37-38=-90/651, 36-37=-90/651, 35-36=-90/651, 34-35=-90/651, 33-34=-90/651, 32-33=-89/651, 31-32=-89/651, 30-31=-89/651, 28-30=-6/910, 26-28=-6/910 WEBS 24-26=0/849, 30-43=-321/155, 42-43=-335/162, 41-42=-351/155, 40-41=-343/142, 40-44=-309/200, 44-45=-333/205, 45-46=-394/215, 46-47=-332/178, 23-47=-455/270, 10-32=-326/130 NOTES-(13) 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 1-4-0 oc.Continued on page 2 January 21,2020 16023 Swingley Ridge RdChesterfield, 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 Monticello_A Truss A05 Truss Type GABLE l Gable l Gable COMMON l l Gable l Qty 1 Ply 1 Monticello-A Job Reference (optional) I39977669 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 15:02:17 2020 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:AU4ZU4Acl23Ept0URLgmi2zw4Nl-IJ0jHvKIzBLl6ttIsX8gt08tX2TAzkXvOaduhczt5ca NOTES-(13) 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 10) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 34, 35, 36, 37, 38, 2 except (jt=lb) 25=112, 32=151, 33=303, 39=161. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) This truss design is based upon the building code shown. This code has been specified by the project engineer/architect, or building designer. The applicability of this code in any particular jurisdiction should be confirmed with the building official prior to truss fabrication. This determination is not the responsibility of the component/truss designer. 16023 Swingley Ridge RdChesterfield, 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 Monticello_A Truss B01 Truss Type ROOF SPECIAL Qty 10 Ply 1 Monticello-A Job Reference (optional) I39977670 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 15:02:18 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:AU4ZU4Acl23Ept0URLgmi2zw4Nl-mVa5VFLwkUTcj1SUPEfvQEg6zRlQi3f3cENSD2zt5cZ Scale = 1:62.5 1 2 3 4 5 6 7 8 12 11 10 9 3x6 4x4 2x4 5x6 4x4 6x8 3x8 MT18HS 1.5x4 5x6 4x8 4x4 4x4 5-1-65-1-6 14-2-19-0-10 22-3-88-1-7 5-1-6 5-1-6 9-7-11 4-6-5 14-2-1 4-6-5 18-1-0 3-11-0 22-3-8 4-2-8 0-7-1210-1-22-8-02-0-28.00 12 5.00 12 Plate Offsets (X,Y)-- [1:0-1-7,0-2-12], [12:0-5-8,0-3-4] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.66 0.83 0.85 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.63 0.20 (loc) 10-12 10-12 9 l/defl >999 >419 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 101 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 *Except* 6-10: 2x4 SPF No.2 SLIDER Left 2x4 SPF Stud -H 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-2-13 oc bracing. REACTIONS.(lb/size)1=997/0-3-8, 9=997/0-3-8 Max Horz 1=286(LC 7) Max Uplift 1=-134(LC 10), 9=-128(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2785/587, 3-5=-2717/740, 5-6=-928/270, 6-7=-907/277 BOT CHORD 1-12=-665/2528, 10-12=-268/1217, 9-10=-76/648 WEBS 5-12=-516/1648, 5-10=-733/327, 6-10=-180/666, 7-9=-1000/144 NOTES-(8) 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 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) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 6) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=134, 9=128. 8) This truss design is based upon the building code shown. This code has been specified by the project engineer/architect, or building designer. The applicability of this code in any particular jurisdiction should be confirmed with the building official prior to truss fabrication. This determination is not the responsibility of the component/truss designer. January 21,2020 16023 Swingley Ridge RdChesterfield, 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 Monticello_A Truss B02 Truss Type GABLE Qty 1 Ply 1 Monticello-A Job Reference (optional) I39977671 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 15:02:19 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:AU4ZU4Acl23Ept0URLgmi2zw4Nl-Ei8TibMYVobTLB1gzyA8yRDPPrGtRfFCru6?lVzt5cY Scale = 1:61.9 Sheet Front Full Sheathing 1 Ply 7/16" 4x8 OSB 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 4x4 3x6 4x4 5x9 3x6 5-1-65-1-6 22-3-817-2-2 14-2-1 14-2-1 22-3-8 8-1-7 0-7-1210-1-22-8-02-0-28.00 12 5.00 12 Plate Offsets (X,Y)-- [1:0-1-3,0-1-12], [4:0-1-12,Edge], [32:0-0-0,0-1-12], [33:0-1-12,0-0-12], [35:0-0-12,0-1-12] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.17 0.11 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 18 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 255 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* 11-24: 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, Except: 6-0-0 oc bracing: 33-34. REACTIONS.All bearings 22-3-8. (lb) - Max Horz 35=294(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 18, 32, 24, 25, 26, 27, 28, 30, 31, 33, 23, 22, 21, 20, 19 except 35=-125(LC 6), 34=-212(LC 10) Max Grav All reactions 250 lb or less at joint(s) 35, 18, 32, 24, 25, 26, 27, 28, 30, 31, 33, 23, 22, 21, 20, 19 except 34=389(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-289/257, 9-10=-224/255, 10-11=-244/281, 11-12=-244/281, 12-13=-224/255 WEBS 2-34=-273/198 NOTES-(11) 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 32, 24, 25, 26, 27, 28, 30, 31, 33, 23, 22, 21, 20, 19 except (jt=lb) 35=125, 34=212. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 18, 32, 24, 25, 26, 27, 28, 30, 31, 33, 34, 23, 22, 21, 20, 19. 11) This truss design is based upon the building code shown. This code has been specified by the project engineer/architect, or building designer. The applicability of this code in any particular jurisdiction should be confirmed with the building official prior to truss fabrication. This determination is not the responsibility of the component/truss designer. January 21,2020 16023 Swingley Ridge RdChesterfield, 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 Monticello_A Truss C01 Truss Type GABLE Qty 1 Ply 1 Monticello-A Job Reference (optional) I39977672 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 15:02:21 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:AU4ZU4Acl23Ept0URLgmi2zw4Nl-B4GD7HOp1PrBaUB35NCc2sIfffwCvb3VJCb6qNzt5cW Scale = 1:56.2 Sheet FrontFull Sheathing 1 Ply 7/16" 4x8 OSB 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 28 27 26 25 24 23 22 21 20 19 18 17 16 3x6 4x4 4x4 3x4 3x6 18-3-018-3-0 -1-0-0 1-0-0 11-0-0 11-0-0 18-3-0 7-3-0 0-4-124-11-129-9-129-9-125.00 12 8.00 12 Plate Offsets (X,Y)-- [20:0-2-12,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.50 0.25 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 -0.00 (loc) 1 1 16 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 221 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 14-17,13-18: 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 15-16, 14-17 REACTIONS.All bearings 18-3-0. (lb) - Max Horz 2=415(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 17, 18, 19, 21, 22, 23, 24, 25, 26, 27, 28 except 16=-103(LC 11) Max Grav All reactions 250 lb or less at joint(s) 16, 2, 17, 18, 19, 21, 22, 23, 24, 25, 26, 27 except 28=315(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-341/86, 3-4=-294/78, 4-5=-283/90, 5-6=-265/101 NOTES-(13) 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Bearing at joint(s) 16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 17, 18, 19, 21, 22, 23, 24, 25, 26, 27, 28 except (jt=lb) 16=103. 12) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 13) This truss design is based upon the building code shown. This code has been specified by the project engineer/architect, or building designer. The applicability of this code in any particular jurisdiction should be confirmed with the building official prior to truss fabrication. This determination is not the responsibility of the component/truss designer. January 21,2020 16023 Swingley Ridge RdChesterfield, 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 Monticello_A Truss C02 Truss Type Roof Special Qty 9 Ply 1 Monticello-A Job Reference (optional) I39977673 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 15:02:22 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:AU4ZU4Acl23Ept0URLgmi2zw4Nl-fHqcKcORoj_1CemFe4kra4rms3BReyXfXsLfMqzt5cV Scale = 1:53.8 1 2 3 4 5 9 8 7 6 13 4x8 4x6 4x4 3x6 4x4 1.5x4 4x4 4x8 5-9-15-9-1 11-0-05-2-15 18-3-07-3-0 -1-0-0 1-0-0 5-9-1 5-9-1 11-0-0 5-2-15 18-3-0 7-3-0 0-4-124-11-129-9-129-9-125.00 12 8.00 12 Plate Offsets (X,Y)-- [5:0-3-14,Edge], [6:0-4-8,0-2-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.73 0.50 0.47 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.23 0.05 (loc) 6-8 6-8 6 l/defl >999 >942 n/a L/d 240 180 n/a PLATES MT20 Weight: 79 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 5-6,4-6: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6, 4-6 REACTIONS.(lb/size)2=893/0-5-8, 6=806/Mechanical Max Horz 2=415(LC 11) Max Uplift 2=-140(LC 12), 6=-217(LC 12) Max Grav 2=1004(LC 19), 6=896(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1782/332, 3-4=-1130/242, 4-5=-272/163, 5-6=-265/121 BOT CHORD 2-9=-304/1585, 8-9=-304/1585, 6-8=-145/931 WEBS 3-8=-712/208, 4-8=-32/456, 4-6=-1097/325 NOTES-(9) 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=140, 6=217. 9) This truss design is based upon the building code shown. This code has been specified by the project engineer/architect, or building designer. The applicability of this code in any particular jurisdiction should be confirmed with the building official prior to truss fabrication. This determination is not the responsibility of the component/truss designer. January 21,2020 16023 Swingley Ridge RdChesterfield, 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 Monticello_A Truss D01 Truss Type Monopitch Qty 10 Ply 1 Monticello-A Job Reference (optional) I39977674 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 15:02:22 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:AU4ZU4Acl23Ept0URLgmi2zw4Nl-fHqcKcORoj_1CemFe4kra4rq238me_PfXsLfMqzt5cV Scale = 1:70.6 1 2 3 4 5 6 9 8 7 3x4 3x8 MT18HS4x4 1.5x4 4x4 4x8 3x6 4x8 9-1-89-1-8 18-3-09-1-8 -1-0-0 1-0-0 6-2-3 6-2-3 12-0-13 5-10-11 18-3-0 6-2-3 0-7-1212-9-1212-9-128.00 12 Plate Offsets (X,Y)-- [2:0-2-2,0-3-7], [2:0-3-8,Edge], [7:0-4-8,0-2-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.46 0.67 0.35 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.41 0.02 (loc) 7-9 7-9 2 l/defl >999 >526 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 89 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-9: 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-4-12 oc bracing. WEBS 1 Row at midpt 6-7, 5-7 REACTIONS.(lb/size)2=887/0-3-8, 7=813/Mechanical Max Horz 2=536(LC 10) Max Uplift 2=-12(LC 10), 7=-346(LC 10) Max Grav 2=887(LC 1), 7=852(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1040/0, 3-5=-815/0 BOT CHORD 2-9=-370/826, 7-9=-195/435 WEBS 3-9=-370/250, 5-9=-102/543, 5-7=-733/331 NOTES-(9) 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 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) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 7=346. 9) This truss design is based upon the building code shown. This code has been specified by the project engineer/architect, or building designer. The applicability of this code in any particular jurisdiction should be confirmed with the building official prior to truss fabrication. This determination is not the responsibility of the component/truss designer. January 21,2020 16023 Swingley Ridge RdChesterfield, 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 Monticello_A Truss D02 Truss Type GABLE Qty 1 Ply 1 Monticello-A Job Reference (optional) I39977675 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 15:02:24 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:AU4ZU4Acl23Ept0URLgmi2zw4Nl-bfxMlIQhKKElRywemVmJfVwGrs_66ygx?AqmQizt5cT Scale = 1:65.2Sheet Front Full Sheathing 1 Ply 7/16" 4x8 OSB 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 30 29 28 27 26 25 24 23 22 21 2019 18 17 3x6 3x6 5x9 18-3-018-3-0 -1-0-0 1-0-0 18-3-0 18-3-0 0-7-1212-9-1212-9-128.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [2:0-1-12,0-3-8], [21:0-2-12,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.12 0.04 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.00 (loc) 1 1 17 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 311 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 15-18,14-19,13-20,12-22,11-23: 2x4 SPF No.2 WEDGE Left: 2x6 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 16-17, 15-18, 14-19, 13-20, 12-22 REACTIONS.All bearings 18-3-0. (lb) - Max Horz 2=538(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 17, 18, 19, 20, 22, 23, 24, 25, 2, 26, 27, 28, 29 except 30=-148(LC 10) Max Grav All reactions 250 lb or less at joint(s) 17, 18, 19, 20, 22, 23, 24, 25, 26, 27, 28, 29, 30 except 2=349(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-632/510, 3-4=-516/403, 4-5=-475/377, 5-6=-430/340, 6-7=-384/305, 7-9=-339/270, 9-10=-293/234 NOTES-(13) 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Bearing at joint(s) 17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 18, 19, 20, 22, 23, 24, 25, 2, 26, 27, 28, 29 except (jt=lb) 30=148. 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 12) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 13) This truss design is based upon the building code shown. This code has been specified by the project engineer/architect, or building designer. The applicability of this code in any particular jurisdiction should be confirmed with the building official prior to truss fabrication. This determination is not the responsibility of the component/truss designer. January 21,2020 16023 Swingley Ridge RdChesterfield, 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 Monticello_A Truss E01 Truss Type Monopitch Qty 10 Ply 1 Monticello-A Job Reference (optional) I39977676 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 15:02:24 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:AU4ZU4Acl23Ept0URLgmi2zw4Nl-bfxMlIQhKKElRywemVmJfVw6JsuD6vfx?AqmQizt5cT Scale = 1:49.8 1 2 3 5 4 1.5x4 3x4 1.5x4 3x4 3x4 8-0-08-0-0 4-0-0 4-0-0 8-0-0 4-0-0 3-5-68-9-68.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.73 0.42 0.31 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.41 -0.00 (loc) 4-5 4-5 4 l/defl >562 >225 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 2100F 1.8E WEBS 2x4 SPF Stud *Except* 3-4: 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 3-4 REACTIONS.(lb/size)4=347/Mechanical, 5=347/0-3-8 Max Horz 5=341(LC 9) Max Uplift 4=-187(LC 7), 5=-21(LC 6) Max Grav 4=437(LC 17), 5=404(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-275/212, 2-5=-326/130 NOTES-(7) 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 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) 5 except (jt=lb) 4=187. 7) This truss design is based upon the building code shown. This code has been specified by the project engineer/architect, or building designer. The applicability of this code in any particular jurisdiction should be confirmed with the building official prior to truss fabrication. This determination is not the responsibility of the component/truss designer. January 21,2020 16023 Swingley Ridge RdChesterfield, 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 Monticello_A Truss E02 Truss Type GABLE Qty 1 Ply 1 Monticello-A Job Reference (optional) I39977677 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 15:02:25 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:AU4ZU4Acl23Ept0URLgmi2zw4Nl-3rVkzeRJ5eMc36VqKCHYCiTHwGKOrNF5DpZKz8zt5cS Scale = 1:53.6 Sheet Front Full Sheathing 1 Ply 7/16" 4x8 OSB 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 3x6 3x6 6x6 -1-0-0 1-0-0 8-0-0 8-0-0 3-5-68-9-68.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.74 0.04 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 1-2 1-2 9 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 133 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 8-9: 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 7-10: 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 8-9 REACTIONS.All bearings 8-0-0. (lb) - Max Horz 15=354(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 9, 10, 11, 12, 13 except 15=-465(LC 8), 14=-645(LC 7) Max Grav All reactions 250 lb or less at joint(s) 9, 10, 11, 12, 13 except 15=764(LC 7), 14=521(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-758/474 BOT CHORD 14-15=-338/222 WEBS 2-14=-508/712 NOTES-(11) 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 10, 11, 12, 13 except (jt=lb) 15=465, 14=645. 11) This truss design is based upon the building code shown. This code has been specified by the project engineer/architect, or building designer. The applicability of this code in any particular jurisdiction should be confirmed with the building official prior to truss fabrication. This determination is not the responsibility of the component/truss designer. January 21,2020 16023 Swingley Ridge RdChesterfield, 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 Monticello_A Truss K01 Truss Type GABLE Qty 1 Ply 1 Monticello-A Job Reference (optional) I39977678 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 15:02:27 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:AU4ZU4Acl23Ept0URLgmi2zw4Nl-?EdUNKSZdFcKIPeDRdJ0H7YjX4_XJG5Oh72Q11zt5cQ Scale = 1:66.2 Sheet Front Full Sheathing 1 Ply 7/16" 4x8 OSB 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 4x4 4x4 4x4 4x4 4x4 5x6 22-2-822-2-8 -1-0-0 1-0-0 11-1-4 11-1-4 22-2-8 11-1-4 23-2-8 1-0-0 1-9-120-11-1211-0-131-9-120-11-1210.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-12], [18:0-2-0,0-1-12], [32:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.35 0.19 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.01 (loc) 18 18 20 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 360 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* 10-28,9-29,8-30,7-31,11-27,12-26,13-25: 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 6-0-0 oc bracing. WEBS 1 Row at midpt 10-28, 9-29, 8-30, 11-27, 12-26 REACTIONS.All bearings 22-2-8. (lb) - Max Horz 36=-337(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 32, 29, 30, 31, 33, 34, 27, 26, 25, 24, 23, 22 except 36=-265(LC 6), 20=-242(LC 7), 35=-274(LC 7), 21=-258(LC 6) Max Grav All reactions 250 lb or less at joint(s) 32, 29, 30, 31, 33, 34, 27, 26, 25, 24, 23, 22 except 36=334(LC 19), 20=313(LC 18), 28=392(LC 11), 35=347(LC 8), 21=330(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-176/273, 6-7=-222/330, 7-8=-269/387, 8-9=-329/460, 9-10=-342/471, 10-11=-342/471, 11-12=-329/460, 12-13=-269/387, 13-14=-221/329, 14-15=-174/272 WEBS 10-28=-501/318 NOTES-(12) 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Bearing at joint(s) 36, 20 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 32, 29, 30, 31, 33, 34, 27, 26, 25, 24, 23, 22 except (jt=lb) 36=265, 20=242, 35=274, 21=258. 12) This truss design is based upon the building code shown. This code has been specified by the project engineer/architect, or building designer. The applicability of this code in any particular jurisdiction should be confirmed with the building official prior to truss fabrication. This determination is not the responsibility of the component/truss designer.January 21,2020 16023 Swingley Ridge RdChesterfield, 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 Monticello_A Truss K02 Truss Type COMMON GIRDER Qty 1 Ply 2 Monticello-A Job Reference (optional) I39977679 8.330 s Dec 3 2019 MiTek Industries, Inc. Tue Jan 21 15:49:01 2020 Page 1 84 Lumber-0783, Franklin, Indiana ID:AU4ZU4Acl23Ept0URLgmi2zw4Nl-oeRJ0FwIelBgqnwZx0N4HqG8gLM2yldeAqsG55zt4wm Scale = 1:69.2 1 2 3 4 5 6 7 15 14 13 12 11 10 9 816171819202122 5x12 MT18HS 4x8 5x12 MT18HS 5x12 MT18HS 10x10 5x6 6x6 4x6 8x8 5x6 8x8 4x6 8x8 4x4 4x6 3-10-123-10-12 7-6-03-7-4 11-1-43-7-4 14-8-83-7-4 18-3-123-7-4 22-2-83-10-12 3-10-12 3-10-12 7-6-0 3-7-4 11-1-4 3-7-4 14-8-8 3-7-4 18-3-12 3-7-4 22-2-8 3-10-12 1-9-1211-0-131-9-1210.00 12 Plate Offsets (X,Y)-- [1:0-3-4,0-1-8], [7:0-3-4,0-1-8], [9:0-3-8,0-4-8], [10:0-2-12,0-4-4], [12:0-3-8,0-4-12], [14:0-3-8,0-4-12] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.53 0.97 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.25 0.04 (loc) 10-11 10-11 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 325 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 8-13: 2x6 SP DSS WEBS 2x4 SPF No.2 *Except* 6-10,6-9,2-12,2-14: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)15=8276/0-3-8 (req. 0-4-14), 8=9651/0-3-8 (req. 0-5-11) Max Horz 15=-308(LC 4) Max Uplift 15=-1070(LC 8), 8=-1245(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-8029/1073, 2-3=-7497/1078, 3-4=-6096/970, 4-5=-6096/970, 5-6=-7493/1078, 6-7=-7961/1064, 1-15=-7587/1000, 7-8=-7527/992 BOT CHORD 15-16=-322/415, 14-16=-322/415, 13-14=-873/6097, 12-13=-873/6097, 12-17=-749/5693, 17-18=-749/5693, 11-18=-749/5693, 11-19=-673/5690, 19-20=-673/5690, 10-20=-673/5690, 10-21=-753/6045, 9-21=-753/6045 WEBS 4-11=-1130/7433, 5-11=-2441/511, 5-10=-425/2864, 6-10=-579/206, 6-9=-195/499, 3-11=-2449/511, 3-12=-426/2872, 2-12=-658/217, 2-14=-196/604, 1-14=-781/6306, 7-9=-776/6261 NOTES-(13) 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 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 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) WARNING: Required bearing size at joint(s) 15, 8 greater than input bearing size. 8) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 9) Bearing at joint(s) 15, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1070 lb uplift at joint 15 and 1245 lb uplift at joint 8. 11) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. Continued on page 2 January 21,2020 16023 Swingley Ridge RdChesterfield, 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 Monticello_A Truss K02 Truss Type COMMON GIRDER Qty 1 Ply 2 Monticello-A Job Reference (optional) I39977679 8.330 s Dec 3 2019 MiTek Industries, Inc. Tue Jan 21 15:49:01 2020 Page 2 84 Lumber-0783, Franklin, Indiana ID:AU4ZU4Acl23Ept0URLgmi2zw4Nl-oeRJ0FwIelBgqnwZx0N4HqG8gLM2yldeAqsG55zt4wm NOTES-(13) 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1452 lb down and 200 lb up at 2-0-12, 1452 lb down and 200 lb up at 4-0-12, 1452 lb down and 200 lb up at 6-0-12, 1452 lb down and 200 lb up at 8-0-12, 1452 lb down and 200 lb up at 10-0-12, 1452 lb down and 200 lb up at 12-0-12, 1452 lb down and 200 lb up at 14-0-12, 1452 lb down and 200 lb up at 16-0-12, 1452 lb down and 200 lb up at 18-0-12, and 1439 lb down and 199 lb up at 20-0-12, and 1449 lb down and 189 lb up at 22-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) This truss design is based upon the building code shown. This code has been specified by the project engineer/architect, or building designer. The applicability of this code in any particular jurisdiction should be confirmed with the building official prior to truss fabrication. This determination is not the responsibility of the component/truss designer. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-70, 4-7=-70, 8-15=-20 Concentrated Loads (lb) Vert: 13=-1452(B) 9=-1452(B) 14=-1452(B) 8=-1449(B) 16=-1452(B) 17=-1452(B) 18=-1452(B) 19=-1452(B) 20=-1452(B) 21=-1452(B) 22=-1439(B) 16023 Swingley Ridge RdChesterfield, 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 Monticello_A Truss L01 Truss Type GABLE Qty 1 Ply 1 Monticello-A Job Reference (optional) I39977680 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 15:02:30 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:AU4ZU4Acl23Ept0URLgmi2zw4Nl-QpId0MVSvA_v9tNn6mtjvmAITH1cWgFqN5H5eMzt5cN Scale = 1:43.1 Sheet Front Full Sheathing 1 Ply 7/16" 4x8 OSB 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 29 28 27 26 25 24 23 22 21 20 19 18 4x4 3x4 4x4 3x6 3x4 4x4 18-5-018-5-0 -1-0-0 1-0-0 9-2-8 9-2-8 18-5-0 9-2-8 19-5-0 1-0-0 0-7-126-9-70-7-128.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-0-2], [16:0-2-1,0-0-2] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.11 0.04 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 16 16 16 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 192 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 -H 2-6-0, Right 2x4 SPF Stud -H 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 18-5-0. (lb) - Max Horz 2=-185(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 25, 26, 27, 28, 29, 22, 21, 20, 19, 18 Max Grav All reactions 250 lb or less at joint(s) 2, 23, 25, 26, 27, 28, 29, 22, 21, 16, 20, 19, 18 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10) 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 25, 26, 27, 28, 29, 22, 21, 20, 19, 18. 10) This truss design is based upon the building code shown. This code has been specified by the project engineer/architect, or building designer. The applicability of this code in any particular jurisdiction should be confirmed with the building official prior to truss fabrication. This determination is not the responsibility of the component/truss designer. January 21,2020 16023 Swingley Ridge RdChesterfield, 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 Monticello_A Truss L02 Truss Type Common Qty 5 Ply 1 Monticello-A Job Reference (optional) I39977681 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 15:02:31 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:AU4ZU4Acl23Ept0URLgmi2zw4Nl-u?s?DhV4gU6mn1y_gTOySzjRWhEtF5gzcl0eAozt5cM Scale = 1:42.4 1 2 3 4 5 6 7 8 5x9 1.5x4 4x4 1.5x4 5x9 5x9 9-2-89-2-8 18-5-09-2-8 -1-0-0 1-0-0 4-9-0 4-9-0 9-2-8 4-5-8 13-8-0 4-5-8 18-5-0 4-9-0 19-5-0 1-0-0 0-7-126-9-70-7-128.00 12 Plate Offsets (X,Y)-- [2:0-2-2,0-3-7], [2:0-3-8,Edge], [6:0-3-8,Edge], [6:0-2-2,0-3-7], [8:0-4-8,0-3-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.22 0.61 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.25 0.02 (loc) 8-11 8-11 6 l/defl >999 >869 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: 2x6 SPF No.2 , Right: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=899/0-3-8, 6=899/0-3-8 Max Horz 2=-185(LC 8) Max Uplift 2=-131(LC 10), 6=-131(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1094/243, 3-4=-835/213, 4-5=-835/213, 5-6=-1094/243 BOT CHORD 2-8=-163/866, 6-8=-80/847 WEBS 3-8=-320/204, 4-8=-98/547, 5-8=-320/204 NOTES-(7) 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=131, 6=131. 7) This truss design is based upon the building code shown. This code has been specified by the project engineer/architect, or building designer. The applicability of this code in any particular jurisdiction should be confirmed with the building official prior to truss fabrication. This determination is not the responsibility of the component/truss designer. January 21,2020 16023 Swingley Ridge RdChesterfield, 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 Monticello_A Truss L03 Truss Type Common Qty 2 Ply 1 Monticello-A Job Reference (optional) I39977682 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 15:02:32 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:AU4ZU4Acl23Ept0URLgmi2zw4Nl-MCQNR1WiRoEdPBXAEBvB_BFc85a3_Ys7rPmBjEzt5cL Scale = 1:41.7 1 2 3 4 5 6 5x9 1.5x4 4x4 1.5x4 4x8 4x8 9-2-89-2-8 18-5-09-2-8 4-9-0 4-9-0 9-2-8 4-5-8 13-8-0 4-5-8 18-5-0 4-9-0 0-7-126-9-70-7-128.00 12 Plate Offsets (X,Y)-- [1:0-2-2,0-3-7], [1:0-5-2,0-2-0], [5:0-5-2,0-2-0], [5:0-2-2,0-3-7], [6:0-4-8,0-3-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.23 0.61 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.26 0.02 (loc) 6-9 6-12 5 l/defl >999 >860 n/a L/d 240 180 n/a PLATES MT20 Weight: 67 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 5-5-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=829/0-3-8, 5=829/0-3-8 Max Horz 1=-167(LC 6) Max Uplift 1=-107(LC 10), 5=-107(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1105/250, 2-3=-843/219, 3-4=-843/219, 4-5=-1105/250 BOT CHORD 1-6=-178/867, 5-6=-128/858 WEBS 2-6=-325/206, 3-6=-106/545, 4-6=-326/207 NOTES-(6) 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=107, 5=107. 6) This truss design is based upon the building code shown. This code has been specified by the project engineer/architect, or building designer. The applicability of this code in any particular jurisdiction should be confirmed with the building official prior to truss fabrication. This determination is not the responsibility of the component/truss designer. January 21,2020 16023 Swingley Ridge RdChesterfield, 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 Monticello_A Truss L04 Truss Type COMMON GIRDER Qty 1 Ply 2 Monticello-A Job Reference (optional) I39977683 8.330 s Dec 3 2019 MiTek Industries, Inc. Tue Jan 21 15:49:34 2020 Page 1 84 Lumber-0783, Franklin, Indiana ID:AU4ZU4Acl23Ept0URLgmi2zw4Nl-K?woxXK?ttL_HryuNRTq7n8lWfllBh8VlSMWmgzt4wF Scale = 1:42.3 1 2 3 4 5 9 8 7 6161718192021 22 23 8x12 8x12 6x12 MT20HS 4x8 5x6 5x9 12x12 5x6 5x9 4-8-114-8-11 9-2-84-5-13 13-8-54-5-13 18-5-04-8-11 4-8-11 4-8-11 9-2-8 4-5-13 13-8-5 4-5-13 18-5-0 4-8-11 0-7-126-9-70-7-128.00 12 Plate Offsets (X,Y)-- [1:0-2-4,0-3-1], [5:0-2-4,0-3-1], [6:0-6-12,0-2-8], [7:0-6-0,0-6-4], [9:0-6-12,0-2-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MS 0.64 0.45 0.89 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.24 0.04 (loc) 6-7 6-7 5 l/defl >999 >912 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 220 lb FT = 20% GRIP 197/144 187/143 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP DSS WEBS 2x4 SPF Stud *Except* 3-7: 2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2 , Right: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=7614/0-3-8 (req. 0-4-8), 5=6843/0-3-8 (req. 0-4-1) Max Horz 1=167(LC 22) Max Uplift 1=-875(LC 8), 5=-780(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-9740/1128, 2-3=-6925/861, 3-4=-6924/861, 4-5=-9594/1109 BOT CHORD 1-16=-970/8034, 16-17=-970/8034, 9-17=-970/8034, 8-9=-970/8034, 8-18=-970/8034, 18-19=-970/8034, 7-19=-970/8034, 7-20=-848/7909, 20-21=-848/7909, 6-21=-848/7909, 6-22=-848/7909, 22-23=-848/7909, 5-23=-848/7909 WEBS 3-7=-836/7253, 4-7=-2756/448, 4-6=-276/2834, 2-7=-2912/468, 2-9=-297/3000 NOTES-(12) 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 0-4-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 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) WARNING: Required bearing size at joint(s) 1, 5 greater than input bearing size. 8) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 875 lb uplift at joint 1 and 780 lb uplift at joint 5. 10) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1441 lb down and 170 lb up at 0-9-12, 1439 lb down and 172 lb up at 2-9-12, 1457 lb down and 173 lb up at 4-9-12, 1457 lb down and 173 lb up at 6-9-12, 1457 lb down and 173 lb up at 8-9-12, 1457 lb down and 173 lb up at 10-9-12, 1457 lb down and 173 lb up at 12-9-12, and 1457 lb down and 173 lb up at 14-9-12, and 1176 lb down and 132 lb up at 16-10-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.Continued on page 2 January 21,2020 16023 Swingley Ridge RdChesterfield, 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 Monticello_A Truss L04 Truss Type COMMON GIRDER Qty 1 Ply 2 Monticello-A Job Reference (optional) I39977683 8.330 s Dec 3 2019 MiTek Industries, Inc. Tue Jan 21 15:49:35 2020 Page 2 84 Lumber-0783, Franklin, Indiana ID:AU4ZU4Acl23Ept0URLgmi2zw4Nl-oBUA9tLdeBTrv?X5x9_3g?gwG35_w8Oe_653I6zt4wE 12) This truss design is based upon the building code shown. This code has been specified by the project engineer/architect, or building designer. The applicability of this code in any particular jurisdiction should be confirmed with the building official prior to truss fabrication. This determination is not the responsibility of the component/truss designer. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-70, 3-5=-70, 10-13=-20 Concentrated Loads (lb) Vert: 9=-1457(F) 16=-1441(F) 17=-1439(F) 18=-1457(F) 19=-1457(F) 20=-1457(F) 21=-1457(F) 22=-1457(F) 23=-1176(F) 16023 Swingley Ridge RdChesterfield, 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 Monticello_A Truss P01 Truss Type GABLE Qty 2 Ply 1 Monticello-A Job Reference (optional) I39977684 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 15:02:34 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:AU4ZU4Acl23Ept0URLgmi2zw4Nl-IaY8rjYyzPUKeUhZLbxf3cL_TuPASV6QIjFIn7zt5cJ Scale = 1:17.5 Sheet Front Full Sheathing 1 Ply 7/16" 4x8 OSB 1 2 3 4 5 8 7 6 1.5x4 1.5x4 2x4 1.5x4 1.5x4 1.5x4 1.5x4 -1-0-0 1-0-0 5-8-12 5-8-12 0-4-122-9-65.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.11 0.06 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.00 (loc) 1 1 6 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 32 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 5-8-12. (lb) - Max Horz 2=117(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 6, 2, 7, 8 Max Grav All reactions 250 lb or less at joint(s) 6, 2, 7 except 8=264(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10) 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 2, 7, 8. 10) This truss design is based upon the building code shown. This code has been specified by the project engineer/architect, or building designer. The applicability of this code in any particular jurisdiction should be confirmed with the building official prior to truss fabrication. This determination is not the responsibility of the component/truss designer. January 21,2020 16023 Swingley Ridge RdChesterfield, 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 Monticello_A Truss P02 Truss Type Monopitch Qty 10 Ply 1 Monticello-A Job Reference (optional) I39977685 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 15:02:35 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:AU4ZU4Acl23Ept0URLgmi2zw4Nl-mn6W33YbkjcBGeFlvJSucpt3NIfyBy9ZXN_rJZzt5cI Scale = 1:17.7 1 2 3 4 8 1.5x4 3x4 1.5x4 -1-0-0 1-0-0 5-8-12 5-8-12 0-4-122-9-62-5-140-3-82-9-65.00 12 Plate Offsets (X,Y)-- [2:0-0-1,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.49 0.34 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.14 0.01 (loc) 4-7 4-7 2 l/defl >999 >476 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 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 5-8-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=328/0-3-8, 4=245/0-1-8 Max Horz 2=117(LC 11) Max Uplift 2=-67(LC 12), 4=-60(LC 12) Max Grav 2=334(LC 19), 4=269(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10) 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 7) 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. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 10) This truss design is based upon the building code shown. This code has been specified by the project engineer/architect, or building designer. The applicability of this code in any particular jurisdiction should be confirmed with the building official prior to truss fabrication. This determination is not the responsibility of the component/truss designer. January 21,2020 16023 Swingley Ridge RdChesterfield, 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 Monticello_A Truss PB01 Truss Type Piggyback Qty 1 Ply 1 Monticello-A Job Reference (optional) I39977686 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 15:02:35 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:AU4ZU4Acl23Ept0URLgmi2zw4Nl-mn6W33YbkjcBGeFlvJSucpt9jIkfBylZXN_rJZzt5cI Scale = 1:14.3 1 2 3 4 5 6 4x4 2x4 2x4 1.5x4 6-0-06-0-0 3-0-0 3-0-0 6-0-0 3-0-0 0-4-72-0-00-1-80-4-70-1-88.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.08 0.04 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.00 (loc) 5 4 4 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=149/4-6-2, 4=149/4-6-2, 6=176/4-6-2 Max Horz 2=-50(LC 8) Max Uplift 2=-41(LC 10), 4=-47(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9) 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 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) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) This truss design is based upon the building code shown. This code has been specified by the project engineer/architect, or building designer. The applicability of this code in any particular jurisdiction should be confirmed with the building official prior to truss fabrication. This determination is not the responsibility of the component/truss designer. January 21,2020 16023 Swingley Ridge RdChesterfield, 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 Monticello_A Truss PB02 Truss Type Piggyback Qty 17 Ply 1 Monticello-A Job Reference (optional) I39977687 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 15:02:36 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:AU4ZU4Acl23Ept0URLgmi2zw4Nl-FzguGPZDV0k2toqxT0_791QJTi4uwP?il1kPs0zt5cH Scale = 1:14.3 1 2 3 4 5 6 4x4 2x4 2x4 1.5x4 6-0-06-0-0 3-0-0 3-0-0 6-0-0 3-0-0 0-4-72-0-00-1-80-4-70-1-88.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.08 0.04 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.00 (loc) 5 4 4 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=149/4-6-2, 4=149/4-6-2, 6=176/4-6-2 Max Horz 2=-50(LC 8) Max Uplift 2=-41(LC 10), 4=-47(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9) 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 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) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) This truss design is based upon the building code shown. This code has been specified by the project engineer/architect, or building designer. The applicability of this code in any particular jurisdiction should be confirmed with the building official prior to truss fabrication. This determination is not the responsibility of the component/truss designer. January 21,2020 16023 Swingley Ridge RdChesterfield, 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 Monticello_A Truss PB03 Truss Type Piggyback Qty 1 Ply 1 Monticello-A Job Reference (optional) I39977688 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 15:02:37 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:AU4ZU4Acl23Ept0URLgmi2zw4Nl-j9EGUlarGKsvVyP81kVMhEzUD6Q7frFs_hTyOSzt5cG Scale = 1:14.3 1 2 3 4 5 6 4x4 2x4 2x4 1.5x4 6-0-06-0-0 3-0-0 3-0-0 6-0-0 3-0-0 0-4-72-0-00-1-80-4-70-1-88.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.08 0.04 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.00 (loc) 5 4 4 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=149/4-6-2, 4=149/4-6-2, 6=176/4-6-2 Max Horz 2=-50(LC 8) Max Uplift 2=-41(LC 10), 4=-47(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9) 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 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) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) This truss design is based upon the building code shown. This code has been specified by the project engineer/architect, or building designer. The applicability of this code in any particular jurisdiction should be confirmed with the building official prior to truss fabrication. This determination is not the responsibility of the component/truss designer. January 21,2020 16023 Swingley Ridge RdChesterfield, 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 Monticello_A Truss V01 Truss Type GABLE Qty 1 Ply 1 Monticello-A Job Reference (optional) I39977689 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 15:02:38 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:AU4ZU4Acl23Ept0URLgmi2zw4Nl-BMnfh5bT1e?m76_KaR0bESVfCVmSOGt?DLDWwuzt5cF Scale = 1:45.3 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 103x4 4x4 3x4 3x6 17-3-217-3-2 8-7-9 8-7-9 17-3-2 8-7-9 0-0-47-2-50-0-410.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.06 0.04 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 74 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 17-3-2. (lb) - Max Horz 1=186(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 9, 14, 16, 12, 11 except 17=-116(LC 10), 10=-116(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 9, 13, 14, 16, 17, 12, 11, 10 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8) 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) All plates are 1.5x4 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) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9, 14, 16, 12, 11 except (jt=lb) 17=116, 10=116. 8) This truss design is based upon the building code shown. This code has been specified by the project engineer/architect, or building designer. The applicability of this code in any particular jurisdiction should be confirmed with the building official prior to truss fabrication. This determination is not the responsibility of the component/truss designer. January 21,2020 16023 Swingley Ridge RdChesterfield, 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 Monticello_A Truss V02 Truss Type Valley Qty 1 Ply 1 Monticello-A Job Reference (optional) I39977690 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 15:02:38 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:AU4ZU4Acl23Ept0URLgmi2zw4Nl-BMnfh5bT1e?m76_KaR0bESVehVlUOH6?DLDWwuzt5cF Scale = 1:37.3 1 2 3 4 5 8 7 63x4 4x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 14-0-1214-0-12 7-0-6 7-0-6 14-0-12 7-0-6 0-0-45-10-50-0-410.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.16 0.10 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 46 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-0-12. (lb) - Max Horz 1=150(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-197(LC 10), 6=-197(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=264(LC 1), 8=383(LC 17), 6=382(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-307/238, 4-6=-307/238 NOTES-(7) 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 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) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=197, 6=197. 7) This truss design is based upon the building code shown. This code has been specified by the project engineer/architect, or building designer. The applicability of this code in any particular jurisdiction should be confirmed with the building official prior to truss fabrication. This determination is not the responsibility of the component/truss designer. January 21,2020 16023 Swingley Ridge RdChesterfield, 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 Monticello_A Truss V03 Truss Type Valley Qty 1 Ply 1 Monticello-A Job Reference (optional) I39977691 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 15:02:39 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:AU4ZU4Acl23Ept0URLgmi2zw4Nl-fYL1vRc5ox7dlFZW89Xqmf2mvv3w7kY9S?y3SKzt5cE Scale = 1:29.0 1 2 3 43x4 4x6 3x4 1.5x4 10-10-510-10-5 5-5-3 5-5-3 10-10-5 5-5-3 0-0-44-6-50-0-410.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.32 0.21 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 32 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=245/10-10-5, 3=245/10-10-5, 4=415/10-10-5 Max Horz 1=-114(LC 6) Max Uplift 1=-44(LC 10), 3=-58(LC 11), 4=-18(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-260/84 NOTES-(7) 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 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) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 7) This truss design is based upon the building code shown. This code has been specified by the project engineer/architect, or building designer. The applicability of this code in any particular jurisdiction should be confirmed with the building official prior to truss fabrication. This determination is not the responsibility of the component/truss designer. January 21,2020 16023 Swingley Ridge RdChesterfield, 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 Monticello_A Truss V04 Truss Type Valley Qty 1 Ply 1 Monticello-A Job Reference (optional) I39977692 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 15:02:40 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:AU4ZU4Acl23Ept0URLgmi2zw4Nl-7kvP6mcjZFFUMP8iis23JtbzHJRxsCjIgfic?nzt5cD Scale = 1:21.7 1 2 3 42x4 4x4 2x4 1.5x4 0-0-50-0-5 7-7-157-7-10 3-10-0 3-10-0 7-7-15 3-10-0 0-0-43-2-50-0-410.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.22 0.10 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 22 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=181/7-7-5, 3=181/7-7-5, 4=255/7-7-5 Max Horz 1=78(LC 7) Max Uplift 1=-40(LC 10), 3=-50(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 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) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss design is based upon the building code shown. This code has been specified by the project engineer/architect, or building designer. The applicability of this code in any particular jurisdiction should be confirmed with the building official prior to truss fabrication. This determination is not the responsibility of the component/truss designer. January 21,2020 16023 Swingley Ridge RdChesterfield, 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 Monticello_A Truss V05 Truss Type Valley Qty 1 Ply 1 Monticello-A Job Reference (optional) I39977693 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 15:02:40 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:AU4ZU4Acl23Ept0URLgmi2zw4Nl-7kvP6mcjZFFUMP8iis23Jtb0qJS2sC5Igfic?nzt5cD Scale: 1"=1' 1 2 3 4 2x4 4x4 2x4 1.5x4 4-5-94-5-9 2-2-12 2-2-12 4-5-9 2-2-12 0-0-41-10-50-0-410.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.06 0.03 0.02 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 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=97/4-5-9, 3=97/4-5-9, 4=136/4-5-9 Max Horz 1=-41(LC 6) Max Uplift 1=-22(LC 10), 3=-27(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 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) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss design is based upon the building code shown. This code has been specified by the project engineer/architect, or building designer. The applicability of this code in any particular jurisdiction should be confirmed with the building official prior to truss fabrication. This determination is not the responsibility of the component/truss designer. January 21,2020 16023 Swingley Ridge RdChesterfield, 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 Monticello_A Truss V06 Truss Type Valley Qty 1 Ply 1 Monticello-A Job Reference (optional) I39977694 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 15:02:41 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:AU4ZU4Acl23Ept0URLgmi2zw4Nl-bwTnJ6dMKZNL_ZjvGaZIs479UjmEbdfSvJRAXDzt5cC Scale = 1:56.1 1 2 3 4 5 6 7 13 12 11 10 9 83x4 4x4 3x4 3x6 21-5-421-5-4 10-8-10 10-8-10 21-5-4 10-8-10 0-0-48-11-30-0-410.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.19 0.10 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 80 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 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. WEBS 1 Row at midpt 4-10 REACTIONS.All bearings 21-5-4. (lb) - Max Horz 1=233(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1, 7 except 11=-214(LC 10), 13=-164(LC 10), 9=-213(LC 11), 8=-165(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=290(LC 20), 11=421(LC 17), 13=336(LC 17), 9=421(LC 18), 8=336(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-255/186 WEBS 3-11=-340/264, 2-13=-263/204, 5-9=-339/263, 6-8=-263/204 NOTES-(8) 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) All plates are 1.5x4 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) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7 except (jt=lb) 11=214, 13=164, 9=213, 8=165. 8) This truss design is based upon the building code shown. This code has been specified by the project engineer/architect, or building designer. The applicability of this code in any particular jurisdiction should be confirmed with the building official prior to truss fabrication. This determination is not the responsibility of the component/truss designer. January 21,2020 16023 Swingley Ridge RdChesterfield, 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 Monticello_A Truss V07 Truss Type Valley Qty 1 Ply 1 Monticello-A Job Reference (optional) I39977695 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 15:02:42 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:AU4ZU4Acl23Ept0URLgmi2zw4Nl-3719XSe_5sVCcjI5pH5XOIgIz75dK4_b8zBj3fzt5cB Scale: 1/4"=1' 1 2 3 4 5 9 8 7 63x4 4x4 3x4 3x6 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 18-2-1318-2-13 9-1-7 9-1-7 18-2-13 9-1-7 0-0-47-7-30-0-410.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.27 0.15 0.19 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: 63 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 18-2-13. (lb) - Max Horz 1=197(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1 except 9=-258(LC 10), 6=-257(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 9=514(LC 17), 6=514(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-398/304, 4-6=-397/304 NOTES-(7) 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 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) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 9=258, 6=257. 7) This truss design is based upon the building code shown. This code has been specified by the project engineer/architect, or building designer. The applicability of this code in any particular jurisdiction should be confirmed with the building official prior to truss fabrication. This determination is not the responsibility of the component/truss designer. January 21,2020 16023 Swingley Ridge RdChesterfield, 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 Monticello_A Truss V08 Truss Type Valley Qty 1 Ply 1 Monticello-A Job Reference (optional) I39977696 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 15:02:43 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:AU4ZU4Acl23Ept0URLgmi2zw4Nl-XJbYkofcrAd3DttHN_cmxVDVGWSk3X6kMdwHb6zt5cA Scale = 1:39.7 1 2 3 4 5 8 7 63x4 4x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 15-0-215-0-2 15-0-70-0-5 7-6-4 7-6-4 15-0-7 7-6-4 0-0-46-3-30-0-410.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.17 0.09 0.13 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: 50 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-11-13. (lb) - Max Horz 1=161(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1 except 8=-208(LC 10), 6=-208(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=257(LC 1), 8=407(LC 17), 6=407(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-323/249, 4-6=-323/249 NOTES-(7) 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 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) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 8=208, 6=208. 7) This truss design is based upon the building code shown. This code has been specified by the project engineer/architect, or building designer. The applicability of this code in any particular jurisdiction should be confirmed with the building official prior to truss fabrication. This determination is not the responsibility of the component/truss designer. January 21,2020 16023 Swingley Ridge RdChesterfield, 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 Monticello_A Truss V09 Truss Type Valley Qty 1 Ply 1 Monticello-A Job Reference (optional) I39977697 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 15:02:44 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:AU4ZU4Acl23Ept0URLgmi2zw4Nl-0V9wy8fEcUlwr1SUxi7?Tjlg9woqo?5ubHgq8Yzt5c9 Scale = 1:31.3 1 2 3 4 5 8 7 63x4 4x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 11-10-111-10-1 5-11-0 5-11-0 11-10-1 5-11-0 0-0-44-11-30-0-410.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.16 0.10 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 37 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-10-1. (lb) - Max Horz 1=-125(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-187(LC 10), 6=-187(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=267(LC 1), 8=357(LC 17), 6=356(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-297/232, 4-6=-297/232 NOTES-(7) 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 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) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=187, 6=187. 7) This truss design is based upon the building code shown. This code has been specified by the project engineer/architect, or building designer. The applicability of this code in any particular jurisdiction should be confirmed with the building official prior to truss fabrication. This determination is not the responsibility of the component/truss designer. January 21,2020 16023 Swingley Ridge RdChesterfield, 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 Monticello_A Truss V10 Truss Type Valley Qty 1 Ply 1 Monticello-A Job Reference (optional) I39977698 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 15:02:44 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:AU4ZU4Acl23Ept0URLgmi2zw4Nl-0V9wy8fEcUlwr1SUxi7?Tjle7wnPo0WubHgq8Yzt5c9 Scale = 1:24.3 1 2 3 42x4 4x4 2x4 1.5x4 8-7-108-7-10 4-3-13 4-3-13 8-7-10 4-3-13 0-0-43-7-30-0-410.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.29 0.13 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=207/8-7-10, 3=207/8-7-10, 4=291/8-7-10 Max Horz 1=89(LC 7) Max Uplift 1=-46(LC 10), 3=-57(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 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) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss design is based upon the building code shown. This code has been specified by the project engineer/architect, or building designer. The applicability of this code in any particular jurisdiction should be confirmed with the building official prior to truss fabrication. This determination is not the responsibility of the component/truss designer. January 21,2020 16023 Swingley Ridge RdChesterfield, 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 Monticello_A Truss V11 Truss Type Valley Qty 1 Ply 1 Monticello-A Job Reference (optional) I39977699 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 15:02:45 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:AU4ZU4Acl23Ept0URLgmi2zw4Nl-UiiI9UgsNntnTA0gVPeE0wIs_K9yXTE1qxPNg_zt5c8 Scale = 1:16.7 1 2 3 4 2x4 4x4 2x4 1.5x4 5-5-45-5-4 2-8-10 2-8-10 5-5-4 2-8-10 0-0-42-3-30-0-410.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.09 0.05 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=122/5-5-4, 3=122/5-5-4, 4=172/5-5-4 Max Horz 1=52(LC 7) Max Uplift 1=-27(LC 10), 3=-34(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 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) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss design is based upon the building code shown. This code has been specified by the project engineer/architect, or building designer. The applicability of this code in any particular jurisdiction should be confirmed with the building official prior to truss fabrication. This determination is not the responsibility of the component/truss designer. January 21,2020 16023 Swingley Ridge RdChesterfield, 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 Monticello_A Truss V12 Truss Type Valley Qty 1 Ply 1 Monticello-A Job Reference (optional) I39977700 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 15:02:46 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:AU4ZU4Acl23Ept0URLgmi2zw4Nl-yuGgNqhU85?d4Kbs279TY8q?ekUHGw9B3b9xCRzt5c7 Scale = 1:18.4 1 2 3 4 2x4 4x4 2x4 1.5x4 7-11-117-11-11 3-11-13 3-11-13 7-11-11 3-11-13 0-0-42-7-140-0-48.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.23 0.10 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: 21 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=174/7-11-11, 3=174/7-11-11, 4=283/7-11-11 Max Horz 1=63(LC 9) Max Uplift 1=-41(LC 10), 3=-50(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 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) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss design is based upon the building code shown. This code has been specified by the project engineer/architect, or building designer. The applicability of this code in any particular jurisdiction should be confirmed with the building official prior to truss fabrication. This determination is not the responsibility of the component/truss designer. January 21,2020 16023 Swingley Ridge RdChesterfield, 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 Monticello_A Truss V13 Truss Type Valley Qty 1 Ply 1 Monticello-A Job Reference (optional) I39977701 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 15:02:46 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:AU4ZU4Acl23Ept0URLgmi2zw4Nl-yuGgNqhU85?d4Kbs279TY8q2dkUUGwuB3b9xCRzt5c7 Scale = 1:9.3 1 2 3 2x4 3x4 2x4 3-11-113-11-11 1-11-13 1-11-13 3-11-11 1-11-13 0-0-41-3-140-0-48.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.04 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=135/3-11-11, 3=135/3-11-11 Max Horz 1=-27(LC 6) Max Uplift 1=-18(LC 10), 3=-18(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 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) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss design is based upon the building code shown. This code has been specified by the project engineer/architect, or building designer. The applicability of this code in any particular jurisdiction should be confirmed with the building official prior to truss fabrication. This determination is not the responsibility of the component/truss designer. January 21,2020 16023 Swingley Ridge RdChesterfield, 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 Monticello_A Truss V14 Truss Type Valley Qty 1 Ply 1 Monticello-A Job Reference (optional) I39977702 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 15:02:47 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:AU4ZU4Acl23Ept0URLgmi2zw4Nl-Q4q2aAi6vP7UiUA3cqgj5LND98qI?N7KHFuUktzt5c6 Scale = 1:13.6 1 2 3 4 5 3x4 2x4 2x4 3-4-03-4-0 -0-5-0 0-5-0 1-8-0 1-8-0 3-4-0 1-8-0 3-9-0 0-5-0 0-0-122-1-120-0-1212.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-0], [3:0-2-0,Edge], [4:0-2-6,0-1-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.05 0.12 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 4 4 4 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=168/3-4-0, 4=168/3-4-0 Max Horz 2=-51(LC 6) Max Uplift 2=-14(LC 11), 4=-20(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8) 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 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) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 4. 8) This truss design is based upon the building code shown. This code has been specified by the project engineer/architect, or building designer. The applicability of this code in any particular jurisdiction should be confirmed with the building official prior to truss fabrication. This determination is not the responsibility of the component/truss designer. January 21,2020 16023 Swingley Ridge RdChesterfield, 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 Monticello_A Truss W01 Truss Type Common Qty 2 Ply 1 Monticello-A Job Reference (optional) I39977703 8.330 s Jan 8 2020 MiTek Industries, Inc. Tue Jan 21 15:02:48 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:AU4ZU4Acl23Ept0URLgmi2zw4Nl-uHORoVilgiFLKelFAYByeZwN5XAOkqNTWue1HJzt5c5 Scale = 1:18.2 1 2 3 4 5 7 6 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1-8-01-8-0 3-4-01-8-0 -0-5-0 0-5-0 1-8-0 1-8-0 3-4-0 1-8-0 3-9-0 0-5-0 1-4-83-0-81-4-812.00 12 Plate Offsets (X,Y)-- [3:0-2-0,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MR 0.10 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 6-7 6-7 6 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 3-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=176/0-3-8, 6=176/0-3-8 Max Horz 7=-103(LC 8) Max Uplift 7=-23(LC 10), 6=-23(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) 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) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 6. 7) This truss design is based upon the building code shown. This code has been specified by the project engineer/architect, or building designer. The applicability of this code in any particular jurisdiction should be confirmed with the building official prior to truss fabrication. This determination is not the responsibility of the component/truss designer. January 21,2020 PRODUCT CODE APPROVALSLATERAL 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.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. 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 Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015edge 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 87654321BOTTOM CHORDSTOP CHORDSBEARING4 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 SystemGeneral 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.6-4-8WEBSTrusses 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.dimensions shown in ft-in-sixteenths