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HomeMy WebLinkAboutCALA 1 CLAY TRSRe: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). Liu, Xuegang Pages or sheets covered by this seal: I34848696 thru I34848727 My license renewal date for the state of Indiana is July 31, 2020. B18802914 Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. IMPORTANT NOTE: CALA 1 CLAY 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. October 3,2018 Job B18802914 Truss GE01 Truss Type Common Supported Gable Qty 1 Ply 1 CALA 1 CLAY Job Reference (optional) I34848696 8.220 s Sep 24 2018 MiTek Industries, Inc. Wed Oct 3 06:57:35 2018 Page 1 Builders First Source, mooresville,in ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-thWkQBgyij9i?AD?eI9L6osz6zRmHo__hBcAbWyXC7E Scale = 1:44.4 Sheet Back Full Sheathing 1 Ply 1/2RyDOW8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 4x6 3x4 3x8 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 3x8 22-0-0 22-0-0 -0-11-4 0-11-4 11-0-0 11-0-0 22-0-0 11-0-0 22-11-4 0-11-4 0-6-86-0-80-6-86.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-13], [2:0-2-9,Edge], [18:0-0-0,0-0-13], [18:0-2-9,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.06 0.02 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 19 19 18 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 101 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud, Right: 2x4 SPF-S 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 22-0-0. (lb) - Max Horz 2=60(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 2, 28, 29, 30, 32, 33, 34, 35, 26, 25, 24, 23, 22, 21, 20, 18 Max Grav All reactions 250 lb or less at joint(s) 2, 27, 28, 29, 30, 32, 33, 34, 35, 26, 25, 24, 23, 22, 21, 20, 18 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 28, 29, 30, 32, 33, 34, 35, 26, 25, 24, 23, 22, 21, 20, 18. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 3,2018 Job B18802914 Truss GE02 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 CALA 1 CLAY Job Reference (optional) I34848697 8.220 s Sep 24 2018 MiTek Industries, Inc. Wed Oct 3 06:57:38 2018 Page 1 Builders First Source, mooresville,in ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-HGBt2Diq?eXHseyaJQi2kQUTBBTyU8tQN9rrCryXC7B Scale = 1:104.9 Sheet Front Full Sheathing 1 Ply 1/2RyDOW8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 3132 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 96 95 94 93 92 91 90 89 88 87 86 85 84 83 82 81 80 79 78 77 76 75 74 73 72 71 70 69 68 67 66 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 4x6 4x6 4x6 3x6 3x6 5x6 6x6 6x6 4x6 7-3-13 7-3-13 31-10-4 24-6-7 59-3-4 27-5-0 -0-11-4 0-11-4 21-7-10 21-7-10 31-10-4 10-2-10 37-7-10 5-9-6 59-3-4 21-7-10 60-2-8 0-11-4 0-6-811-4-50-6-82-0-011-4-56.00 12 3.50 12 Plate Offsets (X,Y)-- [18:0-3-0,0-4-0], [31:0-3-0,0-4-0], [61:0-0-0,0-1-12], [61:0-2-4,0-0-4], [62:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.07 0.05 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.02 (loc) 48 48 48 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 474 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 31-66,30-67,29-68,28-69,27-70,25-73,24-74,23-75,22-76,21-77,20-78 ,19-79,18-80,32-65,33-64,34-63: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 18-31. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 95-96,93-94,92-93. WEBS 1 Row at midpt 26-71, 31-66, 30-67, 29-68, 28-69, 27-70, 25-73, 24-74, 23-75, 22-76, 21-77, 20-78, 19-79, 18-80, 17-81, 32-65, 33-64, 34-63, 35-62 REACTIONS.All bearings 59-3-4. (lb) - Max Horz 2=-111(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 2, 71, 68, 69, 70, 73, 74, 75, 76, 77, 78, 82, 83, 84, 86, 87, 88, 89, 90, 91, 93, 94, 95, 96, 64, 63, 62, 60, 59, 58, 57, 56, 55, 54, 53, 52, 51, 50, 48 Max Grav All reactions 250 lb or less at joint(s) 2, 92, 71, 66, 67, 68, 69, 70, 73, 74, 75, 76, 77, 78, 79, 80, 81, 82, 83, 84, 86, 87, 88, 89, 90, 91, 93, 94, 95, 96, 65, 64, 63, 62, 60, 59, 58, 57, 56, 55, 54, 53, 52, 51, 50, 48 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 9-10=-18/253, 10-11=-18/269, 11-12=-18/285, 12-13=-18/301, 13-14=-18/318, 14-15=-18/343, 15-16=-19/370, 16-17=-19/397, 17-18=-18/407, 18-19=-1/384, 19-20=-0/384, 20-21=-0/384, 21-22=-0/384, 22-23=-0/384, 23-24=-0/384, 24-25=-0/384, 25-26=-0/384, 26-27=-0/386, 27-28=-0/386, 28-29=-0/386, 29-30=-0/386, 30-31=-1/386, 31-32=-19/408, 32-33=-19/399, 33-34=-19/372, 34-35=-17/344, 35-36=-19/320, 36-37=-19/294, 37-38=-18/269 NOTES-(13-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 71, 68, 69, 70, 73, 74, 75, 76, 77, 78, 82, 83, 84, 86, 87, 88, 89, 90, 91, 93, 94, 95, 96, 64, 63, 62, 60, 59, 58, 57, 56, 55, 54, 53, 52, 51, 50, 48. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 92, 73, 74, 75, 76, 77, 78, 79, 80, 81, 82, 83, 84, 86, 87, 88, 89, 90, 91, 93, 94, 95, 96.Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 3,2018 Job B18802914 Truss GE02 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 CALA 1 CLAY Job Reference (optional) I34848697 8.220 s Sep 24 2018 MiTek Industries, Inc. Wed Oct 3 06:57:38 2018 Page 2 Builders First Source, mooresville,in ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-HGBt2Diq?eXHseyaJQi2kQUTBBTyU8tQN9rrCryXC7B NOTES-(13-14) 11) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18802914 Truss GE03 Truss Type Scissor Supported Gable Qty 1 Ply 1 CALA 1 CLAY Job Reference (optional) I34848698 8.220 s Sep 24 2018 MiTek Industries, Inc. Wed Oct 3 06:57:39 2018 Page 1 Builders First Source, mooresville,in ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-lSlFFYjSmyf8UoXmt8DHGe1dgao9DcLZcpaOkHyXC7A Scale = 1:39.6 Sheet Front Full Sheathing 1 Ply 1/2RyDOW8 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 2x4 3x4 4x6 3x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 8-0-0 8-0-0 16-0-0 8-0-0 -1-3-4 1-3-4 8-0-0 8-0-0 16-0-0 8-0-0 17-3-4 1-3-4 0-11-36-3-30-11-33-2-98.00 12 5.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.15 0.06 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 15 15 16 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 64 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 16-0-0. (lb) - Max Horz 28=-151(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 16, 23, 24, 25, 26, 27, 21, 20, 19, 18, 17 except 28=-125(LC 4) Max Grav All reactions 250 lb or less at joint(s) 28, 16, 22, 23, 24, 25, 26, 27, 21, 20, 19, 18, 17 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 23, 24, 25, 26, 27, 21, 20, 19, 18, 17 except (jt=lb) 28=125. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 22, 23, 24, 25, 26, 27, 21, 20, 19, 18, 17. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 3,2018 Job B18802914 Truss GE04 Truss Type Roof Special Structural Gable Qty 1 Ply 1 CALA 1 CLAY Job Reference (optional) I34848699 8.220 s Sep 24 2018 MiTek Industries, Inc. Wed Oct 3 06:57:42 2018 Page 1 Builders First Source, mooresville,in ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-A1ROualL2t1jLFFLYGn_uGfwfogaQl40Inp2LcyXC77 Scale = 1:60.4 Sheet Front Full Sheathing 1 Ply 1/2RyDOW8 1 2 3 4 5 6 7 8 18 17 16 15 14 13 12 11 10 9 4x6 3x12 4x6 4x8 5x6 6x10 6x10 3x6 3x6 7-8-8 7-8-8 15-5-0 7-8-8 23-5-0 8-0-0 -1-3-4 1-3-4 7-8-8 7-8-8 11-1-14 3-5-6 17-1-11 5-11-13 23-5-0 6-3-5 24-8-4 1-3-4 1-8-09-1-40-11-33-2-98.00 12 5.00 12 Plate Offsets (X,Y)-- [4:0-6-0,Edge], [6:0-0-0,0-1-12], [6:0-3-0,0-2-4], [7:0-1-3,0-1-12], [9:0-0-12,0-1-12], [9:0-7-8,Edge], [10:0-0-14,0-0-6], [12:0-3-0,0-2-4], [19:0-1-12,0-1-0], [21:0-1-12,0-1-0], [24:0-1-12,0-1-0], [35:0-1-12,0-1-0], [39:0-1-12,0-1-0], [48:0-2-2,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 1.00 0.65 0.93 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.35 0.23 (loc) 11-12 11-12 9 l/defl >999 >540 n/a L/d 240 180 n/a PLATES MT20 Weight: 150 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-11,2-18: 2x4 SPF No.2, 7-9: 2x4 SP 2400F 2.0E OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 10-11,9-10. REACTIONS.All bearings 7-8-8 except (jt=length) 9=0-3-8. (lb) - Max Horz 18=-225(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 16, 17 except 18=-228(LC 11), 9=-119(LC 7), 13=-258(LC 2) Max Grav All reactions 250 lb or less at joint(s) 18, 14, 15, 16 except 12=1260(LC 1), 12=1260(LC 1), 9=620(LC 1), 17=301(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-81/324, 3-4=-457/123, 4-5=-799/184, 5-7=-1052/174, 2-18=-274/213, 7-9=-833/181 BOT CHORD 11-12=-277/173, 10-11=0/748, 9-10=-67/841 WEBS 3-12=-915/6, 3-11=0/530, 4-11=-130/465, 5-10=-271/189 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Bearing at joint(s) 9 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 capable of withstanding 100 lb uplift at joint(s) 16, 17 except (jt=lb) 18=228, 9=119, 13=258. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 3,2018 Job B18802914 Truss GE05 Truss Type Monopitch Supported Gable Qty 1 Ply 1 CALA 1 CLAY Job Reference (optional) I34848700 8.220 s Sep 24 2018 MiTek Industries, Inc. Wed Oct 3 06:57:42 2018 Page 1 Builders First Source, mooresville,in ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-A1ROualL2t1jLFFLYGn_uGf5AoofQzo0Inp2LcyXC77 Scale = 1:29.4 Sheet Front Full Sheathing 1 Ply 1/2RyDOW8 1 2 3 4 5 6 12 11 10 9 8 7 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6-0-0 6-0-0 1-10-24-10-26.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.27 0.13 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 6-0-0. (lb) - Max Horz 12=136(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 12, 7, 8, 9, 10 except 11=-294(LC 5) Max Grav All reactions 250 lb or less at joint(s) 7, 8, 9, 10, 11 except 12=328(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 7, 8, 9, 10 except (jt=lb) 11=294. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 3,2018 Job B18802914 Truss GE06 Truss Type GABLE Qty 1 Ply 1 CALA 1 CLAY Job Reference (optional) I34848701 8.220 s Sep 24 2018 MiTek Industries, Inc. Wed Oct 3 06:57:45 2018 Page 1 Builders First Source, mooresville,in ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-ac7WWcoDLoQICj_wDOKhWvHXA?oYdHgS_l1iyxyXC74 Scale = 1:82.5 Sheet Front Full Sheathing 1 Ply 1/2RyDOW8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 3536 74 73 72 71 70 69 68 67 66 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 373x6 3x6 3x6 3x6 3x6 3x6 5x6 5x6 23-3-0 23-3-0 44-8-0 21-5-0 13-0-6 13-0-6 23-3-0 10-2-10 29-0-6 5-9-6 44-8-0 15-7-10 2-10-211-4-52-0-03-6-82-0-011-4-56.00 12 Plate Offsets (X,Y)-- [11:0-3-0,0-2-0], [23:0-3-0,0-2-0], [33:0-2-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.60 0.25 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.18 (loc) - - 36 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 382 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 19-54: 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 9-65,8-66,7-67,6-69,5-70,4-71,3-72,2-73,28-44,29-43,30-42,31-41 ,32-40,34-39,35-38: 2x4 SPF-S 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.): 11-23. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 19-54, 18-56, 17-57, 16-58, 15-59, 14-60, 13-61, 12-62, 11-63, 10-64, 20-53, 21-52, 22-51, 23-49, 24-48, 25-47, 26-46, 27-45 REACTIONS.All bearings 44-8-0. (lb) - Max Horz 74=-174(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 37, 36, 56, 57, 58, 59, 60, 61, 62, 64, 65, 66, 67, 69, 70, 71, 72, 53, 52, 51, 48, 47, 46, 45, 44, 43, 42, 41, 40, 39, 38, 55 except 74=-393(LC 4), 73=-281(LC 5) Max Grav All reactions 250 lb or less at joint(s) 37, 36, 54, 56, 57, 58, 59, 60, 61, 62, 63, 64, 65, 66, 67, 69, 70, 71, 72, 53, 52, 51, 49, 48, 47, 46, 45, 44, 43, 42, 41, 40, 39, 38, 55 except 74=285(LC 5), 73=400(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 8-9=-19/274, 9-10=-17/301, 10-11=-21/321, 11-12=-1/299, 12-13=-0/299, 13-14=-0/299, 14-15=-0/299, 15-16=-0/299, 16-17=-0/299, 17-18=-0/299, 18-19=-0/299, 19-20=-0/308, 20-21=-0/308, 21-22=-0/308, 22-23=-1/308, 23-24=-20/329, 24-25=-19/311, 25-26=-19/284, 26-27=-19/258 NOTES-(15-16) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Bearing at joint(s) 36, 55 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) 37, 36, 56, 57, 58, 59, 60, 61, 62, 64, 65, 66, 67, 69, 70, 71, 72, 53, 52, 51, 48, 47, 46, 45, 44, 43, 42, 41, 40, 39, 38, 55 except (jt=lb) 74=393, 73=281.Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 3,2018 Job B18802914 Truss GE06 Truss Type GABLE Qty 1 Ply 1 CALA 1 CLAY Job Reference (optional) I34848701 8.220 s Sep 24 2018 MiTek Industries, Inc. Wed Oct 3 06:57:45 2018 Page 2 Builders First Source, mooresville,in ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-ac7WWcoDLoQICj_wDOKhWvHXA?oYdHgS_l1iyxyXC74 NOTES-(15-16) 12) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 74, 56, 57, 58, 59, 60, 61, 62, 63, 64, 65, 66, 67, 69, 70, 71, 72, 73. 13) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 16) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18802914 Truss GE07 Truss Type Valley Qty 1 Ply 1 CALA 1 CLAY Job Reference (optional) I34848702 8.220 s Sep 24 2018 MiTek Industries, Inc. Wed Oct 3 06:57:45 2018 Page 1 Builders First Source, mooresville,in ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-ac7WWcoDLoQICj_wDOKhWvHdh?qGdJXS_l1iyxyXC74 Scale = 1:15.2 Sheet Front Full Sheathing 1 Ply 1/2RyDOW8 1 2 3 5 4 2x4 2x4 2x4 2x4 2x4 4-11-7 4-11-7 4-11-7 4-11-7 2-5-126.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.25 0.07 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=98/4-11-7, 4=-9/4-11-7, 5=247/4-11-7 Max Horz 1=66(LC 5) Max Uplift 4=-9(LC 1), 5=-44(LC 6) Max Grav 1=98(LC 1), 4=9(LC 6), 5=247(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable studs spaced at 1-4-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 6) Non Standard bearing condition. Review required. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 3,2018 Job B18802914 Truss PB01 Truss Type GABLE Qty 18 Ply 1 CALA 1 CLAY Job Reference (optional) I34848703 8.220 s Sep 24 2018 MiTek Industries, Inc. Wed Oct 3 06:57:46 2018 Page 1 Builders First Source, mooresville,in ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-2ogvjyor66Y9qsZ6n6rw26qpLPAEMlUbDPnGUNyXC73 Scale = 1:29.3 2 3 4 5 6 10 9 8 1 7 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 16-0-0 16-0-0 8-0-0 8-0-0 16-0-0 8-0-0 -0-0-43-11-124-0-00-1-00-1-86.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.19 0.09 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 42 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S 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 16-0-0. (lb) - Max Horz 1=37(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 2, 6, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7, 2, 6 except 9=276(LC 1), 10=319(LC 10), 8=319(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 2, 6, 10, 8. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 3,2018 Job B18802914 Truss PBE01 Truss Type GABLE Qty 1 Ply 1 CALA 1 CLAY Job Reference (optional) I34848704 8.220 s Sep 24 2018 MiTek Industries, Inc. Wed Oct 3 06:57:47 2018 Page 1 Builders First Source, mooresville,in ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-W?EHxHpTtPg0R08ILpN9bKM?6pX05DHlS3Wp0pyXC72 Scale = 1:29.6 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 1 11 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 16-0-0 16-0-0 8-0-0 8-0-0 16-0-0 8-0-0 -0-0-43-11-124-0-00-1-00-1-86.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.12 0.06 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 11 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 51 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S 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 16-0-0. (lb) - Max Horz 1=37(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 11, 2, 10, 16, 17, 18, 14, 13, 12 Max Grav All reactions 250 lb or less at joint(s) 1, 11, 2, 10, 15, 16, 17, 18, 14, 13, 12 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 11, 2, 10, 16, 17, 18, 14, 13, 12. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 3,2018 Job B18802914 Truss PBE02 Truss Type GABLE Qty 1 Ply 1 CALA 1 CLAY Job Reference (optional) I34848705 8.220 s Sep 24 2018 MiTek Industries, Inc. Wed Oct 3 06:57:48 2018 Page 1 Builders First Source, mooresville,in ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-_Bof8dq5ejos3AjVvXuO8XvAsCtFqgXugjGMZFyXC71 Scale = 1:29.6 Sheet Front Full Sheathing 1 Ply 1/2RyDOW8 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 1 11 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 16-0-0 16-0-0 8-0-0 8-0-0 16-0-0 8-0-0 -0-0-43-11-124-0-00-1-00-1-86.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.12 0.06 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 11 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 51 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S 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 16-0-0. (lb) - Max Horz 1=37(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 11, 2, 10, 16, 17, 18, 14, 13, 12 Max Grav All reactions 250 lb or less at joint(s) 1, 11, 2, 10, 15, 16, 17, 18, 14, 13, 12 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 11, 2, 10, 16, 17, 18, 14, 13, 12. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 3,2018 Job B18802914 Truss T01 Truss Type Common Qty 9 Ply 1 CALA 1 CLAY Job Reference (optional) I34848706 8.220 s Sep 24 2018 MiTek Industries, Inc. Wed Oct 3 06:57:49 2018 Page 1 Builders First Source, mooresville,in ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-TNM1MzrkP1wjhKIhSEPdglSF2c?JZ2c2vN?w5iyXC70 Scale = 1:39.2 1 2 3 4 5 6 7 8 4x6 6x10 5x12 2x4 2x4 6x10 11-0-0 11-0-0 22-0-0 11-0-0 -0-11-4 0-11-4 5-6-15 5-6-15 11-0-0 5-5-1 16-5-1 5-5-1 22-0-0 5-6-15 22-11-4 0-11-4 0-6-86-0-80-6-86.00 12 Plate Offsets (X,Y)-- [2:0-0-15,0-0-6], [2:0-6-9,0-0-4], [2:0-1-8,Edge], [6:0-1-8,Edge], [6:0-6-9,0-0-4], [6:0-0-15,0-0-6], [8:0-6-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.48 0.90 0.37 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.67 0.05 (loc) 6-8 6-8 6 l/defl >999 >391 n/a L/d 240 180 n/a PLATES MT20 Weight: 76 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud WEDGE Left: 2x6 SPF No.2, Right: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=933/0-3-8, 6=933/0-3-8 Max Horz 2=60(LC 6) Max Uplift 2=-77(LC 6), 6=-77(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1399/233, 3-4=-1060/167, 4-5=-1060/167, 5-6=-1399/233 BOT CHORD 2-8=-124/1187, 6-8=-124/1187 WEBS 4-8=-20/622, 5-8=-379/170, 3-8=-379/170 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 5) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 3,2018 Job B18802914 Truss T02 Truss Type Common Qty 1 Ply 1 CALA 1 CLAY Job Reference (optional) I34848707 8.220 s Sep 24 2018 MiTek Industries, Inc. Wed Oct 3 06:57:49 2018 Page 1 Builders First Source, mooresville,in ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-TNM1MzrkP1wjhKIhSEPdglSFrc?FZ2V2vN?w5iyXC70 Scale = 1:38.8 1 2 3 4 5 6 4x6 5x12 2x4 2x4 6x6 6x6 11-0-0 11-0-0 22-0-0 11-0-0 5-6-15 5-6-15 11-0-0 5-5-1 16-5-1 5-5-1 22-0-0 5-6-15 0-6-86-0-80-6-86.00 12 Plate Offsets (X,Y)-- [1:0-0-4,0-1-0], [1:0-0-10,0-6-8], [1:Edge,0-1-4], [5:Edge,0-1-4], [5:0-0-10,0-6-8], [5:0-0-4,0-1-0], [6:0-6-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.49 0.90 0.38 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.67 0.05 (loc) 5-6 5-6 5 l/defl >999 >387 n/a L/d 240 180 n/a PLATES MT20 Weight: 72 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud, Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=868/0-3-8, 5=868/0-3-8 Max Horz 1=-56(LC 4) Max Uplift 1=-42(LC 6), 5=-42(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1411/242, 2-3=-1068/173, 3-4=-1068/173, 4-5=-1411/242 BOT CHORD 1-6=-146/1200, 5-6=-146/1200 WEBS 3-6=-27/625, 4-6=-385/174, 2-6=-385/174 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5. 5) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 3,2018 Job B18802914 Truss T03 Truss Type PIGGYBACK BASE Qty 7 Ply 1 CALA 1 CLAY Job Reference (optional) I34848708 8.220 s Sep 24 2018 MiTek Industries, Inc. Wed Oct 3 06:57:50 2018 Page 1 Builders First Source, mooresville,in ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-xawPZJsMAK2aIUst0ywsDy_Sy0M5IOfB81lTd8yXC7? Scale = 1:105.1 1 2 3 4 5 6 7 8 9 10 11 12 13 142322 21 20 19 18 17 16 15 4x6 6x6 6x8 4x6 4x6 5x6 3x6 2x4 3x4 3x8 4x6 3x6 4x6 3x8 4x6 6x8 3x8 4x6 3x6 2x4 5x12 7-3-13 7-3-13 13-6-0 6-2-3 21-7-10 8-1-10 31-10-4 10-2-10 32-0-0 0-1-12 37-7-10 5-7-10 48-4-8 10-8-14 59-3-4 10-10-12 -0-11-4 0-11-4 7-3-13 7-3-13 14-5-11 7-1-15 21-7-10 7-1-15 26-8-15 5-1-5 31-10-4 5-1-5 37-7-10 5-9-6 44-9-9 7-1-15 51-11-8 7-1-15 59-3-4 7-3-12 60-2-8 0-11-4 0-6-811-4-50-6-82-0-011-4-56.00 12 3.50 12 Plate Offsets (X,Y)-- [9:0-5-4,0-3-0], [13:0-0-0,0-0-6], [19:0-2-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.34 0.86 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.33 -0.84 0.03 (loc) 19-20 19-20 13 l/defl >665 >264 n/a L/d 240 180 n/a PLATES MT20 Weight: 308 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-23,3-22,5-22,17-19,10-15,12-15: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-9 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 6-9. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-20, 7-19, 9-19, 10-17 2 Rows at 1/3 pts 8-18 REACTIONS.All bearings 0-5-8 except (jt=length) 18=0-3-8, 13=0-3-8. (lb) - Max Horz 2=-111(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 2, 18 except 22=-136(LC 6), 13=-128(LC 7) Max Grav All reactions 250 lb or less at joint(s) except 2=392(LC 10), 18=2184(LC 1), 22=1440(LC 10), 13=957(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-393/101, 3-5=-68/721, 7-8=0/604, 8-9=0/598, 10-12=-1107/241, 12-13=-1415/262 BOT CHORD 2-23=-63/320, 22-23=-52/272, 20-22=-373/159, 15-17=0/643, 13-15=-132/1203 WEBS 18-19=-2162/232, 8-19=-361/111, 3-23=0/294, 3-22=-845/195, 5-22=-1071/169, 5-20=0/494, 6-20=-357/64, 7-20=0/380, 7-19=-737/94, 17-19=0/255, 9-19=-1199/173, 9-17=-104/691, 10-17=-807/229, 10-15=-4/648, 12-15=-426/196 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 18 except (jt=lb) 22=136, 13=128. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 3,2018 Job B18802914 Truss T04 Truss Type Scissor Qty 2 Ply 1 CALA 1 CLAY Job Reference (optional) I34848709 8.220 s Sep 24 2018 MiTek Industries, Inc. Wed Oct 3 06:57:51 2018 Page 1 Builders First Source, mooresville,in ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-PmUnmfs_xeARweR3afR5lAXZ8Qpb1wiKMhU19ayXC7_ Scale = 1:39.6 1 2 3 4 5 8 7 6 4x6 3x4 3x4 5x12 5x12 6x8 8-0-0 8-0-0 16-0-0 8-0-0 -1-3-4 1-3-4 8-0-0 8-0-0 16-0-0 8-0-0 17-3-4 1-3-4 0-11-36-3-30-11-33-2-98.00 12 5.00 12 Plate Offsets (X,Y)-- [2:0-4-15,0-2-8], [4:0-4-15,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.63 0.34 0.46 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.34 0.12 (loc) 6-7 6-7 6 l/defl >999 >550 n/a L/d 240 180 n/a PLATES MT20 Weight: 66 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-8,4-6: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 8=712/0-3-8, 6=712/0-3-8 Max Horz 8=-150(LC 4) Max Uplift 8=-73(LC 6), 6=-73(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1271/0, 3-4=-1271/3, 2-8=-833/195, 4-6=-833/170 BOT CHORD 7-8=-242/565, 6-7=-125/565 WEBS 3-7=0/841, 2-7=0/518, 4-7=-101/518 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 8, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 3,2018 Job B18802914 Truss T05 Truss Type Roof Special Qty 2 Ply 1 CALA 1 CLAY Job Reference (optional) I34848710 8.220 s Sep 24 2018 MiTek Industries, Inc. Wed Oct 3 06:57:52 2018 Page 1 Builders First Source, mooresville,in ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-ty2A_?tciyIIYn0G8MyKIN4kwq6kmJGUbLEah1yXC6z Scale = 1:56.1 1 2 3 4 5 6 7 8 13 12 11 10 9 4x6 3x6 3x4 5x6 8x10 3x6 4x6 3x6 8x8 7-6-12 7-6-12 7-8-8 0-1-12 15-5-0 7-8-8 23-5-0 8-0-0 -1-3-4 1-3-4 7-8-8 7-8-8 11-1-14 3-5-6 17-1-11 5-11-13 23-5-0 6-3-5 24-8-4 1-3-4 1-8-09-1-40-11-33-2-98.00 12 5.00 12 Plate Offsets (X,Y)-- [7:0-1-4,0-2-0], [7:0-2-1,0-0-6], [10:0-0-14,0-0-6], [11:0-5-0,0-3-13], [12:0-3-12,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.63 0.53 0.76 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.33 0.13 (loc) 9-10 9-10 9 l/defl >999 >558 n/a L/d 240 180 n/a PLATES MT20 Weight: 97 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-9 REACTIONS.(lb/size) 13=420/0-5-8, 12=876/0-3-8, 9=723/0-3-8 Max Horz 13=-225(LC 4) Max Uplift 13=-165(LC 6), 9=-107(LC 7) Max Grav 13=445(LC 10), 12=876(LC 1), 9=723(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-254/206, 3-4=-577/122, 4-5=-1210/200, 5-7=-455/135, 2-13=-375/210, 7-9=-463/157 BOT CHORD 11-12=-246/278, 10-11=-7/1109, 9-10=-82/1194 WEBS 3-12=-745/2, 3-11=0/389, 4-11=-146/834, 5-10=-250/193, 5-9=-1007/81 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=165, 9=107. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 3,2018 Job B18802914 Truss T06 Truss Type Roof Special Qty 1 Ply 1 CALA 1 CLAY Job Reference (optional) I34848711 8.220 s Sep 24 2018 MiTek Industries, Inc. Wed Oct 3 06:57:52 2018 Page 1 Builders First Source, mooresville,in ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-ty2A_?tciyIIYn0G8MyKIN4k6q6imI5UbLEah1yXC6z Scale = 1:55.6 1 2 3 4 5 6 7 12 11 10 9 8 3x4 4x6 3x6 2x4 5x6 8x10 3x6 4x6 8x8 6-5-4 6-5-4 6-7-0 0-1-12 14-3-8 7-8-8 22-3-8 8-0-0 6-7-0 6-7-0 10-0-6 3-5-6 16-0-3 5-11-13 22-3-8 6-3-5 23-6-12 1-3-4 2-5-09-1-40-11-33-2-98.00 12 5.00 12 Plate Offsets (X,Y)-- [6:0-1-4,0-2-0], [6:0-2-1,0-0-6], [9:0-0-14,0-0-6], [10:0-5-0,0-3-13], [11:0-3-12,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.62 0.54 0.77 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.33 0.13 (loc) 8-9 8-9 8 l/defl >999 >566 n/a L/d 240 180 n/a PLATES MT20 Weight: 94 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 10-11. WEBS 1 Row at midpt 4-8 REACTIONS.(lb/size) 12=242/0-3-8, 11=897/0-3-8, 8=705/0-3-8 Max Horz 12=-245(LC 4) Max Uplift 12=-75(LC 6), 8=-90(LC 7) Max Grav 12=254(LC 10), 11=897(LC 1), 8=705(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-559/95, 3-4=-1149/113, 4-6=-447/126, 6-8=-459/153 BOT CHORD 10-11=-214/270, 9-10=0/1056, 8-9=-8/1142 WEBS 2-11=-756/33, 2-10=0/414, 3-10=-59/764, 4-8=-954/4 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 8. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 3,2018 Job B18802914 Truss T07 Truss Type Scissor Qty 2 Ply 1 CALA 1 CLAY Job Reference (optional) I34848712 8.220 s Sep 24 2018 MiTek Industries, Inc. Wed Oct 3 06:57:53 2018 Page 1 Builders First Source, mooresville,in ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-L9bYBLuETFQ99xbSh4TZrbcwYDUSVo0dq?z7DTyXC6y Scale = 1:56.5 1 2 3 4 7 6 5 3x4 4x8 8x8 6x8 4x6 3x6 8-0-0 8-0-0 16-0-0 8-0-0 3-8-14 3-8-14 9-8-11 5-11-13 16-0-0 6-3-5 6-7-59-1-40-11-33-2-98.00 12 5.00 12 Plate Offsets (X,Y)-- [4:0-2-1,0-0-6], [4:0-1-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.58 0.44 0.60 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.43 0.15 (loc) 6-7 6-7 5 l/defl >999 >440 n/a L/d 240 180 n/a PLATES MT20 Weight: 75 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-7, 3-5 REACTIONS.(lb/size) 7=628/0-3-8, 5=628/0-3-8 Max Horz 7=-283(LC 4) Max Uplift 7=-55(LC 7), 5=-19(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1196/75, 3-4=-402/92, 4-5=-338/83 BOT CHORD 6-7=-82/285, 5-6=-3/1221 WEBS 2-6=0/1097, 3-6=-262/207, 2-7=-597/0, 3-5=-1074/0 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 7, 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 3,2018 Job B18802914 Truss T08 Truss Type Piggyback Base Qty 1 Ply 1 CALA 1 CLAY Job Reference (optional) I34848713 8.220 s Sep 24 2018 MiTek Industries, Inc. Wed Oct 3 06:57:54 2018 Page 1 Builders First Source, mooresville,in ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-pL9wPhvsEZY0n5AeFn?oNo94Ldj5EDtn3fjhlvyXC6x Scale = 1:104.6 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 24 3x6 5x6 5x8 3x6 4x6 5x6 3x6 2x4 3x4 3x6 4x8 3x6 3x6 3x8 3x6 6x8 3x8 3x6 3x6 4x6 3x4 4x6 3x6 4-8-9 4-8-9 10-10-12 6-2-3 19-0-6 8-1-10 29-3-0 10-2-10 29-4-12 0-1-12 35-0-6 5-7-10 44-8-7 9-8-1 54-8-0 9-11-9 4-8-9 4-8-9 11-10-7 7-1-15 19-0-6 7-1-15 24-1-11 5-1-5 29-3-0 5-1-5 35-0-6 5-9-6 41-5-12 6-5-6 47-11-2 6-5-6 54-8-0 6-8-14 1-10-21-1-911-4-50-8-91-6-80-8-92-0-011-4-56.00 12 3.50 12 Plate Offsets (X,Y)-- [5:0-3-0,0-2-0], [8:0-6-0,0-2-8], [18:0-2-8,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.64 0.86 0.75 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.34 -0.85 0.03 (loc) 18-19 18-19 13 l/defl >663 >263 n/a L/d 240 180 n/a PLATES MT20 Weight: 269 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-22,2-21,4-21,16-18,10-14,1-24,12-13,2-23,10-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-8 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-19, 6-18, 8-18, 9-16, 10-13 2 Rows at 1/3 pts 7-17 REACTIONS.All bearings 0-3-8 except (jt=length) 21=0-5-8. (lb) - Max Horz 24=-141(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 17, 13, 24 except 21=-109(LC 6) Max Grav All reactions 250 lb or less at joint(s) except 17=2033(LC 1), 21=1280(LC 10), 13=854(LC 11), 24=271(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-36/463, 4-5=-307/140, 6-7=0/425, 7-8=0/419, 8-9=-255/191, 9-10=-918/212, 23-24=-271/53, 12-13=-251/98 BOT CHORD 22-23=-109/335, 21-22=-99/296, 14-16=0/576, 13-14=-79/882 WEBS 17-18=-2005/245, 7-18=-358/113, 2-22=0/256, 2-21=-631/179, 4-21=-958/159, 4-19=0/380, 5-19=-285/65, 6-19=0/352, 6-18=-709/104, 16-18=0/311, 8-18=-1015/168, 8-16=-103/605, 9-16=-675/202, 9-14=-12/495, 2-23=-286/64, 10-13=-897/110 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 24 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 13, 24 except (jt=lb) 21=109. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 3,2018 Job B18802914 Truss T09 Truss Type Monopitch Qty 10 Ply 1 CALA 1 CLAY Job Reference (optional) I34848714 8.220 s Sep 24 2018 MiTek Industries, Inc. Wed Oct 3 06:57:55 2018 Page 1 Builders First Source, mooresville,in ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-HXjIc1vU_tgtPFlrpVW1w0hIg1CYzrtwHJSEHLyXC6w Scale = 1:27.9 1 2 4 3 3x4 3x6 3x4 2x4 6-0-0 6-0-0 6-0-0 6-0-0 1-10-24-10-26.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.41 0.27 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.11 -0.00 (loc) 3-4 3-4 3 l/defl >999 >613 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=228/0-3-8, 3=228/0-3-8 Max Horz 4=136(LC 5) Max Uplift 3=-43(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 4) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 3,2018 Job B18802914 Truss T10 Truss Type Piggyback Base Qty 10 Ply 1 CALA 1 CLAY Job Reference (optional) I34848715 8.220 s Sep 24 2018 MiTek Industries, Inc. Wed Oct 3 06:57:55 2018 Page 1 Builders First Source, mooresville,in ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-HXjIc1vU_tgtPFlrpVW1w0hFA12ezkRwHJSEHLyXC6w Scale = 1:79.0 1 2 3 4 5 6 7 8 9 19 18 17 16 15 14 13 12 11 10 5x6 5x8 3x6 3x4 3x6 2x4 3x4 3x6 3x6 3x6 3x8 3x4 6x8 3x8 3x6 3x6 3x4 4x6 4x6 6-7-15 6-7-15 13-0-6 6-4-7 23-3-0 10-2-10 23-4-12 0-1-12 29-0-6 5-7-10 36-8-7 7-8-1 44-8-0 7-11-9 6-7-15 6-7-15 13-0-6 6-4-7 18-1-11 5-1-5 23-3-0 5-1-5 29-0-6 5-9-6 36-8-7 7-8-1 44-8-0 7-11-9 2-10-29-4-511-4-53-6-82-0-011-4-56.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-2-0], [6:0-6-0,0-2-8], [9:Edge,0-1-12], [15:0-2-0,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.63 0.90 0.48 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.36 -0.90 0.02 (loc) 15-16 15-16 10 l/defl >781 >309 n/a L/d 240 180 n/a PLATES MT20 Weight: 235 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-18,13-15,7-11,1-19,9-10,1-18: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-13 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 2-16, 3-16, 4-15, 6-15, 7-13 2 Rows at 1/3 pts 5-14 REACTIONS.(lb/size) 19=797/0-5-8, 14=2051/0-3-8, 10=699/0-3-8 Max Horz 19=-174(LC 4) Max Uplift 19=-40(LC 6), 14=-13(LC 5), 10=-60(LC 7) Max Grav 19=820(LC 10), 14=2051(LC 1), 10=731(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-829/152, 2-3=-612/170, 3-4=-458/184, 4-5=0/307, 5-6=0/302, 6-7=-308/176, 7-9=-673/145, 1-19=-755/132, 9-10=-661/128 BOT CHORD 16-18=-49/674, 11-13=0/523 WEBS 14-15=-2016/251, 5-15=-356/113, 2-16=-300/142, 4-16=-12/569, 4-15=-935/129, 13-15=0/325, 6-15=-801/150, 6-13=-70/450, 7-13=-496/163, 1-18=-34/677, 9-11=-2/518 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 14, 10. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 3,2018 Job B18802914 Truss V01 Truss Type Valley Qty 1 Ply 1 CALA 1 CLAY Job Reference (optional) I34848716 8.220 s Sep 24 2018 MiTek Industries, Inc. Wed Oct 3 06:57:56 2018 Page 1 Builders First Source, mooresville,in ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-ljHgqMw7lAok0PK1NC1GSDEWmRbbiHf3WyCnqoyXC6v Scale = 1:31.1 1 2 3 4 5 8 7 63x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-6 0-0-6 14-10-5 14-9-15 7-5-3 7-5-3 14-10-5 7-5-3 0-0-44-11-70-0-48.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.19 0.09 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 44 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-9-9. (lb) - Max Horz 1=-108(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=330(LC 10), 6=330(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 8, 6. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 3,2018 Job B18802914 Truss V02 Truss Type Valley Qty 1 Ply 1 CALA 1 CLAY Job Reference (optional) I34848717 8.220 s Sep 24 2018 MiTek Industries, Inc. Wed Oct 3 06:57:57 2018 Page 1 Builders First Source, mooresville,in ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-Ewr31ixlWUwbeZvDwwYV?RndXrxkRkIDlcxLMEyXC6u Scale = 1:25.3 1 2 3 4 5 8 7 63x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-6 0-0-6 11-10-5 11-9-15 5-11-3 5-11-3 11-10-5 5-11-3 0-0-43-11-70-0-48.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.38 0.10 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S 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 11-9-9. (lb) - Max Horz 1=-84(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=264(LC 1), 8=296(LC 10), 6=296(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 8, 6. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 3,2018 Job B18802914 Truss V03 Truss Type Valley Qty 1 Ply 1 CALA 1 CLAY Job Reference (optional) I34848718 8.220 s Sep 24 2018 MiTek Industries, Inc. Wed Oct 3 06:57:57 2018 Page 1 Builders First Source, mooresville,in ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-Ewr31ixlWUwbeZvDwwYV?RnbKrwZRlVDlcxLMEyXC6u Scale = 1:20.0 1 2 3 4 2x4 4x6 2x4 2x4 0-0-6 0-0-6 8-10-5 8-9-15 4-5-3 4-5-3 8-10-5 4-5-3 0-0-42-11-70-0-48.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.53 0.17 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: 22 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S 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=171/8-9-9, 3=171/8-9-9, 4=289/8-9-9 Max Horz 1=-61(LC 4) Max Uplift 1=-24(LC 6), 3=-28(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 3,2018 Job B18802914 Truss V04 Truss Type Valley Qty 1 Ply 1 CALA 1 CLAY Job Reference (optional) I34848719 8.220 s Sep 24 2018 MiTek Industries, Inc. Wed Oct 3 06:57:58 2018 Page 1 Builders First Source, mooresville,in ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-i6PRE2yNHo2SGiUQUd3kYeJr7EGRAC7MzGhuugyXC6t Scale = 1:14.7 1 2 3 4 2x4 4x6 2x4 2x4 0-0-6 0-0-6 5-10-5 5-9-15 2-11-3 2-11-3 5-10-5 2-11-3 0-0-41-11-70-0-48.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.20 0.07 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=106/5-9-9, 3=106/5-9-9, 4=180/5-9-9 Max Horz 1=-38(LC 4) Max Uplift 1=-15(LC 6), 3=-17(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 3,2018 Job B18802914 Truss V05 Truss Type Valley Qty 1 Ply 1 CALA 1 CLAY Job Reference (optional) I34848720 8.220 s Sep 24 2018 MiTek Industries, Inc. Wed Oct 3 06:57:58 2018 Page 1 Builders First Source, mooresville,in ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-i6PRE2yNHo2SGiUQUd3kYeJuoEHqACcMzGhuugyXC6t Scale = 1:7.5 1 2 3 2x4 3x4 2x4 0-0-6 0-0-6 2-10-5 2-9-15 1-5-3 1-5-3 2-10-5 1-5-3 0-0-40-11-70-0-48.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.03 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=76/2-9-9, 3=76/2-9-9 Max Horz 1=-15(LC 4) Max Uplift 1=-3(LC 6), 3=-3(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 3,2018 Job B18802914 Truss V06 Truss Type Valley Qty 1 Ply 1 CALA 1 CLAY Job Reference (optional) I34848721 8.220 s Sep 24 2018 MiTek Industries, Inc. Wed Oct 3 06:57:59 2018 Page 1 Builders First Source, mooresville,in ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-AIzpSOz?25AJts2c2Laz4ss2YedEvfsWCwQSQ7yXC6s Scale = 1:8.9 1 2 3 2x4 2x4 2x4 2-5-7 2-5-7 0-0-41-2-126.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.09 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=67/2-4-15, 3=67/2-4-15 Max Horz 1=27(LC 5) Max Uplift 1=-3(LC 6), 3=-9(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 5) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 3,2018 Job B18802914 Truss V07 Truss Type Valley Qty 1 Ply 1 CALA 1 CLAY Job Reference (optional) I34848722 8.220 s Sep 24 2018 MiTek Industries, Inc. Wed Oct 3 06:57:59 2018 Page 1 Builders First Source, mooresville,in ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-AIzpSOz?25AJts2c2Laz4ssziecpvfuWCwQSQ7yXC6s Scale = 1:25.3 1 2 3 5 42x4 2x4 2x4 2x4 2x4 6-8-5 6-8-5 0-0-44-5-88.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.40 0.12 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=38/6-7-15, 4=125/6-7-15, 5=322/6-7-15 Max Horz 1=122(LC 5) Max Uplift 1=-20(LC 4), 4=-19(LC 5), 5=-83(LC 6) Max Grav 1=64(LC 5), 4=125(LC 1), 5=322(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 5. 5) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 3,2018 Job B18802914 Truss V08 Truss Type Valley Qty 1 Ply 1 CALA 1 CLAY Job Reference (optional) I34848723 8.220 s Sep 24 2018 MiTek Industries, Inc. Wed Oct 3 06:58:00 2018 Page 1 Builders First Source, mooresville,in ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-eVXBfkzdpPJ9V0doc25Cd3P4p2wPe66fRaA?zZyXC6r Scale = 1:20.1 1 2 3 2x4 2x4 2x4 5-2-5 5-2-5 0-0-43-5-88.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.70 0.23 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=183/5-1-15, 3=183/5-1-15 Max Horz 1=92(LC 5) Max Uplift 3=-31(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 5) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 3,2018 Job B18802914 Truss V09 Truss Type Valley Qty 1 Ply 1 CALA 1 CLAY Job Reference (optional) I34848724 8.220 s Sep 24 2018 MiTek Industries, Inc. Wed Oct 3 06:58:00 2018 Page 1 Builders First Source, mooresville,in ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-eVXBfkzdpPJ9V0doc25Cd3PCL2yXe5ufRaA?zZyXC6r Scale = 1:27.7 1 2 3 4 5 8 7 63x4 4x6 3x4 2x4 5x6 2x4 2x4 2x4 0-0-8 0-0-8 16-4-4 16-3-12 8-2-2 8-2-2 16-4-4 8-2-2 0-0-44-1-10-0-46.00 12 Plate Offsets (X,Y)-- [8:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.16 0.09 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 44 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S 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 16-3-4. (lb) - Max Horz 1=-37(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=263(LC 1), 8=348(LC 10), 6=358(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-257/126, 4-6=-265/131 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 8, 6. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 3,2018 Job B18802914 Truss V10 Truss Type Valley Qty 1 Ply 1 CALA 1 CLAY Job Reference (optional) I34848725 8.220 s Sep 24 2018 MiTek Industries, Inc. Wed Oct 3 06:58:01 2018 Page 1 Builders First Source, mooresville,in ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-6h4Zt4_FajR07AC_9ldR9HxISSEqNYypgEvYV?yXC6q Scale = 1:21.7 1 2 3 43x12 4x8 3x12 2x4 0-0-8 0-0-8 12-4-4 12-3-12 6-2-2 6-2-2 12-4-4 6-2-2 0-0-43-1-10-0-46.00 12 Plate Offsets (X,Y)-- [1:0-9-11,Edge], [3:0-3-3,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-SH 0.45 0.34 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S 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=198/12-3-4, 3=198/12-3-4, 4=492/12-3-4 Max Horz 1=-27(LC 4) Max Uplift 1=-21(LC 6), 3=-25(LC 7), 4=-3(LC 6) Max Grav 1=202(LC 10), 3=202(LC 11), 4=492(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-296/103 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 3,2018 Job B18802914 Truss V11 Truss Type Valley Qty 1 Ply 1 CALA 1 CLAY Job Reference (optional) I34848726 8.220 s Sep 24 2018 MiTek Industries, Inc. Wed Oct 3 06:58:01 2018 Page 1 Builders First Source, mooresville,in ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-6h4Zt4_FajR07AC_9ldR9HxJuSH0NZapgEvYV?yXC6q Scale = 1:15.7 1 2 3 4 2x4 4x6 2x4 2x4 0-0-8 0-0-8 8-4-4 8-3-12 4-2-2 4-2-2 8-4-4 4-2-2 0-0-42-1-10-0-46.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.42 0.14 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: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S 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=144/8-3-4, 3=144/8-3-4, 4=279/8-3-4 Max Horz 1=-17(LC 4) Max Uplift 1=-20(LC 6), 3=-23(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 3,2018 Job B18802914 Truss V12 Truss Type Valley Qty 1 Ply 1 CALA 1 CLAY Job Reference (optional) I34848727 8.220 s Sep 24 2018 MiTek Industries, Inc. Wed Oct 3 06:58:02 2018 Page 1 Builders First Source, mooresville,in ID:ZO2O6XrKYh0WyIllVI6XoNznWgg-atey4Q?tL0ZtlKnBjT8giUUZ?seh60cyuuf61RyXC6p Scale = 1:8.1 1 2 3 2x4 3x4 2x4 0-0-8 0-0-8 4-4-4 4-3-12 2-2-2 2-2-2 4-4-4 2-2-2 0-0-41-1-10-0-46.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.08 0.11 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=124/4-3-4, 3=124/4-3-4 Max Horz 1=8(LC 5) Max Uplift 1=-6(LC 6), 3=-6(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 3,2018 edge of truss.from outside"16/1-0PRODUCT CODE APPROVALSJOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 8 7 6 54321BOTTOM CHORDSTOP CHORDSBEARINGLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal InjuryGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:6-4-8dimensions shown in ft-in-sixteenths (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015WEBSedge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 8 7 6 54321BOTTOM CHORDSTOP CHORDSBEARINGIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System General Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8dimensions shown in ft-in-sixteenthsWEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.