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HomeMy WebLinkAbout6GG - Trusses16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). May 28,2019 Liu, Xuegang Pages or sheets covered by this seal: I37228707 thru I37228770 My license renewal date for the state of Indiana is July 31, 2020. B19901614 Wedgewood 6 Grannan Grove IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 06/06/19 Mike Sheeks 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 Component available 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 B19901614 Truss CG01 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Wedgewood 6 Grannan Grove Job Reference (optional) I37228707 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 28 12:51:41 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-sk3DwP0W1AH5eajl2fo?gPMo5wAEihC4m4UM8qzBz7G Scale: 1/2"=1' 1 2 3 4 5 10 11 12 13 2x4 3x8 4x6 2x4 4-11-10 4-11-10 -1-7-7 1-7-7 4-11-10 4-11-10 1-0-144-2-83-11-00-3-84-2-87.57 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-MP 0.14 0.11 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.01 0.01 (loc) 5-8 5-8 2 5-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 28 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0 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. REACTIONS. (lb/size) 2=303/0-3-8, 5=175/0-1-8 Max Horz 2=112(LC 4) Max Uplift 2=-83(LC 5), 5=-61(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 70 lb down and 23 lb up at 1-4-10, and 49 lb down and 52 lb up at 2-8-10 on top chord, and 2 lb down and 13 lb up at 1-4-10, and 3 lb down and 29 lb up at 2-8-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 5-6=-20 Concentrated Loads (lb) Vert: 12=4(F) 13=2(B) May 28,2019 06/06/19 Mike Sheeks 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 Component available 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 B19901614 Truss GE01 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 6 Grannan Grove Job Reference (optional) I37228708 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 28 12:51:42 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-Kwdb8l18oUPyGkHycMJECdvxcKVzR6qE?kDwgGzBz7F Scale = 1:68.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 27 26 25 24 23 22 21 20 19 18 17 16 15 3x4 3x4 4x6 3x4 3x42x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 15-11-0 15-11-0 -0-10-8 0-10-8 7-11-8 7-11-8 15-11-0 7-11-8 1-0-1410-4-51-0-1414.00 12 Plate Offsets (X,Y)-- [8:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.29 0.14 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 1 1 15 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 113 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 *Except* 8-21,7-22,9-20: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-21, 7-22, 9-20 REACTIONS. All bearings 15-11-0. (lb) - Max Horz 27=269(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 22, 23, 24, 25, 20, 19, 18, 17 except 27=-203(LC 4), 15=-159(LC 5), 26=-201(LC 5), 16=-178(LC 7) Max Grav All reactions 250 lb or less at joint(s) 15, 22, 23, 24, 25, 26, 20, 19, 18, 17, 16 except 27=292(LC 5), 21=334(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-253/200, 7-8=-39/285, 8-9=-40/285 WEBS 8-21=-373/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22, 23, 24, 25, 20, 19, 18, 17 except (jt=lb) 27=203, 15=159, 26=201, 16=178. 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. May 28,2019 06/06/19 Mike Sheeks 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 Component available 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 B19901614 Truss GE02 Truss Type GABLE Gable l Gable COMMON Qty 1 Ply 1 Wedgewood 6 Grannan Grove Job Reference (optional) I37228709 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 28 12:51:44 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-GJkLYR3OK5ggV2RKknMiH1_7B7_dvqEWS2i1l8zBz7D Scale = 1:111.7 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 1237 38 39 40 41 6x6 6x6 6x6 4x6 6x6 4x6 8x10 3x6 4x83x43x64x8 4x8 4x6 3x6 4x6 4x8 4x6 3x6 3x8 MT18HS3x16 MT18HS 2x4 2x4 3x4 2x4 2x4 2x4 3x4 2x4 2x4 2x4 3x4 2x4 2x4 2x4 3x4 2x4 2x4 2x4 8-0-8 8-0-8 14-9-8 6-9-0 25-1-8 10-4-0 35-5-8 10-4-0 42-9-0 7-3-8 49-10-13 7-1-13 51-7-8 1-8-11 8-0-8 8-0-8 14-9-8 6-9-0 21-8-3 6-10-11 28-6-13 6-10-11 35-5-8 6-10-11 42-9-0 7-3-8 49-10-13 7-1-13 51-7-8 1-8-11 3-7-16-11-412-0-01-2-012-0-05.00 12 9.00 12 Plate Offsets (X,Y)-- [1:0-2-8,0-2-4], [10:0-3-8,0-4-0], [11:Edge,0-2-8], [13:0-1-0,0-0-12], [14:0-2-8,0-1-8], [21:0-2-8,0-2-0], [25:0-1-3,0-1-4], [28:0-1-3,0-1-4], [31:0-1-3,0-1-4], [34:0-1-3,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.92 0.90 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.46 -0.88 0.19 0.11 (loc) 16-17 16-17 12 16-17 l/defl >999 >703 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 318 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 12-15,15-18: 2x4 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 3-19,4-19,4-17,6-17,6-16,7-16: 2x4 SPF No.2, 1-22: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-13 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-12 max.): 3-7, 10-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-19, 4-19, 6-16, 9-16, 10-14, 1-22 REACTIONS. (lb/size) 12=2415/0-3-8, 22=2434/0-3-8 Max Horz 22=287(LC 5) Max Uplift 12=-17(LC 4), 22=-43(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2885/272, 2-3=-3018/351, 3-4=-2333/334, 4-6=-2865/356, 6-7=-2447/334, 7-9=-3192/352, 9-10=-3863/305, 10-11=-269/31, 11-12=-256/10, 1-22=-2358/235 BOT CHORD 21-22=-255/189, 19-21=-240/2597, 17-19=-200/2766, 16-17=-149/2805, 14-16=-139/3058, 13-14=-288/4406, 12-13=-274/4384 WEBS 2-21=-848/149, 2-19=-395/152, 3-19=-74/1329, 4-19=-973/204, 4-17=0/433, 6-17=-22/313, 6-16=-842/240, 7-16=-78/1437, 9-16=-811/181, 9-14=0/421, 10-14=-1359/150, 10-12=-4546/290, 1-21=-148/2744 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; 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 MT20 plates unless otherwise indicated. 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 22. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 28,2019 06/06/19 Mike Sheeks 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 Component available 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 B19901614 Truss GE03 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Wedgewood 6 Grannan Grove Job Reference (optional) I37228710 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 28 12:51:48 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-94_sOo6vOJA6_fl6zdQeSt90Rla1rr66NggEuwzBz79 Scale = 1:91.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 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 5251 50 49 48 47 46 45 4x6 4x6 6x6 4x6 4x6 4x6 3x6 5x6 8x8 5x6 4x6 4x6 50-3-0 50-3-0 -1-2-8 1-2-8 14-9-8 14-9-8 35-5-8 20-8-0 50-3-0 14-9-8 0-10-1412-0-00-10-1412-0-09.00 12 Plate Offsets (X,Y)-- [2:0-3-4,0-0-1], [9:0-4-0,0-4-8], [14:0-3-0,0-3-4], [44:0-3-4,0-0-1], [53:0-0-0,0-1-12], [54:0-1-12,0-0-0], [54:0-2-12,0-0-4], [63:0-0-0,0-1-12], [64:0-1-12 ,0-0-0], [64:0-2-12,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.07 0.03 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 0.01 -0.00 (loc) 1 1 44 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 499 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 10-77,9-78,8-79,7-80,6-81,5-82,4-83,35-51,37-50,38-49,39-48,40-47 ,41-46,42-45: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-8, Right 2x4 SPF-S Stud 1-6-9 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 14-31. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 31-56, 30-57, 29-58, 28-59, 27-60, 26-61, 25-62, 23-64, 22-65, 21-66, 20-67, 19-68, 18-69, 17-70, 16-71, 15-73, 13-74, 12-75, 11-76, 32-55, 33-54, 34-52 REACTIONS. All bearings 50-3-0. (lb) - Max Horz 2=276(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 57, 58, 59, 60, 61, 62, 64, 65, 66, 67, 68, 69, 70, 71, 73, 74, 75, 76, 77, 78, 79, 80, 81, 82, 83, 54, 52, 51, 50, 49, 48, 47, 46, 45, 44 except 2=-139(LC 4) Max Grav All reactions 250 lb or less at joint(s) 2, 56, 57, 58, 59, 60, 61, 62, 64, 65, 66, 67, 68, 69, 70, 71, 73, 74, 75, 76, 77, 78, 79, 80, 81, 82, 83, 55, 54, 52, 51, 50, 49, 48, 47, 46, 45, 44 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-302/229, 12-13=-41/251 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 57, 58, 59, 60, 61, 62, 64, 65, 66, 67, 68, 69, 70, 71, 73, 74, 75, 76, 77, 78, 79, 80, 81, 82, 83, 54, 52, 51, 50, 49, 48, 47, 46, 45, 44 except (jt=lb) 2=139. 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. May 28,2019 06/06/19 Mike Sheeks 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 Component available 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 B19901614 Truss GE04 Truss Type GABLE Qty 1 Ply 1 Wedgewood 6 Grannan Grove Job Reference (optional) I37228711 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 28 12:51:50 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-5S6cpU79wxQpDzvU42S6XIEGGY6zJXoPq_9LyozBz77 Scale = 1:87.1 1 2 3 4 5 10 9 8 7 6 2x4 4x6 4x6 3x6 2x4 2x4 5x8 3x4 5x6 2x4 3x8 3x8 3x6 2x4 2x4 2x4 2x4 4x6 2x4 2x4 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 4x6 2x4 2x4 2x4 4x6 2x4 2x4 2x4 3-8-15 3-8-15 10-2-0 6-5-1 16-7-1 6-5-1 18-10-0 2-2-15 3-8-15 3-8-15 10-2-0 6-5-1 16-7-1 6-5-1 18-10-0 2-2-15 1-7-613-5-121-7-61-9-02-2-314.00 12 14.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14], [7:0-2-0,0-0-0], [9:0-1-10,0-1-8], [15:0-0-15,0-1-8], [18:0-0-15,0-1-8], [28:0-0-15,0-1-8], [31:0-0-15,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.50 0.58 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.08 -0.25 0.35 0.09 (loc) 8-9 8-9 6 8-9 l/defl >999 >896 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 128 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-10,5-6: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 10=742/0-4-8, 6=742/0-4-8 Max Horz 10=332(LC 5) Max Uplift 10=-34(LC 7), 6=-49(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-728/175, 1-2=-2133/498, 2-3=-757/120, 3-4=-759/145, 4-5=-1422/94, 5-6=-710/32 BOT CHORD 9-10=-487/466, 8-9=-560/1295, 7-8=-33/911 WEBS 1-9=-334/1613, 2-9=-488/1031, 2-8=-933/493, 3-8=-61/582, 4-8=-534/218, 4-7=0/428, 5-7=-53/1010 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; 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 studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 10, 6 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) 10, 6. 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. May 28,2019 06/06/19 Mike Sheeks 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 Component available 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 B19901614 Truss GE05 Truss Type Monopitch Supported Gable Qty 1 Ply 1 Wedgewood 6 Grannan Grove Job Reference (optional) I37228712 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 28 12:51:50 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-5S6cpU79wxQpDzvU42S6XIEMCYEfJmjPq_9LyozBz77 Scale = 1:17.2 1 2 3 4 5 8 7 6 2x4 2x42x4 2x4 2x4 2x4 2x4 -0-10-8 0-10-8 5-9-8 5-9-8 0-3-142-8-135.00 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.12 0.09 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 1 1 6 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 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 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 5-9-8. (lb) - Max Horz 2=84(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 6, 2, 7, 8 Max Grav All reactions 250 lb or less at joint(s) 6, 2, 7, 8 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 2, 7, 8. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 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. May 28,2019 06/06/19 Mike Sheeks 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 Component available 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 B19901614 Truss GE06 Truss Type Monopitch Supported Gable Qty 1 Ply 1 Wedgewood 6 Grannan Grove Job Reference (optional) I37228713 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 28 12:51:51 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-Zff?0q8ngEYgr7Ugel_L4WnV1yaJ2CpY3evuUEzBz76 Scale = 1:22.1 1 2 3 4 5 6 10 9 8 7 2x4 2x42x42x4 2x4 2x4 2x4 2x4 2x4 -0-10-8 0-10-8 7-9-8 7-9-8 0-3-143-6-135.00 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.18 0.13 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.01 0.00 -0.00 (loc) 1 1 7 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 28 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 7-9-8. (lb) - Max Horz 2=114(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 7, 2, 8, 9, 10 Max Grav All reactions 250 lb or less at joint(s) 7, 2, 8, 9 except 10=307(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 2, 8, 9, 10. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 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. May 28,2019 06/06/19 Mike Sheeks 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 Component available 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 B19901614 Truss GE07 Truss Type Valley Qty 1 Ply 1 Wedgewood 6 Grannan Grove Job Reference (optional) I37228714 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 28 12:51:51 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-Zff?0q8ngEYgr7Ugel_L4WnVkybf2CwY3evuUEzBz76 Scale = 1:20.8 1 2 3 5 4 2x4 2x4 2x42x4 2x4 3-0-6 3-0-6 0-0-43-6-714.00 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.13 0.04 0.05 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: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=44/3-0-6, 4=34/3-0-6, 5=127/3-0-6 Max Horz 1=90(LC 5) Max Uplift 1=-29(LC 4), 4=-30(LC 5), 5=-76(LC 6) Max Grav 1=73(LC 5), 4=47(LC 4), 5=127(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 5. 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. May 28,2019 06/06/19 Mike Sheeks 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 Component available 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 B19901614 Truss GE08 Truss Type Valley Qty 1 Ply 1 Wedgewood 6 Grannan Grove Job Reference (optional) I37228715 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 28 12:51:52 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-1rDNEA9PRYgXSH2tCSVacjJdGMxqnf6iIIeS1hzBz75 Scale = 1:29.5 1 2 3 4 7 6 5 2x4 2x4 2x42x4 2x4 2x4 2x4 4-6-6 4-6-6 0-0-45-3-714.00 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.34 0.04 0.05 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: 20 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 4-6-6. (lb) - Max Horz 1=142(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6, 7 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 6, 7. 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. May 28,2019 06/06/19 Mike Sheeks 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 Component available 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 B19901614 Truss J01 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 6 Grannan Grove Job Reference (optional) I37228716 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 28 12:51:52 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-1rDNEA9PRYgXSH2tCSVacjJg7MxonfxiIIeS1hzBz75 Scale = 1:13.3 1 2 5 3 43x8 1-6-6 1-6-6 -1-2-8 1-2-8 1-6-6 1-6-6 0-10-142-0-111-7-32-0-119.00 12 Plate Offsets (X,Y)-- [2:0-0-15,0-1-4], [5:0-0-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.16 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 5 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-6-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=172/0-3-8, 3=12/Mechanical, 4=8/Mechanical Max Horz 5=86(LC 6) Max Uplift 5=-30(LC 6), 3=-17(LC 7), 4=-6(LC 6) Max Grav 5=172(LC 1), 3=13(LC 4), 4=25(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 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. May 28,2019 06/06/19 Mike Sheeks 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 Component available 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 B19901614 Truss J02 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 6 Grannan Grove Job Reference (optional) I37228717 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 28 12:51:53 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-W1nlRWA2CsoO4Qd3lA0p9xsq7mGAW6ArXyO?Z7zBz74 Scale = 1:17.4 1 2 5 3 4 2x4 3x4 1-6-2 1-6-2 -0-10-8 0-10-8 1-6-2 1-6-2 1-0-142-10-02-2-142-10-014.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.20 0.10 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.01 0.00 (loc) 5 5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-6-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=135/0-3-8, 3=24/Mechanical, 4=11/Mechanical Max Horz 5=112(LC 6) Max Uplift 3=-44(LC 6), 4=-22(LC 6) Max Grav 5=135(LC 1), 3=24(LC 1), 4=26(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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. May 28,2019 06/06/19 Mike Sheeks 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 Component available 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 B19901614 Truss M01 Truss Type Monopitch Qty 20 Ply 1 Wedgewood 6 Grannan Grove Job Reference (optional) I37228718 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 28 12:51:53 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-W1nlRWA2CsoO4Qd3lA0p9xsshmGaW6QrXyO?Z7zBz74 Scale = 1:24.9 1 2 3 5 4 2x4 2x4 3x6 3x4 2-9-8 2-9-8 -0-10-8 0-10-8 2-9-8 2-9-8 1-0-144-3-154-0-70-3-84-3-1514.00 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.10 0.07 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 16 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* 2-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=174/0-3-8, 4=87/0-1-8 Max Horz 5=155(LC 6) Max Uplift 4=-94(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 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. May 28,2019 06/06/19 Mike Sheeks 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 Component available 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 B19901614 Truss M02 Truss Type Monopitch Qty 8 Ply 1 Wedgewood 6 Grannan Grove Job Reference (optional) I37228719 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 28 12:51:54 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-_EL7fsAgz9wFiaCFJtX2h8Pwc9WOFT5?lc7Z5ZzBz73 Scale = 1:37.3 1 2 3 4 5 6 8 7 3x4 2x4 3x4 3x6 3x4 2x4 7-3-10 7-3-10 14-1-8 6-9-14 -0-10-8 0-10-8 7-3-10 7-3-10 14-1-8 6-9-14 15-10-8 1-9-0 0-3-146-11-46-2-85.00 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.54 0.49 0.41 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.17 0.02 0.11 (loc) 2-8 2-8 7 2-8 l/defl >999 >941 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 50 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-9-6 oc bracing. WEBS 1 Row at midpt 3-7 REACTIONS. (lb/size) 7=663/0-3-8, 2=616/0-10-0 Max Horz 2=216(LC 6) Max Uplift 7=-237(LC 6), 2=-152(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-857/371, 5-7=-286/190 BOT CHORD 2-8=-529/718, 7-8=-529/718 WEBS 3-8=-233/328, 3-7=-782/577 NOTES- 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; end vertical left exposed; porch 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=237, 2=152. 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. May 28,2019 06/06/19 Mike Sheeks 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 Component available 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 B19901614 Truss M03 Truss Type Monopitch Qty 1 Ply 1 Wedgewood 6 Grannan Grove Job Reference (optional) I37228720 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 28 12:51:55 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-SQvVsCBIkT26KknStb2HEMx5yZsO_st8_Gt6d0zBz72 Scale = 1:36.4 1 2 3 4 5 8 67 3x4 2x4 3x4 3x4 3x4 2x4 7-1-14 7-1-14 8-1-8 0-11-10 13-10-0 5-8-8 -0-10-8 0-10-8 7-1-14 7-1-14 13-10-0 6-8-2 0-3-146-1-15.00 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.57 0.50 0.69 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.20 0.01 0.13 (loc) 2-8 2-8 6 2-8 l/defl >999 >463 n/a >691 L/d 360 240 n/a 240 PLATES MT20 Weight: 46 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-2-2 oc bracing. REACTIONS. (lb/size) 6=410/6-0-0, 2=520/0-10-0, 7=214/0-3-8 Max Horz 2=192(LC 6) Max Uplift 6=-142(LC 6), 2=-157(LC 6) Max Grav 6=410(LC 1), 2=520(LC 1), 7=217(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-609/359 BOT CHORD 2-8=-476/495, 7-8=-476/495, 6-7=-476/495 WEBS 3-6=-537/522 NOTES- 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; end vertical left exposed; porch left 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=142, 2=157. 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. May 28,2019 06/06/19 Mike Sheeks 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 Component available 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 B19901614 Truss M04 Truss Type Monopitch Qty 5 Ply 1 Wedgewood 6 Grannan Grove Job Reference (optional) I37228721 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 28 12:51:55 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-SQvVsCBIkT26KknStb2HEMxB2ZyY_0g8_Gt6d0zBz72 Scale = 1:23.6 1 2 3 5 4 2x4 2x4 2x4 2x4 4-3-8 4-3-8 -1-2-8 1-2-8 4-3-8 4-3-8 0-10-144-1-83-10-00-3-84-1-89.00 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.18 0.11 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 0.00 0.01 (loc) 4-5 4-5 4 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 17 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 4-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=255/0-3-8, 4=146/0-1-8 Max Horz 5=124(LC 5) Max Uplift 5=-36(LC 6), 4=-39(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 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. May 28,2019 06/06/19 Mike Sheeks 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 Component available 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 B19901614 Truss M05 Truss Type MONOPITCH Qty 6 Ply 1 Wedgewood 6 Grannan Grove Job Reference (optional) I37228722 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 28 12:51:56 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-wcTu4XCwVnAzxuMeRIZWmZUMTzIyjTWHDwcfASzBz71 Scale = 1:15.6 1 2 3 5 4 2x4 2x4 3x6 3x4 2-0-0 2-0-0 -1-2-8 1-2-8 2-0-0 2-0-0 1-4-12-6-12-2-90-3-82-6-17.00 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 0.13 0.03 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 5 4-5 4 5 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 11 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* 2-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=182/0-3-8, 4=36/0-1-8 Max Horz 5=82(LC 6) Max Uplift 5=-16(LC 6), 4=-38(LC 6) Max Grav 5=182(LC 1), 4=41(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 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. May 28,2019 06/06/19 Mike Sheeks 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 Component available 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 B19901614 Truss M06 Truss Type Monopitch Qty 2 Ply 1 Wedgewood 6 Grannan Grove Job Reference (optional) I37228723 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 28 12:51:56 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-wcTu4XCwVnAzxuMeRIZWmZUJyzI_jTwHDwcfASzBz71 Scale = 1:15.2 1 2 3 5 4 2x4 2x4 3x4 2x4 1-4-0 1-4-0 -1-11-8 1-11-8 1-4-0 1-4-0 1-8-122-5-12-1-90-3-82-5-16.26 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.36 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 5 5 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 5=295/0-3-8, 4=-85/0-1-8 Max Horz 5=64(LC 6) Max Uplift 5=-69(LC 6), 4=-85(LC 1) Max Grav 5=295(LC 1), 4=1(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-269/140 NOTES- 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; end vertical left 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 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. May 28,2019 06/06/19 Mike Sheeks 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 Component available 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 B19901614 Truss M07 Truss Type MONOPITCH Qty 5 Ply 1 Wedgewood 6 Grannan Grove Job Reference (optional) I37228724 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 28 12:51:57 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-Op1GHtDYG4IqZ2xq_04lJn1TBNeBSwjRRZMDiuzBz70 Scale = 1:15.6 1 2 3 5 4 2x4 2x4 3x6 3x4 2-0-0 2-0-0 -2-2-8 2-2-8 2-0-0 2-0-0 1-4-12-6-12-2-90-3-82-6-17.00 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 0.39 0.03 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 5 4-5 4 5 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 12 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* 2-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=307/0-3-8, 4=-29/0-1-8 Max Horz 5=90(LC 6) Max Uplift 5=-86(LC 6), 4=-29(LC 1) Max Grav 5=307(LC 1), 4=21(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-290/119 NOTES- 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; end vertical left 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 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. May 28,2019 06/06/19 Mike Sheeks 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 Component available 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 B19901614 Truss PB01 Truss Type Piggyback Qty 16 Ply 1 Wedgewood 6 Grannan Grove Job Reference (optional) I37228725 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 28 12:51:57 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-Op1GHtDYG4IqZ2xq_04lJn1ZZNeFSw?RRZMDiuzBz70 Scale = 1:13.8 1 2 3 4 5 6 4x6 2x4 2x42x4 3-11-11 3-11-11 1-11-13 1-11-13 3-11-11 1-11-13 0-5-102-2-50-1-80-5-100-1-814.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-0], [3:Edge,0-1-14], [4:0-2-10,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.05 0.03 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 4 4 4 4 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 12 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 3-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=84/2-11-7, 4=84/2-11-7, 6=80/2-11-7 Max Horz 2=-50(LC 4) Max Uplift 2=-17(LC 7), 4=-17(LC 7) Max Grav 2=84(LC 1), 4=84(LC 1), 6=88(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. May 28,2019 06/06/19 Mike Sheeks 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 Component available 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 B19901614 Truss PB02 Truss Type Piggyback Qty 15 Ply 1 Wedgewood 6 Grannan Grove Job Reference (optional) I37228726 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 28 12:51:58 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-s?beUDEA1OQhBCW1Yjc_s_ZiDny3BKNagD5mELzBz7? Scale: 1/4"=1' 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 20-8-0 20-8-0 10-4-0 10-4-0 20-8-0 10-4-0 0-4-107-7-80-1-80-4-100-1-89.00 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.18 0.18 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 0.00 (loc) 8 8 8 8 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 65 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 19-3-11. (lb) - Max Horz 2=-170(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 15, 10, 8 except 13=-110(LC 6), 11=-110(LC 7) Max Grav All reactions 250 lb or less at joint(s) 2, 15, 10, 8 except 12=410(LC 1), 13=429(LC 10), 11=429(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-13=-268/160, 6-11=-268/159 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 15, 10, 8 except (jt=lb) 13=110, 11=110. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. May 28,2019 06/06/19 Mike Sheeks 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 Component available 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 B19901614 Truss PB03 Truss Type GABLE Qty 2 Ply 1 Wedgewood 6 Grannan Grove Job Reference (optional) I37228727 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 28 12:51:59 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-KB80iZEooiYYoL5D6R7DOC6qaAHvwp4kvtrJmnzBz7_ Scale = 1:42.9 2 3 4 6 5 1 3x6 2x43x4 2x4 2x4 9-6-0 9-6-0-0-0-47-1-87-1-47-0-00-1-89.00 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.33 0.21 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 9-6-0. (lb) - Max Horz 1=203(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 5 except 1=-270(LC 1), 2=-148(LC 6), 6=-116(LC 6) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 2=482(LC 1), 6=488(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-256/219 WEBS 3-6=-289/164 NOTES- 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 4-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Bearing at joint(s) 1, 2 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) 5 except (jt=lb) 1=270, 2=148, 6=116. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. May 28,2019 06/06/19 Mike Sheeks 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 Component available 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 B19901614 Truss PB04 Truss Type GABLE Qty 6 Ply 1 Wedgewood 6 Grannan Grove Job Reference (optional) I37228728 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 28 12:51:59 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-KB80iZEooiYYoL5D6R7DOC6reAHRwp?kvtrJmnzBz7_ Scale = 1:42.7 1 2 3 4 6 5 3x6 2x4 3x4 2x4 2x4 9-5-8 9-5-80-4-106-11-100-1-80-1-89.00 12 Plate Offsets (X,Y)-- [2:0-1-13,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.27 0.24 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.01 0.00 -0.00 (loc) 1 1 5 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 31 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=179/8-9-5, 2=171/8-9-5, 6=523/8-9-5 Max Horz 2=201(LC 5) Max Uplift 5=-36(LC 5), 2=-7(LC 4), 6=-132(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-310/173 NOTES- 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 4-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2 except (jt=lb) 6=132. 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. May 28,2019 06/06/19 Mike Sheeks 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 Component available 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 B19901614 Truss PB05 Truss Type GABLE Qty 3 Ply 1 Wedgewood 6 Grannan Grove Job Reference (optional) I37228729 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 28 12:52:00 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-oOiOvvFRZ?hPQVgPg8eSxPf?Kad8fGKt8XatIDzBz6z Scale = 1:42.9 2 3 4 6 5 1 3x6 2x43x4 2x4 2x4 9-6-0 9-6-0-0-0-47-1-87-1-47-0-00-1-89.00 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.33 0.21 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 9-6-0. (lb) - Max Horz 1=203(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 5 except 1=-270(LC 1), 2=-148(LC 6), 6=-116(LC 6) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 2=482(LC 1), 6=488(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-256/219 WEBS 3-6=-289/164 NOTES- 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 4-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Bearing at joint(s) 1, 2 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) 5 except (jt=lb) 1=270, 2=148, 6=116. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. May 28,2019 06/06/19 Mike Sheeks 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 Component available 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 B19901614 Truss PBE01 Truss Type Piggyback Qty 1 Ply 1 Wedgewood 6 Grannan Grove Job Reference (optional) I37228730 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 28 12:52:01 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-HaGn7FG3KJpG2fEbDr9hTdBFY_0BOk_1MBKQqfzBz6y Scale = 1:13.8 1 2 3 4 5 6 4x6 2x4 2x42x4 3-11-11 3-11-11 1-11-13 1-11-13 3-11-11 1-11-13 0-5-102-2-50-1-80-5-100-1-814.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-0], [3:Edge,0-1-14], [4:0-2-10,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.05 0.03 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 4 4 4 4 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 12 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 3-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=84/2-11-7, 4=84/2-11-7, 6=80/2-11-7 Max Horz 2=-50(LC 4) Max Uplift 2=-17(LC 7), 4=-17(LC 7) Max Grav 2=84(LC 1), 4=84(LC 1), 6=88(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. May 28,2019 06/06/19 Mike Sheeks 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 Component available 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 B19901614 Truss PBE02 Truss Type GABLE Qty 1 Ply 1 Wedgewood 6 Grannan Grove Job Reference (optional) I37228731 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 28 12:52:02 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-lmq9KbHh5dx6fpponZgw0qkQJOMS79DAbr3_M6zBz6x Scale = 1:51.6 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 31 30 29 28 27 26 25 24 23 22 21 20 19 18 1 17 4x6 3x4 3x4 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 20-8-0 20-8-0 10-4-0 10-4-0 20-8-0 10-4-0 -0-0-47-8-127-9-00-1-00-1-89.00 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.05 0.03 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 16 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 100 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 20-8-0. (lb) - Max Horz 1=-175(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 17, 2, 25, 26, 27, 28, 30, 31, 23, 22, 21, 20, 19, 18 except 1=-108(LC 4) Max Grav All reactions 250 lb or less at joint(s) 1, 17, 2, 24, 25, 26, 27, 28, 30, 31, 23, 22, 21, 20, 19, 18, 16 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 2, 25, 26, 27, 28, 30, 31, 23, 22, 21, 20, 19, 18 except (jt=lb) 1=108. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. May 28,2019 06/06/19 Mike Sheeks 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 Component available 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 B19901614 Truss PBE03 Truss Type GABLE Qty 1 Ply 1 Wedgewood 6 Grannan Grove Job Reference (optional) I37228732 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 28 12:52:03 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-DyOXYxHJsw3zHzO_LGB9Z2Hb3ohfscSJqVpXvYzBz6w Scale = 1:50.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 31 30 29 28 27 26 25 24 23 22 21 20 19 18 4x6 3x4 3x4 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 20-8-0 20-8-0 10-4-0 10-4-0 20-8-0 10-4-0 0-4-107-7-80-1-80-4-100-1-89.00 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.05 0.03 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 16 16 16 16 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 100 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 19-3-11. (lb) - Max Horz 2=-170(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 25, 26, 27, 28, 30, 31, 23, 22, 21, 20, 19, 18, 16 Max Grav All reactions 250 lb or less at joint(s) 2, 24, 25, 26, 27, 28, 30, 31, 23, 22, 21, 20, 19, 18, 16 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 25, 26, 27, 28, 30, 31, 23, 22, 21, 20, 19, 18, 16. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. May 28,2019 06/06/19 Mike Sheeks 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 Component available 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 B19901614 Truss T01 Truss Type PIGGYBACK BASE Qty 16 Ply 1 Wedgewood 6 Grannan Grove Job Reference (optional) I37228733 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 28 12:52:04 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-h9yvlGIxdEBqv7zAv_iO5FpdCBvsbwOT29Y4R_zBz6v Scale = 1:72.2 12 3 4 5 6 7 8 13 12 11 10 914 15 16 17 18 4x6 8x8 3x63x8 3x4 3x4 3x4 2x4 3x8 3x8 2x4 8-9-11 8-9-11 12-9-5 3-11-11 21-7-0 8-9-11 -0-10-8 0-10-8 3-6-0 3-6-0 8-9-11 5-3-11 12-9-5 3-11-11 18-1-0 5-3-11 21-7-0 3-6-0 22-5-8 0-10-8 1-8-1212-0-01-8-1212-0-014.00 12 Plate Offsets (X,Y)-- [4:0-3-2,0-2-0], [5:0-2-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.60 0.54 0.74 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.17 -0.44 0.02 0.01 (loc) 9-10 9-10 9 10 l/defl >999 >584 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 128 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-12,5-12,5-10: 2x4 SPF No.2, 2-13,7-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-15 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12 REACTIONS. (lb/size) 13=1053/0-3-8, 9=1059/0-3-8 Max Horz 13=304(LC 5) Max Uplift 13=-40(LC 6), 9=-40(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-834/195, 4-5=-459/195, 5-6=-840/195, 2-13=-252/120, 7-9=-252/120 BOT CHORD 12-13=-189/504, 10-12=-38/464, 9-10=0/508 WEBS 4-12=-64/280, 5-10=-70/289, 3-13=-779/42, 6-9=-785/42 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 9. 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. May 28,2019 06/06/19 Mike Sheeks 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 Component available 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 B19901614 Truss T02 Truss Type COMMON Qty 3 Ply 1 Wedgewood 6 Grannan Grove Job Reference (optional) I37228734 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 28 12:52:05 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-9LWHzcJZNYJhWGYNShEdeTMu4bIdKTicHpIezRzBz6u Scale = 1:67.0 1 2 3 4 5 6 7 8 9 5x12 4x65x12 4x6 4x6 2x4 3x8 2x4 7-11-8 7-11-8 15-11-0 7-11-8 -0-10-8 0-10-8 3-6-0 3-6-0 7-11-8 4-5-8 12-5-0 4-5-8 15-11-0 3-6-0 1-0-1410-4-51-0-1414.00 12 Plate Offsets (X,Y)-- [5:Edge,0-1-14], [8:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-MS 0.20 0.38 0.35 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.14 0.01 0.01 (loc) 9-16 9-12 8 9-16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 72 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 1-6-0, Right 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=635/0-3-8, 2=691/0-3-8 Max Horz 2=241(LC 5) Max Uplift 8=-28(LC 6), 2=-34(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-629/112, 4-5=-515/169, 5-6=-516/169, 6-8=-630/112 BOT CHORD 2-9=-106/369, 8-9=-6/372 WEBS 5-9=-143/414 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 2. 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. May 28,2019 06/06/19 Mike Sheeks 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 Component available 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 B19901614 Truss T03 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 6 Grannan Grove Job Reference (optional) I37228735 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 28 12:52:06 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-dX3fAyKB8rRY8Q7Z0PlsAgvut?Ul3mkmWT1BVtzBz6t Scale = 1:85.9 1 2 3 4 5 6 7 8 9 10 11 12 19 18 17 16 15 14 1324 25 26 27 28 29 30 31 3x4 5x6 3x6 5x8 3x6 3x8 4x8 4x6 3x6 3x6 3x4 3x8 3x6 2x44x6 10x10 4x6 3x16 MT18HS 8-9-8 8-9-8 19-1-8 10-4-0 29-5-8 10-4-0 36-9-0 7-3-8 44-3-0 7-6-0 3-4-0 3-4-0 8-9-8 5-5-8 15-8-3 6-10-11 22-6-13 6-10-11 29-5-8 6-10-11 36-9-0 7-3-8 44-3-0 7-6-0 45-5-8 1-2-8 5-4-1412-0-00-10-1412-0-09.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-2-0], [3:0-3-4,0-2-4], [7:0-5-0,0-2-0] 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.91 0.96 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.42 -0.76 0.18 0.07 (loc) 15-16 15-16 11 13-15 l/defl >999 >701 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 230 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-12: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 2-18,9-15,9-13: 2x3 SPF No.2, 1-19: 2x4 SPF-S Stud SLIDER Right 2x6 SPF No.2 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-8-1 max.): 3-7. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-18, 6-16, 6-15, 9-15, 2-19 REACTIONS. (lb/size) 19=2264/Mechanical, 11=2288/0-3-8 Max Horz 19=-337(LC 4) Max Uplift 19=-17(LC 5), 11=-82(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1852/260, 3-4=-1411/252, 4-6=-2154/294, 6-7=-1948/290, 7-9=-2549/296, 9-11=-3022/233 BOT CHORD 18-19=-199/862, 16-18=-174/1987, 15-16=-128/2164, 13-15=-44/2301, 11-13=-44/2301 WEBS 2-18=-105/914, 3-18=-32/717, 4-18=-1200/221, 4-16=-9/626, 6-15=-562/230, 7-15=-40/1027, 9-15=-481/189, 2-19=-2181/116 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 11. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 28,2019 06/06/19 Mike Sheeks 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 Component available 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 B19901614 Truss T04 Truss Type PIGGYBACK BASE Qty 6 Ply 1 Wedgewood 6 Grannan Grove Job Reference (optional) I37228736 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 28 12:52:06 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-dX3fAyKB8rRY8Q7Z0PlsAgvzP?XQ3ucmWT1BVtzBz6t Scale = 1:69.3 1 2 3 4 5 9 8 7 6 10 11 12 13 14 15 2x4 4x6 6x6 5x8 3x8 3x8 3x4 3x4 3x6 3x4 8-9-8 8-9-8 18-3-0 9-5-8 3-4-0 3-4-0 8-9-8 5-5-8 13-4-8 4-7-0 18-3-0 4-10-8 5-4-1412-0-010-1-1212-0-09.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-2-0] 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-S 0.62 0.79 0.50 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.30 -0.52 0.20 0.02 (loc) 6-7 6-7 11 7 l/defl >719 >413 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 118 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* 2-7,2-9: 2x3 SPF No.2, 1-9: 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, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-6, 2-9 REACTIONS. (lb/size) 9=913/Mechanical, 11=902/0-3-0 Max Horz 9=201(LC 6) Max Uplift 11=-92(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-598/57, 3-4=-392/85, 6-10=-121/818, 5-10=-121/818 BOT CHORD 7-9=-183/308, 6-7=-63/273 WEBS 4-7=-80/335, 4-6=-692/174, 2-9=-758/0, 5-11=-915/152 NOTES- 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;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 28,2019 06/06/19 Mike Sheeks 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 Component available 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 B19901614 Truss T05 Truss Type PIGGYBACK BASE Qty 3 Ply 1 Wedgewood 6 Grannan Grove Job Reference (optional) I37228737 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 28 12:52:07 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-5kd2NILqv9ZPmaila6G5juRARPsgoLjvl7nl2JzBz6s Scale = 1:69.3 1 2 3 4 5 9 8 7 610 11 12 2x4 4x6 2x4 3x6 3x4 3x8 3x4 3x4 3x6 8-9-8 8-9-8 18-3-8 9-6-0 3-4-0 3-4-0 8-9-8 5-5-8 13-6-8 4-9-0 18-3-8 4-9-0 5-4-1412-0-09.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-2-0] 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-S 0.41 0.85 0.51 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.34 -0.60 0.01 0.01 (loc) 6-7 6-7 6 7 l/defl >633 >358 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 117 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* 2-7,2-9: 2x3 SPF No.2, 1-9: 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.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6, 4-6, 2-9 REACTIONS. (lb/size) 6=940/0-3-8, 9=921/0-3-8 Max Horz 9=201(LC 6) Max Uplift 6=-91(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-606/56, 3-4=-400/85 BOT CHORD 7-9=-182/312, 6-7=-62/266 WEBS 4-7=-80/363, 4-6=-698/173, 2-9=-769/0 NOTES- 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;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 28,2019 06/06/19 Mike Sheeks 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 Component available 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 B19901614 Truss T06 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 6 Grannan Grove Job Reference (optional) I37228738 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 28 12:52:09 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-26loo_M4Rmp7?us8hXIZoJXQFCYFG8CCCRGr6CzBz6q Scale = 1:81.8 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 1428 29 30 31 3x4 5x6 3x6 6x8 3x6 3x6 3x4 2x4 6x8 4x6 3x4 3x6 3x4 5x12 3x4 5x8 3x8 3x6 2x44x6 5x12 4x6 8-9-8 8-9-8 18-0-0 9-2-8 18-3-8 0-3-8 21-11-8 3-8-0 29-5-8 7-6-0 36-9-0 7-3-8 44-3-0 7-6-0 3-4-0 3-4-0 8-9-8 5-5-8 13-6-8 4-9-0 18-3-8 4-9-0 21-11-8 3-8-0 29-5-8 7-6-0 36-9-0 7-3-8 44-3-0 7-6-0 45-5-8 1-2-8 5-4-1412-0-00-10-144-9-612-0-09.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-2-0], [8:0-4-8,0-1-12], [12:0-6-8,Edge], [18:0-5-8,0-3-12], [19:0-2-4,0-2-12] 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.77 0.78 0.89 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.29 -0.49 0.04 0.03 (loc) 21-23 21-23 12 14-26 l/defl >751 >441 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 248 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-21,4-21,19-21,8-16: 2x4 SPF No.2, 1-23: 2x4 SPF-S Stud SLIDER Right 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-8. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-21, 4-19, 7-19, 8-18, 10-16 REACTIONS. (lb/size) 20=2137/0-3-8, 23=756/0-3-8, 12=1218/0-3-8 Max Horz 23=-337(LC 4) Max Uplift 20=-142(LC 5), 23=-77(LC 7), 12=-146(LC 7) Max Grav 20=2137(LC 1), 23=780(LC 10), 12=1218(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-453/230, 3-4=-277/228, 4-5=0/269, 5-7=0/266, 7-8=-352/208, 8-10=-841/264, 10-12=-1428/198 BOT CHORD 21-23=-165/278, 19-20=-1994/189, 18-19=-32/343, 7-18=0/693, 14-16=-16/1047, 12-14=-16/1047 WEBS 4-21=0/343, 4-19=-733/108, 7-19=-1223/75, 16-18=0/682, 8-18=-290/105, 8-16=-102/271, 10-16=-629/176, 10-14=0/341, 2-23=-554/85 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23 except (jt=lb) 20=142, 12=146. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 28,2019 06/06/19 Mike Sheeks 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 Component available 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 B19901614 Truss T07 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 6 Grannan Grove Job Reference (optional) I37228739 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 28 12:52:10 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-WJJA0KNiC4x_d2QKFEpoLW3bicvD?a_LR5?PeezBz6p Scale = 1:81.8 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 1428 29 30 3x4 5x6 3x6 6x8 3x6 3x6 3x6 2x4 4x6 3x4 3x6 3x4 5x12 3x4 5x8 5x8 3x8 3x6 2x44x8 5x12 4x6 8-9-8 8-9-8 18-0-0 9-2-8 18-3-8 0-3-8 21-11-8 3-8-0 29-5-8 7-6-0 36-9-0 7-3-8 44-3-0 7-6-0 3-4-0 3-4-0 8-9-8 5-5-8 13-6-8 4-9-0 18-3-8 4-9-0 21-11-8 3-8-0 29-5-8 7-6-0 36-9-0 7-3-8 44-3-0 7-6-0 45-5-8 1-2-8 5-4-1412-0-00-10-143-3-612-0-09.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-2-0], [8:0-4-8,0-1-12], [12:0-6-8,Edge], [18:0-5-8,0-3-8], [19:0-2-4,0-2-4] 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.79 0.74 0.92 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.30 -0.50 0.04 0.03 (loc) 21-23 21-23 12 14-26 l/defl >717 >428 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 250 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-21,4-21,8-18,8-16: 2x4 SPF No.2, 1-23: 2x4 SPF-S Stud SLIDER Right 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-8. BOT CHORD Rigid ceiling directly applied. Except: 1 Row at midpt 5-19 WEBS 1 Row at midpt 3-21, 4-19, 7-19, 8-18, 10-16 REACTIONS. (lb/size) 20=2068/0-3-8, 23=742/0-3-8, 12=1212/0-3-8 Max Horz 23=-261(LC 4) Max Uplift 20=-125(LC 5), 23=-71(LC 7), 12=-134(LC 7) Max Grav 20=2068(LC 1), 23=769(LC 10), 12=1212(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-441/197, 3-4=-268/200, 7-8=-271/205, 8-10=-832/245, 10-12=-1419/180 BOT CHORD 21-23=-140/260, 19-20=-2005/172, 18-19=-30/264, 7-18=0/689, 14-16=-2/1041, 12-14=-2/1041 WEBS 4-21=0/376, 4-19=-731/109, 7-19=-1170/78, 16-18=0/610, 8-18=-436/84, 8-16=-84/355, 10-16=-630/177, 10-14=0/341, 2-23=-539/150 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23 except (jt=lb) 20=125, 12=134. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 28,2019 06/06/19 Mike Sheeks 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 Component available 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 B19901614 Truss T09 Truss Type PIGGYBACK BASE Qty 9 Ply 1 Wedgewood 6 Grannan Grove Job Reference (optional) I37228740 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 28 12:52:11 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-_VtYDgOKzO3rEB?WpyL1tkcnN0CVk3BVfllyB4zBz6o Scale = 1:92.5 12 3 4 5 6 7 8 9 10 11 12 13 14 24 23 22 21 20 19 18 17 16 1529 30 31 32 33 34 35 4x6 5x6 4x6 6x6 4x6 8x10 10x10 10x10 4x6 3x6 4x6 2x4 4x8 4x6 3x6 4x6 4x8 4x6 3x6 3x8 MT18HS 3x16 MT18HS 7-6-0 7-6-0 14-9-8 7-3-8 25-1-8 10-4-0 35-5-8 10-4-0 42-9-0 7-3-8 49-10-13 7-1-13 51-7-8 1-8-11 -1-2-8 1-2-8 7-6-0 7-6-0 14-9-8 7-3-8 21-8-3 6-10-11 28-6-13 6-10-11 35-5-8 6-10-11 42-9-0 7-3-8 49-10-13 7-1-13 51-7-8 1-8-11 0-10-1412-0-01-2-012-0-09.00 12 Plate Offsets (X,Y)-- [2:1-0-0,0-2-0], [6:0-3-8,0-2-12], [13:0-3-8,0-4-0], [14:Edge,0-3-0], [14:0-1-4,0-0-0], [16:0-1-0,0-0-12], [17:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-AS 0.73 0.93 0.80 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.50 -0.94 0.24 0.11 (loc) 19-20 19-20 15 16-17 l/defl >999 >658 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 284 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 6-22,7-22,7-20,9-20,9-19,10-19: 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-2-0 max.): 6-10, 13-14. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-22, 7-22, 9-19, 12-19, 13-17 REACTIONS. (lb/size) 15=2444/0-3-8, 2=2625/0-3-8 Max Horz 2=272(LC 5) Max Uplift 15=-50(LC 7), 2=-80(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3613/269, 4-6=-3088/334, 6-7=-2410/322, 7-9=-2926/346, 9-10=-2486/329, 10-12=-3242/345, 12-13=-3895/296, 13-14=-373/29, 14-15=-360/3 BOT CHORD 2-24=-220/2747, 22-24=-220/2747, 20-22=-180/2830, 19-20=-131/2859, 17-19=-149/3094, 16-17=-290/4212, 15-16=-276/4192 WEBS 4-24=0/254, 4-22=-468/186, 6-22=-61/1346, 7-22=-951/232, 7-20=-15/422, 9-20=-19/336, 9-19=-873/236, 10-19=-70/1473, 12-19=-811/191, 12-17=0/398, 13-17=-1125/142, 13-15=-4252/275 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 2. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 28,2019 06/06/19 Mike Sheeks 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 Component available 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 B19901614 Truss T10 Truss Type Roof Special Qty 5 Ply 1 Wedgewood 6 Grannan Grove Job Reference (optional) I37228741 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 28 12:52:12 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-ShRxR0OykhBisLajNfsGQx80iQd7TTEeuPUVjXzBz6n Scale = 1:84.9 1 2 3 4 5 10 9 8 7 6 2x4 4x6 4x6 3x6 2x4 5x8 5x6 3x8 3x8 3x6 3-8-15 3-8-15 10-2-0 6-5-1 16-7-1 6-5-1 18-10-0 2-2-15 3-8-15 3-8-15 10-2-0 6-5-1 16-7-1 6-5-1 18-10-0 2-2-15 1-7-613-5-121-7-61-9-02-2-314.00 12 14.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.50 0.58 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.08 -0.25 0.35 0.09 (loc) 8-9 8-9 6 8-9 l/defl >999 >896 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 88 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-10,5-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 10=742/0-4-8, 6=742/0-4-8 Max Horz 10=332(LC 5) Max Uplift 10=-34(LC 7), 6=-49(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-728/175, 1-2=-2133/498, 2-3=-757/120, 3-4=-759/145, 4-5=-1422/94, 5-6=-710/32 BOT CHORD 9-10=-487/466, 8-9=-560/1295, 7-8=-33/911 WEBS 1-9=-334/1613, 2-9=-488/1031, 2-8=-933/493, 3-8=-61/582, 4-8=-534/218, 4-7=0/428, 5-7=-53/1010 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 10, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 6. 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. May 28,2019 06/06/19 Mike Sheeks 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 Component available 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 B19901614 Truss T12 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 6 Grannan Grove Job Reference (optional) I37228742 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 28 12:52:12 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-ShRxR0OykhBisLajNfsGQx84_Qg?TYReuPUVjXzBz6n Scale = 1:57.7 1 2 3 4 5 11 10 9 8 7 6 2x4 3x6 6x6 5x6 6x6 2x43x4 3x6 3x8 3x6 3x6 4-5-13 4-5-13 10-2-0 5-8-3 15-10-3 5-8-3 18-10-0 2-11-13 4-5-13 4-5-13 10-2-0 5-8-3 15-10-3 5-8-3 18-10-0 2-11-13 2-9-29-6-92-9-214.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-4], [4:0-3-0,0-2-4], [7:0-2-8,0-1-8], [10:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.23 0.40 0.67 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.13 0.02 0.02 (loc) 8-10 8-10 6 8-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 93 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 2-3,3-4: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-6-9 max.): 1-2, 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 11=745/0-4-8, 6=745/0-4-8 Max Horz 11=161(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-11=-703/79, 1-2=-1032/82, 2-3=-737/114, 3-4=-735/114, 4-5=-741/61, 5-6=-721/65 BOT CHORD 8-10=-87/1052, 7-8=-66/765 WEBS 1-10=-92/1166, 2-10=-491/114, 2-8=-707/130, 3-8=-23/580, 4-8=-394/108, 4-7=-570/114, 5-7=-81/979 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone;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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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. May 28,2019 06/06/19 Mike Sheeks 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 Component available 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 B19901614 Truss T13 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 6 Grannan Grove Job Reference (optional) I37228743 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 28 12:52:13 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-wu?JeLPaV?JZUV9vwNNVz9hAgqyYC05o73E3FzzBz6m Scale = 1:57.7 1 2 3 4 5 10 9 8 7 611 12 2x4 3x6 5x8 4x8 6x6 2x43x8 6x8 4x8 4x6 5-9-4 5-9-4 14-6-12 8-9-8 18-10-0 4-3-4 5-9-4 5-9-4 10-2-0 4-4-12 14-6-12 4-4-12 18-10-0 4-3-4 4-3-29-6-94-3-214.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-2-4], [3:Edge,0-2-0], [4:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.55 0.70 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.36 -0.65 0.01 0.06 (loc) 7-9 7-9 6 7-9 l/defl >626 >342 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 87 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-13 oc purlins, except end verticals, and 2-0-0 oc purlins (5-4-14 max.): 1-2, 4-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 10=838/0-4-8, 6=854/0-4-8 Max Horz 10=-125(LC 4) Max Uplift 10=-28(LC 6), 6=-21(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-824/83, 1-2=-926/51, 2-3=-1582/224, 3-4=-1335/205, 4-5=-774/40, 5-6=-879/68 BOT CHORD 7-9=-8/442 WEBS 1-9=-58/1121, 2-9=-1426/255, 3-9=-133/1181, 3-7=-107/823, 4-7=-1191/228, 5-7=-52/1076 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone;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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 6. 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. May 28,2019 06/06/19 Mike Sheeks 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 Component available 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 B19901614 Truss T14 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 6 Grannan Grove Job Reference (optional) I37228744 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 28 12:52:14 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-O4YhrhQDGJRP5fk5U4ukVMEHEDMGxSSxMjzcnPzBz6l Scale = 1:57.7 1 2 3 4 5 10 9 8 7 6 2x4 4x6 6x6 4x6 4x6 2x43x4 3x6 5x12 3x6 7-0-11 7-0-11 13-3-5 6-2-10 18-10-0 5-6-11 7-0-11 7-0-11 10-2-0 3-1-5 13-3-5 3-1-5 18-10-0 5-6-11 5-9-25-11-09-6-95-11-014.00 12 Plate Offsets (X,Y)-- [2:0-3-4,Edge], [9:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.82 0.41 0.70 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.07 -0.19 0.01 0.03 (loc) 9-10 9-10 6 7-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 92 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-11-7 max.): 1-2, 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-7 REACTIONS. (lb/size) 10=745/0-4-8, 6=745/0-4-8 Max Horz 10=91(LC 5) Max Uplift 10=-50(LC 4), 6=-30(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-685/97, 1-2=-619/45, 2-3=-505/99, 3-4=-896/160, 4-5=-531/41, 5-6=-696/91 BOT CHORD 7-9=-52/624 WEBS 1-9=-54/770, 2-9=-334/123, 2-7=-476/67, 3-7=-130/829, 4-7=-893/196, 5-7=-59/750 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone;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) The Fabrication Tolerance at joint 2 = 16% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 6. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 28,2019 06/06/19 Mike Sheeks 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 Component available 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 B19901614 Truss T15 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 6 Grannan Grove Job Reference (optional) I37228745 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 28 12:52:15 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-sG6331Rr1cZGjpJI2oPz2amTLdfegup4aNjAKrzBz6k Scale = 1:57.7 1 2 3 4 5 10 9 8 7 611 12 3x4 4x6 6x8 5x6 5x6 2x43x6 3x6 5x12 3x6 8-4-2 8-4-2 11-11-14 3-7-13 18-10-0 6-10-2 8-4-2 8-4-2 10-2-0 1-9-14 11-11-14 1-9-14 18-10-0 6-10-2 7-3-29-6-97-3-214.00 12 Plate Offsets (X,Y)-- [2:0-4-4,0-1-12], [9:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.73 0.59 0.76 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.16 -0.39 0.00 0.03 (loc) 9-10 9-10 6 7 l/defl >999 >574 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 105 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 1-2: 2x4 SPF 2100F 1.8E, 4-5: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-10-10 max.): 1-2, 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-10, 5-6, 4-7 REACTIONS. (lb/size) 10=889/0-4-8, 6=871/0-4-8 Max Horz 10=-51(LC 4) Max Uplift 10=-69(LC 4), 6=-51(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-706/110, 1-2=-579/43, 2-3=-591/97, 3-4=-841/130, 4-5=-522/41, 5-6=-715/102 BOT CHORD 7-9=-45/582 WEBS 1-9=-56/737, 2-9=-288/121, 2-7=-534/72, 3-7=-149/953, 4-7=-876/186, 5-7=-58/732 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone;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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 6. 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. May 28,2019 06/06/19 Mike Sheeks 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 Component available 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 B19901614 Truss T16 Truss Type Flat Qty 1 Ply 1 Wedgewood 6 Grannan Grove Job Reference (optional) I37228746 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 28 12:52:15 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-sG6331Rr1cZGjpJI2oPz2amXedc?gz_4aNjAKrzBz6k Scale = 1:51.8 1 2 3 4 5 9 8 7 610 11 12 13 3x6 2x4 3x8 2x4 3x43x4 3x4 3x4 3x4 9-5-0 9-5-0 18-10-0 9-5-0 6-4-3 6-4-3 12-5-13 6-1-11 18-10-0 6-4-3 8-9-2LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.46 0.83 0.43 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.25 -0.51 0.02 0.01 (loc) 7-9 7-9 6 7 l/defl >899 >439 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 94 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 6-8: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 2-9,3-6: 2x4 SPF No.2 BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-5, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-9, 5-6, 2-9, 3-6 REACTIONS. (lb/size) 9=946/0-4-8, 6=946/0-4-8 Max Uplift 9=-64(LC 4), 6=-64(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-593/21 BOT CHORD 7-9=-46/498, 6-7=-46/498 WEBS 2-9=-823/79, 2-7=0/278, 3-7=0/278, 3-6=-824/79 NOTES- 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;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 28,2019 06/06/19 Mike Sheeks 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 Component available 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 B19901614 Truss TG01 Truss Type GABLE Qty 1 Ply 1 Wedgewood 6 Grannan Grove Job Reference (optional) I37228747 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 28 12:52:17 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-pfEqUjS5ZEq_y6Tg9DRR7?svmRQY8unN2hCGOkzBz6i Scale = 1:72.6 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 40 38 41 39 51 52 53 54 55 56 57 4x6 4x6 3x6 3x6 3x6 3x6 4x6 3x6 8x8 3x6 3x6 4-9-8 4-9-8 8-9-11 4-0-3 12-9-5 3-11-11 16-9-8 4-0-3 21-7-0 4-9-8 -0-10-8 0-10-8 4-9-8 4-9-8 8-9-11 4-0-3 12-9-5 3-11-11 16-9-8 4-0-3 21-7-0 4-9-8 22-5-8 0-10-8 1-8-1212-0-01-8-1212-0-014.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-1-8], [4:0-3-2,0-2-0], [5:0-3-2,0-2-0], [7:0-2-12,0-1-12], [13:0-4-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.35 0.24 0.34 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.06 0.01 0.06 (loc) 10-11 12-14 9 12-14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 211 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-12,5-11: 2x4 SPF No.2 OTHERS 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.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 38, 39, 40, 41 REACTIONS. (lb/size) 15=927/0-3-8, 9=927/0-3-8 Max Horz 15=301(LC 15) Max Uplift 15=-262(LC 5), 9=-261(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-840/217, 3-4=-701/286, 4-5=-396/224, 5-6=-701/286, 6-7=-839/218, 2-15=-886/198, 7-9=-886/199 BOT CHORD 14-15=-312/311, 12-14=-242/479, 11-12=-127/387, 10-11=-70/479 WEBS 12-40=-169/261, 38-40=-169/261, 4-38=-170/261, 11-41=-169/261, 39-41=-169/261, 5-39=-170/261, 2-14=-68/438, 7-10=-71/437, 3-12=-217/262, 6-11=-217/264 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; 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 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=262, 9=261. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 8 lb down and 95 lb up at 0-8-0, 16 lb down and 50 lb up at 2-9-12, 16 lb down and 50 lb up at 4-9-12, 21 lb down and 31 lb up at 6-9-12, 21 lb down and 31 lb up at 8-9-12, 21 lb down and 31 lb up at 10-9-12, 21 lb down and 31 lb up at 12-9-12, 21 lb down and 31 lb up at 14-9-12, 16 lb down and 50 lb up at 16-9-12, and 16 lb down and 50 lb up at 18-9-12, and 8 lb down and 95 lb up at 20-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) StandardContinued on page 2 May 28,2019 06/06/19 Mike Sheeks 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 Component available 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 B19901614 Truss TG01 Truss Type GABLE Qty 1 Ply 1 Wedgewood 6 Grannan Grove Job Reference (optional) I37228747 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 28 12:52:17 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-pfEqUjS5ZEq_y6Tg9DRR7?svmRQY8unN2hCGOkzBz6i LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-5=-60, 5-7=-60, 7-8=-60, 9-15=-20 Concentrated Loads (lb) Vert: 14=-16 10=-16 51=18 52=-16 56=-16 57=18 06/06/19 Mike Sheeks 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 Component available 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 B19901614 Truss TG02 Truss Type COMMON GIRDER Qty 1 Ply 3 Wedgewood 6 Grannan Grove Job Reference (optional) I37228748 8.220 s Mar 22 2019 MiTek Industries, Inc. Tue May 28 14:14:21 2019 Page 1 ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-Spr?78h1?JVoBUfZpGVhUNoMKKvFrkw9Jm_qDKzBxvm Scale = 1:66.4 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 4x8 8x10 5x6 10x10 5x12 8x8 3x6 3x6 5x12 10x10 4x10 3x8 3-0-0 3-0-0 5-11-12 2-11-12 7-11-8 1-11-12 11-9-8 3-10-0 15-11-0 4-1-8 -0-10-8 0-10-8 3-0-0 3-0-0 5-11-12 2-11-12 7-11-8 1-11-12 11-9-8 3-10-0 15-11-0 4-1-8 1-0-1410-4-51-0-1414.00 12 Plate Offsets (X,Y)-- [2:0-2-15,0-2-8], [5:Edge,0-2-0], [7:0-2-2,Edge], [11:0-3-8,0-5-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.40 0.52 0.84 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.21 0.02 0.06 (loc) 11-12 11-12 7 11-12 l/defl >999 >892 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 410 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 5-10,4-11: 2x4 SPF No.2 SLIDER Left 2x10 SP 2400F 2.0E 1-10-13, Right 2x6 SPF No.2 2-7-13 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 7=7024/0-3-8, 2=10289/0-3-8 Max Horz 2=246(LC 12) Max Uplift 2=-1089(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-12181/1226, 3-4=-9385/635, 4-5=-6975/410, 5-6=-7112/402, 6-7=-7956/21 BOT CHORD 2-13=-793/7234, 12-13=-793/7234, 12-14=-793/7234, 11-14=-793/7234, 10-11=-383/6024, 10-15=0/4788, 9-15=0/4788, 8-9=0/4788, 8-16=0/4788, 7-16=0/4788 WEBS 5-10=-555/10330, 6-10=-415/134, 6-9=0/926, 4-10=-5579/834, 4-11=-919/7167, 3-11=-2049/734, 3-12=-1022/4091 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 3 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 4-11 2x4 - 2 rows staggered at 0-4-0 oc, member 12-3 2x4 - 1 row at 0-6-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) The Fabrication Tolerance at joint 2 = 16% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1089 lb uplift at joint 2. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2960 lb down and 1174 lb up at 2-11-0, 2244 lb down and 37 lb up at 4-10-4, 7213 lb down and 533 lb up at 5-11-12, 893 lb down at 7-10-4, 893 lb down at 9-10-4 , and 893 lb down at 11-10-4, and 893 lb down at 13-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 May 28,2019 06/06/19 Mike Sheeks 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 Component available 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 B19901614 Truss TG02 Truss Type COMMON GIRDER Qty 1 Ply 3 Wedgewood 6 Grannan Grove Job Reference (optional) I37228748 8.220 s Mar 22 2019 MiTek Industries, Inc. Tue May 28 14:14:22 2019 Page 2 ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-w?PNKUifmddfoeElNz0w1aKX4kFUaBAIYQjOlnzBxvl LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 5-7=-60, 2-7=-20 Concentrated Loads (lb) Vert: 10=-893(F) 9=-893(F) 11=-7213(F) 12=-2960(F) 14=-2244(F) 15=-893(F) 16=-893(F) 06/06/19 Mike Sheeks 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 Component available 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 B19901614 Truss TG03 Truss Type GABLE Qty 1 Ply 2 Wedgewood 6 Grannan Grove Job Reference (optional) I37228749 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 28 12:52:27 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-Warca8aMCI4Z9fEblJdoX6GW6Tl7UMssLEdol9zBz6Y Scale = 1:85.9 1 2 3 4 5 6 7 8 9 10 11 12 19 18 17 16 15 14 1393 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108109 110111 112 113 114 5x6 3x6 5x6 3x6 4x8 4x8 3x4 4x6 3x4 4x8 3x6 5x12 3x4 3x4 3x4 3x6 4x6 4x8 8-9-8 8-9-8 19-1-8 10-4-0 29-5-8 10-4-0 36-9-0 7-3-8 44-3-0 7-6-0 3-4-0 3-4-0 8-9-8 5-5-8 15-8-3 6-10-11 22-6-13 6-10-11 29-5-8 6-10-11 36-9-0 7-3-8 44-3-0 7-6-0 45-5-8 1-2-8 5-4-1412-0-00-10-1412-0-09.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-2-0], [7:0-4-0,0-2-0], [11:0-6-8,Edge], [34:0-1-6,0-1-0], [34:0-1-12,0-1-8], [83:0-1-13,0-1-0], [85:0-1-8,0-1-0], [87:0-1-11,0-1-0], [89:0-1-8,0-1-0], [91:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.74 0.61 0.56 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.17 -0.32 0.07 0.17 (loc) 15-16 15-16 11 15-16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 899 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-18,4-18,4-16,6-16,6-15,7-15,9-15,2-18: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud SLIDER Right 2x4 SPF-S Stud 4-7-12 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-1 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-18, 6-15, 2-19 REACTIONS. (lb/size) 11=3025/0-3-8, 19=2980/Mechanical Max Horz 19=-338(LC 3) Max Uplift 11=-1151(LC 6), 19=-1154(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2448/1067, 3-4=-1892/890, 4-6=-2886/1274, 6-7=-2625/1201, 7-9=-3388/1433, 9-11=-4195/1652 BOT CHORD 18-19=-630/1149, 16-18=-1184/2635, 15-16=-1234/2879, 13-15=-1185/3167, 11-13=-1185/3167 WEBS 3-18=-549/1078, 4-18=-1527/725, 4-16=-465/920, 6-15=-633/357, 7-15=-729/1531, 9-15=-731/440, 9-13=-308/592, 2-18=-636/1240, 2-19=-2877/1106 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) 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. 6) Provide adequate drainage to prevent water ponding. 7) All plates are 2x4 MT20 unless otherwise indicated. 8) Vertical gable studs spaced at 1-4-0 oc and horizontal gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 11) Refer to girder(s) for truss to truss connections. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=1151, 19=1154.Continued on page 2 May 28,2019 06/06/19 Mike Sheeks 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 Component available 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 B19901614 Truss TG03 Truss Type GABLE Qty 1 Ply 2 Wedgewood 6 Grannan Grove Job Reference (optional) I37228749 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 28 12:52:27 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-Warca8aMCI4Z9fEblJdoX6GW6Tl7UMssLEdol9zBz6Y NOTES- 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 67 lb down and 106 lb up at 1-9-12, 67 lb down and 106 lb up at 3-9-12, 67 lb down and 106 lb up at 5-9-12, 67 lb down and 106 lb up at 7-9-12, 67 lb down and 106 lb up at 9-9-12, 67 lb down and 106 lb up at 11-9-12, 67 lb down and 106 lb up at 13-9-12, 67 lb down and 106 lb up at 15-9-12, 67 lb down and 106 lb up at 17-9-12, 67 lb down and 106 lb up at 19-9-12, 67 lb down and 106 lb up at 21-9-12, 67 lb down and 106 lb up at 23-9-12, 67 lb down and 106 lb up at 25-9-12, 67 lb down and 106 lb up at 27-9-12, 67 lb down and 106 lb up at 29-9-12, 67 lb down and 106 lb up at 31-9-12, 67 lb down and 106 lb up at 33-9-12, 67 lb down and 106 lb up at 35-9-12, and 67 lb down and 106 lb up at 37-9-12, and 205 lb down and 189 lb up at 39-7-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-7=-60, 7-12=-60, 19-93=-20, 93-95=-60, 95-98=-20, 98-101=-60, 101-103=-20, 103-107=-60, 107-111=-20, 111-114=-60, 11-114=-20 Concentrated Loads (lb) Vert: 17=-67 93=-67 94=-67 95=-67 96=-67 97=-67 99=-67 100=-67 101=-67 102=-67 104=-67 105=-67 106=-67 108=-67 109=-67 110=-67 111=-67 112=-67 113=-67 114=-205 06/06/19 Mike Sheeks 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 Component available 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 B19901614 Truss TG04 Truss Type Piggyback Base Girder Qty 1 Ply 3 Wedgewood 6 Grannan Grove Job Reference (optional) I37228750 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 28 12:52:29 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-SzyM?qcdkwKHPyN_skfGcXMuqGUly9?8oY6vp2zBz6W Scale = 1:86.2 1 2 3 4 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 14 23 24 25 26 27 28 29 30 31 32 33 8x8 5x8 3x4 3x8 3x4 3x8 8x10 3x4 12x128x10 12x12 5x12 6x10 12x12 6x6 6x16 6x10 3x6 6x10 5x12 2x4 3-4-0 3-4-0 8-9-8 5-5-8 18-3-8 9-6-0 23-10-8 5-7-0 29-5-8 5-7-0 32-10-14 3-5-6 36-6-0 3-7-2 39-11-0 3-5-0 44-3-0 4-4-0 3-4-0 3-4-0 8-9-8 5-5-8 18-3-8 9-6-0 23-10-8 5-7-0 29-5-8 5-7-0 32-10-14 3-5-6 36-6-0 3-7-2 39-11-0 3-5-0 44-3-0 4-4-0 45-5-8 1-2-8 5-4-1410-1-126-2-94-1-1412-0-00-10-1412-0-09.00 12 Plate Offsets (X,Y)-- [2:0-5-4,0-2-12], [5:0-3-8,0-3-0], [7:0-3-4,0-2-12], [11:0-6-0,0-1-12], [12:0-1-8,0-2-0], [14:0-6-0,0-1-10], [21:0-5-12,0-7-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.60 0.35 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.21 -0.51 0.08 0.15 (loc) 17-19 17-19 12 17-19 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 1393 lb FT = 20% GRIP 137/123 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD onCENTER® AFL 2.1E 1 1/2" x 11 7/8" *Except* 21-22,12-14: 2x10 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 10-14,9-15,11-15,1-22,8-16: 2x4 SPF-S Stud 2-4: 2x4 SPF 2100F 1.8E, 4-21,9-11,9-16,7-16: 2x4 SP 2400F 2.0E 5-7: 2x6 SPF No.2 WEDGE Right: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3, 4-20, 4-6 , 7-17, 7-10, 11-14. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 22=7233/Mechanical, 12=11392/0-3-8 Max Horz 22=318(LC 5) Max Uplift 22=-516(LC 4), 12=-749(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-6750/570, 4-20=-203/2333, 3-4=-282/120, 4-5=-13998/1166, 7-17=-549/24, 6-7=-703/0, 7-8=-18665/1412, 8-9=-18665/1412, 11-14=-429/57, 10-11=-951/67, 11-12=-17769/1283, 1-22=-7142/555 BOT CHORD 21-22=-328/27, 20-21=-1045/12284, 19-20=-1046/12300, 17-19=-1562/21088, 16-17=-1563/21115, 15-16=-1052/14330, 14-15=-1009/14063, 12-14=-1004/14031 WEBS 2-21=-257/4537, 2-4=-5275/495, 4-21=-9998/811, 4-19=-95/3306, 5-19=-639/6951, 5-7=-17117/1416, 7-19=-10075/663, 9-15=-128/1638, 9-11=-17258/1285, 11-15=-82/411, 9-16=-596/7915, 1-21=-414/6018, 8-16=-1449/108, 7-16=-4473/336 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x10 - 2 rows staggered at 0-9-0 oc, 1 1/2x11 7/8 - 3 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 22=516, 12=749.Continued on page 2 ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD ACCOUNTS FOR DRIFTING SNOW. May 28,2019 06/06/19 Mike Sheeks 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 Component available 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 B19901614 Truss TG04 Truss Type Piggyback Base Girder Qty 1 Ply 3 Wedgewood 6 Grannan Grove Job Reference (optional) I37228750 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 28 12:52:29 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-SzyM?qcdkwKHPyN_skfGcXMuqGUly9?8oY6vp2zBz6W NOTES- 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 926 lb down and 62 lb up at 19-11-12, 869 lb down and 67 lb up at 21-11-12, 725 lb down and 48 lb up at 23-11-12, 818 lb down and 34 lb up at 25-11-12, 722 lb down and 33 lb up at 29-11-12, 722 lb down and 33 lb up at 31-11-12, 722 lb down and 33 lb up at 33-11-12, 722 lb down and 33 lb up at 35-11-12, and 722 lb down and 33 lb up at 37-11-12, and 722 lb down and 33 lb up at 39-9-4 on top chord, and 1555 lb down and 239 lb up at 18-1-12, and 282 lb down and 43 lb up at 39-9-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-6=-60, 7-10=-60, 11-13=-60, 22-32=-20, 20-32=-60, 20-33=-285(F=-225), 14-33=-245(F=-225), 12-14=-20 Concentrated Loads (lb) Vert: 20=-1555(F) 10=-682 14=-282(F) 5=-685 23=-886 24=-829 25=-778 26=-685 27=-682 28=-682 29=-682 30=-682 31=-682 06/06/19 Mike Sheeks 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 Component available 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 B19901614 Truss TG05 Truss Type Piggyback Base Girder Qty 1 Ply 3 Wedgewood 6 Grannan Grove Job Reference (optional) I37228751 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 28 12:52:32 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-tYeVdreV1rjsGQ6ZYsDzE9zNLUQG9aubUWKZQMzBz6T Scale = 1:83.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 25 24 23 22 21 20 19 18 17 16 15 26 27 28 29 30 31 32 33 34 35 36 37 38 2x4 5x6 2x4 3x4 3x8 8x10 2x4 3x84x8 6x10 6x10 3x8 8x85x12 4x10 5x12 5x12 5x12 3x6 4x6 6x6 4x10 6x16 6x8 8-9-8 8-9-8 18-1-12 9-4-4 18-3-8 0-1-12 21-11-8 3-8-0 29-5-8 7-6-0 34-8-4 5-2-12 39-11-0 5-2-12 44-3-0 4-4-0 3-4-0 3-4-0 8-9-8 5-5-8 13-6-8 4-9-0 18-3-8 4-9-0 21-11-8 3-8-0 29-5-8 7-6-0 34-8-4 5-2-12 39-11-0 5-2-12 44-3-0 4-4-0 45-5-8 1-2-8 5-4-1410-1-127-11-94-1-1412-0-00-10-146-3-612-0-09.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-2-0], [13:0-2-4,0-3-0], [21:0-4-0,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.71 0.74 0.76 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.24 0.06 0.07 (loc) 18 18-19 13 18 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 1144 lb FT = 20% GRIP 137/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-8,9-11: 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 7-19: 2x4 SPF No.2 17-19,13-17: onCENTER® AFL 2.1E 1 1/2" x 11 7/8" 22-24: 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 5-22,8-18,3-23,4-23,21-23,7-21,2-23,18-20,10-18: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5, 6-22, 6-8 , 9-18, 9-11, 12-15. Except: 6-0-0 oc bracing: 21-22 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 23-25,22-23. REACTIONS. (lb/size) 22=9579/0-3-8, 25=151/0-3-8, 13=6022/0-3-8 Max Horz 25=560(LC 5) Max Uplift 22=-666(LC 4), 25=-113(LC 10), 13=-348(LC 6) Max Grav 22=9579(LC 1), 25=421(LC 12), 13=6022(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-131/351, 3-4=-74/264, 21-22=-9412/704, 6-21=0/986, 6-7=-174/3525, 7-8=-394/0, 9-18=-3629/77, 8-9=-1257/0, 9-10=-6148/376, 11-12=-1204/111, 12-13=-8389/529 BOT CHORD 23-25=-482/105, 20-21=-244/5169, 19-20=-67/918, 7-20=-322/6120, 16-18=-381/6059, 15-16=-398/6382, 13-15=-395/6404 WEBS 3-23=-420/112, 4-21=-4331/288, 4-23=-45/1657, 9-20=-834/93, 21-23=-1014/41, 4-6=-177/3643, 7-21=-11463/578, 2-23=-283/253, 2-25=-233/309, 10-16=-112/1694, 18-20=-441/7928, 7-9=-5144/316, 10-12=-7403/483, 12-16=-395/27 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-5-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc, 1 1/2x11 7/8 - 3 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 22=666, 25=113, 13=348. Continued on page 2 ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD ACCOUNTS FOR DRIFTING SNOW. May 28,2019 06/06/19 Mike Sheeks 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 Component available 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 B19901614 Truss TG05 Truss Type Piggyback Base Girder Qty 1 Ply 3 Wedgewood 6 Grannan Grove Job Reference (optional) I37228751 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 28 12:52:32 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-tYeVdreV1rjsGQ6ZYsDzE9zNLUQG9aubUWKZQMzBz6T NOTES- 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 926 lb down and 62 lb up at 19-11-12, 851 lb down and 49 lb up at 21-11-12, 725 lb down and 28 lb up at 23-11-12, 834 lb down and 20 lb up at 25-11-12, 722 lb down and 47 lb up at 29-11-12, 722 lb down and 47 lb up at 31-11-12, 722 lb down and 47 lb up at 33-11-12, 722 lb down and 47 lb up at 35-11-12, and 722 lb down and 47 lb up at 37-11-12, and 722 lb down and 47 lb up at 39-9-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 6-8=-60, 9-11=-60, 12-14=-60, 25-35=-20, 35-36=-60, 36-37=-20, 22-37=-60, 20-21=-20, 19-38=-270(F=-210), 17-38=-230(F=-210), 16-17=-270(F=-210), 15-16=-230(F=-210), 13-15=-20 Concentrated Loads (lb) Vert: 11=-682 7=-811 26=-886 27=-685 28=-794 29=-685 30=-682(F) 31=-682(F) 32=-682(F) 33=-682(F) 34=-682(F) 06/06/19 Mike Sheeks 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 Component available 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 B19901614 Truss TG06 Truss Type Piggyback Base Girder Qty 1 Ply 1 Wedgewood 6 Grannan Grove Job Reference (optional) I37228752 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 28 12:52:33 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-LkCtrBf7n8rjtahl5akCmNWXlukluzckjA47ypzBz6S Scale = 1:92.8 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 1424 25 26 27 28 3x4 5x6 3x6 5x8 4x8 3x6 3x6 2x4 4x6 3x4 3x6 4x6 8x16 4x6 6x10 6x10 6x16 4x6 2x44x6 6x16 4x6 4x6 8-9-8 8-9-8 18-3-8 9-6-0 21-11-8 3-8-0 29-5-8 7-6-0 36-9-0 7-3-8 44-3-0 7-6-0 3-4-0 3-4-0 8-9-8 5-5-8 13-6-8 4-9-0 18-3-8 4-9-0 21-11-8 3-8-0 29-5-8 7-6-0 36-9-0 7-3-8 44-3-0 7-6-0 45-5-8 1-2-8 5-4-1412-0-00-10-142-1-812-0-09.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-2-0], [8:0-6-0,0-2-0], [12:0-0-0,0-2-8], [18:0-7-4,0-4-0], [19:0-4-4,0-2-0], [21:0-8-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.80 0.85 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.34 -0.61 0.22 0.09 (loc) 21-23 21-23 12 18-19 l/defl >999 >867 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 293 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 3-6,6-8: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 16-18,10-14,1-23,2-23: 2x4 SPF-S Stud SLIDER Right 2x4 SPF-S Stud 4-7-7 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-6 oc purlins, except end verticals, and 2-0-0 oc purlins (3-0-8 max.): 3-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 5-19, 7-18 WEBS 1 Row at midpt 4-21, 7-19, 8-16, 10-16, 2-23 REACTIONS. (lb/size) 23=1994/0-3-8, 12=2081/0-3-8 Max Horz 23=-339(LC 3) Max Uplift 23=-17(LC 4), 12=-82(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1615/137, 3-4=-1229/138, 4-5=-2160/172, 5-7=-2163/170, 7-8=-2316/158, 8-10=-2231/159, 10-12=-2834/79 BOT CHORD 21-23=-209/744, 18-19=-168/2320, 14-16=0/2120, 12-14=0/2120 WEBS 2-21=-104/746, 3-21=-10/620, 4-21=-1364/198, 19-21=-218/1711, 4-19=-61/1094, 7-19=-426/79, 16-18=-32/1732, 8-18=-238/1068, 10-16=-581/186, 10-14=0/354, 2-23=-1865/69 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23, 12. 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. May 28,2019 06/06/19 Mike Sheeks 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 Component available 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 B19901614 Truss TG07 Truss Type Piggyback Base Girder Qty 1 Ply 1 Wedgewood 6 Grannan Grove Job Reference (optional) I37228753 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 28 12:52:34 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-pwmF2XflYSzaVkGxfHFRJa3ihH3FdRbtyqpgVFzBz6R Scale = 1:93.7 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 24 25 26 27 28 29 3x4 5x8 3x6 5x8 4x8 3x6 3x6 2x4 4x6 3x6 3x6 4x6 6x10 3x4 6x10 6x10 8x8 4x6 2x45x6 8x8 4x6 4x6 8-9-8 8-9-8 18-3-8 9-6-0 21-11-8 3-8-0 29-5-8 7-6-0 36-9-0 7-3-8 44-3-0 7-6-0 3-4-0 3-4-0 8-9-8 5-5-8 13-6-8 4-9-0 18-3-8 4-9-0 21-11-8 3-8-0 29-5-8 7-6-0 36-9-0 7-3-8 44-3-0 7-6-0 45-5-8 1-2-8 5-4-1412-0-00-10-140-7-812-0-09.00 12 Plate Offsets (X,Y)-- [3:0-6-0,0-2-0], [8:0-6-0,0-2-0], [12:0-3-12,0-0-12], [18:0-7-12,0-3-12], [19:0-4-12,0-2-8], [21:0-4-8,0-2-12] 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.79 0.90 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.28 -0.51 0.18 0.09 (loc) 21-23 20-21 12 18-19 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 297 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 3-6: 2x4 SPF 2100F 1.8E, 6-8: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 22-23: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 16-18,10-14,1-23,2-23: 2x4 SPF-S Stud SLIDER Right 2x4 SPF-S Stud 4-7-7 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-4 oc purlins, except end verticals, and 2-0-0 oc purlins (3-0-14 max.): 3-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 5-19, 7-18 WEBS 1 Row at midpt 4-21, 7-19, 8-18, 10-16 2 Rows at 1/3 pts 2-23 REACTIONS. (lb/size) 23=2518/0-3-8, 12=2237/0-3-8 Max Horz 23=-339(LC 3) Max Uplift 23=-97(LC 4), 12=-95(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2069/212, 3-4=-1615/199, 4-5=-2223/198, 5-7=-2229/198, 7-8=-2304/218, 8-10=-2477/197, 10-12=-3081/103 BOT CHORD 21-23=-241/953, 20-21=0/299, 18-19=-192/2309, 7-18=-286/251, 14-16=0/2309, 12-14=0/2309 WEBS 2-21=-151/1068, 3-21=0/401, 4-21=-1150/235, 19-21=-265/1766, 4-19=-54/586, 7-19=-255/60, 16-18=-74/1726, 8-18=-251/857, 8-16=-41/380, 10-16=-569/184, 10-14=0/355, 2-23=-2413/148 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23, 12. 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. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 May 28,2019 06/06/19 Mike Sheeks 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 Component available 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 B19901614 Truss TG07 Truss Type Piggyback Base Girder Qty 1 Ply 1 Wedgewood 6 Grannan Grove Job Reference (optional) I37228753 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 28 12:52:34 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-pwmF2XflYSzaVkGxfHFRJa3ihH3FdRbtyqpgVFzBz6R LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-60, 3-24=-310, 8-24=-60, 8-13=-60, 23-25=-20, 25-26=-60, 20-26=-20, 19-27=-20, 18-27=-60, 17-28=-20, 28-29=-60, 12-29=-20 06/06/19 Mike Sheeks 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 Component available 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 B19901614 Truss V01 Truss Type Valley Qty 1 Ply 1 Wedgewood 6 Grannan Grove Job Reference (optional) I37228754 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 28 12:52:35 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-H6KdFtgOJm5R7ur8D_mgsob1vhZUM3D1BUZD1hzBz6Q Scale = 1:70.8 12 3 4 5 6 7 13 12 11 10 9 8 3x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 18-6-11 18-6-11 18-6-14 0-0-3 9-3-7 9-3-7 18-6-14 9-3-7 0-0-410-10-00-0-414.00 12 Plate Offsets (X,Y)-- [4:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.18 0.20 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 74 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-12: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 *Except* 4-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS. All bearings 18-6-7. (lb) - Max Horz 1=-254(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 7 except 1=-125(LC 4), 11=-216(LC 6), 13=-164(LC 6), 9=-217(LC 7), 8=-163(LC 7) Max Grav All reactions 250 lb or less at joint(s) 7 except 1=256(LC 6), 10=385(LC 1), 11=428(LC 10), 13=253(LC 1), 9=427(LC 11), 8=252(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-331/159, 6-7=-312/107 WEBS 3-11=-266/266, 5-9=-266/266 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 1=125, 11=216, 13=164, 9=217, 8=163. 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. May 28,2019 06/06/19 Mike Sheeks 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 Component available 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 B19901614 Truss V02 Truss Type Valley Qty 1 Ply 1 Wedgewood 6 Grannan Grove Job Reference (optional) I37228755 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 28 12:52:35 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-H6KdFtgOJm5R7ur8D_mgsob1rhanM5h1BUZD1hzBz6Q Scale = 1:59.5 1 2 3 4 5 8 7 63x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 15-11-13 15-11-13 16-0-0 0-0-3 8-0-0 8-0-0 16-0-0 8-0-0 0-0-49-4-00-0-414.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.18 0.18 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 59 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-7 REACTIONS. All bearings 15-11-10. (lb) - Max Horz 1=218(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-226(LC 6), 6=-226(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=363(LC 1), 8=439(LC 10), 6=439(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-270/268, 4-6=-270/268 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=226, 6=226. 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. May 28,2019 06/06/19 Mike Sheeks 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 Component available 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 B19901614 Truss V03 Truss Type Valley Qty 1 Ply 1 Wedgewood 6 Grannan Grove Job Reference (optional) I37228756 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 28 12:52:36 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-lJt?TDh043DIk1QKniHvO?8BD5w15XTAP8InZ8zBz6P Scale = 1:50.3 1 2 3 4 5 8 7 69 10 3x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 13-4-15 13-4-15 13-5-3 0-0-3 6-8-9 6-8-9 13-5-3 6-8-9 0-0-47-10-00-0-414.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.21 0.18 0.15 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: 48 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 13-4-12. (lb) - Max Horz 1=-181(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-194(LC 6), 6=-194(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=366(LC 1), 8=356(LC 10), 6=356(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=194, 6=194. 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. May 28,2019 06/06/19 Mike Sheeks 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 Component available 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 B19901614 Truss V04 Truss Type Valley Qty 1 Ply 1 Wedgewood 6 Grannan Grove Job Reference (optional) I37228757 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 28 12:52:36 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-lJt?TDh043DIk1QKniHvO?87H5x95YAAP8InZ8zBz6P Scale = 1:41.0 1 2 3 4 5 8 7 63x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-3 0-0-3 10-10-5 10-10-2 5-5-3 5-5-3 10-10-5 5-5-3 0-0-46-4-00-0-414.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.46 0.11 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 34 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 10-9-14. (lb) - Max Horz 1=-145(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-197(LC 6), 6=-197(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=307(LC 10), 6=307(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-251/270, 4-6=-251/270 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=197, 6=197. 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. May 28,2019 06/06/19 Mike Sheeks 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 Component available 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 B19901614 Truss V05 Truss Type Valley Qty 1 Ply 1 Wedgewood 6 Grannan Grove Job Reference (optional) I37228758 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 28 12:52:37 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-DVROgZierNL9MB?WKPo8xDhLtVGAq?1Keo2K5azBz6O Scale = 1:32.9 1 2 3 4 3x4 4x6 3x4 2x4 0-0-3 0-0-3 8-3-7 8-3-4 4-1-12 4-1-12 8-3-7 4-1-12 0-0-44-10-00-0-414.00 12 Plate Offsets (X,Y)-- [1:0-0-15,0-1-8], [2:Edge,0-1-14], [3:0-0-11,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.28 0.18 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=178/8-3-0, 3=178/8-3-0, 4=256/8-3-0 Max Horz 1=-108(LC 4) Max Uplift 1=-20(LC 7), 3=-16(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 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. May 28,2019 06/06/19 Mike Sheeks 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 Component available 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 B19901614 Truss V06 Truss Type Valley Qty 1 Ply 1 Wedgewood 6 Grannan Grove Job Reference (optional) I37228759 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 28 12:52:38 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-hh?muvjGchT0_LZju7KNTQDX1vcpZTzTtSnue0zBz6N Scale = 1:23.4 1 2 3 4 2x4 4x6 2x42x4 5-8-6 5-8-6 5-8-10 0-0-3 2-10-5 2-10-5 5-8-10 2-10-5 0-0-43-4-00-0-414.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.25 0.16 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=126/5-8-3, 3=126/5-8-3, 4=154/5-8-3 Max Horz 1=-72(LC 4) Max Uplift 1=-24(LC 7), 3=-20(LC 6) Max Grav 1=126(LC 1), 3=126(LC 1), 4=157(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 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. May 28,2019 06/06/19 Mike Sheeks 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 Component available 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 B19901614 Truss V07 Truss Type Valley Qty 1 Ply 1 Wedgewood 6 Grannan Grove Job Reference (optional) I37228760 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 28 12:52:38 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-hh?muvjGchT0_LZju7KNTQDZxvefZTBTtSnue0zBz6N Scale: 1"=1' 1 2 3 4 2x4 4x6 2x42x4 3-1-8 3-1-8 3-1-12 0-0-3 1-6-14 1-6-14 3-1-12 1-6-14 0-0-41-10-00-0-414.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.06 0.04 0.01 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-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=62/3-1-5, 3=62/3-1-5, 4=76/3-1-5 Max Horz 1=-36(LC 4) Max Uplift 1=-12(LC 7), 3=-10(LC 6) Max Grav 1=62(LC 1), 3=62(LC 1), 4=78(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 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. May 28,2019 06/06/19 Mike Sheeks 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 Component available 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 B19901614 Truss V08 Truss Type Valley Qty 1 Ply 1 Wedgewood 6 Grannan Grove Job Reference (optional) I37228761 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 28 12:52:39 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-9uZ85EjuN_bsbV8vSqrc0emjeI_sIwZd56XRASzBz6M Scale = 1:13.2 1 2 3 2x4 2x4 2x4 1-8-15 1-8-15 0-0-42-0-714.00 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.07 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-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-8-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=53/1-8-11, 3=53/1-8-11 Max Horz 1=47(LC 6) Max Uplift 3=-32(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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. May 28,2019 06/06/19 Mike Sheeks 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 Component available 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 B19901614 Truss V09 Truss Type Valley Qty 1 Ply 1 Wedgewood 6 Grannan Grove Job Reference (optional) I37228762 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 28 12:52:39 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-9uZ85EjuN_bsbV8vSqrc0emguIyYIwZd56XRASzBz6M Scale = 1:22.0 1 2 3 2x4 2x4 2x4 3-2-15 3-2-15 0-0-43-9-714.00 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.31 0.19 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=113/3-2-11, 3=113/3-2-11 Max Horz 1=101(LC 6) Max Uplift 3=-69(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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. May 28,2019 06/06/19 Mike Sheeks 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 Component available 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 B19901614 Truss V10 Truss Type Valley Qty 1 Ply 1 Wedgewood 6 Grannan Grove Job Reference (optional) I37228763 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 28 12:52:40 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-e47WJakW8IjjDfj50YMrZrJu1iKs1NpmKmG_ivzBz6L Scale = 1:14.4 1 2 3 2x4 2x4 2x4 1-11-8 1-11-8 0-0-42-3-714.00 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.09 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=61/1-11-4, 3=61/1-11-4 Max Horz 1=55(LC 6) Max Uplift 3=-37(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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. May 28,2019 06/06/19 Mike Sheeks 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 Component available 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 B19901614 Truss V11 Truss Type Valley Qty 1 Ply 1 Wedgewood 6 Grannan Grove Job Reference (optional) I37228764 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 28 12:52:40 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-e47WJakW8IjjDfj50YMrZrJqriHD1NrmKmG_ivzBz6L Scale = 1:24.4 1 2 3 5 4 3x4 2x4 2x42x4 2x4 9-6-13 9-6-13 0-0-43-11-135.00 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.36 0.23 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: 26 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=154/9-6-3, 4=108/9-6-3, 5=435/9-6-3 Max Horz 1=112(LC 6) Max Uplift 4=-17(LC 6), 5=-66(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-318/185 NOTES- 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; end vertical left 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 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. May 28,2019 06/06/19 Mike Sheeks 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 Component available 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 B19901614 Truss V12 Truss Type Valley Qty 1 Ply 1 Wedgewood 6 Grannan Grove Job Reference (optional) I37228765 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 28 12:52:41 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-6GhuWwl8vcrarpIHZFt453r?M6cOmq3vZQ0YELzBz6K Scale = 1:11.0 1 2 3 2x4 2x4 2x4 3-11-9 3-11-9 0-0-41-7-135.00 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.37 0.23 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 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-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=124/3-11-0, 3=124/3-11-0 Max Horz 1=40(LC 6) Max Uplift 1=-2(LC 6), 3=-19(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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. May 28,2019 06/06/19 Mike Sheeks 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 Component available 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 B19901614 Truss V13 Truss Type Valley Qty 1 Ply 1 Wedgewood 6 Grannan Grove Job Reference (optional) I37228766 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 28 12:52:41 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-6GhuWwl8vcrarpIHZFt453r0q6dEmqgvZQ0YELzBz6K Scale = 1:24.3 1 2 3 4 2x4 4x6 2x42x4 5-11-12 5-11-12 6-0-0 0-0-3 3-0-0 3-0-0 6-0-0 3-0-0 0-0-43-6-00-0-414.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.28 0.18 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=133/5-11-9, 3=133/5-11-9, 4=163/5-11-9 Max Horz 1=-76(LC 4) Max Uplift 1=-25(LC 7), 3=-21(LC 6) Max Grav 1=133(LC 1), 3=133(LC 1), 4=166(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 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. May 28,2019 06/06/19 Mike Sheeks 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 Component available 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 B19901614 Truss V14 Truss Type Valley Qty 1 Ply 1 Wedgewood 6 Grannan Grove Job Reference (optional) I37228767 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 28 12:52:42 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-aTFHkGmngvzRSytU7zOJeGOEjW?SVHA3o4l5nnzBz6J Scale = 1:12.8 1 2 3 4 2x4 4x6 2x42x4 0-0-3 0-0-3 3-5-2 3-4-15 1-8-9 1-8-9 3-5-2 1-8-9 0-0-42-0-00-0-414.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.08 0.05 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=69/3-4-11, 3=69/3-4-11, 4=85/3-4-11 Max Horz 1=-40(LC 4) Max Uplift 1=-13(LC 7), 3=-11(LC 6) Max Grav 1=69(LC 1), 3=69(LC 1), 4=86(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 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. May 28,2019 06/06/19 Mike Sheeks 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 Component available 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 B19901614 Truss V15 Truss Type Valley Qty 1 Ply 1 Wedgewood 6 Grannan Grove Job Reference (optional) I37228768 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 28 12:52:42 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-aTFHkGmngvzRSytU7zOJeGO34WuKVHJ3o4l5nnzBz6J Scale = 1:23.6 1 2 3 2x4 2x4 2x4 5-1-13 5-1-13 0-0-43-10-69.00 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.82 0.50 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 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-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=184/5-1-8, 3=184/5-1-8 Max Horz 1=107(LC 6) Max Uplift 3=-56(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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. May 28,2019 06/06/19 Mike Sheeks 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 Component available 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 B19901614 Truss V16 Truss Type Valley Qty 1 Ply 1 Wedgewood 6 Grannan Grove Job Reference (optional) I37228769 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 28 12:52:43 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-2fpfxcmPRD5I46SghgvYAUxPKwLcEkZC0kVeJEzBz6I Scale = 1:10.5 1 2 3 2x4 2x4 2x4 2-0-8 2-0-8 0-0-41-6-69.00 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.09 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 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-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=60/2-0-3, 3=60/2-0-3 Max Horz 1=35(LC 6) Max Uplift 3=-18(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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. May 28,2019 06/06/19 Mike Sheeks 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 Component available 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 B19901614 Truss V17 Truss Type Valley Qty 1 Ply 1 Wedgewood 6 Grannan Grove Job Reference (optional) I37228770 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 28 12:52:43 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-2fpfxcmPRD5I46SghgvYAUxOGwKyEkZC0kVeJEzBz6I Scale = 1:12.5 1 2 3 2x4 2x4 2x4 2-6-9 2-6-9 0-0-41-10-159.00 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 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.16 0.10 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=80/2-6-4, 3=80/2-6-4 Max Horz 1=46(LC 6) Max Uplift 3=-24(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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. May 28,2019 06/06/19 Mike Sheeks PRODUCT CODE APPROVALS LATERAL BRACING LOCATION Indicates 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 platewidth measured perpendicularto slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015edge of truss.from outside" 16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS.W4 - 6 W3-6W3 -7 W2-7W1-7C1-8 C5-6C6-7C7-8 C4-5 C3-4C2-3C1-2 TOP CHORD TOP CHORD 8 7 6 54321 BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates therequired direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1" 4/3PLATE LOCATION AND ORIENTATION Symbols Numbering System General Safety Notes* Plate location details available in MiTek 20/20 software 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.6-4-8 WEBS Trusses are designed for wind loads in the plane of thetruss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1section 6.3 These truss designs rely on lumber valuesestablished by others.dimensions shown in ft-in-sixteenths 06/06/19 Mike Sheeks