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HomeMy WebLinkAbout94N - TrussesRe: Liu, Xuegang Pages or sheets covered by this seal: I33636915 thru I33636961 My license renewal date for the state of Indiana is July 31, 2018. B18801794 Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. IMPORTANT NOTE: Wedgewood Broach Residence 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). 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. June 11,2018 Job B18801794 Truss GE01 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood Broach Residence Job Reference (optional) I33636915 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jun 11 14:41:27 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:yVHhUOeskFq2yZg021HNyQzCwVm-wGTqhiBuXSzGr_dtIpw7li6IcuhP8VU0JentNqz7KCM Scale = 1:103.2 12 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2021 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 3940 41 3x8 3x6 4x6 3x6 3x8 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 21-11-0 21-11-0 -1-2-8 1-2-8 10-11-8 10-11-8 21-11-0 10-11-8 23-1-8 1-2-8 0-8-1411-8-60-8-1412.00 12 Plate Offsets (X,Y)-- [22:0-4-5,0-1-8], [33:0-2-8,0-1-8], [38:0-4-5,0-1-8] 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) 0.35 0.15 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.01 0.01 (loc) 21 21 22 21 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 157 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* 10-30,9-31,12-29,13-28: 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 9-31, 13-28 JOINTS 1 Brace at Jt(s): 39, 40, 41 REACTIONS.All bearings 21-11-0. (lb) - Max Horz 38=-274(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 38, 22, 31, 32, 34, 35, 36, 28, 27, 26, 25, 24 except 37=-151(LC 6), 23=-145(LC 7) Max Grav All reactions 250 lb or less at joint(s) 22, 30, 31, 32, 34, 35, 36, 37, 29, 28, 27, 26, 25, 24, 23 except 38=267(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-306/117, 3-4=-302/128, 18-19=-285/95, 19-20=-289/84 BOT CHORD 37-38=-47/278, 36-37=-47/278, 35-36=-47/278, 34-35=-47/278, 33-34=-47/278, 32-33=-47/278, 31-32=-47/278, 30-31=-47/278, 29-30=-47/278, 28-29=-47/278, 27-28=-47/278, 26-27=-47/278, 25-26=-47/278, 24-25=-47/278, 23-24=-47/278, 22-23=-47/278 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, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 38, 22, 31, 32, 34, 35, 36, 28, 27, 26, 25, 24 except (jt=lb) 37=151, 23=145. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 11,2018 Job B18801794 Truss GE02 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood Broach Residence Job Reference (optional) I33636916 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jun 11 14:41:28 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:yVHhUOeskFq2yZg021HNyQzCwVm-OT1Cu2CWIm57T8C3sXRMIvfVpI1yt_zAXIXRvHz7KCL Scale = 1:71.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 28 27 26 25 24 23 22 21 20 19 18 17 16 3x4 3x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 14-7-0 14-7-0 -1-2-8 1-2-8 7-3-8 7-3-8 14-7-0 7-3-8 15-9-8 1-2-8 1-2-148-6-61-2-1412.00 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) 0.25 0.13 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.00 0.01 (loc) 15 15 16 15 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 93 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-22 REACTIONS.All bearings 14-7-0. (lb) - Max Horz 28=206(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 23, 24, 25, 26, 21, 20, 19, 18 except 28=-274(LC 4), 16=-235(LC 5), 27=-271(LC 5), 17=-243(LC 4) Max Grav All reactions 250 lb or less at joint(s) 23, 24, 25, 26, 27, 21, 20, 19, 18, 17 except 28=336(LC 5), 16=297(LC 4), 22=256(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 8-22=-279/0 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) 23, 24, 25, 26, 21, 20, 19, 18 except (jt=lb) 28=274, 16=235, 27=271, 17=243. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 11,2018 Job B18801794 Truss GE03 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Wedgewood Broach Residence Job Reference (optional) I33636917 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jun 11 14:41:30 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:yVHhUOeskFq2yZg021HNyQzCwVm-Kr9yJkEmqNLriSMRzyTqNKkqQ5kvLuSS?c0Y_9z7KCJ Scale = 1:95.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 70 69 68 67 66 65 64 63 62 61 60 59 58 57 56 55 54 53 52 5150 49 48 47 46 45 44 43 42 41 40 39 38 3x8 3x6 3x6 5x6 3x8 5x6 5x6 3x6 42-3-0 42-3-0 -1-2-8 1-2-8 16-9-11 16-9-11 25-5-5 8-7-11 42-3-0 16-9-11 43-5-8 1-2-8 0-9-912-0-00-9-912-0-08.00 12 Plate Offsets (X,Y)-- [16:0-3-0,0-0-2], [23:0-4-4,0-2-4], [28:0-2-12,0-3-4], [36:0-4-4,0-1-8], [58:0-3-0,0-3-0], [70:0-4-4,0-1-8] 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) 0.25 0.10 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.01 0.01 0.00 (loc) 37 37 38 37 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 348 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* 23-51,22-52,21-53,20-54,19-55,18-56,17-57,15-58,14-59,13-60,12-61,24-49,25-48,26-47: 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.): 16-23. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 23-51, 22-52, 21-53, 20-54, 19-55, 18-56, 17-57, 15-58, 14-59, 13-60, 12-61, 24-49, 25-48, 26-47 REACTIONS.All bearings 42-3-0. (lb) - Max Horz 70=-282(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 38, 52, 53, 54, 55, 56, 59, 60, 61, 62, 63, 64, 65, 66, 67, 68, 49, 48, 47, 46, 45, 44, 43, 42, 41, 40, 39 except 70=-165(LC 4), 69=-139(LC 5) Max Grav All reactions 250 lb or less at joint(s) 70, 38, 51, 52, 53, 54, 55, 56, 57, 58, 59, 60, 61, 62, 63, 64, 65, 66, 67, 68, 69, 49, 48, 47, 46, 45, 44, 43, 42, 41, 40, 39 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-255/206, 14-15=-20/277, 15-16=-22/253, 23-24=-23/280, 24-25=-21/258 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) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 38, 52, 53, 54, 55, 56, 59, 60, 61, 62, 63, 64, 65, 66, 67, 68, 49, 48, 47, 46, 45, 44, 43, 42, 41, 40, 39 except (jt=lb) 70=165, 69=139. 12) 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. 13) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 11,2018 Job B18801794 Truss GE04 Truss Type GABLE Qty 1 Ply 1 Wedgewood Broach Residence Job Reference (optional) I33636918 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jun 11 14:41:33 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:yVHhUOeskFq2yZg021HNyQzCwVm-lQr5ymGf7IjQZv50f41X?zMC2JYBY6WvhaECbUz7KCG Scale = 1:149.8 1 2 3 4 5 6 7 8 9 1011 12 13 27 26 25 24 23 22 21 20 19 18 17 16 14 59 15 8x8 6x8 8x8 5x16 MT18HS 5x16 MT18HS 3x8 2x4 4x6 4x6 5x12 6x16 2x4 2x4 4x6 3x6 6x8 4x6 5x12 4x6 4x8 3x4 8x8 5x12 2x4 8x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5-11-14 5-11-14 11-1-11 5-1-13 16-3-8 5-1-13 17-5-11 1-2-3 23-7-7 6-1-13 29-7-8 6-0-1 35-9-4 6-1-13 43-5-4 7-8-0 47-3-8 3-10-4 51-7-0 4-3-8 -1-2-8 1-2-8 5-11-14 5-11-14 11-1-11 5-1-13 16-3-8 5-1-13 17-5-11 1-2-3 23-7-7 6-1-13 29-7-8 6-0-1 35-9-4 6-1-13 43-6-6 7-9-2 51-7-0 8-0-10 52-9-8 1-2-8 0-4-32-4-210-0-012-0-01-5-82-0-012-0-04.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-2-13,Edge], [5:0-5-4,0-3-0], [7:0-4-0,0-4-8], [9:0-5-4,0-3-0], [9:0-0-15,0-2-0], [10:0-4-0,0-4-8], [12:0-3-8,0-4-0], [16:0-3-8,0-2-0], [17:0-6-0,0-0-4], [24:0-4-12 ,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.80 0.90 0.68 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.32 -0.78 0.29 0.18 (loc) 23 24-25 14 23 l/defl >999 >725 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 450 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SP No.1 *Except* 1-3: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 2-26,24-26: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-27,3-25,4-25,4-24,11-16: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 31-32,33-34,38-39,9-18,40-41: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-4 oc purlins, except end verticals, and 2-0-0 oc purlins (4-11-7 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-25, 4-24, 5-21, 6-21, 8-21, 8-19, 9-19, 11-18 REACTIONS.(lb/size) 2=2240/0-5-8, 14=2219/4-3-8, 15=118/0-3-8 Max Horz 2=247(LC 5) Max Uplift2=-98(LC 6), 14=-126(LC 7) Max Grav 2=2240(LC 1), 14=2219(LC 1), 15=188(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5910/418, 3-4=-4273/343, 4-5=-3267/341, 5-6=-2450/353, 6-7=-2457/356, 7-8=-2457/356, 8-9=-2436/356, 9-10=-2535/339, 10-11=-2675/293, 11-12=-2980/281, 12-14=-2210/253 BOT CHORD 2-27=-266/5530, 26-27=-270/5524, 25-26=-270/5524, 24-25=-162/3532, 21-59=-81/2435, 20-59=-81/2435, 19-20=-81/2435, 18-19=0/2111, 17-18=-73/2373, 16-17=-73/2373 WEBS 3-25=-2136/204, 4-25=0/924, 4-24=-1179/167, 21-24=-145/2786, 5-24=-13/1781, 5-21=-474/50, 6-21=-383/160, 8-19=-500/234, 9-19=-188/815, 9-18=-33/407, 11-18=-369/193, 12-16=-52/2222 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) 2 except (jt=lb) 14=126. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 11,2018 Job B18801794 Truss GE04 Truss Type GABLE Qty 1 Ply 1 Wedgewood Broach Residence Job Reference (optional) I33636918 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jun 11 14:41:33 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:yVHhUOeskFq2yZg021HNyQzCwVm-lQr5ymGf7IjQZv50f41X?zMC2JYBY6WvhaECbUz7KCG 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18801794 Truss GE05 Truss Type GABLE Qty 1 Ply 1 Wedgewood Broach Residence Job Reference (optional) I33636919 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jun 11 14:41:41 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:yVHhUOeskFq2yZg021HNyQzCwVm-WzK6dVMgElkHX8iZ7lAPKfhfpXH3QjL4XpAdt1z7KC8 Scale = 1:112.5 1 2 3 4 5 6 7 8 9 10 11 12 13 143635 34 33 32 31 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 89 90 91 92 30 5x6 8x8 6x8 4x6 6x16 3x4 3x4 4x6 5x6 3x6 3x8 4x6 3x6 3x6 4x6 4x8 3x6 3x4 5x6 8x8 5x6 3x4 3x4 5x6 8x8 5-11-14 5-11-14 16-0-0 10-0-2 16-1-12 0-1-12 17-5-11 1-3-15 23-7-7 6-1-13 28-7-0 4-11-9 29-7-8 1-0-8 35-9-4 6-1-13 41-5-4 5-8-0 46-4-6 4-11-2 51-7-0 5-2-10 -1-2-8 1-2-8 5-11-14 5-11-14 10-11-15 5-0-1 16-0-0 5-0-1 17-5-11 1-5-11 23-7-7 6-1-13 29-7-8 6-0-1 35-9-4 6-1-13 43-6-6 7-9-2 51-7-0 8-0-10 52-9-8 1-2-8 0-4-32-4-210-0-012-0-01-5-82-0-012-0-04.00 12 8.00 12 Plate Offsets (X,Y)-- [6:0-5-12,0-4-0], [8:0-4-0,0-4-8], [10:0-5-4,0-3-0], [11:0-4-0,0-4-8], [12:0-3-0,0-1-7], [13:0-2-12,0-2-0], [22:0-3-0,0-3-0], [31:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.49 0.90 0.69 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.29 -0.73 -0.03 0.03 (loc) 35-36 35-36 24 36 l/defl >658 >259 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 575 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP No.1 *Except* 1-3: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-36,4-36,4-35,33-35,12-20,12-16,13-15,13-16: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 41-42,44-45,53-54,29-62,63-64,25-70,71-72: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-4 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 3-11-4 oc bracing. Except: 1 Row at midpt 5-35 WEBS 1 Row at midpt 6-35, 6-32, 7-32, 9-32, 9-28, 10-28, 10-24, 12-24 REACTIONS.All bearings 23-3-8 except (jt=length) 2=0-8-0, 34=0-3-8, 30=0-3-8. (lb) - Max Horz 2=246(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 34, 24, 16, 17 except 2=-144(LC 4), 28=-162(LC 5), 20=-103(LC 7), 15=-114(LC 7), 29=-250(LC 11) Max Grav All reactions 250 lb or less at joint(s) 20, 27, 26, 25, 23, 21, 19, 18 except 2=551(LC 10), 34=1646(LC 10), 28=927(LC 1), 24=386(LC 1), 16=284(LC 11), 15=384(LC 11), 30=395(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-894/144, 3-4=-1057/271, 4-5=-56/501, 5-6=0/376, 13-15=-338/141 BOT CHORD 2-36=-29/787, 34-35=-1730/80, 5-35=-295/132 WEBS 3-36=-548/189, 4-36=-101/1129, 4-35=-524/167, 33-35=-159/293, 6-35=-1059/109, 6-33=-161/406, 6-32=-54/353, 7-32=-383/154, 9-32=-42/347, 9-28=-687/199 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=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 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) 34, 24, 16, 17 except (jt=lb) 2=144, 28=162, 20=103, 15=114, 29=250. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 11,2018 Job B18801794 Truss GE06 Truss Type Roof Special Supported Gable Qty 1 Ply 1 Wedgewood Broach Residence Job Reference (optional) I33636920 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jun 11 14:41:42 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:yVHhUOeskFq2yZg021HNyQzCwVm-_9uUqrNI?3s88IHlgThessEvNxpC9EdElTwAPTz7KC7 Scale = 1:82.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 232444 43 42 41 40 39 38 37 3635 34 33 32 31 30 29 28 27 26 25 3x6 4x6 5x6 3x8 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 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 16-0-0 16-0-0 28-7-0 12-7-0 -1-2-8 1-2-8 5-11-14 5-11-14 14-7-8 8-7-10 16-0-0 1-4-8 28-7-0 12-7-0 29-9-8 1-2-8 0-4-34-4-210-1-42-0-00-9-92-0-04.00 12 8.00 12 Plate Offsets (X,Y)-- [17:0-2-12,0-3-4], [23:0-4-4,0-1-8] 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) 0.18 0.14 0.43 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.01 0.02 0.01 (loc) 24 24 25 24 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 157 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 34-35. REACTIONS.All bearings 28-7-0. (lb) - Max Horz 2=198(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 25, 35, 36, 37, 38, 39, 40, 41, 42, 43, 44, 33, 32, 31, 30, 29, 28, 27, 26 except 2=-128(LC 4) Max Grav All reactions 250 lb or less at joint(s) 25, 2, 35, 34, 37, 38, 39, 40, 41, 42, 43, 33, 32, 31, 30, 29, 28, 27, 26 except 36=340(LC 7), 44=311(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 8-9=-99/273, 9-10=-77/296, 10-11=-55/327, 11-12=-31/325, 12-13=-28/320, 13-14=-17/309, 14-15=-23/277 WEBS 12-36=-292/16 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) Bearing at joint(s) 35 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 25, 35, 36, 37, 38, 39, 40, 41, 42, 43, 44, 33, 32, 31, 30, 29, 28, 27, 26 except (jt=lb) 2=128. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 36, 37, 38, 39, 40, 41, 42, 43, 44. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 11,2018 Job B18801794 Truss GE07 Truss Type Valley Qty 1 Ply 1 Wedgewood Broach Residence Job Reference (optional) I33636921 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jun 11 14:41:43 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:yVHhUOeskFq2yZg021HNyQzCwVm-SLRt2BOwmN_?mSsxEACtP4m56L6AulZN_7fkxvz7KC6 Scale = 1:111.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 34 33 32 31 30 29 2827 26 25 24 23 22 21 20 353638 37 39 4x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 3x4 2x4 2x4 25-4-5 25-4-5 12-8-3 12-8-3 25-4-5 12-8-3 0-0-412-8-30-0-412.00 12 Plate Offsets (X,Y)-- [6:0-3-0,0-3-0], [14:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.12 0.34 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 19 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 167 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud *Except* 1-6,14-19: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 8-27,7-29,12-26,13-25: 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 7-29, 13-25 JOINTS 1 Brace at Jt(s): 35, 38, 39 REACTIONS.All bearings 25-4-5. (lb) - Max Horz 1=-287(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 27, 29, 30, 31, 32, 33, 34, 26, 25, 24, 23, 22, 21, 20, 1, 19 Max Grav All reactions 250 lb or less at joint(s) 29, 30, 31, 32, 33, 34, 25, 24, 23, 22, 21, 20 except 27=421(LC 10), 26=421(LC 11), 1=280(LC 6), 19=277(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-405/77, 2-3=-334/67, 3-4=-278/64, 16-17=-274/53, 17-18=-330/57, 18-19=-401/66 BOT CHORD 1-34=-45/303, 33-34=-45/303, 32-33=-45/303, 31-32=-45/303, 30-31=-45/303, 29-30=-44/305, 28-29=-44/305, 27-28=-44/305, 26-27=-44/304, 25-26=-44/305, 24-25=-44/305, 23-24=-43/303, 22-23=-43/303, 21-22=-43/303, 20-21=-43/303, 19-20=-43/303 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, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 27, 29, 30, 31, 32, 33, 34, 26, 25, 24, 23, 22, 21, 20, 1, 19. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 11,2018 Job B18801794 Truss PB01 Truss Type Piggyback Qty 14 Ply 1 Wedgewood Broach Residence Job Reference (optional) I33636922 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jun 11 14:41:44 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:yVHhUOeskFq2yZg021HNyQzCwVm-wY?FFWOYXg6sOcR8ouj6xHJGvkWqdE9WDnPHULz7KC5 Scale = 1:23.3 1 2 3 4 5 6 4x6 3x4 3x4 2x4 8-7-11 8-7-11 4-3-13 4-3-13 8-7-11 4-3-13 0-4-72-10-90-1-80-4-70-1-88.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.12 0.12 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.01 0.00 -0.00 (loc) 5 5 4 5 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 22 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.(lb/size) 2=175/7-1-13, 4=175/7-1-13, 6=277/7-1-13 Max Horz 2=-57(LC 4) Max Uplift2=-33(LC 6), 4=-38(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 11,2018 Job B18801794 Truss PB02 Truss Type Piggyback Qty 12 Ply 1 Wedgewood Broach Residence Job Reference (optional) I33636923 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jun 11 14:41:44 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:yVHhUOeskFq2yZg021HNyQzCwVm-wY?FFWOYXg6sOcR8ouj6xHJEKkV8dD_WDnPHULz7KC5 Scale = 1:46.6 1 2 3 4 5 6 7 11 10 9 81213 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 3x4 18-3-10 18-3-10 9-1-13 9-1-13 18-3-10 9-1-13 0-4-75-11-116-1-30-1-80-4-70-1-88.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.22 0.17 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.01 0.01 0.00 -0.00 (loc) 7 7 6 7 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 55 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 16-9-12. (lb) - Max Horz 2=132(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 6 except 11=-107(LC 6), 8=-107(LC 7) Max Grav All reactions 250 lb or less at joint(s) 2, 6 except 9=384(LC 1), 11=433(LC 10), 8=433(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-295/155, 5-8=-295/155 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=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, 6 except (jt=lb) 11=107, 8=107. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 11,2018 Job B18801794 Truss PBE01 Truss Type GABLE Qty 1 Ply 1 Wedgewood Broach Residence Job Reference (optional) I33636924 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jun 11 14:41:45 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:yVHhUOeskFq2yZg021HNyQzCwVm-OkZdTsPBI_Ej?l?KMbELUVsRY8sJMhegRR8q0oz7KC4 Scale = 1:23.3 1 2 3 4 5 6 7 10 9 8 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 8-7-11 8-7-11 4-3-13 4-3-13 8-7-11 4-3-13 0-4-72-10-90-1-80-4-70-1-88.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.06 0.04 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 6 7 6 6 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 25 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 7-1-13. (lb) - Max Horz 2=-57(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 6, 9, 10, 8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=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, 6, 10, 8. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 11,2018 Job B18801794 Truss PBE02 Truss Type GABLE Qty 2 Ply 1 Wedgewood Broach Residence Job Reference (optional) I33636925 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jun 11 14:41:45 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:yVHhUOeskFq2yZg021HNyQzCwVm-OkZdTsPBI_Ej?l?KMbELUVsQh8rjMhBgRR8q0oz7KC4 Scale = 1:49.3 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 18-3-10 18-3-10 9-1-13 9-1-13 18-3-10 9-1-13 0-4-75-11-116-1-30-1-80-4-70-1-88.00 12 Plate Offsets (X,Y)-- [20:0-2-2,0-1-8] 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) 0.12 0.08 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 13 13 12 13 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 74 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 16-9-12. (lb) - Max Horz 2=132(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 19, 21, 22, 23, 17, 16, 15, 14 Max Grav All reactions 250 lb or less at joint(s) 2, 18, 19, 21, 22, 23, 17, 16, 15, 14, 12 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=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, 19, 21, 22, 23, 17, 16, 15, 14. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 11,2018 Job B18801794 Truss T01 Truss Type Common Qty 14 Ply 1 Wedgewood Broach Residence Job Reference (optional) I33636926 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jun 11 14:41:46 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:yVHhUOeskFq2yZg021HNyQzCwVm-sw7?gCQp3IMadvaWvJma1iOUKY1t51Kpg5uOYEz7KC3 Scale = 1:92.0 12 3 4 5 6 7 8 9 10 11 13 122223 24 25 3x6 4x6 3x6 6x10 3x4 3x6 3x8 2x4 2x4 6x10 3x4 10-11-8 10-11-8 21-11-0 10-11-8 -1-2-8 1-2-8 5-7-8 5-7-8 10-11-8 5-4-0 16-3-8 5-4-0 21-11-0 5-7-8 23-1-8 1-2-8 0-8-1411-8-60-8-1412.00 12 Plate Offsets (X,Y)-- [2:0-3-15,Edge], [10:0-3-15,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-M) 0.57 0.73 0.45 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.27 -0.59 0.04 0.06 (loc) 12-16 12-16 2 12-16 l/defl >967 >449 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 95 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 10-13: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 6-12: 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-0, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=1107/0-3-8, 10=1107/0-3-8 Max Horz 2=-259(LC 4) Max Uplift2=-61(LC 6), 10=-61(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1005/0, 3-4=-1085/124, 4-5=-900/137, 5-6=-768/178, 6-7=-768/178, 7-8=-899/137, 8-9=-1085/125, 9-10=-955/0 BOT CHORD 2-22=-61/728, 22-23=-61/728, 13-23=-61/728, 12-13=-61/728, 12-24=0/726, 24-25=0/726, 10-25=0/726 WEBS 6-12=-136/807, 8-12=-281/202, 4-12=-285/202 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) The Fabrication Tolerance at joint 2 = 4%, joint 10 = 8% 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, 10. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 11,2018 Job B18801794 Truss T02 Truss Type Common Qty 3 Ply 1 Wedgewood Broach Residence Job Reference (optional) I33636927 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jun 11 14:41:46 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:yVHhUOeskFq2yZg021HNyQzCwVm-sw7?gCQp3IMadvaWvJma1iOUGY1m51Ipg5uOYEz7KC3 Scale = 1:92.0 12 3 4 5 6 7 8 9 11 102021 22 23 3x6 4x6 6x10 3x4 6x10 3x4 3x6 3x8 2x4 2x4 10-11-8 10-11-8 21-11-0 10-11-8 -1-2-8 1-2-8 5-7-8 5-7-8 10-11-8 5-4-0 16-3-8 5-4-0 21-11-0 5-7-8 0-8-1411-8-60-8-1412.00 12 Plate Offsets (X,Y)-- [2:0-3-15,Edge], [9:0-3-15,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-M) 0.57 0.73 0.46 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.27 -0.58 0.04 0.06 (loc) 10-18 10-18 2 10-14 l/defl >967 >451 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 93 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 9-11: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 6-10: 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-0, Right 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 9=1032/0-3-0, 2=1109/0-3-8 Max Horz 2=273(LC 5) Max Uplift9=-24(LC 6), 2=-61(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1001/0, 3-4=-1088/127, 4-5=-903/139, 5-6=-771/181, 6-7=-904/182, 7-8=-1088/128, 8-9=-1028/0 BOT CHORD 2-20=-75/730, 20-21=-75/730, 11-21=-75/730, 10-11=-75/730, 10-22=0/731, 22-23=0/731, 9-23=0/731 WEBS 6-10=-141/813, 7-10=-286/206, 4-10=-285/202 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) The Fabrication Tolerance at joint 2 = 4% 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) 9, 2. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 11,2018 Job B18801794 Truss T03 Truss Type Common Qty 1 Ply 1 Wedgewood Broach Residence Job Reference (optional) I33636928 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jun 11 14:41:47 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:yVHhUOeskFq2yZg021HNyQzCwVm-K6hNuYRRqbURF39jT0HpZwxiYySyqWDzvldx4gz7KC2 Scale = 1:66.8 1 2 3 4 5 6 7 10 9 8 4x6 3x8 4x6 4x6 2x4 3x6 2x4 3x6 7-3-8 7-3-8 14-7-0 7-3-8 -1-2-8 1-2-8 3-9-8 3-9-8 7-3-8 3-6-0 10-9-8 3-6-0 14-7-0 3-9-8 15-9-8 1-2-8 1-2-148-6-61-2-1412.00 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) 0.35 0.42 0.35 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.14 0.01 0.01 (loc) 8-9 8-9 8 9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 75 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud 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) 10=653/0-3-8, 8=653/0-3-8 Max Horz 10=206(LC 5) Max Uplift10=-54(LC 6), 8=-54(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-448/136, 4-5=-448/136, 2-10=-256/158, 6-8=-256/158 BOT CHORD 9-10=-68/321, 8-9=0/321 WEBS 4-9=-114/354, 3-10=-422/0, 5-8=-422/0 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) 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) 10, 8. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 11,2018 Job B18801794 Truss T04 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood Broach Residence Job Reference (optional) I33636929 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jun 11 14:41:48 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:yVHhUOeskFq2yZg021HNyQzCwVm-oJFm5uS3bvcHsDkv1jo267UkhMiQZ?968PNVd7z7KC1 Scale = 1:94.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 20 19 18 17 16 1529 30 31 3x6 5x8 6x8 3x6 8x10 3x12 3x8 3x6 2x4 3x6 3x8 3x6 3x6 3x6 2x4 8x10 3x12 3x8 8-6-9 8-6-9 16-9-11 8-3-1 25-5-5 8-7-11 33-8-7 8-3-1 42-3-0 8-6-9 -1-2-8 1-2-8 5-9-9 5-9-9 10-11-10 5-2-1 16-9-11 5-10-1 25-5-5 8-7-11 31-3-6 5-10-1 36-5-7 5-2-1 42-3-0 5-9-9 43-5-8 1-2-8 0-9-912-0-00-9-912-0-08.00 12 Plate Offsets (X,Y)-- [2:0-5-6,Edge], [7:0-5-4,0-2-4], [8:0-4-8,0-1-12], [13:0-5-6,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-M) 0.90 0.79 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.32 -0.58 0.18 0.08 (loc) 18-20 15-17 13 18-20 l/defl >999 >868 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 200 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 5-7,8-10: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 4-20,6-20,9-15,11-15: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-10-0, Right 2x4 SPF-S Stud 1-10-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-14 oc purlins, except 2-0-0 oc purlins (4-2-15 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-18, 8-18, 9-17 REACTIONS.(lb/size) 2=2028/0-3-8, 13=2043/0-3-8 Max Horz 2=-264(LC 4) Max Uplift2=-96(LC 6), 13=-96(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-734/0, 3-4=-2884/219, 4-5=-2719/236, 5-6=-2579/254, 6-7=-2271/286, 7-8=-1815/277, 8-9=-2299/286, 9-10=-2602/254, 10-11=-2742/236, 11-12=-2907/219, 12-13=-733/0 BOT CHORD 2-20=-108/2290, 20-29=-47/2126, 19-29=-47/2126, 18-19=-47/2126, 18-30=0/1838, 17-30=0/1838, 16-17=-2/2147, 16-31=-2/2147, 15-31=-2/2147, 13-15=-68/2308 WEBS 6-20=-16/347, 6-18=-533/173, 7-18=-16/777, 8-17=-37/829, 9-17=-530/173, 9-15=-16/347 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) 2, 13. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 11,2018 Job B18801794 Truss T05 Truss Type PIGGYBACK BASE Qty 4 Ply 1 Wedgewood Broach Residence Job Reference (optional) I33636930 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jun 11 15:32:27 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:yVHhUOeskFq2yZg021HNyQzCwVm-aVkC8f_?xklmHD9cA0bFikr6bOs96RTQyj1pnTz7JSY Scale = 1:83.2 1 2 3 4 5 6 7 8 9 10 11 12 13 19 18 17 16 15 14282930 3x6 5x8 6x8 3x6 8x10 3x12 3x8 MT18HS3x6 2x4 3x6 3x8 3x6 3x6 3x6 2x4 5x10 MT18HS 3x12 8x8 3x8 MT18HS 8-6-9 8-6-9 16-9-11 8-3-1 25-5-5 8-7-11 33-8-7 8-3-1 42-3-0 8-6-9 -1-2-8 1-2-8 5-9-9 5-9-9 10-11-10 5-2-1 16-9-11 5-10-1 25-5-5 8-7-11 31-3-6 5-10-1 36-5-7 5-2-1 42-3-0 5-9-9 0-9-912-0-00-9-912-0-08.00 12 Plate Offsets (X,Y)-- [2:0-5-6,Edge], [7:0-5-4,0-2-4], [8:0-4-8,0-1-12], [13:0-5-6,Edge], [13:0-5-10,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix-M) 0.78 0.99 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.33 -0.60 0.19 0.08 (loc) 17-19 17-19 13 17-19 l/defl >999 >848 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 202 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 5-7,8-10: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 15-18: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-19,6-19,9-14,11-14: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-10-0, Right 2x8 SP 2400F 2.0E 1-10-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins, except 2-0-0 oc purlins (4-2-13 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 6-17, 8-17, 9-16 REACTIONS.(lb/size) 2=2034/0-3-8, 13=1974/0-3-8 Max Horz 2=273(LC 5) Max Uplift2=-96(LC 6), 13=-58(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-733/0, 3-4=-2895/220, 4-5=-2729/236, 5-6=-2589/255, 6-7=-2277/287, 7-8=-1819/278, 8-9=-2305/287, 9-10=-2619/258, 10-11=-2759/240, 11-12=-2925/223, 12-13=-756/0 BOT CHORD 2-19=-122/2298, 19-28=-56/2133, 18-28=-56/2133, 17-18=-56/2133, 17-29=0/1843, 16-29=0/1843, 15-16=-40/2156, 15-30=-40/2156, 14-30=-40/2156, 13-14=-109/2325 WEBS 6-19=-16/352, 6-17=-537/173, 7-17=-16/780, 8-16=-38/833, 9-16=-537/175, 9-14=-20/355 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) The Fabrication Tolerance at joint 13 = 12%, joint 13 = 12% 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 96 lb uplift at joint 2 and 58 lb uplift at joint 13. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 11,2018 Job B18801794 Truss T06 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood Broach Residence Job Reference (optional) I33636931 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jun 11 15:35:53 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:yVHhUOeskFq2yZg021HNyQzCwVm-Y7B4N5UDQ1iX?tvCEHIZ2BNIBREvNcSlKmxj0Xz7JPK Scale = 1:83.5 1 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13272829 3x6 5x8 6x8 3x6 5x10 MT18HS 3x12 8x8 3x8 3x6 2x4 3x6 3x8 3x6 3x6 3x6 2x4 5x10 MT18HS 3x12 8x8 3x8 8-6-9 8-6-9 16-9-11 8-3-1 25-5-6 8-7-11 33-8-7 8-3-1 42-3-0 8-6-9 5-9-9 5-9-9 10-11-10 5-2-1 16-9-11 5-10-1 25-5-6 8-7-11 31-3-6 5-10-1 36-5-7 5-2-1 42-3-0 5-9-9 0-9-912-0-00-9-912-0-08.00 12 Plate Offsets (X,Y)-- [1:0-5-10,Edge], [1:0-5-6,Edge], [6:0-5-4,0-2-4], [7:0-4-8,0-1-12], [12:0-5-6,Edge], [12:0-5-10,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix-M) 0.87 0.77 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.32 -0.58 0.18 0.08 (loc) 16-18 13-15 12 13-15 l/defl >999 >872 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 204 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 4-6,7-9: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-18,5-18,8-13,10-13: 2x4 SPF-S Stud SLIDER Left 2x8 SP 2400F 2.0E 1-10-0, Right 2x8 SP 2400F 2.0E 1-10-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-13 oc purlins, except 2-0-0 oc purlins (4-2-13 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-16, 7-16, 8-15 REACTIONS.(lb/size) 1=1960/0-3-8, 12=1975/0-3-8 Max Horz 1=261(LC 5) Max Uplift1=-58(LC 6), 12=-58(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-759/0, 2-3=-2903/224, 3-4=-2738/241, 4-5=-2598/259, 5-6=-2281/288, 6-7=-1822/279, 7-8=-2308/288, 8-9=-2621/259, 9-10=-2761/241, 10-11=-2926/224, 11-12=-758/0 BOT CHORD 1-18=-126/2308, 18-27=-56/2137, 17-27=-56/2137, 16-17=-56/2137, 16-28=0/1846, 15-28=0/1846, 14-15=-41/2158, 14-29=-41/2158, 13-29=-41/2158, 12-13=-110/2326 WEBS 5-18=-20/359, 5-16=-539/175, 6-16=-17/782, 7-15=-38/834, 8-15=-536/175, 8-13=-20/353 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) The Fabrication Tolerance at joint 1 = 12%, joint 12 = 12%, joint 1 = 12%, joint 12 = 12% 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 58 lb uplift at joint 1 and 58 lb uplift at joint 12. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 11,2018 Job B18801794 Truss T07 Truss Type Piggyback Base Qty 3 Ply 1 Wedgewood Broach Residence Job Reference (optional) I33636932 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jun 11 14:41:49 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:yVHhUOeskFq2yZg021HNyQzCwVm-HVp8JEShMDk8UNJ5bRJHeL0vkl11ILWFM3629Zz7KC0 Scale: 1/8"=1' 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 1018 19 20 3x6 6x8 5x8 3x6 3x6 3x6 3x6 2x4 3x6 5x6 4x6 3x8 3x6 5x6 3x4 5x6 3x6 6-5-4 6-5-4 12-5-4 6-0-0 17-5-11 5-0-7 26-1-5 8-7-11 33-6-7 7-5-1 41-3-0 7-8-9 6-5-4 6-5-4 12-5-4 6-0-0 17-5-11 5-0-7 26-1-5 8-7-11 33-6-7 7-5-1 41-3-0 7-8-9 0-4-412-0-01-10-1412-0-08.00 12 Plate Offsets (X,Y)-- [1:0-3-6,0-1-8], [5:0-4-8,0-1-8], [6:0-4-12,0-2-0], [9: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) 0.94 0.89 0.68 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.20 -0.38 0.03 0.03 (loc) 13-14 13-14 10 11-13 l/defl >999 >911 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 201 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* 2-17,2-16,8-11,9-10,9-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-3 oc purlins, except end verticals, and 2-0-0 oc purlins (3-8-11 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-16. WEBS 1 Row at midpt 4-16, 5-14, 5-13, 8-13 REACTIONS.(lb/size) 1=411/Mechanical, 16=2069/0-3-8, 10=1267/0-3-8 Max Horz 1=292(LC 5) Max Uplift1=-4(LC 7), 16=-92(LC 6), 10=-55(LC 7) Max Grav 1=428(LC 10), 16=2069(LC 1), 10=1267(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-470/56, 4-5=-654/191, 5-6=-823/218, 6-7=-989/208, 7-8=-1123/163, 8-9=-1496/141, 9-10=-1201/116 BOT CHORD 1-17=-149/333, 16-17=-149/333, 14-19=-79/471, 13-19=-79/471, 12-13=0/1153, 12-20=0/1153, 11-20=0/1153 WEBS 2-17=0/285, 2-16=-506/129, 4-16=-1624/127, 4-14=0/1100, 5-14=-583/62, 5-13=-49/609, 8-13=-443/167, 9-11=0/1071 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 16, 10. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 11,2018 Job B18801794 Truss T08 Truss Type PIGGYBACK BASE Qty 3 Ply 1 Wedgewood Broach Residence Job Reference (optional) I33636933 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jun 11 14:41:50 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:yVHhUOeskFq2yZg021HNyQzCwVm-lhMWWaTJ7Ws?6XuH88qWBYZ3E9Om1onPbjsbh?z7KC? Scale = 1:97.8 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 917 18 19 3x6 6x8 5x8 5x8 3x6 3x6 3x6 2x4 3x6 5x6 4x6 3x8 3x8 3x4 5x6 3x6 6-5-4 6-5-4 12-5-4 6-0-0 17-5-11 5-0-7 26-1-5 8-7-11 33-3-3 7-1-13 41-3-0 7-11-13 6-5-4 6-5-4 12-5-4 6-0-0 17-5-11 5-0-7 26-1-5 8-7-11 33-3-3 7-1-13 41-3-0 7-11-13 0-4-47-2-1312-0-03-10-1412-0-08.00 12 5.00 12 Plate Offsets (X,Y)-- [1:0-3-6,0-1-8], [5:0-4-8,0-1-8], [6:0-4-12,0-2-0], [8:0-3-0,0-1-12], [10:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.96 0.79 0.68 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.20 -0.38 0.03 0.03 (loc) 12-13 12-13 9 10-12 l/defl >999 >905 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 204 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* 2-16,2-15,7-10,8-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-7 oc purlins, except end verticals, and 2-0-0 oc purlins (3-9-12 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-15. WEBS 1 Row at midpt 4-15, 5-13, 5-12, 7-12 REACTIONS.(lb/size) 1=416/Mechanical, 15=2063/0-3-8, 9=1268/0-3-8 Max Horz 1=-207(LC 4) Max Uplift15=-112(LC 6), 9=-52(LC 7) Max Grav 1=432(LC 10), 15=2063(LC 1), 9=1268(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-476/26, 4-5=-659/170, 5-6=-827/208, 6-7=-1111/192, 7-8=-1299/129, 8-9=-1202/142 BOT CHORD 1-16=-79/338, 15-16=-79/338, 13-18=0/475, 12-18=0/475, 11-12=-51/1124, 11-19=-51/1124, 10-19=-51/1124 WEBS 2-16=0/285, 2-15=-506/129, 4-15=-1618/159, 4-13=0/1094, 5-13=-578/86, 5-12=-58/608, 7-12=-410/131, 7-10=-257/116, 8-10=-40/1182 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9 except (jt=lb) 15=112. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 11,2018 Job B18801794 Truss T09 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood Broach Residence Job Reference (optional) I33636934 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jun 11 14:41:51 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:yVHhUOeskFq2yZg021HNyQzCwVm-DuwujwUxuq?sjhTUisLlkm5M3ZmHmCwYqNb9DRz7KC_ Scale = 1:104.7 1 2 3 4 5 6 7 8 9 19 18 17 16 15 14 13 12 11 1020 21 22 6x6 6x8 6x6 6x6 3x4 3x6 3x6 3x8 5x6 4x8 4x8 3x6 8x8 4x8 5x6 3x4 6x6 3x6 5-11-14 5-11-14 12-5-4 6-5-6 17-5-11 5-0-7 26-1-5 8-7-11 33-3-3 7-1-13 40-6-0 7-2-13 47-7-0 7-1-0 5-11-14 5-11-14 11-8-12 5-8-14 17-5-11 5-8-14 26-1-5 8-7-11 33-3-3 7-1-13 40-6-0 7-2-13 47-7-0 7-1-0 49-1-8 1-6-8 2-4-34-4-27-2-1312-0-01-3-312-0-04.00 12 8.00 12 5.00 12 Plate Offsets (X,Y)-- [4:0-5-4,0-3-0], [7:0-4-0,0-4-8], [8:0-2-12,0-2-8], [11:0-3-8,0-2-0], [15:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.51 0.58 0.88 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.20 -0.38 0.06 0.06 (loc) 14-15 14-15 10 11-12 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 SP No.1 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 3-15,4-15,4-14,5-14,6-14,8-10,8-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-12 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, Except: 6-0-0 oc bracing: 15-17. WEBS 1 Row at midpt 3-17, 4-15, 4-14, 6-14 REACTIONS.(lb/size) 19=381/Mechanical, 17=2352/0-3-8, 10=1587/0-3-8 Max Horz 19=-221(LC 4) Max Uplift19=-76(LC 4), 17=-54(LC 6), 10=-138(LC 7) Max Grav 19=437(LC 10), 17=2352(LC 1), 10=1587(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-413/82, 3-4=-784/217, 4-5=-1124/263, 5-6=-1462/256, 6-7=-2185/263, 7-8=-2508/264, 1-19=-387/103, 8-10=-1514/257 BOT CHORD 17-18=-29/343, 17-20=-304/181, 16-20=-304/181, 15-16=-304/181, 15-21=0/559, 14-21=0/559, 14-22=-15/1930, 13-22=-15/1930, 12-13=-15/1930, 11-12=-120/2238, 10-11=0/279 WEBS 2-17=-439/91, 3-17=-1974/173, 3-15=0/1438, 4-15=-813/82, 4-14=-79/973, 5-14=0/301, 6-14=-1107/209, 6-12=0/416, 7-12=-343/119, 1-18=-28/326, 8-11=-131/1977 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 17 except (jt=lb) 10=138. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 11,2018 Job B18801794 Truss T10 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood Broach Residence Job Reference (optional) I33636935 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jun 11 14:41:51 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:yVHhUOeskFq2yZg021HNyQzCwVm-DuwujwUxuq?sjhTUisLlkm5J5ZkMmFuYqNb9DRz7KC_ Scale = 1:106.9 1 2 3 4 5 6 7 8 9 10 21 20 19 18 17 16 15 14 13 12 11 22 8x8 6x8 6x6 6x6 5x16 MT18HS 3x16 MT18HS 3x8 MT18HS2x4 3x8 4x6 5x12 2x4 5x12 3x6 8x8 5x8 12x12 5-11-14 5-11-14 11-1-11 5-1-13 16-3-8 5-1-13 17-5-11 1-2-3 26-1-5 8-7-11 33-3-3 7-1-13 40-6-0 7-2-13 47-7-0 7-1-0 -1-2-8 1-2-8 5-11-14 5-11-14 11-1-11 5-1-13 16-3-8 5-1-13 17-5-11 1-2-3 26-1-5 8-7-11 33-3-3 7-1-13 40-6-0 7-2-13 47-7-0 7-1-0 49-1-8 1-6-8 0-4-32-4-210-0-05-2-1312-0-01-3-32-0-012-0-04.00 12 8.00 12 5.00 12 Plate Offsets (X,Y)-- [2:0-2-13,Edge], [5:0-5-4,0-3-0], [8:0-4-0,0-4-8], [11:Edge,0-9-4], [12:0-3-8,0-2-8], [15:0-5-12,0-2-4], [18:0-4-8,0-2-12], [19:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.70 0.71 0.69 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.28 -0.73 0.25 0.17 (loc) 13-15 15-16 11 19 l/defl >999 >773 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 286 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SP No.1 *Except* 1-3: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 5-16,5-15,6-15,7-15,9-11,9-12,15-18: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-1 oc purlins, except end verticals, and 2-0-0 oc purlins (5-1-3 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-19, 4-18, 5-15, 7-15 REACTIONS.(lb/size) 2=2033/0-5-8, 11=2084/0-3-8 Max Horz 2=-201(LC 4) Max Uplift2=-98(LC 6), 11=-136(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5286/383, 3-4=-3768/314, 4-5=-2822/316, 5-6=-2037/332, 6-7=-2522/338, 7-8=-3303/350, 8-9=-3477/340, 9-11=-2006/295 BOT CHORD 2-21=-204/4941, 20-21=-209/4935, 19-20=-209/4935, 18-19=-26/3107, 15-22=-96/2965, 14-22=-96/2965, 13-14=-96/2965, 12-13=-190/3127, 11-12=0/348 WEBS 3-19=-1959/195, 4-19=0/858, 4-18=-1100/159, 5-18=0/1405, 5-15=-557/56, 6-15=-26/847, 7-15=-1291/222, 7-13=0/362, 8-12=-256/118, 9-12=-196/2806, 15-18=0/2332 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 11=136. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 11,2018 Job B18801794 Truss T11 Truss Type PIGGYBACK BASE Qty 5 Ply 1 Wedgewood Broach Residence Job Reference (optional) I33636936 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jun 11 14:41:52 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:yVHhUOeskFq2yZg021HNyQzCwVm-h4UGxGVaf87jLq2gGZs_GzeWQz6ZVeNi21Liluz7KBz Scale = 1:112.5 1 2 3 4 5 6 7 8 9 10 11 12 1326252423 22 21 20 19 18 17 16 15 14 27 28 8x8 6x8 4x6 6x8 4x6 5x16 MT18HS 3x16 MT18HS 3x6 2x4 3x8 4x6 5x12 5x12 2x4 2x4 4x6 5x6 4x8 5x8 5x6 3x4 8x8 3x6 5-11-14 5-11-14 11-1-11 5-1-13 16-3-8 5-1-13 17-5-11 1-2-3 23-7-7 6-1-13 29-7-8 6-0-1 35-9-4 6-1-13 43-5-4 7-8-0 51-7-0 8-1-12 -1-2-8 1-2-8 5-11-14 5-11-14 11-1-11 5-1-13 16-3-8 5-1-13 17-5-11 1-2-3 23-7-7 6-1-13 29-7-8 6-0-1 35-9-4 6-1-13 43-6-6 7-9-2 51-7-0 8-0-10 52-9-8 1-2-8 0-4-32-4-210-0-012-0-01-5-82-0-012-0-04.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-2-13,Edge], [5:0-5-4,0-3-0], [9:0-5-8,0-3-0], [12:0-3-8,0-4-0], [17:0-3-8,0-2-0], [23:0-5-4,0-2-12], [24:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.53 0.58 0.93 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.24 -0.59 0.18 0.14 (loc) 22 23-24 14 24 l/defl >999 >875 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 343 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SP No.1 *Except* 1-3: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 19-22,16-19: 2x4 SPF No.2, 14-16: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 3-26,3-24,4-24,4-23,11-15,12-14,12-15: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-8 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-17. WEBS 1 Row at midpt 3-24, 4-23, 5-20, 6-20, 8-20, 8-18, 9-18, 9-17, 11-15, 12-15 REACTIONS.(lb/size) 2=1836/0-5-8, 15=3030/0-3-8, 14=-133/0-8-0 Max Horz 2=247(LC 5) Max Uplift2=-102(LC 6), 15=-25(LC 6), 14=-368(LC 10) Max Grav 2=1836(LC 1), 15=3030(LC 1), 14=38(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4692/347, 3-4=-3291/286, 4-5=-2396/290, 5-6=-1643/306, 6-7=-1650/308, 7-8=-1650/308, 8-9=-1419/296, 9-10=-1033/252, 10-11=-1182/205, 11-12=-55/829, 12-14=-69/422 BOT CHORD 2-26=-227/4379, 25-26=-232/4373, 24-25=-232/4373, 23-24=-200/2710, 20-27=-128/1419, 19-27=-128/1419, 18-19=-128/1419, 18-28=-49/849, 17-28=-49/849, 16-17=-627/76, 15-16=-627/76 WEBS 3-24=-1782/184, 4-24=0/792, 4-23=-1053/159, 20-23=-180/2017, 5-23=-7/1452, 5-20=-619/43, 6-20=-384/160, 8-20=-55/521, 8-18=-836/215, 9-18=-169/1275, 9-17=-889/150, 11-17=-86/1826, 11-15=-2644/206, 12-15=-654/143 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; porch 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15 except (jt=lb) 2=102, 14=368. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 11,2018 Job B18801794 Truss T12 Truss Type Piggyback Base Qty 2 Ply 1 Wedgewood Broach Residence Job Reference (optional) I33636937 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jun 11 14:41:53 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:yVHhUOeskFq2yZg021HNyQzCwVm-9G2f8bVCPRFaz_dsqHODpBBg9NQwE3nrHh4GHKz7KBy Scale = 1:112.5 1 2 3 4 5 6 7 8 9 10 11 12 13 1430292827 26 25 24 23 2221 20 19 1817 16 15 31 32 8x8 6x8 4x6 6x8 4x6 5x12 3x16 MT18HS 5x12 3x4 2x4 3x6 4x6 5x12 2x4 2x4 4x8 5x8 4x8 4x6 5x6 2x4 4x6 6x16 3x4 5x8 5-11-14 5-11-14 11-1-11 5-1-13 16-3-8 5-1-13 17-5-11 1-2-3 23-7-7 6-1-12 29-7-8 6-0-1 31-7-0 1-11-8 35-9-4 4-2-5 42-5-0 6-7-12 43-7-0 1-2-0 46-10-4 3-3-4 51-7-0 4-8-12 -1-2-8 1-2-8 5-11-14 5-11-14 11-1-11 5-1-13 16-3-8 5-1-13 17-5-11 1-2-3 23-7-7 6-1-12 29-7-8 6-0-1 31-7-0 1-11-8 35-9-4 4-2-5 42-5-0 6-7-12 46-10-4 4-5-4 51-7-0 4-8-12 52-9-8 1-2-8 0-4-32-4-210-0-012-0-01-5-82-0-012-0-04.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-2-9,Edge], [5:0-5-4,0-3-0], [9:0-5-4,0-3-0], [13:0-2-9,0-2-8], [19:0-5-8,0-2-8], [20:0-3-8,0-2-0], [21:0-6-0,0-3-0], [27:0-5-8,0-2-12] 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) 0.60 0.77 0.98 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.21 -0.58 0.17 0.14 (loc) 28-30 27-28 15 28 l/defl >999 >890 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 356 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SP No.1 *Except* 1-3: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 22-26,19-21: 2x4 SPF No.2, 15-18: 2x4 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 5-25,5-24,6-24,9-21,9-20,11-20,8-23,8-24,24-27: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-4 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 19-20,16-17,15-16. WEBS 1 Row at midpt 3-28, 4-27, 5-24, 6-24, 9-20, 8-23, 8-24 2 Rows at 1/3 pts 11-17 REACTIONS.(lb/size) 2=1796/0-5-8, 15=-51/0-8-0, 17=2888/0-3-8 Max Horz 2=247(LC 5) Max Uplift2=-95(LC 6), 15=-270(LC 10) Max Grav 2=1796(LC 1), 15=112(LC 5), 17=2888(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4570/327, 3-4=-3210/270, 4-5=-2309/276, 5-6=-1561/293, 6-7=-1565/294, 7-8=-1565/294, 8-9=-1458/271, 9-10=-1096/223, 10-11=-1233/176, 11-12=-32/826, 12-13=-93/519, 13-15=-86/311 BOT CHORD 2-30=-208/4264, 29-30=-212/4258, 28-29=-212/4258, 27-28=-186/2627, 21-31=-41/900, 20-31=-41/900, 20-32=-655/99, 19-32=-655/99 WEBS 3-28=-1747/178, 4-28=0/779, 4-27=-1041/157, 5-27=-0/1417, 5-24=-633/44, 6-24=-388/160, 9-21=-162/1159, 9-20=-751/142, 11-20=-64/1867, 12-16=0/331, 8-21=-615/201, 8-24=-57/274, 21-24=-122/1452, 24-27=-167/1937, 17-19=-2791/132, 11-19=-2493/157, 16-19=-409/66, 12-19=-396/47, 13-16=-408/49 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 15=270. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 11,2018 Job B18801794 Truss T13 Truss Type PIGGYBACK BASE Qty 5 Ply 1 Wedgewood Broach Residence Job Reference (optional) I33636938 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jun 11 14:41:54 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:yVHhUOeskFq2yZg021HNyQzCwVm-dTc1MxWqAlNRb8C3N_vSLOjthmlIzaG?WLqppmz7KBx Scale = 1:112.5 1 2 3 4 5 6 7 8 9 10 11 12 13 142625 24 23 22 21 20 19 18 17 16 15 27 28 29 30 31 5x6 8x8 4x6 6x8 4x6 4x6 6x16 3x4 3x4 3x6 4x6 5x6 3x6 5x8 2x4 4x6 3x6 3x6 2x4 4x6 4x8 3x4 5x6 3x6 5-11-14 5-11-14 16-0-0 10-0-2 16-1-12 0-1-12 17-5-11 1-3-15 23-7-7 6-1-13 29-7-8 6-0-1 35-9-4 6-1-13 41-5-4 5-8-0 46-4-6 4-11-2 51-7-0 5-2-10 -1-2-8 1-2-8 5-11-14 5-11-14 10-11-15 5-0-1 16-0-0 5-0-1 17-5-11 1-5-11 23-7-7 6-1-13 29-7-8 6-0-1 35-9-4 6-1-13 43-6-6 7-9-2 51-7-0 8-0-10 52-9-8 1-2-8 0-4-32-4-210-0-012-0-01-5-82-0-012-0-04.00 12 8.00 12 Plate Offsets (X,Y)-- [6:0-5-8,0-3-12], [10:0-5-4,0-3-0], [13:0-2-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.48 0.82 0.71 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.29 -0.74 -0.03 0.29 (loc) 25-26 25-26 24 25-26 l/defl >656 >258 n/a >647 L/d 360 240 n/a 240 PLATES MT20 Weight: 356 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP No.1 *Except* 1-3: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 21-24: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-26,4-26,4-25,23-25,12-17,12-16,13-15,13-16: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-15 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 3-3-5 oc bracing. Except: 1 Row at midpt 5-25 WEBS 1 Row at midpt 6-25, 6-22, 7-22, 9-22, 9-20, 10-20, 10-19, 12-17 REACTIONS.All bearings 0-8-0 except (jt=length) 24=0-3-8, 17=0-3-8. (lb) - Max Horz 2=246(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 17, 15 except 2=-235(LC 4), 24=-378(LC 5) Max Grav All reactions 250 lb or less at joint(s) except 2=571(LC 10), 24=2331(LC 1), 17=1291(LC 11), 15=675(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-956/407, 3-4=-1129/570, 4-5=-182/452, 5-6=-111/294, 6-7=-565/180, 7-8=-565/180, 8-9=-565/180, 9-10=-753/200, 10-11=-724/184, 11-12=-872/136, 12-13=-606/93, 13-15=-626/121 BOT CHORD 2-26=-254/844, 24-25=-2395/441, 5-25=-352/139, 23-29=-101/266, 22-29=-101/266, 22-30=-48/752, 21-30=-48/752, 20-21=-48/752, 20-31=-13/598, 19-31=-13/598, 16-17=0/396 WEBS 3-26=-568/261, 4-26=-568/1156, 4-25=-521/271, 23-25=0/379, 6-25=-1530/348, 6-22=-138/1164, 7-22=-389/156, 9-22=-458/62, 10-20=-74/342, 10-19=-270/88, 12-19=-27/793, 12-17=-1258/120, 13-16=0/305 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; porch 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) 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) 17, 15 except (jt=lb) 2=235, 24=378. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 11,2018 Job B18801794 Truss T14 Truss Type Roof Special Qty 1 Ply 1 Wedgewood Broach Residence Job Reference (optional) I33636939 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jun 11 14:41:54 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:yVHhUOeskFq2yZg021HNyQzCwVm-dTc1MxWqAlNRb8C3N_vSLOjoTmstzfS?WLqppmz7KBx Scale = 1:76.2 1 2 3 4 5 6 7 8 9 10 11161514 13 12 174x8 4x6 3x6 3x4 8x8 2x4 2x4 3x8 3x4 3x4 3x6 3x6 3x6 2x4 3x6 5-7-12 5-7-12 5-11-14 0-4-2 11-10-4 5-10-6 12-0-2 0-1-14 16-0-0 3-11-14 16-1-12 0-1-12 22-1-12 6-0-0 28-7-0 6-5-4 -1-2-8 1-2-8 5-11-14 5-11-14 10-3-11 4-3-13 14-7-8 4-3-13 16-0-0 1-4-8 22-1-12 6-1-12 28-7-0 6-5-4 29-9-8 1-2-8 0-4-32-4-28-1-410-1-40-9-92-0-04.00 12 8.00 12 Plate Offsets (X,Y)-- [10:0-5-6,Edge], [14:0-2-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.82 0.34 0.44 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.10 0.01 0.04 (loc) 10-12 10-12 10 2-16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 131 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Right 2x4 SPF-S Stud 3-10-6 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, Except: 6-0-0 oc bracing: 13-14. REACTIONS.All bearings 0-3-8 except (jt=length) 2=0-5-8. (lb) - Max Horz 2=198(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 13, 10, 15 except 2=-185(LC 4), 16=-172(LC 6) Max Grav All reactions 250 lb or less at joint(s) except 2=323(LC 10), 13=820(LC 1), 10=530(LC 11), 16=789(LC 10), 15=635(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-17=-470/223, 4-17=-305/181, 8-9=-386/80, 9-10=-506/55 BOT CHORD 13-14=-771/117, 6-14=-319/148, 10-12=0/321 WEBS 3-16=-647/262, 4-15=-595/246, 12-14=0/329, 8-14=-419/149 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; porch 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) 13, 10, 15 except (jt=lb) 2=185, 16=172. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-17=-60, 4-17=-310, 4-5=-60, 5-11=-60, 2-14=-20, 10-13=-20 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 11,2018 Job B18801794 Truss TG01 Truss Type Common Girder Qty 1 Ply 2 Wedgewood Broach Residence Job Reference (optional) I33636940 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jun 11 14:41:55 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:yVHhUOeskFq2yZg021HNyQzCwVm-5fAPZHXSx3VICImFxiQhucG_XAAWi5j8l?ZMLDz7KBw Scale = 1:66.8 1 2 3 4 5 8 7 69 10 11 12 13 14 3x4 4x6 3x4 6x8 4x6 4x6 4x8 4x8 7-3-8 7-3-8 14-7-0 7-3-8 3-9-8 3-9-8 7-3-8 3-6-0 10-9-8 3-6-0 14-7-0 3-9-8 1-2-148-6-61-2-1412.00 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) 0.73 0.50 0.51 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.11 0.01 0.04 (loc) 7-8 7-8 6 7-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 176 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 8=1810/0-3-8, 6=2218/0-3-8 Max Horz 8=-198(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-601/122, 2-3=-1541/0, 3-4=-1541/0, 4-5=-595/37, 1-8=-482/101, 5-6=-478/40 BOT CHORD 8-9=-6/1047, 9-10=-6/1047, 10-11=-6/1047, 7-11=-6/1047, 7-12=0/1047, 12-13=0/1047, 13-14=0/1047, 6-14=0/1047 WEBS 3-7=0/1853, 2-8=-1096/0, 4-6=-1102/0 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) 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) 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 408 lb down and 16 lb up at 2-2-12, 408 lb down and 16 lb up at 4-2-12, 408 lb down and 16 lb up at 6-2-12, 412 lb down at 8-2-12, 412 lb down at 10-2-12, and 412 lb down at 12-2-12, and 425 lb down and 84 lb up at 14-5-4 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): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 6-8=-20 Concentrated Loads (lb) Vert: 6=-425(F) 9=-408(F) 10=-408(F) 11=-408(F) 12=-412(F) 13=-412(F) 14=-412(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 11,2018 Job B18801794 Truss V01 Truss Type Valley Qty 1 Ply 1 Wedgewood Broach Residence Job Reference (optional) I33636941 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jun 11 14:41:56 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:yVHhUOeskFq2yZg021HNyQzCwVm-ZrknndY4iMd9qSLRVPxwQppH4abxRaQHzfJwufz7KBv Scale = 1:67.3 1 2 3 4 5 9 8 7 63x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 14-4-9 14-4-9 8-6-5 8-6-5 14-4-9 5-10-4 0-0-48-6-52-8-112.00 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) 0.23 0.17 0.35 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 57 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 14-4-5. (lb) - Max Horz 1=184(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 6 except 9=-187(LC 6), 7=-156(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 6 except 8=468(LC 1), 9=464(LC 10), 7=389(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-288/232 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) 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, 6 except (jt=lb) 9=187, 7=156. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 11,2018 Job B18801794 Truss V02 Truss Type Valley Qty 1 Ply 1 Wedgewood Broach Residence Job Reference (optional) I33636942 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jun 11 14:41:56 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:yVHhUOeskFq2yZg021HNyQzCwVm-ZrknndY4iMd9qSLRVPxwQppH2ab?RcGHzfJwufz7KBv Scale = 1:56.9 1 2 3 4 5 9 8 7 610 113x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 13-0-9 13-0-9 7-2-5 7-2-5 13-0-9 5-10-4 0-0-47-2-51-4-112.00 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) 0.24 0.17 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 48 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 13-0-5. (lb) - Max Horz 1=173(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 6 except 9=-158(LC 6), 7=-171(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 6 except 8=452(LC 1), 9=366(LC 10), 7=341(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, 6 except (jt=lb) 9=158, 7=171. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 11,2018 Job B18801794 Truss V03 Truss Type Valley Qty 1 Ply 1 Wedgewood Broach Residence Job Reference (optional) I33636943 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jun 11 14:41:57 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:yVHhUOeskFq2yZg021HNyQzCwVm-22I9_zYiTgl0Scwe36S9z1LPh_x9A5URCJ2TQ5z7KBu Scale = 1:46.8 1 2 3 4 5 8 7 63x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-4 0-0-4 11-8-9 11-8-5 5-10-5 5-10-5 11-8-9 5-10-5 0-0-45-10-50-0-412.00 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) 0.43 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: 36 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-8-1. (lb) - Max Horz 1=-128(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-147(LC 6), 6=-147(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=296(LC 10), 6=296(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. 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=147, 6=147. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 11,2018 Job B18801794 Truss V04 Truss Type Valley Qty 1 Ply 1 Wedgewood Broach Residence Job Reference (optional) I33636944 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jun 11 14:41:57 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:yVHhUOeskFq2yZg021HNyQzCwVm-22I9_zYiTgl0Scwe36S9z1LQI_vRA5wRCJ2TQ5z7KBu Scale = 1:37.8 1 2 3 43x6 4x6 3x6 2x4 0-0-4 0-0-4 9-0-9 9-0-5 4-6-5 4-6-5 9-0-9 4-6-5 0-0-44-6-50-0-412.00 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) 0.33 0.22 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=186/9-0-1, 3=186/9-0-1, 4=295/9-0-1 Max Horz 1=-97(LC 4) Max Uplift1=-19(LC 7), 3=-19(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=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. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 11,2018 Job B18801794 Truss V05 Truss Type Valley Qty 1 Ply 1 Wedgewood Broach Residence Job Reference (optional) I33636945 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jun 11 14:41:57 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:yVHhUOeskFq2yZg021HNyQzCwVm-22I9_zYiTgl0Scwe36S9z1LT0_vkA6aRCJ2TQ5z7KBu Scale = 1:27.8 1 2 3 43x4 4x6 3x4 2x4 0-0-4 0-0-4 6-4-9 6-4-5 3-2-5 3-2-5 6-4-9 3-2-5 0-0-43-2-50-0-412.00 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) 0.16 0.20 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=126/6-4-1, 3=126/6-4-1, 4=202/6-4-1 Max Horz 1=-66(LC 4) Max Uplift1=-15(LC 7), 3=-15(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=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. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 11,2018 Job B18801794 Truss V06 Truss Type Valley Qty 1 Ply 1 Wedgewood Broach Residence Job Reference (optional) I33636946 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jun 11 14:41:58 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:yVHhUOeskFq2yZg021HNyQzCwVm-WErYBJZKE_tt3lVqcqzOWEufrOIAvZ8aRzo0yXz7KBt Scale = 1:14.5 1 2 3 4 2x4 4x6 2x4 2x4 3-8-5 3-8-5 3-8-9 0-0-4 1-10-5 1-10-5 3-8-9 1-10-5 0-0-41-10-50-0-412.00 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) 0.09 0.06 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: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=72/3-8-1, 3=72/3-8-1, 4=97/3-8-1 Max Horz 1=-35(LC 4) Max Uplift1=-12(LC 7), 3=-12(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=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. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 11,2018 Job B18801794 Truss V07 Truss Type Valley Qty 1 Ply 1 Wedgewood Broach Residence Job Reference (optional) I33636947 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jun 11 14:41:58 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:yVHhUOeskFq2yZg021HNyQzCwVm-WErYBJZKE_tt3lVqcqzOWEudwOGSvXHaRzo0yXz7KBt Scale = 1:54.6 1 2 3 4 5 8 7 69 103x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-4 0-0-4 13-8-14 13-8-10 6-10-10 6-10-10 13-8-14 6-10-4 0-0-46-10-100-0-412.00 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) 0.21 0.17 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 47 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 13-8-13. (lb) - Max Horz 1=-152(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-153(LC 6), 6=-153(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=372(LC 1), 8=347(LC 10), 6=347(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=153, 6=153. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 11,2018 Job B18801794 Truss V08 Truss Type Valley Qty 1 Ply 1 Wedgewood Broach Residence Job Reference (optional) I33636948 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jun 11 14:41:58 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:yVHhUOeskFq2yZg021HNyQzCwVm-WErYBJZKE_tt3lVqcqzOWEuY8ODpvXBaRzo0yXz7KBt Scale = 1:44.5 1 2 3 43x8 4x6 3x8 2x4 0-0-4 0-0-4 11-1-5 11-1-1 5-6-10 5-6-10 11-1-5 5-6-10 0-0-45-6-100-0-412.00 12 Plate Offsets (X,Y)-- [1:0-5-13,Edge], [3:0-2-9,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.52 0.34 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 32 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=232/11-0-13, 3=232/11-0-13, 4=368/11-0-13 Max Horz 1=121(LC 5) Max Uplift1=-24(LC 7), 3=-24(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=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. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 11,2018 Job B18801794 Truss V09 Truss Type Valley Qty 1 Ply 1 Wedgewood Broach Residence Job Reference (optional) I33636949 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jun 11 14:41:59 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:yVHhUOeskFq2yZg021HNyQzCwVm-_QPwPfaz?H?khv40AXVd2SRnWncNe?dkfdXaV_z7KBs Scale = 1:35.5 1 2 3 43x4 4x6 3x4 2x4 0-0-4 0-0-4 8-5-5 8-5-1 4-2-10 4-2-10 8-5-5 4-2-10 0-0-44-2-100-0-412.00 12 Plate Offsets (X,Y)-- [1:0-1-2,0-1-8], [3:0-0-9,0-1-8] 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) 0.28 0.19 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=173/8-4-13, 3=173/8-4-13, 4=273/8-4-13 Max Horz 1=-90(LC 4) Max Uplift1=-18(LC 7), 3=-18(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=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. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 11,2018 Job B18801794 Truss V10 Truss Type Valley Qty 1 Ply 1 Wedgewood Broach Residence Job Reference (optional) I33636950 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jun 11 14:41:59 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:yVHhUOeskFq2yZg021HNyQzCwVm-_QPwPfaz?H?khv40AXVd2SRo3ncre0BkfdXaV_z7KBs Scale = 1:25.5 1 2 3 42x4 4x6 2x4 2x4 0-0-4 0-0-4 5-9-5 5-9-1 2-10-10 2-10-10 5-9-5 2-10-10 0-0-42-10-100-0-412.00 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) 0.25 0.16 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=121/5-8-13, 3=121/5-8-13, 4=163/5-8-13 Max Horz 1=-59(LC 4) Max Uplift1=-20(LC 7), 3=-20(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=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. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 11,2018 Job B18801794 Truss V11 Truss Type Valley Qty 1 Ply 1 Wedgewood Broach Residence Job Reference (optional) I33636951 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jun 11 14:42:00 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:yVHhUOeskFq2yZg021HNyQzCwVm-SdzIc?bbmb7bJ3fCkF0sbfz0qByHNTstuGH71Qz7KBr Scale = 1:12.7 1 2 3 2x4 3x4 2x4 0-0-4 0-0-4 3-1-5 3-1-1 1-6-10 1-6-10 3-1-5 1-6-10 0-0-41-6-100-0-412.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.06 0.14 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=96/3-0-13, 3=96/3-0-13 Max Horz 1=28(LC 5) Max Uplift1=-3(LC 7), 3=-3(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=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. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 11,2018 Job B18801794 Truss V12 Truss Type Valley Qty 1 Ply 1 Wedgewood Broach Residence Job Reference (optional) I33636952 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jun 11 14:42:00 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:yVHhUOeskFq2yZg021HNyQzCwVm-SdzIc?bbmb7bJ3fCkF0sbfz_zBwJNPvtuGH71Qz7KBr Scale = 1:93.6 1 2 3 4 5 6 7 13 12 11 10 9 81415 3x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0-0-4 0-0-4 22-8-5 22-8-1 11-4-3 11-4-3 22-8-5 11-4-3 0-0-411-4-30-0-412.00 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) 0.18 0.27 0.32 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: 91 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 2x4 SPF-S Stud *Except* 4-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS.All bearings 22-7-13. (lb) - Max Horz 1=-256(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 7 except 11=-164(LC 6), 13=-144(LC 6), 9=-164(LC 7), 8=-144(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=377(LC 1), 11=513(LC 10), 13=353(LC 1), 9=510(LC 11), 8=355(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-265/151 WEBS 3-11=-263/214, 5-9=-263/214 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, 7 except (jt=lb) 11=164, 13=144, 9=164, 8=144. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 11,2018 Job B18801794 Truss V13 Truss Type Valley Qty 1 Ply 1 Wedgewood Broach Residence Job Reference (optional) I33636953 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jun 11 14:42:01 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:yVHhUOeskFq2yZg021HNyQzCwVm-wpXgqKcDXvFRwDEPIyX57tW8ebIn6tm17w0hZsz7KBq Scale = 1:78.8 1 2 3 4 5 6 7 13 12 11 10 9 83x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0-0-4 0-0-4 20-0-5 20-0-1 10-0-3 10-0-3 20-0-5 10-0-3 0-0-410-0-30-0-412.00 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) 0.18 0.19 0.21 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: 78 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 2x4 SPF-S Stud *Except* 4-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS.All bearings 19-11-13. (lb) - Max Horz 1=-225(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 7 except 11=-168(LC 6), 13=-123(LC 6), 9=-168(LC 7), 8=-122(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 13, 8 except 10=399(LC 1), 11=429(LC 10), 9=428(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-267/218, 5-9=-267/218 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, 7 except (jt=lb) 11=168, 13=123, 9=168, 8=122. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 11,2018 Job B18801794 Truss V14 Truss Type Valley Qty 1 Ply 1 Wedgewood Broach Residence Job Reference (optional) I33636954 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jun 11 14:42:01 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:yVHhUOeskFq2yZg021HNyQzCwVm-wpXgqKcDXvFRwDEPIyX57tW70bF66up17w0hZsz7KBq Scale = 1:71.6 1 2 3 4 5 9 8 7 63x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 0-0-4 0-0-4 17-4-5 17-4-1 8-8-3 8-8-3 17-4-5 8-8-3 0-0-48-8-30-0-412.00 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) 0.22 0.36 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: 61 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-7: 2x4 SPF-S Stud 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. WEBS 1 Row at midpt 3-8 REACTIONS.All bearings 17-3-13. (lb) - Max Horz 1=-194(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1 except 9=-192(LC 6), 6=-192(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 8=370(LC 1), 9=472(LC 10), 6=472(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-295/238, 4-6=-296/239 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 except (jt=lb) 9=192 , 6=192. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 11,2018 Job B18801794 Truss V15 Truss Type Valley Qty 1 Ply 1 Wedgewood Broach Residence Job Reference (optional) I33636955 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jun 11 14:42:01 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:yVHhUOeskFq2yZg021HNyQzCwVm-wpXgqKcDXvFRwDEPIyX57tW7zbI?6uk17w0hZsz7KBq Scale = 1:58.1 1 2 3 4 5 8 7 69 103x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-4 0-0-4 14-8-5 14-8-1 7-4-3 7-4-3 14-8-5 7-4-3 0-0-47-4-30-0-412.00 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) 0.22 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: 51 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-7-13. (lb) - Max Horz 1=163(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-161(LC 6), 6=-161(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=379(LC 1), 8=378(LC 10), 6=378(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=161, 6=161. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 11,2018 Job B18801794 Truss V16 Truss Type Valley Qty 1 Ply 1 Wedgewood Broach Residence Job Reference (optional) I33636956 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jun 11 14:42:02 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:yVHhUOeskFq2yZg021HNyQzCwVm-O?521gcrICNIYNpbrg2Kg43I_?fKrMnAMamE5Jz7KBp Scale: 1/4"=1' 1 2 3 4 5 8 7 63x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-4 0-0-4 12-0-5 12-0-1 6-0-3 6-0-3 12-0-5 6-0-3 0-0-46-0-30-0-412.00 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) 0.21 0.11 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: 40 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 11-11-13. (lb) - Max Horz 1=132(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-146(LC 6), 6=-146(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=295(LC 10), 6=295(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. 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=146, 6=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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 11,2018 Job B18801794 Truss V17 Truss Type Valley Qty 1 Ply 1 Wedgewood Broach Residence Job Reference (optional) I33636957 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jun 11 14:42:02 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:yVHhUOeskFq2yZg021HNyQzCwVm-O?521gcrICNIYNpbrg2Kg43Ge?dLrM1AMamE5Jz7KBp Scale = 1:39.0 1 2 3 43x6 4x6 3x6 2x4 0-0-4 0-0-4 9-4-5 9-4-1 4-8-3 4-8-3 9-4-5 4-8-3 0-0-44-8-30-0-412.00 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) 0.36 0.23 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 27 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=193/9-3-13, 3=193/9-3-13, 4=306/9-3-13 Max Horz 1=-101(LC 4) Max Uplift1=-20(LC 7), 3=-20(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=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. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 11,2018 Job B18801794 Truss V18 Truss Type Valley Qty 1 Ply 1 Wedgewood Broach Residence Job Reference (optional) I33636958 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jun 11 14:42:03 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:yVHhUOeskFq2yZg021HNyQzCwVm-sBfRF0dT3WV9AXOnPNZZDIbUDPzoaq?JaEVnelz7KBo Scale = 1:29.0 1 2 3 43x4 4x6 3x4 2x4 0-0-4 0-0-4 6-8-5 6-8-1 3-4-3 3-4-3 6-8-5 3-4-3 0-0-43-4-30-0-412.00 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) 0.18 0.22 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=133/6-7-13, 3=133/6-7-13, 4=213/6-7-13 Max Horz 1=-70(LC 4) Max Uplift1=-16(LC 7), 3=-16(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=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. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 11,2018 Job B18801794 Truss V19 Truss Type Valley Qty 1 Ply 1 Wedgewood Broach Residence Job Reference (optional) I33636959 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jun 11 14:42:03 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:yVHhUOeskFq2yZg021HNyQzCwVm-sBfRF0dT3WV9AXOnPNZZDIbVIP?9aqLJaEVnelz7KBo Scale = 1:15.5 1 2 3 4 2x4 4x6 2x4 2x4 0-0-4 0-0-4 4-0-5 4-0-1 2-0-3 2-0-3 4-0-5 2-0-3 0-0-42-0-30-0-412.00 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) 0.11 0.07 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: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=79/3-11-13, 3=79/3-11-13, 4=107/3-11-13 Max Horz 1=-39(LC 4) Max Uplift1=-13(LC 7), 3=-13(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=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. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 11,2018 Job B18801794 Truss V20 Truss Type Valley Qty 1 Ply 1 Wedgewood Broach Residence Job Reference (optional) I33636960 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jun 11 14:42:03 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:yVHhUOeskFq2yZg021HNyQzCwVm-sBfRF0dT3WV9AXOnPNZZDIbKGPt7aqcJaEVnelz7KBo Scale = 1:23.5 1 2 33x6 3x6 3x4 7-3-4 7-3-4 0-0-43-0-65.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.81 0.58 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: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=255/7-2-11, 3=255/7-2-11 Max Horz 1=82(LC 6) Max Uplift1=-5(LC 6), 3=-39(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. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 11,2018 Job B18801794 Truss V21 Truss Type Valley Qty 1 Ply 1 Wedgewood Broach Residence Job Reference (optional) I33636961 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Jun 11 14:42:04 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:yVHhUOeskFq2yZg021HNyQzCwVm-KODpSMe5qqd0ngy_z54olV8gDoLYJHsTpuFLABz7KBn Scale = 1:9.5 1 2 3 2x4 2x4 2x4 2-5-11 2-5-11 0-0-41-0-65.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.10 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: 5 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=63/2-5-1, 3=63/2-5-1 Max Horz 1=22(LC 5) Max Uplift1=-3(LC 6), 3=-8(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 and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 11,2018 edge of truss.from outside"16/1-0PRODUCT CODE APPROVALSJOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 8 7 6 54321BOTTOM CHORDSTOP CHORDSBEARINGLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal InjuryGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:6-4-8dimensions shown in ft-in-sixteenths (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015WEBSedge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 8 7 6 54321BOTTOM CHORDSTOP CHORDSBEARINGIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System General Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8dimensions shown in ft-in-sixteenthsWEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.