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HomeMy WebLinkAboutTrussesRe: Liu, Xuegang Pages or sheets covered by this seal: I32593057 thru I32593162 My license renewal date for the state of Indiana is July 31, 2018. B18800188 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: McKenzie 94 Westvale 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. March 2,2018 Job B18800188 Truss AG01 Truss Type Attic Girder Qty 1 Ply 2 McKenzie 94 Westvale Job Reference (optional) I32593057 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:02:42 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-dPExeevHguYc5__TAVfSAtisxGSKV7GscZGto0zezCx Scale = 1:86.3 12 3 4 5 6 7 8 9 13 12 11 10 14 1516 17 18 19 20 21 22 23 3x12 10x10 2x4 2x4 10x10 3x12 4x8 4x8 6x8 6x8 4x8 2x4 5x8 5x8 11-10-0 8-1-144-6-12 4-6-12 10-7-8 6-0-12 16-8-4 6-0-12 21-3-0 4-6-12 -1-2-8 1-2-8 4-6-12 4-6-12 4-11-8 0-4-12 10-7-8 5-8-0 16-3-8 5-8-0 16-8-4 0-4-12 21-3-0 4-6-12 22-5-8 1-2-8 6-10-1011-9-011-10-26-10-1011-9-012.00 12 Plate Offsets (X,Y)-- [4:0-2-8,0-2-12], [6:0-2-8,0-2-12], [11:0-4-12,0-5-0], [12:0-4-12,0-5-0], [14:0-2-8,0-2-0], [15:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.57 0.36 0.66 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.09 -0.20 -0.01 0.16 (loc) 11-12 11-12 10 11-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 465 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x6 SP No.1 *Except* 11-12: onCENTER® AFL 2.1E 1 1/2" x 11 7/8" WEBS 2x4 SPF-S Stud *Except* 3-12,7-11,14-15: 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.): 4-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 16 REACTIONS.(lb/size) 13=2687/0-3-8, 10=2625/0-3-8 Max Horz 13=-267(LC 3) Max Uplift13=-2564(LC 3), 10=-2525(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1433/1545, 3-4=-1182/1338, 4-5=-1252/939, 5-6=-1252/939, 6-7=-1090/1269, 7-8=-1317/1458, 2-13=-2771/2647, 8-10=-2734/2629 BOT CHORD 13-17=-247/295, 12-17=-246/296, 12-18=-1249/1121, 18-19=-1249/1121, 19-20=-1249/1121, 20-21=-1249/1121, 21-22=-1249/1121, 22-23=-1249/1121, 11-23=-1249/1121 WEBS 12-14=-1178/651, 3-14=-336/263, 11-15=-1129/585, 7-15=-307/226, 14-16=-295/464, 15-16=-331/516, 5-16=-254/132, 4-14=-751/548, 6-15=-698/529, 4-16=-322/431, 6-16=-306/513, 2-12=-2100/1959, 8-11=-2104/1958, 2-14=-334/530, 8-15=-382/593 NOTES- 1) n/a 2) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 1.47x11.875 - 3 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 3) 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. 4) Unbalanced roof live loads have been considered for this design. 5) 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 6) Provide adequate drainage to prevent water ponding. 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) Ceiling dead load (5.0 psf) on member(s). 14-16, 15-16; Wall dead load (5.0psf) on member(s).12-14, 11-15 10) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 11-12 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=2564, 10=2525. 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. Continued on page 2 PLY-TO-PLY CONNECTION REQUIRES THAT AN APPROVED FACE MOUNT HANGER (SPECIFIED BY OTHERS) IS REQUIRED FOR LOADS REPORTED IN NOTES. FACE MOUNT HANGER SHALL BE ATTACHED WITH A MINIMUM OF 0.148"x 3" NAILS PER HANGER MANUFACTURER SPECIFICATIONS. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 2,2018 Job B18800188 Truss AG01 Truss Type Attic Girder Qty 1 Ply 2 McKenzie 94 Westvale Job Reference (optional) I32593057 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:02:42 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-dPExeevHguYc5__TAVfSAtisxGSKV7GscZGto0zezCx NOTES- 15) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 501 lb down and 1750 lb up at 4-11-8, 159 lb down and 447 lb up at 7-0-4, 742 lb down and 475 lb up at 8-4-0, 742 lb down and 475 lb up at 12-11-0, and 159 lb down and 447 lb up at 14-2-12, and 501 lb down and 1750 lb up at 16-2-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 16) Attic room checked for L/360 deflection. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage + Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-48, 2-4=-48, 4-6=-48, 6-8=-48, 8-9=-48, 13-17=-16, 12-17=-48, 11-12=-96, 10-11=-16, 14-15=-8 Drag: 12-14=-8, 11-15=-8 Concentrated Loads (lb) Vert: 12=-216(F) 18=-159(F) 19=-159(F) 20=-742(F) 21=-742(F) 22=-159(F) 23=-389(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. Job B18800188 Truss AG02 Truss Type Attic Girder Qty 1 Ply 2 McKenzie 94 Westvale Job Reference (optional) I32593058 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:02:43 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-5boKs_vvRCgTj8ZfkCAhi4FyZgrMEax?rD0QKSzezCw Scale = 1:87.3 12 3 4 56 7 8 9 10 15 14 13 12 11 19 1817 16 20 6x10 5x8 8x8 5x6 3x8 8x10 8x8 3x6 6x8 3x8 5x6 4x6 4x8 2x4 4x8 12x12 3x8 11-10-0 8-1-144-5-0 4-5-0 4-6-12 0-1-12 10-7-8 6-0-12 16-8-4 6-0-12 21-3-0 4-6-12 -1-2-8 1-2-8 4-5-0 4-5-0 4-6-12 0-1-12 10-3-9 5-8-13 10-7-8 0-3-15 16-0-6 5-4-14 16-4-14 0-4-8 16-8-4 0-3-6 17-2-8 0-6-4 21-3-0 4-0-8 22-5-8 1-2-8 6-10-1010-9-011-3-106-10-1011-3-1012.00 12 Plate Offsets (X,Y)-- [3:0-7-8,0-3-0], [5:0-5-4,0-2-12], [7:0-3-0,0-2-12], [9:0-3-0,0-1-15], [12:0-3-8,0-6-0], [14:0-3-8,0-6-0], [18:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.90 0.18 0.70 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.08 -0.14 0.00 0.04 (loc) 12-14 12-14 11 12-14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 506 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD onCENTER® AFL 2.1E 1 1/2" x 11 7/8" WEBS 2x4 SPF-S Stud *Except* 3-14,12-18,8-19,8-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5, 6-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 16, 17 REACTIONS.(lb/size) 15=3130/0-3-8, 11=3356/0-3-8 Max Horz 15=314(LC 4) Max Uplift11=-863(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1502/100, 3-4=-1710/275, 4-5=-1710/275, 5-6=-1179/493, 6-7=-1157/697, 7-8=-1328/765, 8-9=-2047/321, 2-15=-3525/157, 9-11=-3622/489 BOT CHORD 14-15=-272/265, 13-14=-243/1459, 12-13=-243/1459 WEBS 14-19=0/860, 3-19=0/648, 12-18=-618/472, 17-19=-460/597, 16-17=-404/91, 16-18=-481/161, 8-18=-481/180, 5-16=-248/267, 4-17=-309/158, 3-17=-738/747, 5-17=-383/572, 7-18=-286/490, 6-18=-313/303, 6-16=-253/278, 8-12=-105/551, 9-12=-375/2448, 2-14=-325/2564, 2-19=-586/623 NOTES- 1) 2-ply truss to be connected together with 16d (0.131"x 3.5") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc clinched, 2x4 - 1 row at 0-9-0 oc clinched. Bottom chords connected as follows: 1.47x11.875 - 3 rows staggered at 0-9-0 oc clinched. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc clinched. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Ceiling dead load (5.0 psf) on member(s). 17-19, 16-17, 16-18, 8-18; Wall dead load (5.0psf) on member(s).14-19, 12-18 9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 12-14 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=863. 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) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 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. Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 2,2018 Job B18800188 Truss AG02 Truss Type Attic Girder Qty 1 Ply 2 McKenzie 94 Westvale Job Reference (optional) I32593058 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:02:43 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-5boKs_vvRCgTj8ZfkCAhi4FyZgrMEax?rD0QKSzezCw NOTES- 15) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 730 lb down and 56 lb up at 4-6-12, and 730 lb down and 56 lb up at 16-8-4, and 396 lb down and 1429 lb up at 17-1-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 16) Attic room checked for L/360 deflection. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 5-6=-60, 6-7=-60, 7-9=-60, 9-10=-60, 14-15=-20, 12-14=-230(F=-110), 11-12=-20, 8-19=-10 Drag: 14-19=-10, 12-18=-10 Concentrated Loads (lb) Vert: 14=-730(F) 12=-845(F=-730, B=-115) 20=-164(B) 2) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-20, 2-3=-20, 3-5=-20, 5-6=-20, 6-7=-20, 7-9=-20, 9-10=-20, 14-15=-40, 12-14=-70(F=-30), 11-12=-40, 8-19=-10 Drag: 14-19=-10, 12-18=-10 Concentrated Loads (lb) Vert: 14=-274(F) 12=-361(F=-274, B=-88) 20=-124(B) 3) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-3=-15, 3-5=24, 5-6=-15, 6-7=24, 7-9=9, 9-10=3, 14-15=-12, 12-14=-54(F=-30), 11-12=-12, 8-19=-6, 2-15=-15 Horz: 1-2=-12, 2-3=3, 5-6=-3, 7-9=21, 9-10=15, 2-15=15, 9-11=19 Drag: 3-4=-0, 4-5=0, 14-19=-10, 12-18=-10, 9-11=-0 Concentrated Loads (lb) Vert: 14=56(F) 12=524(F=56, B=468) 20=962(B) 4) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=3, 2-3=9, 3-5=24, 5-6=-15, 6-7=24, 7-9=-15, 9-10=-0, 14-15=-12, 12-14=-54(F=-30), 11-12=-12, 8-19=-6, 2-15=19 Horz: 1-2=-15, 2-3=-21, 5-6=-3, 7-9=-3, 9-10=12, 2-15=-19, 9-11=-15 Drag: 3-4=-0, 4-5=0, 14-19=-10, 12-18=-10, 9-11=0 Concentrated Loads (lb) Vert: 14=56(F) 12=524(F=56, B=468) 20=962(B) 5) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=31, 2-3=19, 3-5=9, 5-6=9, 6-7=9, 7-9=9, 9-10=5, 14-15=-12, 12-14=-54(F=-30), 11-12=-12, 8-19=-6, 2-15=16 Horz: 1-2=-43, 2-3=-31, 5-6=21, 7-9=21, 9-10=17, 2-15=-16, 9-11=16 Drag: 3-4=-0, 4-5=0, 14-19=-10, 12-18=-10, 9-11=-0 Concentrated Loads (lb) Vert: 14=31(F) 12=499(F=31, B=468) 20=962(B) 6) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-3=9, 3-5=9, 5-6=9, 6-7=9, 7-9=19, 9-10=31, 14-15=-12, 12-14=-54(F=-30), 11-12=-12, 8-19=-6, 2-15=16 Horz: 1-2=-17, 2-3=-21, 5-6=21, 7-9=31, 9-10=43, 2-15=-16, 9-11=16 Drag: 3-4=-0, 4-5=0, 14-19=-10, 12-18=-10, 9-11=-0 Concentrated Loads (lb) Vert: 14=31(F) 12=499(F=31, B=468) 20=962(B) 7) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=18, 2-3=6, 3-5=2, 5-6=2, 6-7=2, 7-9=2, 9-10=-3, 14-15=-12, 12-14=-54(F=-30), 11-12=-12, 8-19=-6, 2-15=16 Horz: 1-2=-30, 2-3=-18, 5-6=14, 7-9=14, 9-10=9, 2-15=-16, 9-11=16 Drag: 3-4=-0, 4-5=0, 14-19=-10, 12-18=-10, 9-11=-0 Concentrated Loads (lb) Vert: 14=-29(F) 12=438(F=-29, B=468) 20=962(B) 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-3, 2-3=2, 3-5=2, 5-6=2, 6-7=2, 7-9=6, 9-10=18, 14-15=-12, 12-14=-54(F=-30), 11-12=-12, 8-19=-6, 2-15=16 Horz: 1-2=-9, 2-3=-14, 5-6=14, 7-9=18, 9-10=30, 2-15=-16, 9-11=16 Drag: 3-4=-0, 4-5=0, 14-19=-10, 12-18=-10, 9-11=-0 Concentrated Loads (lb) Vert: 14=-29(F) 12=438(F=-29, B=468) 20=962(B) 9) Dead + Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-20, 2-3=-20, 3-5=-20, 5-6=-20, 6-7=-20, 7-9=-20, 9-10=-20, 14-15=-20, 12-14=-230(F=-110), 11-12=-20, 8-19=-10 Drag: 14-19=-10, 12-18=-10 Concentrated Loads (lb) Vert: 14=-548(F) 12=-598(F=-548, B=-50) 20=-71(B) 10) 1st Dead + Roof Live (unbalanced) + Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 5-6=-60, 6-7=-60, 7-9=-20, 9-10=-20, 14-15=-20, 12-14=-230(F=-110), 11-12=-20, 8-19=-10 Drag: 14-19=-10, 12-18=-10 Concentrated Loads (lb) Vert: 14=-730(F) 12=-845(F=-730, B=-115) 20=-164(B) 11) 2nd Dead + Roof Live (unbalanced) + Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Continued on page 3 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18800188 Truss AG02 Truss Type Attic Girder Qty 1 Ply 2 McKenzie 94 Westvale Job Reference (optional) I32593058 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:02:43 2018 Page 3 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-5boKs_vvRCgTj8ZfkCAhi4FyZgrMEax?rD0QKSzezCw LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-20, 2-3=-20, 3-5=-60, 5-6=-60, 6-7=-60, 7-9=-60, 9-10=-60, 14-15=-20, 12-14=-230(F=-110), 11-12=-20, 8-19=-10 Drag: 14-19=-10, 12-18=-10 Concentrated Loads (lb) Vert: 14=-730(F) 12=-845(F=-730, B=-115) 20=-164(B) 12) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-3=-15, 3-5=24, 5-6=-15, 6-7=24, 7-9=9, 9-10=3, 14-15=-12, 12-14=-54(F=-30), 11-12=-12, 8-19=-6, 2-15=-15 Horz: 1-2=-12, 2-3=3, 5-6=-3, 7-9=21, 9-10=15, 2-15=15, 9-11=19 Drag: 3-4=-0, 4-5=0, 14-19=-10, 12-18=-10, 9-11=-0 Concentrated Loads (lb) Vert: 14=56(F) 12=-66(F=56, B=-123) 20=-273(B) 13) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=3, 2-3=9, 3-5=24, 5-6=-15, 6-7=24, 7-9=-15, 9-10=-0, 14-15=-12, 12-14=-54(F=-30), 11-12=-12, 8-19=-6, 2-15=19 Horz: 1-2=-15, 2-3=-21, 5-6=-3, 7-9=-3, 9-10=12, 2-15=-19, 9-11=-15 Drag: 3-4=-0, 4-5=0, 14-19=-10, 12-18=-10, 9-11=0 Concentrated Loads (lb) Vert: 14=56(F) 12=-66(F=56, B=-123) 20=-273(B) 14) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=31, 2-3=19, 3-5=9, 5-6=9, 6-7=9, 7-9=9, 9-10=5, 14-15=-12, 12-14=-54(F=-30), 11-12=-12, 8-19=-6, 2-15=16 Horz: 1-2=-43, 2-3=-31, 5-6=21, 7-9=21, 9-10=17, 2-15=-16, 9-11=16 Drag: 3-4=-0, 4-5=0, 14-19=-10, 12-18=-10, 9-11=-0 Concentrated Loads (lb) Vert: 14=31(F) 12=-91(F=31, B=-123) 20=-273(B) 15) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-3=9, 3-5=9, 5-6=9, 6-7=9, 7-9=19, 9-10=31, 14-15=-12, 12-14=-54(F=-30), 11-12=-12, 8-19=-6, 2-15=16 Horz: 1-2=-17, 2-3=-21, 5-6=21, 7-9=31, 9-10=43, 2-15=-16, 9-11=16 Drag: 3-4=-0, 4-5=0, 14-19=-10, 12-18=-10, 9-11=-0 Concentrated Loads (lb) Vert: 14=31(F) 12=-91(F=31, B=-123) 20=-273(B) 16) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=18, 2-3=6, 3-5=2, 5-6=2, 6-7=2, 7-9=2, 9-10=-3, 14-15=-12, 12-14=-54(F=-30), 11-12=-12, 8-19=-6, 2-15=16 Horz: 1-2=-30, 2-3=-18, 5-6=14, 7-9=14, 9-10=9, 2-15=-16, 9-11=16 Drag: 3-4=-0, 4-5=0, 14-19=-10, 12-18=-10, 9-11=-0 Concentrated Loads (lb) Vert: 14=-29(F) 12=-152(F=-29, B=-123) 20=-273(B) 17) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-3, 2-3=2, 3-5=2, 5-6=2, 6-7=2, 7-9=6, 9-10=18, 14-15=-12, 12-14=-54(F=-30), 11-12=-12, 8-19=-6, 2-15=16 Horz: 1-2=-9, 2-3=-14, 5-6=14, 7-9=18, 9-10=30, 2-15=-16, 9-11=16 Drag: 3-4=-0, 4-5=0, 14-19=-10, 12-18=-10, 9-11=-0 Concentrated Loads (lb) Vert: 14=-29(F) 12=-152(F=-29, B=-123) 20=-273(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18800188 Truss AT01 Truss Type ATTIC Qty 9 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593059 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:02:43 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-5boKs_vvRCgTj8ZfkCAhi4F5ggpsEd??rD0QKSzezCw Scale = 1:80.6 1 2 3 4 5 6 7 11 10 9 8 13 1412 15 6x8 6x8 2x4 10x10 10x10 2x4 6x8 6x8 4x8 2x4 3x8 3x8 11-10-0 8-1-144-5-0 4-5-0 4-6-12 0-1-12 10-7-8 6-0-12 16-8-4 6-0-12 16-10-0 0-1-12 21-3-0 4-5-0 -1-2-8 1-2-8 4-5-0 4-5-0 4-6-12 0-1-12 10-7-8 6-0-12 16-8-4 6-0-12 16-10-0 0-1-12 21-3-0 4-5-0 22-5-8 1-2-8 6-10-1011-3-106-10-1011-3-1012.00 12 Plate Offsets (X,Y)-- [3:0-5-8,0-3-0], [5:0-5-8,0-3-0], [9:0-4-12,0-5-0], [10:0-4-12,0-5-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.31 0.28 0.50 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.08 -0.14 0.00 0.03 (loc) 9-10 9-10 8 10 l/defl >999 >999 n/a >999 L/d 480 360 n/a 240 PLATES MT20 Weight: 228 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x6 SP No.1 *Except* 9-10: onCENTER® AFL 2.1E 1 1/2" x 11 7/8" WEBS 2x4 SPF-S Stud *Except* 3-10,5-9,13-14: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 10-13, 9-14, 2-11, 6-8 JOINTS 1 Brace at Jt(s): 12 REACTIONS.(lb/size) 11=1342/0-3-8, 8=1406/0-3-8 Max Horz 11=-258(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-625/209, 3-4=-1026/156, 4-5=-1026/156, 5-6=-756/204, 2-11=-1356/0, 6-8=-1392/0 BOT CHORD 9-10=-54/527 WEBS 3-13=-88/354, 5-14=-80/350, 4-12=-289/131, 5-12=-390/632, 3-12=-390/739, 2-10=-24/923, 6-9=-29/922 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) Ceiling dead load (5.0 psf) on member(s). 12-13, 12-14; Wall dead load (5.0psf) on member(s).10-13, 9-14 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 9-10 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. 11) Attic room checked for L/360 deflection. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 2,2018 Job B18800188 Truss CG01 Truss Type Diagonal Hip Girder Qty 1 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593060 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:02:44 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-aoMi3KwXCVoKKI8sIwhwFIoFO3CAzB793tl_tvzezCv Scale = 1:26.5 1 2 5 6 3 7 4 3x4 3x4 3-9-12 3-9-12 -1-6-15 1-6-15 3-9-12 3-9-12 1-8-43-9-100-7-23-2-83-9-106.66 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) 0.31 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -0.01 0.01 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 25 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=250/0-3-8, 3=74/Mechanical, 4=33/Mechanical Max Horz 5=123(LC 5) Max Uplift5=-108(LC 5), 3=-62(LC 5), 4=-35(LC 5) Max Grav 5=250(LC 1), 3=74(LC 1), 4=69(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 5=108. 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. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 34 lb down and 91 lb up at 1-5-5, and 64 lb down and 45 lb up at 1-8-12 on top chord, and 6 lb down and 82 lb up at 1-5-5, and 3 lb down and 23 lb up at 1-8-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 6=30(F) 7=5(F=4, B=1) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 2,2018 Job B18800188 Truss CG02 Truss Type Diagonal Hip Girder Qty 1 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593061 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:02:44 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-aoMi3KwXCVoKKI8sIwhwFIo7Q35tz6U93tl_tvzezCv Scale = 1:62.8 1 2 6 5 3 42x4 4x6 2x4 2-0-0 2-0-0 3-8-8 1-8-8 -1-8-8 1-8-8 3-8-8 3-8-8 7-0-129-8-48.49 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0] 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) 0.82 0.55 0.36 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -0.17 0.03 (loc) 5 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 37 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-10-10 oc bracing. WEBS 1 Row at midpt 2-6 REACTIONS.(lb/size) 6=281/0-3-8, 3=76/Mechanical, 4=35/Mechanical Max Horz 6=237(LC 6) Max Uplift6=-35(LC 4), 3=-34(LC 6), 4=-331(LC 6) Max Grav 6=283(LC 6), 3=76(LC 1), 4=97(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-774/119 BOT CHORD 5-6=-254/40 WEBS 2-5=-145/919 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3 except (jt=lb) 4=331. 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. March 2,2018 Job B18800188 Truss CG03 Truss Type Diagonal Hip Girder Qty 2 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593062 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:02:44 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-aoMi3KwXCVoKKI8sIwhwFIo7r396z6?93tl_tvzezCv Scale = 1:59.0 1 2 6 5 3 4 2x4 4x6 3x6 2-0-0 2-0-0 2-9-3 0-9-3 -1-8-8 1-8-8 2-9-3 2-9-3 7-0-129-0-40-7-138-4-79-0-48.49 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0] 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) 0.80 0.28 0.33 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.09 0.01 (loc) 6 5 3 5-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 33 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-6 REACTIONS.(lb/size) 6=254/0-3-8, 3=36/Mechanical, 4=26/Mechanical Max Horz 6=216(LC 6) Max Uplift6=-71(LC 4), 3=-17(LC 7), 4=-412(LC 6) Max Grav 6=345(LC 6), 3=36(LC 1), 4=115(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-687/120 WEBS 2-5=-139/837 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3 except (jt=lb) 4=412. 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. March 2,2018 Job B18800188 Truss CG04 Truss Type Diagonal Hip Girder Qty 1 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593063 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:02:45 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-2_w4Ggx9zpwBySj2sdC9nVKQfTZyidNIIXVXPLzezCu Scale = 1:24.8 1 2 5 6 3 7 4 3x4 3x4 3-3-7 3-3-7 -1-6-15 1-6-15 3-3-7 3-3-7 1-8-43-6-26.66 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) 0.28 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.01 0.00 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 22 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=255/0-3-8, 3=65/Mechanical, 4=27/Mechanical Max Horz 5=114(LC 5) Max Uplift5=-55(LC 5), 3=-57(LC 5), 4=-42(LC 5) Max Grav 5=255(LC 1), 3=65(LC 1), 4=60(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 46 lb down and 53 lb up at 2-2-5 on top chord, and 5 lb down and 60 lb up at 2-2-5 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 7=3(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 2,2018 Job B18800188 Truss CG05 Truss Type Diagonal Hip Girder Qty 1 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593064 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:02:45 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-2_w4Ggx9zpwBySj2sdC9nVKOiTXFidNIIXVXPLzezCu Scale = 1:35.8 1 2 5 6 7 3 8 9 4 3x4 3x6 6-1-0 6-1-0 -1-6-15 1-6-15 6-1-0 6-1-0 1-8-45-0-124-5-105-0-126.66 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) 0.41 0.16 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.04 -0.06 0.03 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 36 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP No.1 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) 5=353/0-3-8, 3=159/Mechanical, 4=61/Mechanical Max Horz 5=162(LC 5) Max Uplift5=-115(LC 5), 3=-137(LC 5), 4=-43(LC 5) Max Grav 5=353(LC 1), 3=159(LC 1), 4=116(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-297/103 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=115 , 3=137. 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. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 48 lb down and 53 lb up at 2-2-5, and 63 lb down and 58 lb up at 2-4-14, and 47 lb down and 90 lb up at 4-7-3 on top chord, and 5 lb down and 60 lb up at 2-2-5, and 3 lb down and 22 lb up at 2-4-14, and 4 lb down and 44 lb up at 4-7-3 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 8=2(F=-1, B=3) 9=-1(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 2,2018 Job B18800188 Truss CG06 Truss Type Diagonal Hip Girder Qty 1 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593065 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:02:45 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-2_w4Ggx9zpwBySj2sdC9nVKQGTZlidNIIXVXPLzezCu Scale = 1:26.8 1 2 4 6 7 3 8 5 3x4 3x4 3-10-14 3-10-14 -1-6-15 1-6-15 3-10-14 3-10-14 1-8-43-10-46.66 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) 0.31 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -0.01 0.01 (loc) 5-6 5-6 3 5-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 25 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=271/0-3-8, 5=35/Mechanical, 3=87/Mechanical Max Horz 6=125(LC 5) Max Uplift6=-58(LC 5), 5=-30(LC 5), 3=-67(LC 5) Max Grav 6=271(LC 1), 5=72(LC 2), 3=87(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 5, 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. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 48 lb down and 53 lb up at 2-2-5 on top chord, and 5 lb down and 60 lb up at 2-2-5 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-20, 5-6=-20 Concentrated Loads (lb) Vert: 8=3(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 2,2018 Job B18800188 Truss CG07 Truss Type Diagonal Hip Girder Qty 1 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593066 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:02:46 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-WAUSU0ynk721abIEPLjOKjtcDtvKR4dSXBE5xnzezCt Scale = 1:25.1 1 2 4 6 7 3 8 5 2x4 3x4 3-4-9 3-4-9 -1-6-15 1-6-15 3-4-9 3-4-9 1-8-43-6-126.66 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 1-7-3 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.23 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.01 0.00 (loc) 5-6 5-6 3 5-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 23 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=203/0-3-8, 5=23/Mechanical, 3=54/Mechanical Max Horz 6=93(LC 5) Max Uplift6=-43(LC 5), 5=-32(LC 5), 3=-52(LC 5) Max Grav 6=203(LC 1), 5=49(LC 2), 3=54(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 5, 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. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 33 lb down and 42 lb up at 2-2-5 on top chord, and 4 lb down and 48 lb up at 2-2-5 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-48, 2-3=-48, 3-4=-16, 5-6=-16 Concentrated Loads (lb) Vert: 8=2(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 2,2018 Job B18800188 Truss CG08 Truss Type Diagonal Hip Girder Qty 2 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593067 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:02:46 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-WAUSU0ynk721abIEPLjOKjtXntn0R3dSXBE5xnzezCt Scale = 1:86.0 1 2 3 5 4 6 7 8 9 10 3x6 4x6 2x4 5x6 6-10-10 6-10-10 -1-8-8 1-8-8 6-10-10 6-10-10 6-10-1011-9-18.49 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0] 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 0.57 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 -0.00 0.21 (loc) 4-5 4-5 4 4-5 l/defl >999 >999 n/a >380 L/d 360 240 n/a 240 PLATES MT20 Weight: 74 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 2-5: 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 7-3-4 oc bracing. WEBS 1 Row at midpt 3-4, 2-4 REACTIONS.(lb/size) 5=403/0-4-9, 4=252/Mechanical Max Horz 5=300(LC 5) Max Uplift5=-2179(LC 3), 4=-1281(LC 5) Max Grav 5=918(LC 12), 4=380(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-342/80 BOT CHORD 5-8=-272/53, 8-9=-272/53, 9-10=-272/53, 4-10=-272/53 WEBS 2-4=-69/366 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=2179, 4=1281. 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. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 87 lb down and 126 lb up at 1-3-13, 87 lb down and 126 lb up at 1-3-13, and 59 lb down and 61 lb up at 4-1-12, and 59 lb down and 61 lb up at 4-1-12 on top chord, and 275 lb down and 1070 lb up at 1-3-13, 275 lb down and 1070 lb up at 1-3-13, and 97 lb down and 471 lb up at 4-1-12, and 97 lb down and 471 lb up at 4-1-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 5-9=-60, 4-9=-20 Concentrated Loads (lb) Vert: 6=84(F=42, B=42) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 2,2018 Job B18800188 Truss CG09 Truss Type Diagonal Hip Girder Qty 1 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593068 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:02:47 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-_N2qhMyPVQAuBltRz2EdswQkYH46AVjblr_eTEzezCs Scale = 1:78.1 1 2 3 5 4 6 7 2x4 4x6 2x4 4x6 5-7-1 5-7-1 -1-8-8 1-8-8 5-7-1 5-7-1 6-10-1010-10-18.49 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0] 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) 0.38 0.64 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 -0.00 0.15 (loc) 4-5 4-5 4 4-5 l/defl >999 >999 n/a >411 L/d 360 240 n/a 240 PLATES MT20 Weight: 60 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 3-4: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-4-10 oc bracing. WEBS 1 Row at midpt 3-4, 2-4 REACTIONS.(lb/size) 5=343/0-4-9, 4=192/Mechanical Max Horz 5=273(LC 5) Max Uplift5=-601(LC 3), 4=-930(LC 5) Max Grav 5=414(LC 11), 4=282(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-290/45 WEBS 2-4=-67/352 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=601, 4=930. 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. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 62 lb down and 27 lb up at 2-10-3, and 62 lb down and 27 lb up at 2-10-3 on top chord, and 137 lb down and 601 lb up at 2-10-3, and 137 lb down and 601 lb up at 2-10-3 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-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. March 2,2018 Job B18800188 Truss J01 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593069 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:02:47 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-_N2qhMyPVQAuBltRz2EdswQmEHC?AXtblr_eTEzezCs Scale = 1:19.0 1 2 5 3 4 3x4 3x4 0-10-2 0-10-2 -0-10-8 0-10-8 0-10-2 0-10-2 1-8-42-6-61-11-142-6-612.00 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) 0.28 0.14 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 -0.01 0.00 (loc) 5 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 5 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 0-10-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=134/0-3-8, 3=-19/Mechanical, 4=0/Mechanical Max Horz 5=88(LC 6) Max Uplift5=-2(LC 4), 3=-43(LC 6), 4=-79(LC 6) Max Grav 5=134(LC 1), 3=11(LC 4), 4=11(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. March 2,2018 Job B18800188 Truss J02 Truss Type Jack-Open Qty 2 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593070 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:02:47 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-_N2qhMyPVQAuBltRz2EdswQloHCPAXtblr_eTEzezCs Scale = 1:26.8 1 2 5 3 4 3x4 3x4 3-9-0 3-9-0 -0-10-8 0-10-8 3-9-0 3-9-0 1-4-43-10-43-5-13-10-48.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.37 0.18 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 -0.03 0.01 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=212/0-3-8, 3=94/Mechanical, 4=39/Mechanical Max Horz 5=120(LC 6) Max Uplift3=-63(LC 6), 4=-2(LC 6) Max Grav 5=212(LC 1), 3=94(LC 1), 4=68(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. March 2,2018 Job B18800188 Truss J03 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593071 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:02:48 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-SZbCviz2GkIlpvRdXmlsP8yyxhZpv_6l_VjB0gzezCr Scale = 1:20.2 1 2 5 3 4 2x4 3x4 2-0-14 2-0-14 -0-10-8 0-10-8 2-0-14 2-0-14 1-4-42-8-142-3-102-8-148.00 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 0.10 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.01 0.00 (loc) 5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 8 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 2-0-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=153/0-3-8, 3=41/Mechanical, 4=17/Mechanical Max Horz 5=85(LC 6) Max Uplift3=-39(LC 6), 4=-12(LC 6) Max Grav 5=153(LC 1), 3=41(LC 1), 4=35(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. March 2,2018 Job B18800188 Truss J04 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593072 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:02:48 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-SZbCviz2GkIlpvRdXmlsP8yuQhMKvs2l_VjB0gzezCr Scale: 3/16"=1' 1 2 6 5 3 4 2x4 3x6 3x6 1-6-0 1-6-0 2-8-0 1-2-0 -1-2-8 1-2-8 2-8-0 2-8-0 7-0-129-8-129-2-59-8-1212.00 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) 0.50 0.90 0.52 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.38 0.05 (loc) 5 5 3 5 l/defl >999 >999 n/a >581 L/d 360 240 n/a 240 PLATES MT20 Weight: 24 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-4-2 oc bracing. WEBS 1 Row at midpt 2-6 REACTIONS.(lb/size) 6=202/0-3-8, 3=51/Mechanical, 4=25/Mechanical Max Horz 6=241(LC 6) Max Uplift6=-89(LC 4), 3=-33(LC 6), 4=-509(LC 6) Max Grav 6=483(LC 6), 3=51(LC 1), 4=129(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-1221/194 BOT CHORD 5-6=-259/41 WEBS 2-5=-209/1315 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3 except (jt=lb) 4=509. 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. March 2,2018 Job B18800188 Truss J05 Truss Type Jack-Open Qty 4 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593073 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:02:48 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-SZbCviz2GkIlpvRdXmlsP8ymshTzvtil_VjB0gzezCr Scale = 1:59.6 1 2 6 5 3 4 2x4 3x6 3x6 1-6-0 1-6-0 2-0-0 0-6-0 -1-2-8 1-2-8 2-0-0 2-0-0 7-0-129-0-128-6-59-0-1212.00 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) 0.99 0.48 0.47 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.20 0.01 (loc) 6 5 3 5-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 21 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 Rows at 1/3 pts 2-6 REACTIONS.(lb/size) 6=185/0-3-8, 3=25/Mechanical, 4=18/Mechanical Max Horz 6=222(LC 6) Max Uplift6=-131(LC 4), 3=-18(LC 7), 4=-617(LC 6) Max Grav 6=571(LC 6), 3=25(LC 1), 4=158(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-1102/191 WEBS 2-5=-200/1208 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 6=131 , 4=617. 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. March 2,2018 Job B18800188 Truss J06 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593074 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:02:49 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-wl9b62_g12RcR30p5TH5yLV6n4v_eRMuD9TlY6zezCq Scale = 1:18.7 1 2 5 3 4 2x4 3x4 1-7-10 1-7-10 -1-4-11 1-4-11 1-7-10 1-7-10 1-7-02-5-146.66 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) 0.27 0.11 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.01 0.00 (loc) 5 5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 7 lb FT = 20% GRIP 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 1-7-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=199/0-3-8, 3=5/Mechanical, 4=7/Mechanical Max Horz 5=83(LC 6) Max Uplift5=-15(LC 6), 3=-22(LC 6), 4=-21(LC 6) Max Grav 5=199(LC 1), 3=10(LC 4), 4=26(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. March 2,2018 Job B18800188 Truss J07 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593075 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:02:49 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-wl9b62_g12RcR30p5TH5yLV6n4v_eRMuD9TlY6zezCq Scale = 1:18.7 1 2 5 3 4 2x4 3x4 1-7-10 1-7-10 -1-4-11 1-4-11 1-7-10 1-7-10 1-7-02-5-146.66 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) 0.27 0.11 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.01 0.00 (loc) 5 5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 7 lb FT = 20% GRIP 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 1-7-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=199/0-3-8, 3=5/Mechanical, 4=7/Mechanical Max Horz 5=83(LC 6) Max Uplift5=-15(LC 6), 3=-22(LC 6), 4=-21(LC 6) Max Grav 5=199(LC 1), 3=10(LC 4), 4=26(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. March 2,2018 Job B18800188 Truss J08 Truss Type Jack-Open Qty 6 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593076 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:02:49 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-wl9b62_g12RcR30p5TH5yLV7_4vBeRMuD9TlY6zezCq Scale = 1:18.9 1 2 5 3 4 2x4 3x4 1-9-0 1-9-0 -0-10-8 0-10-8 1-9-0 1-9-0 1-4-42-6-42-1-12-6-48.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.20 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.01 0.00 (loc) 5 5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 7 lb FT = 20% GRIP 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 1-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=145/0-3-8, 3=31/Mechanical, 4=13/Mechanical Max Horz 5=80(LC 6) Max Uplift3=-35(LC 6), 4=-15(LC 6) Max Grav 5=145(LC 1), 3=31(LC 1), 4=30(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. March 2,2018 Job B18800188 Truss J09 Truss Type Jack-Open Qty 2 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593077 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:02:49 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-wl9b62_g12RcR30p5TH5yLV5w4u3eRMuD9TlY6zezCq Scale = 1:22.3 1 2 5 3 4 3x4 3x6 1-4-8 1-4-8 -0-10-8 0-10-8 1-4-8 1-4-8 1-8-43-0-122-6-53-0-1212.00 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 0.16 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.02 0.00 (loc) 5 5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 7 lb FT = 20% GRIP 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 1-4-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=136/0-3-8, 3=15/Mechanical, 4=8/Mechanical Max Horz 5=105(LC 6) Max Uplift3=-55(LC 6), 4=-50(LC 6) Max Grav 5=136(LC 1), 3=15(LC 1), 4=22(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. March 2,2018 Job B18800188 Truss J10 Truss Type Jack-Open Qty 4 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593078 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:02:50 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-OyjzKN?IoLZT2Db?eAoKUZ1FmUDsNuc1SpCI4YzezCp Scale = 1:25.3 1 2 5 3 4 3x4 3x6 1-10-8 1-10-8 -0-10-8 0-10-8 1-10-8 1-10-8 1-8-43-6-123-0-53-6-1212.00 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) 0.39 0.19 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.03 0.00 (loc) 5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 8 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 1-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=148/0-3-8, 3=35/Mechanical, 4=15/Mechanical Max Horz 5=120(LC 6) Max Uplift3=-65(LC 6), 4=-38(LC 6) Max Grav 5=148(LC 1), 3=35(LC 1), 4=32(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. March 2,2018 Job B18800188 Truss J11 Truss Type Jack-Open Qty 3 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593079 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:02:50 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-OyjzKN?IoLZT2Db?eAoKUZ1HsUEPNuc1SpCI4YzezCp Scale = 1:21.6 1 2 5 3 4 3x4 3x4 1-3-2 1-3-2 -0-10-8 0-10-8 1-3-2 1-3-2 1-8-42-11-60-6-72-4-142-11-612.00 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) 0.32 0.16 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.02 0.00 (loc) 5 5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 6 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 1-3-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=134/0-3-8, 3=9/Mechanical, 4=7/Mechanical Max Horz 5=101(LC 6) Max Uplift3=-52(LC 6), 4=-54(LC 6) Max Grav 5=134(LC 1), 3=13(LC 4), 4=20(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. March 2,2018 Job B18800188 Truss J12 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593080 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:02:50 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-OyjzKN?IoLZT2Db?eAoKUZ1ELUD8Nuc1SpCI4YzezCp Scale = 1:29.7 1 2 5 3 4 3x6 3x6 2-7-2 2-7-2 -0-10-8 0-10-8 2-7-2 2-7-2 1-8-44-3-63-8-144-3-612.00 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) 0.48 0.24 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.04 0.01 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 10 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 2-7-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=170/0-3-8, 3=58/Mechanical, 4=24/Mechanical Max Horz 5=141(LC 6) Max Uplift3=-79(LC 6), 4=-30(LC 6) Max Grav 5=170(LC 1), 3=58(LC 1), 4=46(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. March 2,2018 Job B18800188 Truss J13 Truss Type Jack-Open Qty 5 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593081 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:02:51 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-s8HLXj0wZfhKgNACCuJZ1maN6uYO6LsBgTysc?zezCo Scale = 1:34.4 1 2 5 3 4 3x6 3x6 3-4-8 3-4-8 -0-10-8 0-10-8 3-4-8 3-4-8 1-8-45-0-124-6-55-0-1212.00 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) 0.60 0.30 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.01 -0.07 0.02 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=198/0-3-8, 3=83/Mechanical, 4=34/Mechanical Max Horz 5=165(LC 6) Max Uplift3=-95(LC 6), 4=-24(LC 6) Max Grav 5=198(LC 1), 3=83(LC 1), 4=61(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. March 2,2018 Job B18800188 Truss J14 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593082 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:02:51 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-s8HLXj0wZfhKgNACCuJZ1maSUubA6LsBgTysc?zezCo Scale = 1:22.4 1 2 5 3 4 3x4 3x4 2-7-10 2-7-10 -0-10-8 0-10-8 2-7-10 2-7-10 1-4-43-1-62-8-23-1-68.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.26 0.12 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.02 0.00 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=171/0-3-8, 3=60/Mechanical, 4=24/Mechanical Max Horz 5=97(LC 6) Max Uplift3=-47(LC 6), 4=-8(LC 6) Max Grav 5=171(LC 1), 3=60(LC 1), 4=46(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. March 2,2018 Job B18800188 Truss J15 Truss Type Jack-Open Qty 8 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593083 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:02:51 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-s8HLXj0wZfhKgNACCuJZ1maQ1uZr6LsBgTysc?zezCo Scale = 1:27.1 1 2 5 3 4 3x4 3x6 2-2-0 2-2-0 -0-10-8 0-10-8 2-2-0 2-2-0 1-8-43-10-43-3-133-10-412.00 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) 0.42 0.21 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.03 0.01 (loc) 5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=156/0-3-8, 3=44/Mechanical, 4=18/Mechanical Max Horz 5=128(LC 6) Max Uplift3=-70(LC 6), 4=-35(LC 6) Max Grav 5=156(LC 1), 3=44(LC 1), 4=37(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. March 2,2018 Job B18800188 Truss J16 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593084 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:02:52 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-LKrjl30YKzpBIWlOmbqoZ_7eLIxMro6Kv7hP9RzezCn Scale = 1:21.6 1 2 5 3 4 2x4 3x4 1-3-2 1-3-2 -0-10-8 0-10-8 1-3-2 1-3-2 1-8-42-11-62-4-142-11-612.00 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 1-7-3 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.25 0.13 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.01 0.00 (loc) 5 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 6 lb FT = 20% GRIP 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 1-3-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=107/0-3-8, 3=7/Mechanical, 4=5/Mechanical Max Horz 5=81(LC 6) Max Uplift3=-42(LC 6), 4=-43(LC 6) Max Grav 5=107(LC 1), 3=11(LC 4), 4=16(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. March 2,2018 Job B18800188 Truss J17 Truss Type Jack-Open Qty 2 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593085 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:02:52 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-LKrjl30YKzpBIWlOmbqoZ_7UXIo4ri5Kv7hP9RzezCn Scale: 3/16"=1' 1 2 6 5 3 42x4 3x6 2x4 2-0-0 2-0-0 2-11-15 0-11-15 -1-2-8 1-2-8 2-11-15 2-11-15 6-10-109-10-99-4-29-10-912.00 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) 0.88 0.66 0.39 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -0.23 0.05 (loc) 5 5-6 3 5-6 l/defl >999 >999 n/a >711 L/d 360 240 n/a 240 PLATES MT20 Weight: 24 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-6 REACTIONS.(lb/size) 6=212/0-3-8, 3=64/Mechanical, 4=28/Mechanical Max Horz 6=248(LC 6) Max Uplift6=-68(LC 4), 3=-45(LC 6), 4=-454(LC 6) Max Grav 6=438(LC 6), 3=64(LC 1), 4=114(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-881/130 BOT CHORD 5-6=-267/41 WEBS 2-5=-149/981 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3 except (jt=lb) 4=454. 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. March 2,2018 Job B18800188 Truss J18 Truss Type Jack-Open Qty 2 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593086 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:02:52 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-LKrjl30YKzpBIWlOmbqoZ_7XLIvDrZoKv7hP9RzezCn Scale = 1:52.6 1 2 6 5 3 4 2x4 4x6 4x10 0-8-0 0-8-0 0-11-15 0-3-15 -1-2-8 1-2-8 0-11-15 0-11-15 6-10-107-10-97-4-27-10-912.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8] 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 0.20 0.98 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.58 0.00 (loc) 6 6 3 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 20 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 0-11-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-6 REACTIONS.(lb/size) 6=180/0-3-8, 3=-41/Mechanical, 4=8/Mechanical Max Horz 6=187(LC 6) Max Uplift6=-278(LC 4), 3=-41(LC 1), 4=-1065(LC 6) Max Grav 6=956(LC 6), 3=61(LC 6), 4=280(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-2348/443 WEBS 2-5=-437/2497 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 6=278 , 4=1065. 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. March 2,2018 Job B18800188 Truss J19 Truss Type Jack-Open Qty 2 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593087 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:02:53 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-pXP5yP1A5Gx2wgKaKJL16BffHi7Ga9KU8nRyhtzezCm Scale: 3/16"=1' 1 2 6 5 3 42x4 3x6 2x4 2-0-0 2-0-0 2-11-15 0-11-15 -1-2-8 1-2-8 2-11-15 2-11-15 6-10-109-10-99-4-29-10-912.00 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) 0.88 0.66 0.39 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -0.24 0.05 (loc) 5 5-6 3 5-6 l/defl >999 >999 n/a >708 L/d 360 240 n/a 240 PLATES MT20 Weight: 24 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-6 REACTIONS.(lb/size) 6=212/0-3-8, 3=64/Mechanical, 4=28/Mechanical Max Horz 6=248(LC 6) Max Uplift6=-68(LC 4), 3=-45(LC 6), 4=-454(LC 6) Max Grav 6=438(LC 6), 3=64(LC 1), 4=114(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-883/131 BOT CHORD 5-6=-267/41 WEBS 2-5=-149/983 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3 except (jt=lb) 4=454. 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. March 2,2018 Job B18800188 Truss J20 Truss Type Jack-Open Qty 2 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593088 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:02:53 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-pXP5yP1A5Gx2wgKaKJL16Bfi5iESa02U8nRyhtzezCm Scale = 1:52.6 1 2 6 5 3 4 2x4 4x6 4x10 0-8-0 0-8-0 0-11-15 0-3-15 -1-2-8 1-2-8 0-11-15 0-11-15 6-10-107-10-97-4-27-10-912.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8] 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 0.20 0.98 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.58 0.00 (loc) 6 6 3 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 20 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 0-11-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-6 REACTIONS.(lb/size) 6=180/0-3-8, 3=-41/Mechanical, 4=8/Mechanical Max Horz 6=187(LC 6) Max Uplift6=-278(LC 4), 3=-41(LC 1), 4=-1065(LC 6) Max Grav 6=956(LC 6), 3=61(LC 6), 4=280(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-2348/443 WEBS 2-5=-437/2497 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 6=278 , 4=1065. 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. March 2,2018 Job B18800188 Truss J21 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593089 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:02:53 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-pXP5yP1A5Gx2wgKaKJL16BflNi6Aa7dU8nRyhtzezCm Scale = 1:58.9 1 2 6 5 3 4 2x4 3x6 3x6 1-3-0 1-3-0 2-0-15 0-9-15 -1-2-8 1-2-8 2-0-15 2-0-15 6-10-108-11-98-5-28-11-912.00 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) 0.49 0.73 0.56 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.30 0.02 (loc) 6 5 3 5 l/defl >999 >999 n/a >969 L/d 360 240 n/a 240 PLATES MT20 Weight: 22 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-6 REACTIONS.(lb/size) 6=185/0-3-8, 3=27/Mechanical, 4=19/Mechanical Max Horz 6=220(LC 6) Max Uplift6=-120(LC 4), 3=-18(LC 7), 4=-590(LC 6) Max Grav 6=544(LC 6), 3=27(LC 1), 4=148(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-1323/222 WEBS 2-5=-231/1425 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 6=120 , 4=590. 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. March 2,2018 Job B18800188 Truss J22 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593090 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:02:53 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-pXP5yP1A5Gx2wgKaKJL16BflNi6Aa7dU8nRyhtzezCm Scale = 1:58.9 1 2 6 5 3 4 2x4 3x6 3x6 1-3-0 1-3-0 2-0-15 0-9-15 -1-2-8 1-2-8 2-0-15 2-0-15 6-10-108-11-98-5-28-11-912.00 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) 0.49 0.73 0.56 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.30 0.02 (loc) 6 5 3 5 l/defl >999 >999 n/a >969 L/d 360 240 n/a 240 PLATES MT20 Weight: 22 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-6 REACTIONS.(lb/size) 6=185/0-3-8, 3=27/Mechanical, 4=19/Mechanical Max Horz 6=220(LC 6) Max Uplift6=-120(LC 4), 3=-18(LC 7), 4=-590(LC 6) Max Grav 6=544(LC 6), 3=27(LC 1), 4=148(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-1323/222 WEBS 2-5=-231/1425 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 6=120 , 4=590. 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. March 2,2018 Job B18800188 Truss LAY01 Truss Type GABLE Qty 1 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593091 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:02:54 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-HjzU9l2ora3vXqvnt0sGfPC0w5cYJikdMRAWDKzezCl Scale = 1:40.4 1 2 3 4 5 8 7 63x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 10-8-2 10-8-2 5-4-1 5-4-1 10-8-2 5-4-1 5-0-611.31 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 0.08 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 37 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 10-8-2. (lb) - Max Horz 1=-109(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1 except 8=-107(LC 6), 6=-106(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=253(LC 10), 6=253(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 except (jt=lb) 8=107 , 6=106. 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. March 2,2018 Job B18800188 Truss LAY02 Truss Type GABLE Qty 1 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593092 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:02:54 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-HjzU9l2ora3vXqvnt0sGfPC1t5drJhCdMRAWDKzezCl Scale = 1:69.4 1 2 3 4 58 7 6 2x4 4x6 2x4 2x4 5x6 2x4 2x4 2x4 3-10-11 3-10-11 7-8-1 3-9-6 1-10-11 1-10-11 7-8-1 5-9-6 0-6-18-2-25-6-05-6-016.97 12 16.97 12 Plate Offsets (X,Y)-- [2:Edge,0-1-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.06 0.06 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 38 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 7-8-1. (lb) - Max Horz 1=-183(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 5, 8 except 7=-347(LC 7), 6=-138(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 8, 7, 6 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 1-8=-68/296, 7-8=-74/299 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) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 8 except (jt=lb) 7=347, 6=138. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1, 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 2,2018 Job B18800188 Truss LAY03 Truss Type GABLE Qty 1 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593093 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:02:55 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-lvXsN53RcuBm9_UzRkNVBclCaVzM28Xnb5w3lmzezCk Scale = 1:54.4 1 2 3 4 5 8 7 62x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 8-10-12 8-10-12 4-5-6 4-5-6 8-10-12 4-5-6 0-0-46-3-80-0-416.97 12 Plate Offsets (X,Y)-- [3:Edge,0-1-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.06 0.04 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 38 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 8-10-12. (lb) - Max Horz 1=-151(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-169(LC 6), 6=-169(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7, 8, 6 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=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=169, 6=169. 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. March 2,2018 Job B18800188 Truss LAY04 Truss Type GABLE Qty 1 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593094 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:02:55 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-lvXsN53RcuBm9_UzRkNVBclCqVzX29Anb5w3lmzezCk Scale = 1:44.1 1 2 3 4 5 9 8 7 6 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 5x6 1-6-2 1-6-2 7-7-2 6-1-1 6-1-1 6-1-1 7-7-2 1-6-2 5-8-145-8-1411.31 12 11.31 12 Plate Offsets (X,Y)-- [4:0-4-8,0-2-0] 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) 0.05 0.03 0.04 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: 24 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, except 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: 5-6. REACTIONS.All bearings 7-7-2. (lb) - Max Horz 1=168(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 5, 8, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 9, 8, 7, 6 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 8, 7. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 5, 8, 7, 6. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. March 2,2018 Job B18800188 Truss LAY05 Truss Type GABLE Qty 1 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593095 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:02:56 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-D54EaR33NBJdn839?RvkkqHM9vJanbjwqlfdICzezCj Scale = 1:97.0 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 3x4 4x6 3x6 3x6 3x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 10-7-8 10-7-8 16-5-2 5-9-10 1-10-13 1-10-13 8-9-5 6-10-8 10-9-5 2-0-0 16-5-2 5-7-13 11-9-115-3-1510-0-30-4-1310-0-35-3-1511.31 12 11.31 12 Plate Offsets (X,Y)-- [8:Edge,0-2-9] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.07 0.04 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 11 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 69 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, except 2-0-0 oc purlins (6-0-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 1-20. REACTIONS.All bearings 16-5-2. (lb) - Max Horz 1=-330(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 12, 20, 19, 18, 17, 16, 14, 13 except 15=-147(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 12, 15, 11, 19, 18, 17, 16, 14, 13 except 20=345(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-52/268, 2-3=-56/258 WEBS 2-20=-318/40 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 12, 20, 19, 18, 17, 16, 14, 13 except (jt=lb) 15=147. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1, 12, 20, 19, 18, 17, 16. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "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. March 2,2018 Job B18800188 Truss LAY06 Truss Type GABLE Qty 1 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593096 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:02:56 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-D54EaR33NBJdn839?RvkkqHMfvI7naywqlfdICzezCj Scale = 1:68.1 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 3x4 4x6 6x6 3x6 3x6 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6x6 2x4 2x4 2x4 17-3-10 17-3-10 21-1-2 3-9-8 9-2-5 9-2-5 11-2-13 2-0-8 17-8-13 6-6-0 21-1-2 3-4-5 0-0-46-8-148-8-03-6-146-8-1411.31 12 11.31 12 Plate Offsets (X,Y)-- [6:0-3-0,Edge], [10:Edge,0-2-9], [12:0-3-8,Edge], [20:0-3-0,0-3-0] 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) 0.10 0.07 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 12 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 103 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, except 2-0-0 oc purlins (6-0-0 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-18 REACTIONS.All bearings 21-1-2. (lb) - Max Horz 1=185(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 12, 19, 20, 21, 17, 16, 15, 14, 13 Max Grav All reactions 250 lb or less at joint(s) 1, 12, 18, 19, 20, 21, 17, 16, 15, 14, 13 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) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 12, 19, 20, 21, 17, 16, 15, 14, 13. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 12, 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. March 2,2018 Job B18800188 Truss LAY07 Truss Type GABLE Qty 2 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593097 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:02:57 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-hIecon4h8VRUOIdMZ9QzG1qWcJeuW2433PPAqezezCi Scale = 1:52.1 1 2 3 4 56 7 8 13 12 11 10 9 3x4 3x6 3x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6-0-2 6-0-2 13-7-2 7-7-1 7-7-1 7-7-1 13-7-2 6-0-2 0-0-47-1-137-1-1311.31 12 11.31 12 Plate Offsets (X,Y)-- [5:0-2-6,Edge], [11:0-3-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.15 0.10 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 53 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, except 2-0-0 oc purlins (6-0-0 max.): 5-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-7-2. (lb) - Max Horz 1=212(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 8, 11, 13, 12, 9 Max Grav All reactions 250 lb or less at joint(s) 1, 8, 11, 13, 12, 10 except 9=277(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) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 11, 13, 12, 9. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 8, 10, 9. 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. March 2,2018 Job B18800188 Truss LAY08 Truss Type GABLE Qty 1 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593098 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:02:57 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-hIecon4h8VRUOIdMZ9QzG1qYDJf?W1C33PPAqezezCi Scale = 1:63.3 1 2 3 4 5 6 7 12 11 10 9 83x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 10-11-12 10-11-12 5-5-14 5-5-14 10-11-12 5-5-14 0-0-47-9-30-0-416.97 12 Plate Offsets (X,Y)-- [4:Edge,0-1-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.05 0.03 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 52 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 10-11-12. (lb) - Max Horz 1=-188(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 7 except 11=-143(LC 6), 12=-124(LC 6), 9=-143(LC 7), 8=-125(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 10, 11, 12, 9, 8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=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, 7 except (jt=lb) 11=143, 12=124, 9=143, 8=125. 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. March 2,2018 Job B18800188 Truss LAY09 Truss Type GABLE Qty 2 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593099 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:02:57 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-hIecon4h8VRUOIdMZ9QzG1qTpJfzW2133PPAqezezCi Scale = 1:35.9 1 2 3 5 42x4 2x4 2x4 2x4 2x4 3-9-2 3-9-2 0-0-45-3-1316.97 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 0.03 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 18 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 3-9-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=40/3-9-2, 4=59/3-9-2, 5=167/3-9-2 Max Horz 1=141(LC 5) Max Uplift1=-79(LC 4), 4=-63(LC 5), 5=-141(LC 6) Max Grav 1=143(LC 5), 4=93(LC 4), 5=167(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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, 4 except (jt=lb) 5=141. 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. March 2,2018 Job B18800188 Truss LAY10 Truss Type GABLE Qty 1 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593100 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:02:58 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-9UC_?65JvpZL0RCY6sxCpFNagj?BFVdDH38jM5zezCh Scale = 1:45.5 1 2 3 5 42x4 2x4 2x4 2x4 2x4 3-9-13 3-9-13 0-0-46-10-921.63 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) 0.58 0.04 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 21 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 3-9-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=44/3-9-13, 4=59/3-9-13, 5=171/3-9-13 Max Horz 1=183(LC 5) Max Uplift1=-155(LC 4), 4=-106(LC 5), 5=-225(LC 6) Max Grav 1=233(LC 5), 4=145(LC 4), 5=171(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-266/207 WEBS 2-5=-128/323 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) except (jt=lb) 1=155, 4=106, 5=225. 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. March 2,2018 Job B18800188 Truss M01 Truss Type Monopitch Qty 9 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593101 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:02:58 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-9UC_?65JvpZL0RCY6sxCpFNY4jyBFUWDH38jM5zezCh Scale = 1:57.6 1 2 3 5 4 3x4 3x4 6x8 4x6 6-2-0 6-2-0 -0-10-8 0-10-8 6-2-0 6-2-0 1-8-47-10-47-6-120-3-87-10-412.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.75 0.23 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.12 -0.00 -0.01 (loc) 4-5 4-5 4 4-5 l/defl >999 >611 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 32 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) 5=302/0-3-8, 4=230/0-1-8 Max Horz 5=249(LC 6) Max Uplift4=-164(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 4-5=-335/125 WEBS 2-4=-119/339 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=164. 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. March 2,2018 Job B18800188 Truss M02 Truss Type Monopitch Qty 2 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593102 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:02:58 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-9UC_?65JvpZL0RCY6sxCpFNW?jxcFTJDH38jM5zezCh Scale = 1:86.3 1 2 3 5 4 2x4 3x4 2x4 3x6 5-0-0 5-0-0 -0-10-8 0-10-8 5-0-0 5-0-0 6-8-1211-8-1212.00 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) 0.88 0.26 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.07 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >767 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 42 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-4: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-4 REACTIONS.(lb/size) 4=182/Mechanical, 5=256/0-3-8 Max Horz 5=291(LC 6) Max Uplift4=-413(LC 6), 5=-12(LC 4) Max Grav 4=182(LC 1), 5=349(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-415/40 BOT CHORD 4-5=-314/48 WEBS 2-4=-83/536 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=413. 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. March 2,2018 Job B18800188 Truss M03 Truss Type Monopitch Qty 4 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593103 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:02:59 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-dgmNDS6xg6hBebnkgZSRMSvmf6H4_yGMWjuHuXzezCg Scale: 1/8"=1' 12 3 5 46 2x4 3x4 2x4 4x6 6-0-0 6-0-0 -1-2-8 1-2-8 6-0-0 6-0-0 7-0-1213-0-1212.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8] 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) 0.57 0.31 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.12 -0.00 0.01 (loc) 4-5 4-5 4 4-5 l/defl >999 >570 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 49 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* 2-5: 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 9-6-8 oc bracing. WEBS 1 Row at midpt 3-4, 2-4 REACTIONS.(lb/size) 4=241/Mechanical, 5=398/0-3-8 Max Horz 5=341(LC 6) Max Uplift4=-442(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-399/23 BOT CHORD 5-6=-372/56, 4-6=-372/56 WEBS 2-4=-84/577 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=442. 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. March 2,2018 Job B18800188 Truss M04 Truss Type Monopitch Qty 2 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593104 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:02:59 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-dgmNDS6xg6hBebnkgZSRMSvlt6Fy_yXMWjuHuXzezCg Scale: 1/8"=1' 1 2 4 356 5x6 2x4 3x4 3x4 6-0-0 6-0-0 6-0-0 6-0-0 0-3-813-0-1212.00 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) 0.62 0.39 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.13 -0.00 -0.02 (loc) 3-4 3-4 3 3-4 l/defl >999 >523 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 47 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* 1-4: 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 8-6-13 oc bracing. WEBS 1 Row at midpt 2-3, 1-3 REACTIONS.(lb/size) 3=256/Mechanical, 5=281/0-3-6 Max Horz 5=278(LC 6) Max Uplift3=-377(LC 6), 5=-20(LC 4) Max Grav 3=256(LC 1), 5=344(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-404/51 BOT CHORD 4-5=-406/121, 4-6=-290/69, 3-6=-290/69 WEBS 1-3=-113/481 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 3=377. 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. March 2,2018 Job B18800188 Truss M05 Truss Type Monopitch Qty 4 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593105 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:02:59 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-dgmNDS6xg6hBebnkgZSRMSvgX6Hv_wIMWjuHuXzezCg Scale = 1:75.5 1 2 3 5 4 2x4 3x4 2x4 3x6 4-11-8 4-11-8 -1-2-8 1-2-8 4-11-8 4-11-8 6-10-1011-10-212.00 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) 0.96 0.26 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.07 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >788 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 43 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-4: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-4 REACTIONS.(lb/size) 4=175/Mechanical, 5=280/0-3-8 Max Horz 5=307(LC 6) Max Uplift4=-438(LC 6), 5=-11(LC 4) Max Grav 4=175(LC 1), 5=363(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-435/39 BOT CHORD 4-5=-332/46 WEBS 2-4=-80/579 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=438. 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. March 2,2018 Job B18800188 Truss M06 Truss Type Monopitch Qty 1 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593106 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:03:00 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-6tKlQo7ZRQp2FlMwEHzgugStSWebjNLWlNdqRzzezCf Scale = 1:70.3 1 2 3 5 4 2x4 3x4 2x4 3x6 4-0-8 4-0-8 -1-2-8 1-2-8 4-0-8 4-0-8 6-10-1010-11-212.00 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) 0.76 0.17 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 39 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-4: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-4, 2-5 REACTIONS.(lb/size) 4=135/Mechanical, 5=246/0-3-8 Max Horz 5=278(LC 6) Max Uplift4=-456(LC 6), 5=-35(LC 4) Max Grav 4=135(LC 1), 5=388(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-485/57 BOT CHORD 4-5=-300/43 WEBS 2-4=-88/613 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=456. 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. March 2,2018 Job B18800188 Truss M07 Truss Type Monopitch Qty 2 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593107 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:03:00 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-6tKlQo7ZRQp2FlMwEHzgugSp3WdZjNVWlNdqRzzezCf Scale = 1:74.1 1 2 3 5 4 2x4 3x4 2x4 3x6 4-8-8 4-8-8 -1-2-8 1-2-8 4-8-8 4-8-8 6-10-1011-7-212.00 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) 0.97 0.23 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.06 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >929 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 42 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-4: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-4 REACTIONS.(lb/size) 4=164/Mechanical, 5=270/0-3-8 Max Horz 5=299(LC 6) Max Uplift4=-441(LC 6), 5=-17(LC 4) Max Grav 4=164(LC 1), 5=369(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-446/44 BOT CHORD 4-5=-323/45 WEBS 2-4=-81/586 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=441. 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. March 2,2018 Job B18800188 Truss MG01 Truss Type Monopitch Girder Qty 1 Ply 2 McKenzie 94 Westvale Job Reference (optional) I32593108 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:03:00 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-6tKlQo7ZRQp2FlMwEHzgugS?vWY6jP4WlNdqRzzezCf Scale = 1:86.3 1 2 4 35 6 3x6 2x4 4x6 2x4 5-0-0 5-0-0 5-0-0 5-0-0 6-8-1211-8-1212.00 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 0.52 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.07 -0.00 0.03 (loc) 3-4 3-4 3 3-4 l/defl >999 >775 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 92 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud *Except* 2-3: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-3 REACTIONS.(lb/size) 3=767/Mechanical, 4=975/0-3-8 Max Horz 4=246(LC 5) Max Uplift3=-555(LC 5), 4=-281(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-296/54 WEBS 1-3=-102/331 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) 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 exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=555, 4=281. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 715 lb down and 222 lb up at 1-2-4, and 651 lb down and 232 lb up at 3-2-4 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: 1-2=-60, 3-4=-20 Concentrated Loads (lb) Vert: 5=-715(F) 6=-651(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 2,2018 Job B18800188 Truss MG02 Truss Type Monopitch Girder Qty 2 Ply 2 McKenzie 94 Westvale Job Reference (optional) I32593109 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:03:01 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-a3u7d87BCkxvtvx7o_UvRt?BFw0hStafz0NNzQzezCe Scale = 1:75.5 1 2 3 5 4 2x4 8x8 3x8 3x6 4-11-8 4-11-8 -1-2-8 1-2-8 4-11-8 4-11-8 6-10-1011-10-212.00 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 0.05 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 4-5 4-5 4 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 117 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD onCENTER® AFL 2.1E 1 1/2" x 11 7/8" WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-4 REACTIONS.(lb/size) 4=758/Mechanical, 5=863/0-3-8 Max Horz 5=301(LC 6) Max Uplift4=-465(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-403/32 BOT CHORD 4-5=-326/43 WEBS 2-4=-72/549 NOTES- 1) 2-ply truss to be connected together with 16d (0.131"x 3.5") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc clinched. Bottom chords connected as follows: 1.47x11.875 - 3 rows staggered at 0-9-0 oc clinched. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc clinched. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-05; 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 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=465. 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. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-270(F=-250) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 2,2018 Job B18800188 Truss PB01 Truss Type Piggyback Qty 1 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593110 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:03:01 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-a3u7d87BCkxvtvx7o_UvRt?BSw?CStPfz0NNzQzezCe Scale = 1:22.2 12 3 4 5 6 7 10 9 8 6x6 6x6 3x4 3x4 2x4 2x4 2x4 2x4 12-5-0 12-5-0 2-1-11 2-1-11 10-3-5 8-1-10 12-5-0 2-1-11 0-5-31-11-92-1-110-1-80-5-30-1-81-10-112.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [3:0-3-14,Edge], [5:0-3-14,Edge], [6:0-2-6,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.16 0.08 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 0.00 (loc) 6 6 6 6 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 33 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, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-3-10. (lb) - Max Horz 2=31(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 9, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 6, 10, 8 except 9=295(LC 10) 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) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 9, 10, 8. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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. March 2,2018 Job B18800188 Truss PB02 Truss Type Piggyback Qty 1 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593111 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:03:01 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-a3u7d87BCkxvtvx7o_UvRt?Cvw?IStffz0NNzQzezCe Scale = 1:27.7 1 2 3 4 5 67 10 9 8 5x6 5x6 3x4 3x4 2x4 2x4 2x4 2x4 12-5-0 12-5-0 3-8-14 3-8-14 8-8-2 4-11-4 12-5-0 3-8-14 0-5-33-6-123-8-140-1-80-5-30-1-83-5-412.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [3:0-3-9,0-2-8], [5:0-3-9,0-2-8], [6:0-2-6,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.07 0.07 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 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: 39 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, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-3-10. (lb) - Max Horz 2=60(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 9, 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) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 9, 10, 8. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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. March 2,2018 Job B18800188 Truss PB03 Truss Type Piggyback Qty 1 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593112 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:03:02 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-2FSVrU8qz13mV3WJLi?8z5XNGKMsBKkoCg6xVszezCd Scale = 1:38.6 1 2 3 4 5 6 78 12 11 10 9 5x6 5x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 12-5-0 12-5-0 12-5-0 12-5-0 0-5-35-1-155-4-10-1-80-5-30-1-85-0-712.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [4:0-3-9,0-2-8], [5:0-3-9,0-2-8], [7:0-2-6,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.10 0.05 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 -0.00 0.00 0.00 (loc) 7 7 7 7 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 44 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 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-3-10. (lb) - Max Horz 2=90(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 7, 12, 9, 11, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 7, 12, 9, 11, 10 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) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 7, 12, 9, 11, 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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. March 2,2018 Job B18800188 Truss PB04 Truss Type Piggyback Qty 2 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593113 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:03:02 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-2FSVrU8qz13mV3WJLi?8z5XMCKLLBJIoCg6xVszezCd Scale = 1:48.5 1 2 3 4 5 67 10 9 8 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 12-5-0 12-5-0 6-2-8 6-2-8 12-5-0 6-2-8 0-5-36-2-80-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [6:0-2-6,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.16 0.09 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 6 6 6 6 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 41 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 11-3-10. (lb) - Max Horz 2=-107(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 6 except 10=-118(LC 6), 8=-118(LC 7) 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) 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, 6 except (jt=lb) 10=118, 8=118. 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. March 2,2018 Job B18800188 Truss PB05 Truss Type Piggyback Qty 1 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593114 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:03:03 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-WS?t2q9SkLBd6D5VvPXNWI4XxkhawmYyRKsU2IzezCc Scale: 1/4"=1' 1 2 3 4 5 67 10 9 8 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 12-5-0 12-5-0 6-1-14 6-1-14 6-3-2 0-1-4 12-5-0 6-1-14 0-5-36-1-140-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [6:0-2-6,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.16 0.09 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 6 6 6 6 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 41 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 11-3-10. (lb) - Max Horz 2=-107(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 6 except 10=-118(LC 6), 8=-118(LC 7) 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) 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, 6 except (jt=lb) 10=118, 8=118. 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. March 2,2018 Job B18800188 Truss PB06 Truss Type GABLE Qty 1 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593115 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:03:03 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-WS?t2q9SkLBd6D5VvPXNWI4Xvkh1wnryRKsU2IzezCc Scale = 1:45.5 1 2 3 4 5 6 78 12 11 10 9 4x6 5x6 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 12-5-0 12-5-0 5-9-11 5-9-11 12-5-0 6-7-5 0-5-35-9-114-4-90-1-80-5-30-1-84-3-112.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [6:0-3-0,0-1-8], [7:0-4-0,0-0-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.17 0.12 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.01 0.00 -0.00 (loc) 8 8 7 8 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 46 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 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-3-10. (lb) - Max Horz 2=-100(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 7, 9, 10 except 12=-120(LC 6) Max Grav All reactions 250 lb or less at joint(s) 2, 7, 11, 12, 9 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) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 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) 2, 7, 9, 10 except (jt=lb) 12=120. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 2,2018 Job B18800188 Truss PB07 Truss Type GABLE Qty 1 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593116 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:03:04 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-_eZGGAA4VfJUkMgiT72c3WdiU71ifCy5g_b2akzezCb Scale = 1:45.5 1 2 3 4 5 6 78 12 11 10 9 4x6 5x6 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 12-5-0 12-5-0 5-9-11 5-9-11 9-5-8 3-7-13 12-5-0 2-11-8 0-5-35-9-112-9-60-1-80-5-30-1-82-7-1412.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [6:0-3-0,0-1-8], [7:0-2-6,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.18 0.09 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 7 8 7 7 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 43 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 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-3-10. (lb) - Max Horz 2=-100(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 9, 10 except 12=-121(LC 6) Max Grav All reactions 250 lb or less at joint(s) 2, 7, 11, 12, 9, 10 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) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 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) 2, 9, 10 except (jt=lb) 12=121. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 2,2018 Job B18800188 Truss PB08 Truss Type GABLE Qty 1 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593117 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:03:04 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-_eZGGAA4VfJUkMgiT72c3WdiV71pfD55g_b2akzezCb Scale = 1:45.5 1 2 3 4 5 6 7 89 13 12 11 10 4x6 3x6 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 12-5-0 12-5-0 5-9-11 5-9-11 10-3-1 4-5-6 12-5-0 2-1-15 0-5-35-9-111-2-30-1-80-5-30-1-81-0-1112.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [6:0-2-2,Edge], [7:0-3-0,0-1-8], [8:0-2-6,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.18 0.09 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 0.00 0.00 0.00 (loc) 8 8 8 8 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 40 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 2-0-0 oc purlins (6-0-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-3-10. (lb) - Max Horz 2=101(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 10 except 13=-121(LC 6), 11=-104(LC 7) Max Grav All reactions 250 lb or less at joint(s) 2, 8, 12, 13, 10 except 11=267(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) 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) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 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) 2, 10 except (jt=lb) 13=121, 11=104. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 2,2018 Job B18800188 Truss PB09 Truss Type Piggyback Qty 1 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593118 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:03:04 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-_eZGGAA4VfJUkMgiT72c3WdiW71qfC_5g_b2akzezCb Scale = 1:45.5 1 2 3 4 5 67 10 9 8 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 11-7-6 11-7-6 5-9-11 5-9-11 11-7-6 5-9-11 0-5-35-9-110-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [6:0-2-6,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.18 0.08 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 6 6 6 6 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 38 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 10-6-0. (lb) - Max Horz 2=-100(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 6 except 10=-122(LC 6), 8=-121(LC 7) 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) 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, 6 except (jt=lb) 10=122, 8=121. 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. March 2,2018 Job B18800188 Truss PB11 Truss Type Piggyback Qty 1 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593119 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:03:05 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-Sq7eTWAiGySLMWFu1qZrbj9ulXNLOgWFueLb6BzezCa Scale = 1:23.6 1 2 3 4 5 6 7 10 9 8 5x6 5x6 3x4 3x4 2x4 2x4 2x4 2x4 11-4-8 11-4-8 3-0-12 3-0-12 8-3-12 5-3-0 11-4-8 3-0-12 0-5-32-10-153-0-120-1-80-5-30-1-82-9-712.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [3:0-3-9,0-2-8], [5:0-3-9,0-2-8], [6:0-2-6,0-1-8] 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) 0.08 0.07 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 7 7 6 6 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 34 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, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 10-3-2. (lb) - Max Horz 2=60(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 9, 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) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 9, 10, 8. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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. March 2,2018 Job B18800188 Truss PB12 Truss Type Piggyback Qty 1 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593120 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:03:05 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-Sq7eTWAiGySLMWFu1qZrbj9tAXMpOfxFueLb6BzezCa Scale = 1:36.7 1 2 3 4 56 8 7 5x6 5x6 3x6 3x6 2x4 2x4 11-4-8 11-4-8 5-0-12 5-0-12 6-3-12 1-3-0 11-4-8 5-0-12 0-5-34-10-155-0-120-1-80-5-30-1-84-9-712.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-0-14], [3:0-3-9,0-2-8], [4:0-3-9,0-2-8], [5:0-6-0,0-0-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.18 0.16 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.01 0.01 0.00 -0.01 (loc) 6 6 5 6 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 38 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, except 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 10-3-2. (lb) - Max Horz 2=106(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 5, 8, 7 Max Grav All reactions 250 lb or less at joint(s) 2, 5 except 8=265(LC 10), 7=265(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) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5, 8, 7. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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. March 2,2018 Job B18800188 Truss PB13 Truss Type Piggyback Qty 2 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593121 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:03:06 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-w1h0hsBK1GaCzgp4aY448xi1Gxiz76GO7I48edzezCZ Scale = 1:44.6 1 2 3 4 5 67 10 9 8 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 11-4-8 11-4-8 5-8-4 5-8-4 11-4-8 5-8-4 0-5-35-8-40-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [6:0-2-6,0-1-8] 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) 0.22 0.11 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 6 6 6 6 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 37 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 10-3-2. (lb) - Max Horz 2=-122(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 6 except 10=-155(LC 6), 8=-154(LC 7) Max Grav All reactions 250 lb or less at joint(s) 2, 6, 9 except 10=300(LC 10), 8=300(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) 2, 6 except (jt=lb) 10=155, 8=154. 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. March 2,2018 Job B18800188 Truss PB14 Truss Type Piggyback Qty 1 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593122 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:03:06 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-w1h0hsBK1GaCzgp4aY448xi3rxie77eO7I48edzezCZ Scale = 1:27.8 1 2 3 4 56 8 7 5x6 5x6 3x4 3x4 2x4 2x4 11-4-8 11-4-8 3-10-4 3-10-4 7-6-4 3-8-0 11-4-8 3-10-4 0-5-33-8-23-10-40-1-80-5-30-1-83-6-1012.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-0-6], [3:0-3-9,0-2-8], [4:0-3-9,0-2-8], [5:0-4-0,0-0-6] 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 0.13 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 6 6 5 6 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 34 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, except 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 10-3-2. (lb) - Max Horz 2=-78(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 5, 8, 7 Max Grav All reactions 250 lb or less at joint(s) 2, 5 except 8=268(LC 10), 7=268(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) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5, 8, 7. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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. March 2,2018 Job B18800188 Truss PB15 Truss Type GABLE Qty 1 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593123 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:03:07 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-ODFOuBCynai3bqOH8FbJg8FD_L2vsa?YMyqiB3zezCY Scale = 1:29.0 1 2 3 4 5 67 10 9 8 6x6 5x6 4x6 3x4 3x4 2x4 2x4 2x4 11-4-8 11-4-8 7-9-1 7-9-1 11-4-8 3-7-7 0-5-31-8-23-7-70-1-80-5-30-1-81-6-1012.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [3:0-3-14,Edge], [6:0-2-6,0-1-8] 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) 0.16 0.12 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 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: 33 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 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 10-3-2. (lb) - Max Horz 2=74(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 9, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 6, 8, 10 except 9=259(LC 10) 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) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 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) 2, 6, 9, 10. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 2,2018 Job B18800188 Truss PB16 Truss Type Piggyback Qty 3 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593124 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:03:07 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-ODFOuBCynai3bqOH8FbJg8FEAL2KsaGYMyqiB3zezCY Scale = 1:30.1 1 2 3 45 6 4x6 3x4 3x4 2x4 7-2-14 7-2-14 3-7-7 3-7-7 7-2-14 3-7-7 0-5-33-7-70-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [4:0-2-6,0-1-8] 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) 0.09 0.10 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 5 5 4 5 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 21 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=164/6-1-8, 4=164/6-1-8, 6=203/6-1-8 Max Horz 2=-74(LC 4) Max Uplift2=-23(LC 6), 4=-28(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. March 2,2018 Job B18800188 Truss T01 Truss Type Roof Special Qty 1 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593125 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:03:08 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-tPpm5XDaYtqwD_zTiy6YDMnCklG0brWhacZFjWzezCX Scale = 1:84.6 12 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 1119 20 21 3x6 5x6 8x8 5x6 6x6 3x6 3x4 3x6 3x6 6x6 3x8 6x10 3x6 4x6 6x6 4x6 3x6 6-6-4 6-6-4 12-9-0 6-2-12 21-4-4 8-7-4 27-10-4 6-6-0 37-2-0 9-3-12 -0-10-8 0-10-8 6-6-4 6-6-4 12-9-0 6-2-12 17-11-0 5-2-0 21-4-4 3-5-4 27-10-4 6-6-0 32-4-6 4-6-2 37-2-0 4-9-10 1-4-49-8-27-4-109-10-41-4-49-8-28.00 12 Plate Offsets (X,Y)-- [6:0-4-13,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) 0.93 0.58 0.80 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.32 -0.62 0.08 0.08 (loc) 14-16 14-16 11 14 l/defl >999 >709 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 187 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-7: 2x6 SP No.1 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 5-16,8-14,6-16,6-14: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-2 oc purlins, except end verticals, and 2-0-0 oc purlins (3-1-9 max.): 5-6, 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-14, 9-11, 6-16 REACTIONS.(lb/size) 18=1676/0-3-8, 11=1652/0-3-8 Max Horz 18=243(LC 5) Max Uplift18=-72(LC 6), 11=-76(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2081/163, 3-4=-1890/186, 4-5=-1926/239, 5-6=-1508/235, 6-7=-2756/357, 7-8=-2210/247, 8-9=-2072/217, 9-10=-268/62, 2-18=-1601/175 BOT CHORD 17-18=-241/269, 16-17=-112/1646, 15-16=-42/1669, 15-19=-42/1669, 19-20=-42/1669, 14-20=-42/1669, 13-14=-8/1673, 13-21=-8/1673, 12-21=-8/1673, 11-12=-83/1603 WEBS 5-16=-24/684, 7-14=-1810/289, 8-14=-62/807, 2-17=-5/1471, 9-11=-1957/152, 6-16=-437/118, 6-14=-169/1620 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) 18, 11. 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. March 2,2018 Job B18800188 Truss T02 Truss Type Roof Special Qty 1 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593126 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:03:08 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-tPpm5XDaYtqwD_zTiy6YDMnCulBebrDhacZFjWzezCX Scale = 1:94.8 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 1018 19 20 3x6 5x6 5x8 6x6 5x6 3x4 3x8 3x6 6x6 4x8 4x8 6x10 6x6 6x6 3x4 3x6 7-9-12 7-9-12 15-4-0 7-6-4 24-4-4 9-0-4 30-10-4 6-6-0 37-2-0 6-3-12 -0-10-8 0-10-8 7-9-12 7-9-12 15-4-0 7-6-4 19-10-2 4-6-2 24-4-4 4-6-2 30-10-4 6-6-0 37-2-0 6-3-12 1-4-45-4-1011-6-151-4-45-4-108.00 12 Plate Offsets (X,Y)-- [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) 0.92 0.92 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.41 -0.80 0.08 0.11 (loc) 12-14 12-14 10 12-14 l/defl >999 >553 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 189 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-7: 2x6 SP No.1 BOT CHORD 2x4 SPF No.2 *Except* 13-15: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-16,7-12,8-12,8-11,2-16,9-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-0 oc purlins, except end verticals, and 2-0-0 oc purlins (2-7-9 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 6-14, 7-12 REACTIONS.(lb/size) 17=1710/0-3-8, 10=1601/0-3-8 Max Horz 17=285(LC 5) Max Uplift17=-83(LC 6), 10=-82(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2176/180, 3-4=-1803/194, 4-5=-1665/238, 5-6=-1726/252, 6-7=-3453/364, 7-8=-2743/240, 8-9=-2062/172, 2-17=-1635/174, 9-10=-1535/139 BOT CHORD 16-17=-287/339, 16-18=-65/1708, 15-18=-65/1708, 14-15=-65/1708, 14-19=-17/1890, 19-20=-17/1890, 13-20=-17/1890, 12-13=-17/1890, 11-12=-43/1647 WEBS 3-14=-461/168, 5-14=-154/1498, 6-14=-1047/202, 6-12=-175/1843, 7-12=-2225/293, 8-12=-67/1411, 2-16=0/1449, 9-11=-19/1505 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) The Fabrication Tolerance at joint 2 = 12% 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) 17, 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. March 2,2018 Job B18800188 Truss T03 Truss Type COMMON Qty 10 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593127 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:03:09 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-LcN9JtDDJBynq8YfGgenmZKSZ8bVKKGqpGJpFyzezCW Scale = 1:85.7 12 3 4 5 6 7 8 9 14 13 12 11 1015 16 17 18 19 20 3x6 4x6 3x6 3x8 3x6 4x6 3x6 4x6 4x8 4x8 4x8 4x8 10-3-13 10-3-13 20-4-3 10-0-5 30-8-0 10-3-13 -0-10-8 0-10-8 7-9-12 7-9-12 15-4-0 7-6-4 22-10-4 7-6-4 30-8-0 7-9-12 31-6-8 0-10-8 1-4-411-6-151-4-48.00 12 Plate Offsets (X,Y)-- [2:0-4-3,Edge], [8:0-4-3,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.60 0.69 0.64 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.30 -0.51 0.06 0.04 (loc) 11-13 13-14 10 11-13 l/defl >999 >721 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 143 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 7-11,3-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 7-10 REACTIONS.(lb/size) 14=1555/0-3-8, 10=1555/0-3-8 Max Horz 14=276(LC 5) Max Uplift14=-81(LC 6), 10=-81(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-531/198, 3-4=-1781/209, 4-5=-1644/255, 5-6=-1644/255, 6-7=-1781/209, 7-8=-531/198, 2-14=-509/192, 8-10=-509/192 BOT CHORD 14-15=-67/1470, 15-16=-67/1470, 13-16=-67/1470, 13-17=0/1053, 12-17=0/1053, 12-18=0/1053, 11-18=0/1053, 11-19=0/1470, 19-20=0/1470, 10-20=0/1470 WEBS 5-11=-105/804, 7-11=-300/241, 5-13=-105/804, 3-13=-300/241, 3-14=-1459/0, 7-10=-1459/0 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, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 10. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "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. March 2,2018 Job B18800188 Truss T04 Truss Type Half Hip Qty 1 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593128 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:03:09 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-LcN9JtDDJBynq8YfGgenmZKa38khKTXqpGJpFyzezCW Scale = 1:40.6 1 2 3 4 7 6 5 4x10 2x4 2x4 3x4 3x6 3x4 3-6-0 3-6-0 6-2-0 2-8-0 -0-10-8 0-10-8 3-6-0 3-6-0 6-2-0 2-8-0 1-8-45-0-75-2-44-8-150-3-85-0-712.00 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 0.10 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) 6-7 6-7 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 35 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, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 7=302/0-3-8, 5=230/0-1-8 Max Horz 7=168(LC 6) Max Uplift5=-63(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-268/24 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 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. March 2,2018 Job B18800188 Truss T05 Truss Type Half Hip Qty 1 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593129 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:03:09 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-LcN9JtDDJBynq8YfGgenmZKWG8jyKRiqpGJpFyzezCW Scale = 1:52.1 1 2 3 4 7 6 5 5x6 2x4 2x4 3x4 5x6 3x4 4-10-0 4-10-0 6-2-0 1-4-0 -0-10-8 0-10-8 4-10-0 4-10-0 6-2-0 1-4-0 1-8-46-4-76-6-46-0-150-3-86-4-712.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-15], [3:0-3-0,0-1-15] 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) 0.37 0.15 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 -0.00 0.00 (loc) 6-7 6-7 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 41 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, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 7=302/0-3-8, 5=230/0-1-8 Max Horz 7=209(LC 6) Max Uplift5=-109(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-257/0 BOT CHORD 6-7=-254/62 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=109. 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. March 2,2018 Job B18800188 Truss T06 Truss Type COMMON Qty 6 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593130 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:03:10 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-poxXWDEr4V4eSH7rpN90Insi3Y3U3w4_2w2MnOzezCV Scale = 1:52.0 1 2 3 4 7 6 5 4x6 2x4 3x8 5x6 3x6 2x4 4-7-5 4-7-5 6-2-0 1-6-11 -0-10-8 0-10-8 4-7-5 4-7-5 6-2-0 1-6-11 1-8-46-3-94-5-60-3-84-8-1412.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-15] 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) 0.30 0.13 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 -0.00 0.00 (loc) 6-7 6-7 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 39 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) 7=302/0-3-8, 5=230/0-1-8 Max Horz 7=175(LC 6) Max Uplift5=-76(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-258/26 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "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. March 2,2018 Job B18800188 Truss T07 Truss Type PIGGYBACK BASE Qty 6 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593131 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:03:10 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-poxXWDEr4V4eSH7rpN90InshHY1F3ul_2w2MnOzezCV Scale = 1:85.8 1 2 3 4 5 67 13 12 11 10 9 814 15 16 17 4x8 4x8 2x4 3x6 3x4 3x8 2x4 3x4 5x6 2x4 5x6 4-11-4 4-11-4 10-7-8 5-8-4 16-3-12 5-8-4 21-3-0 4-11-4 -1-2-8 1-2-8 4-11-4 4-11-4 10-7-8 5-8-4 16-3-12 5-8-4 21-3-0 4-11-4 22-5-8 1-2-8 7-0-1212-0-07-0-1212-0-012.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [3:0-6-4,0-1-12], [5:0-6-4,0-1-12], [6:0-2-12,0-1-8] 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) 0.35 0.28 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.08 0.01 0.01 (loc) 10-12 10-12 8 10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 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 No.2 *Except* 2-13,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-12, 3-10, 4-10, 5-10, 5-9, 2-13, 6-8 REACTIONS.(lb/size) 13=1151/0-3-8, 8=1151/0-3-8 Max Horz 13=-350(LC 4) Max Uplift13=-44(LC 4), 8=-44(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-598/244, 3-4=-490/230, 4-5=-490/230, 5-6=-598/244, 2-13=-1053/148, 6-8=-1053/148 BOT CHORD 13-14=-286/303, 12-14=-286/303, 11-12=-210/347, 11-15=-210/347, 10-15=-210/347, 10-16=-108/347, 9-16=-108/347 WEBS 3-10=-170/354, 4-10=-385/162, 5-10=-170/354, 2-12=-108/586, 6-9=-108/586 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 8. 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. March 2,2018 Job B18800188 Truss T08 Truss Type Piggyback Base Qty 1 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593132 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:03:11 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-H_UvkZFTroCU4Ri2N5gFr_PlxyHgoJ87HaovKrzezCU Scale = 1:85.5 1 2 3 45 8 7 69 10 11 3x8 6x8 4x6 4x8 2x4 5x8 3x8 8-2-12 8-2-12 13-2-0 4-11-4 0-11-14 0-11-14 8-2-12 7-2-14 13-2-0 4-11-4 14-4-8 1-2-8 11-0-212-0-07-0-1212-0-012.00 12 Plate Offsets (X,Y)-- [1:0-4-0,Edge], [2:0-2-8,Edge], [3:0-4-4,0-1-12], [4:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.80 0.65 0.36 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.21 -0.39 0.00 0.06 (loc) 7-8 7-8 6 7-8 l/defl >743 >401 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 104 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* 4-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 2-7, 3-7, 2-8 REACTIONS.(lb/size) 8=671/Mechanical, 6=726/0-3-8 Max Horz 8=-415(LC 4) Max Uplift8=-220(LC 4), 6=-58(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-253/343, 3-4=-360/223, 1-8=-267/314, 4-6=-659/103 BOT CHORD 8-9=-205/302, 9-10=-205/302, 7-10=-205/302 WEBS 2-7=-206/259, 4-7=-121/317, 2-8=-598/520 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) 6 except (jt=lb) 8=220. 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. March 2,2018 Job B18800188 Truss T09 Truss Type Piggyback Base Qty 1 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593133 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:03:11 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-H_UvkZFTroCU4Ri2N5gFr_Pl?yHfoJO7HaovKrzezCU Scale = 1:85.6 1 2 3 4 56 9 8 710 11 12 4x10 4x6 4x8 2x4 3x8 5x8 3x8 8-2-12 8-2-12 13-2-0 4-11-4 -0-10-8 0-10-8 0-11-14 0-11-14 8-2-12 7-2-14 13-2-0 4-11-4 14-4-8 1-2-8 11-0-212-0-07-0-1212-0-012.00 12 Plate Offsets (X,Y)-- [2:0-4-0,Edge], [3:0-6-4,0-1-0], [4:0-4-4,0-1-12], [5:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.80 0.65 0.35 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.21 -0.39 0.00 0.06 (loc) 8-9 8-9 7 8-9 l/defl >743 >401 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 106 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* 5-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-8, 4-8, 2-9, 3-9 REACTIONS.(lb/size) 9=735/Mechanical, 7=724/0-3-8 Max Horz 9=-403(LC 4) Max Uplift9=-210(LC 4), 7=-70(LC 5) Max Grav 9=735(LC 1), 7=724(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-236/445, 4-5=-359/244, 2-9=-255/445, 5-7=-657/139 BOT CHORD 9-10=-218/292, 10-11=-218/292, 8-11=-218/292 WEBS 3-8=-195/260, 5-8=-130/315, 3-9=-571/498 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) -0-10-8 to 14-4-8 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) 7 except (jt=lb) 9=210. 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. March 2,2018 Job B18800188 Truss T10 Truss Type Roof Special Qty 1 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593134 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:03:12 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-lA2HxvG5c6KLhbHExoBUNCy_JMe4XieHVEXTsHzezCT Scale = 1:85.8 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 101718 3x6 2x4 5x12 5x6 6x6 3x8 2x4 3x6 3x6 5x12 3x4 3x6 5x6 3x4 6x6 2-1-8 2-1-8 7-9-0 5-7-8 14-6-12 6-9-12 16-1-4 1-6-8 23-2-14 7-1-10 30-8-0 7-5-2 2-1-8 2-1-8 7-9-0 5-7-8 14-6-12 6-9-12 16-1-4 1-6-8 23-2-14 7-1-10 30-8-0 7-5-2 31-6-8 0-10-8 2-7-210-10-1011-0-121-4-410-10-108.00 12 Plate Offsets (X,Y)-- [13:0-5-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.57 0.57 0.60 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.22 0.06 0.03 (loc) 11-12 11-12 10 11-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 183 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 2-4: 2x6 SP No.1 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-13,4-13,5-13,5-12,7-12,8-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-6 oc purlins, except end verticals, and 2-0-0 oc purlins (5-7-5 max.): 1-2, 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-13, 5-13, 7-12 REACTIONS.(lb/size) 16=1315/Mechanical, 10=1380/0-3-8 Max Horz 16=-283(LC 4) Max Uplift16=-49(LC 6), 10=-79(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1642/155, 3-4=-1268/204, 4-5=-970/212, 5-6=-1270/207, 6-7=-1293/162, 7-8=-1697/148, 8-10=-1317/151 BOT CHORD 15-16=-85/1054, 14-15=-88/1052, 14-17=-39/1320, 13-17=-39/1320, 12-13=0/969, 12-18=0/1315, 11-18=0/1315 WEBS 2-16=-1602/93, 2-14=0/291, 3-13=-506/151, 4-13=-65/447, 5-12=-57/373, 7-12=-476/153, 8-11=0/1103 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) 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. March 2,2018 Job B18800188 Truss T11 Truss Type Roof Special Qty 1 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593135 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:03:12 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-lA2HxvG5c6KLhbHExoBUNCyysMbdXhqHVEXTsHzezCT Scale = 1:80.2 1 2 3 4 5 6 7 8 910 18 17 16 15 14 13 12 1119 20 21 4x6 6x6 5x6 5x6 5x6 5x8 3x6 2x4 3x6 3x8 5x6 3x8 3x8 3x6 4x6 3x8 3x6 3-1-8 3-1-8 5-1-8 2-0-0 11-6-12 6-5-4 15-10-4 4-3-8 21-9-5 5-11-1 30-8-0 8-10-11 3-1-8 3-1-8 5-1-8 2-0-0 11-6-12 6-5-4 15-10-4 4-3-8 17-5-12 1-7-8 24-8-0 7-2-4 30-8-0 6-0-0 31-6-8 0-10-8 2-8-44-7-28-10-1010-1-121-4-48-10-108.00 12 Plate Offsets (X,Y)-- [17:0-3-8,0-1-8] 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) 0.66 0.73 0.66 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.16 -0.41 0.07 0.04 (loc) 11-12 11-12 11 15 l/defl >999 >896 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 181 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4,5-6: 2x6 SP No.1 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-15,5-15,5-13,6-13,6-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-3 oc purlins, except end verticals, and 2-0-0 oc purlins (5-1-11 max.): 2-3, 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-15, 5-13, 8-11 REACTIONS.(lb/size) 18=1315/Mechanical, 11=1401/0-3-8 Max Horz 18=-269(LC 4) Max Uplift18=-65(LC 6), 11=-74(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1000/116, 2-3=-1270/143, 3-4=-1467/184, 4-5=-1161/198, 5-6=-1466/247, 6-7=-1483/230, 7-8=-1609/187, 8-9=-297/114, 1-18=-1285/108, 9-11=-335/125 BOT CHORD 17-18=-206/254, 16-17=-87/824, 15-16=-66/1300, 15-19=0/1249, 14-19=0/1249, 13-14=0/1249, 13-20=0/1084, 20-21=0/1084, 12-21=0/1084, 11-12=-16/1316 WEBS 2-17=-651/30, 2-16=-65/1138, 3-16=-951/133, 4-15=0/414, 5-15=-266/82, 5-13=-770/164, 6-13=-123/1026, 6-12=-75/414, 1-17=-37/1042, 8-11=-1508/60 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) 18, 11. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "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. March 2,2018 Job B18800188 Truss T12 Truss Type Roof Special Qty 1 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593136 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:03:13 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-DNcf9FHjNQSCJlsQVWijwPU81mzhG6LQkuH0OjzezCS Scale = 1:80.2 1 2 3 4 5 6 7 89 15 14 13 12 11 1016 17 18 4x6 5x6 8x8 10x10 5x8 3x6 2x4 3x6 4x10 5x12 3x6 4x6 3x8 3x6 6-1-8 6-1-8 8-1-8 2-0-0 8-6-12 0-5-4 12-10-4 4-3-8 21-9-5 8-11-1 30-8-0 8-10-11 6-1-8 6-1-8 8-1-8 2-0-0 8-6-12 0-5-4 12-10-4 4-3-8 17-5-12 4-7-8 24-8-0 7-2-4 30-8-0 6-0-0 31-6-8 0-10-8 2-8-46-7-26-10-1010-1-121-4-46-10-108.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [4:0-3-3,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.64 0.61 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.31 -0.52 0.05 0.05 (loc) 11-13 11-13 10 11-13 l/defl >999 >696 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 166 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 2-3,4-5: 2x6 SP No.1, 3-4: 2x8 SP 2400F 2.0E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 5-13,5-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-12 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-13, 7-10 REACTIONS.(lb/size) 15=1373/Mechanical, 10=1425/0-3-8 Max Horz 15=-258(LC 4) Max Uplift15=-65(LC 6), 10=-75(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1395/145, 2-3=-1082/163, 3-4=-1660/186, 4-5=-2086/301, 5-6=-1643/226, 6-7=-1668/179, 7-8=-271/120, 1-15=-1320/120, 8-10=-321/128 BOT CHORD 14-15=-210/253, 14-16=-34/1367, 16-17=-34/1367, 13-17=-34/1367, 12-13=0/1096, 12-18=0/1096, 11-18=0/1096, 10-11=-14/1360 WEBS 2-14=-3/407, 3-14=-752/76, 3-13=-5/520, 4-13=-1294/226, 5-13=-154/1332, 5-11=-59/512, 1-14=-6/1132, 7-10=-1595/50 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) 15, 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. March 2,2018 Job B18800188 Truss T13 Truss Type Roof Special Qty 1 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593137 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:03:13 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-DNcf9FHjNQSCJlsQVWijwPU7wmuPG7AQkuH0OjzezCS Scale = 1:79.6 1 2 3 4 5 6 78 15 14 13 12 11 10 916 4x6 6x6 5x6 5x8 3x6 2x4 3x6 3x8 3x12 4x6 3x6 4x6 3x8 3x6 3-6-12 3-6-12 9-10-4 6-3-8 13-2-3 3-3-15 21-9-5 8-7-2 30-8-0 8-10-11 3-6-12 3-6-12 9-10-4 6-3-8 17-5-12 7-7-8 24-8-0 7-2-4 30-8-0 6-0-0 31-6-8 0-10-8 2-8-44-10-1010-1-121-4-44-10-108.00 12 Plate Offsets (X,Y)-- [13:0-3-8,0-1-8], [14:0-3-8,0-1-8] 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) 0.64 0.95 0.71 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.31 -0.53 0.06 0.05 (loc) 10-12 10-12 9 12 l/defl >999 >684 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 153 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x6 SP No.1 BOT CHORD 2x4 SPF No.2 *Except* 11-15: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 4-12,4-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-14 oc purlins, except end verticals, and 2-0-0 oc purlins (3-7-8 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-9 REACTIONS.(lb/size) 15=1307/Mechanical, 9=1399/0-3-8 Max Horz 15=-268(LC 4) Max Uplift15=-65(LC 6), 9=-75(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1086/117, 2-3=-1933/198, 3-4=-1929/232, 4-5=-1598/223, 5-6=-1623/176, 6-7=-272/119, 1-15=-1296/101, 7-9=-322/128 BOT CHORD 14-15=-207/255, 13-14=-72/893, 12-13=-80/1957, 11-12=0/1066, 11-16=0/1066, 10-16=0/1066, 9-10=-12/1325 WEBS 2-14=-517/86, 2-13=-90/1304, 3-13=-802/105, 3-12=-793/175, 4-12=-73/1063, 4-10=-61/501, 1-14=-30/1083, 6-9=-1548/48 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) 15, 9. 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. March 2,2018 Job B18800188 Truss T14 Truss Type Half Hip Qty 2 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593138 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:03:14 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-hZA2MbHL8ja3xvRd2DDyTd1LO9Oq?kxZzY0Zw9zezCR Scale = 1:82.3 1 2 3 4 6 57 5x6 2x4 4x8 2x4 5x6 6-0-0 6-0-0 -1-2-8 1-2-8 4-0-0 4-0-0 6-0-0 2-0-0 7-0-1210-10-1011-0-1210-10-1012.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-15], [3:0-3-14,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) 0.47 0.30 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.10 -0.00 0.02 (loc) 5-6 5-6 5 5-6 l/defl >999 >648 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 58 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* 2-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-5, 3-5 REACTIONS.(lb/size) 5=246/Mechanical, 6=384/0-3-8 Max Horz 6=281(LC 6) Max Uplift5=-323(LC 6), 6=-2(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-281/30 BOT CHORD 6-7=-299/51, 5-7=-299/51 WEBS 2-5=-78/460 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) 6 except (jt=lb) 5=323. 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. March 2,2018 Job B18800188 Truss T15 Truss Type Common Qty 1 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593139 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:03:14 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-hZA2MbHL8ja3xvRd2DDyTd1HZ9Er?cXZzY0Zw9zezCR Scale = 1:79.4 1 2 3 4 5 6 7 12 11 10 9 813 14 15 16 17 3x6 4x6 3x6 3x6 3x6 4x6 3x6 4x6 3x4 3x8 3x8 3x4 8-10-11 8-10-11 17-5-13 8-7-3 26-4-8 8-10-11 6-0-0 6-0-0 13-2-4 7-2-4 20-4-8 7-2-4 26-4-8 6-0-0 1-4-410-1-121-4-48.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.72 0.94 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.35 -0.47 0.05 0.03 (loc) 9-11 9-11 8 9-11 l/defl >902 >668 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 117 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-9,4-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-12, 6-8 REACTIONS.(lb/size) 12=1152/0-3-8, 8=1150/0-3-8 Max Horz 12=-241(LC 4) Max Uplift12=-42(LC 6), 8=-42(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1355/157, 3-4=-1331/205, 4-5=-1327/205, 5-6=-1351/157 BOT CHORD 12-13=-84/1122, 13-14=-84/1122, 11-14=-84/1122, 10-11=0/811, 10-15=0/811, 9-15=0/811, 9-16=-26/1120, 16-17=-26/1120, 8-17=-26/1120 WEBS 4-9=-71/547, 4-11=-71/555, 2-12=-1329/65, 6-8=-1325/65 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, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 8. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "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. March 2,2018 Job B18800188 Truss T16 Truss Type Roof Special Qty 1 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593140 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:03:15 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-9lkQZwIzv1iwY30pcwkB?qaSHZaIk?ujBCm7TczezCQ Scale = 1:83.5 12 3 4 5 6 7 8 15 14 13 12 11 10 916 17 18 19 3x6 5x8 5x6 4x8 5x6 3x8 3x6 4x6 5x6 6x8 3x6 3x8 3x4 3x6 8-10-11 8-10-11 17-5-13 8-7-2 26-6-12 9-0-15 32-10-8 6-3-12 -0-10-8 0-10-8 6-0-0 6-0-0 13-2-4 7-2-4 20-0-12 6-10-8 26-6-12 6-6-0 32-10-8 6-3-12 1-4-45-4-1010-1-121-4-45-4-108.00 12 Plate Offsets (X,Y)-- [7:0-4-0,0-1-9], [8: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) 0.72 0.92 0.89 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.30 -0.48 0.08 0.06 (loc) 12-14 12-14 9 12 l/defl >999 >823 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 156 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-6: 2x6 SP No.1 BOT CHORD 2x4 SPF No.2 *Except* 11-13: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 5-14,5-12,6-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-5 oc purlins, except end verticals, and 2-0-0 oc purlins (4-3-1 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-10, 3-15 REACTIONS.(lb/size) 15=1517/0-3-8, 9=1434/0-3-8 Max Horz 15=252(LC 5) Max Uplift15=-75(LC 6), 9=-74(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-286/117, 3-4=-1798/189, 4-5=-1773/236, 5-6=-2302/262, 6-7=-1443/167, 7-8=-1843/148, 2-15=-330/127, 8-9=-1385/121 BOT CHORD 14-15=-84/1460, 14-16=0/1224, 13-16=0/1224, 13-17=0/1224, 12-17=0/1224, 12-18=-90/2302, 18-19=-90/2302, 11-19=-90/2302, 10-11=-90/2302 WEBS 5-14=-67/474, 5-12=-102/1462, 6-12=-1088/226, 6-10=-1085/86, 7-10=0/582, 3-15=-1711/64, 8-10=0/1344 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) 15, 9. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "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. March 2,2018 Job B18800188 Truss T17 Truss Type Roof Special Qty 1 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593141 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:03:15 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-9lkQZwIzv1iwY30pcwkB?qaSzZbTk2_jBCm7TczezCQ Scale = 1:80.8 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 1018 19 20 4x8 8x8 5x6 6x6 3x4 3x4 3x6 5x6 5x6 3x8 6x8 3x6 4x6 5x6 3x8 3x6 6-3-0 6-3-0 12-9-0 6-6-0 17-0-12 4-3-12 23-6-12 6-6-0 32-10-8 9-3-12 -0-10-8 0-10-8 6-3-0 6-3-0 12-9-0 6-6-0 13-7-8 0-10-8 17-0-12 3-5-4 23-6-12 6-6-0 28-0-14 4-6-2 32-10-8 4-9-10 1-4-49-8-27-4-109-10-41-4-49-8-28.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [3:0-3-0,0-3-0], [4:0-4-0,0-1-9], [5:0-4-13,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) 0.74 0.85 0.69 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.18 -0.46 0.07 0.07 (loc) 10-11 10-11 10 11-13 l/defl >999 >846 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 175 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-6: 2x6 SP No.1 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-15,5-15,7-13,5-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-3 oc purlins, except end verticals, and 2-0-0 oc purlins (3-9-5 max.): 4-5, 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-15, 5-15, 6-13, 8-10 REACTIONS.(lb/size) 17=1456/0-3-8, 10=1423/0-3-8 Max Horz 17=243(LC 5) Max Uplift17=-73(LC 6), 10=-73(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1774/159, 3-4=-1560/215, 4-5=-1197/217, 5-6=-2144/325, 6-7=-1689/218, 7-8=-1732/192, 2-17=-1394/155 BOT CHORD 16-17=-236/261, 15-16=-67/1397, 15-18=-7/1218, 18-19=-7/1218, 14-19=-7/1218, 13-14=-7/1218, 12-13=0/1386, 12-20=0/1386, 11-20=0/1386, 10-11=-64/1358 WEBS 3-15=-293/135, 4-15=-20/530, 5-15=-327/129, 6-13=-1496/276, 7-13=-56/454, 7-11=0/293, 2-16=0/1267, 8-10=-1651/127, 5-13=-201/1406 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) 17, 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. 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. March 2,2018 Job B18800188 Truss T18 Truss Type Hip Qty 1 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593142 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:03:16 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-eyIonGJcgLqnACa?AeGQY26cSzwwTVSsQsVg?2zezCP Scale: 3/16"=1' 1 2 3 4 5 6 7 8 15 14 13 12 11 10 916 17 6x6 6x6 3x6 3x6 3x6 4x6 3x8 2x4 3x6 4x6 3x6 4x8 4x8 3x6 9-9-0 9-9-0 16-5-4 6-8-4 23-1-8 6-8-4 32-10-8 9-9-0 -0-10-8 0-10-8 5-0-4 5-0-4 9-9-0 4-8-12 16-5-4 6-8-4 23-1-8 6-8-4 27-10-4 4-8-12 32-10-8 5-0-4 1-4-47-8-27-10-41-4-47-8-28.00 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) 0.75 0.90 0.68 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.21 -0.54 0.09 0.05 (loc) 9-10 9-10 9 12 l/defl >999 >725 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 150 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-12,6-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-7 oc purlins, except end verticals, and 2-0-0 oc purlins (4-0-9 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-15, 7-9 REACTIONS.(lb/size) 15=1496/0-3-8, 9=1433/0-3-8 Max Horz 15=196(LC 5) Max Uplift15=-60(LC 6), 9=-28(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-288/92, 3-4=-1734/202, 4-5=-1688/239, 5-6=-1688/239, 6-7=-1738/202, 7-8=-255/61, 2-15=-326/113 BOT CHORD 14-15=-174/1370, 13-14=-121/1381, 13-16=-121/1381, 12-16=-121/1381, 12-17=-24/1382, 11-17=-24/1382, 10-11=-24/1382, 9-10=-71/1378 WEBS 4-14=0/316, 4-12=-159/533, 5-12=-496/194, 6-12=-160/532, 6-10=0/318, 3-15=-1618/108, 7-9=-1658/139 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) 15, 9. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "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. March 2,2018 Job B18800188 Truss T19 Truss Type Hip Qty 1 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593143 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:03:16 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-eyIonGJcgLqnACa?AeGQY26d5zyDTU?sQsVg?2zezCP Scale = 1:61.5 1 2 3 4 5 6 7 8 15 14 13 12 11 10 916 17 18 19 4x8 3x6 6x6 3x4 3x8 MT18HS5x8 3x6 3x6 3x6 5x8 6x6 3x4 4x8 3x8 MT18HS 6-9-0 6-9-0 16-5-4 9-8-4 26-1-8 9-8-4 32-10-8 6-9-0 -0-10-8 0-10-8 6-9-0 6-9-0 13-2-8 6-5-8 19-8-0 6-5-8 26-1-8 6-5-8 32-10-8 6-9-0 1-4-45-8-25-10-41-4-45-8-28.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-1-9], [7:0-4-0,0-1-9] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.65 0.81 0.71 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.21 -0.51 0.08 0.08 (loc) 10-12 10-12 9 12 l/defl >999 >770 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 135 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 11-13: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 4-14,6-10,2-15,8-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-13 oc purlins, except end verticals, and 2-0-0 oc purlins (3-7-10 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 6-10 REACTIONS.(lb/size) 15=1470/0-3-8, 9=1407/0-3-8 Max Horz 15=150(LC 5) Max Uplift15=-74(LC 5), 9=-71(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1823/172, 3-4=-1412/184, 4-5=-2259/230, 5-6=-2259/230, 6-7=-1418/185, 7-8=-1821/168, 2-15=-1424/169, 8-9=-1361/137 BOT CHORD 13-14=-272/2150, 13-16=-272/2150, 16-17=-272/2150, 12-17=-272/2150, 12-18=-243/2150, 18-19=-243/2150, 11-19=-243/2150, 10-11=-243/2150 WEBS 3-14=-10/629, 4-14=-1007/216, 6-10=-1004/218, 7-10=-14/623, 2-14=-132/1228, 8-10=-115/1294 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) 15, 9. 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. March 2,2018 Job B18800188 Truss T20 Truss Type Common Qty 2 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593144 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:03:17 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-68sA_cKEReyeoM9CkLnf4FfppNQ9C5q0fWFEXUzezCO Scale = 1:61.8 1 2 3 6 5 4 4x6 4x6 5x8 2x4 3x4 4x8 5-5-11 5-5-11 11-9-0 6-3-5 5-5-11 5-5-11 11-9-0 6-3-5 2-5-147-11-91-8-412.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-1-8], [3:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.59 0.26 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.08 0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 55 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) 6=458/0-3-8, 4=458/0-3-8 Max Horz 6=-203(LC 4) Max Uplift6=-25(LC 7), 4=-18(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-383/96, 2-3=-405/86, 1-6=-413/64, 3-4=-402/70 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) 6, 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "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. March 2,2018 Job B18800188 Truss TG01 Truss Type Hip Girder Qty 1 Ply 2 McKenzie 94 Westvale Job Reference (optional) I32593145 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:03:18 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-aKPYCyKsCy4VPWkOH3IudTCzCngyxMs9uA_n3xzezCN Scale = 1:74.7 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 1017 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 6x6 3x6 3x6 4x8 4x8 4x6 2x4 3x8 6x6 4x8 4x6 3x6 5x8 5x8 4x8 9-9-0 9-9-0 18-7-0 8-10-0 27-5-0 8-10-0 37-2-0 9-9-0 -0-10-8 0-10-8 5-0-4 5-0-4 9-9-0 4-8-12 18-7-0 8-10-0 27-5-0 8-10-0 32-1-12 4-8-12 37-2-0 5-0-4 1-4-47-8-27-10-41-4-47-8-28.00 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) 0.67 0.67 0.88 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.14 -0.31 0.08 0.19 (loc) 13-15 13-15 10 13-15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 412 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud *Except* 5-15,5-11,2-16,9-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-13 oc purlins, except end verticals, and 2-0-0 oc purlins (5-8-7 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 16=3432/0-3-8, 10=3765/0-3-8 Max Horz 16=193(LC 12) Max Uplift16=-1251(LC 5), 10=-1324(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-877/363, 3-4=-4403/1818, 4-5=-3676/1565, 5-6=-3686/1506, 6-7=-3686/1508, 7-8=-4420/1752, 8-9=-846/304, 2-16=-678/278, 9-10=-582/206 BOT CHORD 16-17=-1447/3348, 17-18=-1447/3348, 18-19=-1447/3348, 15-19=-1447/3348, 14-15=-2085/4843, 14-20=-2085/4843, 20-21=-2085/4843, 21-22=-2085/4843, 22-23=-2085/4843, 13-23=-2085/4843, 13-24=-2085/4843, 24-25=-2085/4843, 25-26=-2085/4843, 26-27=-2085/4843, 12-27=-2085/4843, 12-28=-2085/4843, 11-28=-2085/4843, 11-29=-1217/3373, 29-30=-1217/3373, 30-31=-1217/3373, 31-32=-1217/3373, 32-33=-1217/3373, 10-33=-1217/3373 WEBS 3-15=-328/512, 4-15=-883/2004, 5-15=-1603/782, 5-13=-687/1285, 5-11=-1588/855, 7-11=-848/2015, 8-11=-318/500, 3-16=-3616/1416, 8-10=-3668/1403 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) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=1251, 10=1324. 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. Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 2,2018 Job B18800188 Truss TG01 Truss Type Hip Girder Qty 1 Ply 2 McKenzie 94 Westvale Job Reference (optional) I32593145 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:03:18 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-aKPYCyKsCy4VPWkOH3IudTCzCngyxMs9uA_n3xzezCN NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 287 lb down and 163 lb up at 3-9-12, 210 lb down and 75 lb up at 5-9-12, 210 lb down and 121 lb up at 7-9-12, 210 lb down and 176 lb up at 9-9-12, 210 lb down and 176 lb up at 11-9-12, 210 lb down and 176 lb up at 13-9-12, 210 lb down and 176 lb up at 15-9-12, 210 lb down and 176 lb up at 17-9-12, 210 lb down and 176 lb up at 19-9-12, 210 lb down and 176 lb up at 21-9-12, 210 lb down and 176 lb up at 23-9-12, 210 lb down and 176 lb up at 25-9-12, 210 lb down and 92 lb up at 27-9-12, 210 lb down and 92 lb up at 29-9-12, 210 lb down and 92 lb up at 31-9-12, 210 lb down and 92 lb up at 33-9-12, and 210 lb down and 92 lb up at 35-9-12, and 217 lb down and 87 lb up at 37-0-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-7=-60, 7-9=-60, 16-21=-20, 21-26=-60, 10-26=-20 Concentrated Loads (lb) Vert: 14=-210 15=-210 10=-217 17=-287(F) 18=-210 19=-210 20=-210 22=-210 23=-210 24=-210 25=-210 27=-210 28=-210 29=-210 30=-210 31=-210 32=-210 33=-210 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 B18800188 Truss TG02 Truss Type Roof Special Girder Qty 1 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593146 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:03:18 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-aKPYCyKsCy4VPWkOH3IudTCuZnh0xMM9uA_n3xzezCN Scale: 1/8"=1' 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 21 22 23 24 25 3x6 5x6 5x6 5x12 3x6 4x8 3x6 6x6 4x8 4x8 4x6 4x8 4x10 5x8 3x4 4x6 4x8 7-9-12 7-9-12 15-4-0 7-6-4 21-4-2 6-0-2 27-4-4 6-0-2 33-10-4 6-6-0 37-2-0 3-3-12 -0-10-8 0-10-8 7-9-12 7-9-12 15-4-0 7-6-4 21-4-2 6-0-2 27-4-4 6-0-2 33-10-4 6-6-0 37-2-0 3-3-12 38-0-8 0-10-8 1-4-43-4-1011-6-151-4-43-4-108.00 12 Plate Offsets (X,Y)-- [8:0-5-8,0-3-4], [9:0-2-14,0-2-0], [12:0-3-8,0-2-0], [13:0-3-8,0-2-0] 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) 0.97 0.60 0.84 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.20 -0.47 0.07 0.15 (loc) 13-15 13-15 11 13-15 l/defl >999 >933 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 233 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-7: 2x6 SP No.1 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud *Except* 4-16,5-16,6-16,8-13,2-19,9-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-13 oc purlins, except end verticals, and 2-0-0 oc purlins (2-1-4 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-16, 6-16, 7-15 REACTIONS.(lb/size) 19=1670/0-3-8, 11=1619/0-3-8 Max Horz 19=274(LC 4) Max Uplift19=-118(LC 5), 11=-331(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2142/123, 3-4=-1912/151, 4-5=-1736/238, 5-6=-1692/230, 6-7=-2627/270, 7-20=-3668/484, 20-21=-3666/484, 8-21=-3666/484, 8-9=-1881/409, 2-19=-1587/156, 9-11=-1600/355 BOT CHORD 18-19=-281/356, 18-22=-96/1679, 17-22=-96/1679, 16-17=-96/1679, 16-23=-65/2105, 15-23=-65/2105, 14-15=-381/3714, 13-14=-381/3714, 13-24=-263/1531, 24-25=-263/1531, 12-25=-263/1531 WEBS 4-16=-493/164, 5-16=-152/1391, 6-16=-1201/263, 6-15=-97/1049, 7-15=-1802/380, 7-13=-989/110, 8-13=-126/2374, 8-12=-322/31, 2-18=0/1349, 9-12=-289/1544 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 2 = 16% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 19=118, 11=331. 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. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 46 lb down and 59 lb up at 31-1-9, and 46 lb down and 59 lb up at 32-8-12, and 56 lb down and 46 lb up at 33-10-4 on top chord, and 4 lb down and 48 lb up at 31-1-9, and 4 lb down and 48 lb up at 32-8-12, and 3 lb down and 47 lb up at 33-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 2,2018 Job B18800188 Truss TG02 Truss Type Roof Special Girder Qty 1 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593146 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:03:18 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-aKPYCyKsCy4VPWkOH3IudTCuZnh0xMM9uA_n3xzezCN LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-5=-60, 5-7=-60, 7-8=-60, 8-9=-60, 9-10=-60, 18-19=-20, 18-22=-60, 22-23=-20, 15-23=-60, 11-15=-20 Concentrated Loads (lb) Vert: 12=2(B) 24=1(B) 25=1(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18800188 Truss TG03 Truss Type Half Hip Girder Qty 1 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593147 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:03:19 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-2XzxPILUzGCM1gJarmp79gkFPA8Tg?IJ6qkKcNzezCM Scale = 1:31.6 1 2 3 4 7 6 5 8 9 10 11 5x12 2x4 4x6 2x4 3x4 3x6 2-2-0 2-2-0 6-2-0 4-0-0 -0-10-8 0-10-8 2-2-0 2-2-0 6-2-0 4-0-0 1-8-43-8-73-10-43-8-712.00 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) 0.20 0.08 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) 5-6 5-6 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 38 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, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 5=307/Mechanical, 7=347/0-3-8 Max Horz 7=126(LC 5) Max Uplift5=-149(LC 5), 7=-114(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-331/120 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=149, 7=114. 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. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 44 lb down and 56 lb up at 2-2-0, and 51 lb down and 61 lb up at 3-0-12, and 52 lb down and 61 lb up at 5-0-12 on top chord, and 21 lb down and 50 lb up at 2-2-0, and 28 lb down and 14 lb up at 3-0-12, and 29 lb down and 13 lb up at 5-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 3=-7(B) 6=-9(B) 8=-34(B) 9=-35(B) 10=-19(B) 11=-19(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 2,2018 Job B18800188 Truss TG04 Truss Type Hip Girder Qty 1 Ply 2 McKenzie 94 Westvale Job Reference (optional) I32593148 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:03:20 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-WjXJdeM6kZKDfqumPUKMitHLRaNZPL4SLUTu8pzezCL Scale = 1:92.7 1 2 3 4 5 67 12 11 10 9 813 14 15 16 17 18 19 20 21 22 23 24 5x6 5x6 3x12 4x8 3x8 3x4 5x6 3x12 5x6 3x8 6-0-0 6-0-0 15-3-0 9-3-0 21-3-0 6-0-0 -1-2-8 1-2-8 6-0-0 6-0-0 10-7-8 4-7-8 15-3-0 4-7-8 21-3-0 6-0-0 22-5-8 1-2-8 7-0-1212-10-1013-0-127-0-1212-10-1012.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-15], [3:0-3-9,0-2-8], [5:0-3-9,0-2-8], [6:0-3-0,0-1-15] 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) 0.56 0.53 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.12 -0.24 -0.01 0.27 (loc) 9-11 9-11 8 9-11 l/defl >999 >999 n/a >942 L/d 360 240 n/a 240 PLATES MT20 Weight: 347 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF No.2 *Except* 2-12,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-11, 4-9 REACTIONS.(lb/size) 12=2215/0-3-8, 8=2215/0-3-8 Max Horz 12=370(LC 4) Max Uplift12=-2644(LC 5), 8=-2645(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1284/1527, 3-4=-819/1138, 4-5=-819/1138, 5-6=-1284/1527, 2-12=-2037/2166, 6-8=-2037/2166 BOT CHORD 12-13=-316/324, 13-14=-316/324, 14-15=-316/324, 11-15=-316/324, 11-16=-1144/874, 16-17=-1144/874, 10-17=-1144/874, 10-18=-1144/874, 18-19=-1144/874, 19-20=-1144/874, 20-21=-1144/874, 9-21=-1144/874 WEBS 3-11=-1005/600, 5-9=-1005/600, 2-11=-1589/1259, 6-9=-1589/1259 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) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=2644, 8=2645. 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. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 263 lb down and 984 lb up at 2-0-12, 226 lb down and 335 lb up at 4-0-12, 221 lb down and 454 lb up at 6-0-12, 199 lb down and 454 lb up at 8-0-12, 208 lb down and 389 lb up at 10-0-12, 208 lb down and 389 lb up at 11-2-4, 199 lb down and 454 lb up at 13-2-4, 221 lb down and 454 lb up at 15-2-4, and 226 lb down and 335 lb up at 17-2-4, and 263 lb down and 984 lb up at 19-2-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) StandardContinued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 2,2018 Job B18800188 Truss TG04 Truss Type Hip Girder Qty 1 Ply 2 McKenzie 94 Westvale Job Reference (optional) I32593148 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:03:20 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-WjXJdeM6kZKDfqumPUKMitHLRaNZPL4SLUTu8pzezCL LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 5-6=-60, 6-7=-60, 12-14=-60, 14-16=-20, 16-21=-60, 21-23=-20, 8-23=-60 Concentrated Loads (lb) Vert: 11=-221(F) 9=-221(F) 13=-218(F) 15=-226(F) 17=-199(F) 18=-208(F) 19=-208(F) 20=-199(F) 22=-226(F) 24=-218(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. Job B18800188 Truss TG05 Truss Type Piggyback Base Girder Qty 1 Ply 2 McKenzie 94 Westvale Job Reference (optional) I32593149 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:03:20 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-WjXJdeM6kZKDfqumPUKMitHNOaS3PK?SLUTu8pzezCL Scale = 1:93.3 1 2 3 4 5 6 7 8 15 1413 12 11 10 916 17 18 19 20 5x6 5x12 4x8 2x4 4x6 3x6 3x4 3x4 3x6 4x6 2x4 3x6 4-8-0 4-8-0 8-9-10 4-1-10 9-0-14 0-3-4 16-3-12 7-2-14 21-3-0 4-11-4 -1-2-8 1-2-8 4-8-0 4-8-0 8-9-10 4-1-10 9-0-14 0-3-4 16-3-12 7-2-14 21-3-0 4-11-4 22-5-8 1-2-8 7-0-1211-6-1012-0-07-0-1212-0-012.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-1-15], [4:0-6-0,0-1-12], [6:0-6-4,0-1-12] 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) 0.44 0.24 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.06 -0.00 0.06 (loc) 12-14 12-14 9 12-14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 382 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5: 2x6 SP No.1 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF No.2 *Except* 2-15,2-14,7-9,7-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4, 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 15=1912/0-3-8, 9=1450/0-3-8 Max Horz 15=-347(LC 3) Max Uplift15=-1802(LC 3), 9=-581(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1007/1008, 3-4=-885/728, 4-5=-654/492, 5-6=-888/731, 6-7=-817/471, 2-15=-1853/1578, 7-9=-1417/581 BOT CHORD 15-16=-279/300, 14-16=-279/300, 13-14=-802/652, 13-17=-802/652, 17-18=-802/652, 18-19=-802/652, 12-19=-802/652, 11-12=-774/887, 11-20=-322/502, 10-20=-322/502 WEBS 3-14=-688/309, 3-12=-150/719, 4-12=-268/60, 6-11=-863/763, 6-10=-463/536, 2-14=-1201/1184, 7-10=-476/854 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, 2x6 - 2 rows staggered 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) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=1802, 9=581. 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. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 234 lb down and 873 lb up at 2-8-12, 162 lb down and 425 lb up at 4-8-12, and 162 lb down and 425 lb up at 6-8-12, and 744 lb down and 580 lb up at 7-11-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 2,2018 Job B18800188 Truss TG05 Truss Type Piggyback Base Girder Qty 1 Ply 2 McKenzie 94 Westvale Job Reference (optional) I32593149 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:03:20 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-WjXJdeM6kZKDfqumPUKMitHNOaS3PK?SLUTu8pzezCL LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-5=-60, 5-6=-60, 6-7=-60, 7-8=-60, 14-15=-20, 14-18=-60, 18-20=-20, 10-20=-60, 9-10=-20 Concentrated Loads (lb) Vert: 14=-162(B) 16=-169(B) 17=-162(B) 19=-744(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18800188 Truss TG06 Truss Type Half Hip Girder Qty 1 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593150 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:03:21 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-_v5hq_NkUtT4H_TzzBrbF5qYM_pt8ryba8DRgFzezCK Scale = 1:77.3 12 3 4 7 6 5 2x4 4x6 2x4 3x4 4x8 3x6 3-0-0 3-0-0 5-0-0 2-0-0 -0-10-8 0-10-8 3-0-0 3-0-0 5-0-0 2-0-0 6-8-129-8-1212.00 12 Plate Offsets (X,Y)-- [3:0-6-8,0-2-0] 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) 0.42 0.14 0.34 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.02 (loc) 6 6-7 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 64 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF No.2 *Except* 2-7,2-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-5, 3-6, 3-5 REACTIONS.(lb/size) 5=189/Mechanical, 7=260/0-3-8 Max Horz 7=234(LC 5) Max Uplift5=-845(LC 5), 7=-349(LC 3) Max Grav 5=238(LC 9), 7=336(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-317/317 WEBS 3-6=-771/189, 3-5=-228/747, 2-6=-281/398 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=845, 7=349. 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. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 94 lb down and 60 lb up at 3-0-0 on top chord, and 198 lb down and 868 lb up at 3-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=-11(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 2,2018 Job B18800188 Truss TG07 Truss Type Hip Girder Qty 1 Ply 2 McKenzie 94 Westvale Job Reference (optional) I32593151 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:03:22 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-S6f31KOMFBbxu729WvMqnIMg6O3ftDKlpoy?CizezCJ Scale = 1:22.0 1 2 3 4 5 6 9 8 7 10 11 12 13 14 15 16 17 18 3x4 6x6 6x6 10x10 2x4 3x4 5x8 5x8 5-3-8 5-3-8 10-7-0 5-3-8 0-10-0 0-10-0 5-3-8 4-5-8 9-9-0 4-5-8 10-7-0 0-10-0 11-5-8 0-10-8 1-8-42-6-41-8-42-6-412.00 12 Plate Offsets (X,Y)-- [2:0-4-4,0-1-12], [4:0-4-4,0-1-12] 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) 0.62 0.56 0.59 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.07 -0.15 0.01 0.05 (loc) 8-9 7-8 7 7-8 l/defl >999 >805 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 116 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF No.2 *Except* 3-8,2-9,4-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-2-7 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 9=3754/0-3-8, 7=3532/0-3-8 Max Horz 9=-80(LC 3) Max Uplift9=-375(LC 3), 7=-517(LC 6) Max Grav 9=3755(LC 9), 7=3532(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-684/69, 2-10=-5315/563, 3-10=-5314/564, 3-11=-5314/564, 11-12=-5314/563, 4-12=-5315/563, 4-5=-717/191, 1-9=-538/53, 5-7=-653/190 BOT CHORD 9-13=-143/991, 13-14=-143/991, 14-15=-143/991, 8-15=-143/991, 8-16=-145/976, 16-17=-145/976, 17-18=-145/976, 7-18=-145/976 WEBS 2-8=-502/4785, 4-8=-474/4806, 2-9=-1829/294, 4-7=-1783/225 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 3-8 2x4 - 1 row at 0-7-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=375, 7=517. 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. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 77 lb down and 38 lb up at 0-10-0, 44 lb down and 28 lb up at 3-0-12, 44 lb down and 28 lb up at 5-0-12, 44 lb down and 28 lb up at 7-0-12, and 41 lb down and 28 lb up at 9-0-12, and 80 lb down and 36 lb up at 9-9-0 on top chord, and 2 lb down and 28 lb up at 0-10-0, 3 lb down and 24 lb up at 1-0-12, 1295 lb down and 61 lb up at 1-1-12, 3 lb down and 24 lb up at 3-0-12, 1295 lb down and 77 lb up at 3-1-12, 3 lb down and 24 lb up at 5-0-12, 1353 lb down and 77 lb up at 5-1-12, 3 lb down and 24 lb up at 7-0-12, 1287 lb down and 77 lb up at 7-1-12, 3 lb down and 24 lb up at 9-0-12, 1190 lb down and 239 lb up at 9-1-12, and 3 lb down and 24 lb up at 9-6-4, and 2 lb down and 28 lb up at 9-9-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 2,2018 Job B18800188 Truss TG07 Truss Type Hip Girder Qty 1 Ply 2 McKenzie 94 Westvale Job Reference (optional) I32593151 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:03:22 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-S6f31KOMFBbxu729WvMqnIMg6O3ftDKlpoy?CizezCJ LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-5=-60, 5-6=-60, 7-9=-20 Concentrated Loads (lb) Vert: 8=-1351(F=-1353, B=1) 13=6(B) 14=-1295(F) 15=-1293(F=-1295, B=1) 16=-1286(F=-1287, B=1) 17=-1188(F=-1190, B=1) 18=6(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18800188 Truss TG08 Truss Type Roof Special Girder Qty 1 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593152 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:03:22 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-S6f31KOMFBbxu729WvMqnIMcNO5gt72lpoy?CizezCJ Scale = 1:76.0 1 2 3 4 5 67 14 13 12 11 10 9 8 15 16 17 18 5x6 5x6 3x4 4x6 4x8 4x8 3x6 3x6 3x8 5x6 4x6 3x4 6x6 6-10-4 6-10-4 12-2-0 5-3-12 17-5-12 5-3-12 23-11-2 6-5-6 30-8-0 6-8-14 0-6-12 0-6-12 6-10-4 6-3-8 12-2-0 5-3-12 17-5-12 5-3-12 23-11-2 6-5-6 30-8-0 6-8-14 31-6-8 0-10-8 0-5-82-10-1010-1-121-4-42-10-108.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-1-8], [5:0-2-12,0-3-0], [6:0-3-0,0-1-12], [13:0-3-8,0-2-0] 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) 0.85 0.43 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.12 -0.30 0.04 0.10 (loc) 12-13 12-13 8 12-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 190 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 2-4: 2x6 SP No.1 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud *Except* 1-13,4-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-13 oc purlins, except end verticals, and 2-0-0 oc purlins (3-0-1 max.): 1-2. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-10, 5-10 REACTIONS.(lb/size) 14=1210/Mechanical, 8=1277/0-3-8 Max Horz 14=-264(LC 3) Max Uplift14=-217(LC 5), 8=-91(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-15=-2453/284, 15-16=-2452/284, 2-16=-2452/284, 2-3=-1859/172, 3-4=-1226/176, 4-5=-1261/179, 5-6=-1543/108, 1-14=-1120/185, 6-8=-1201/123 BOT CHORD 12-13=-299/2501, 11-12=-82/1471, 10-11=-82/1471, 9-10=0/1197 WEBS 1-13=-251/2544, 2-13=-845/116, 2-12=-1140/240, 3-12=-31/621, 3-10=-797/184, 4-10=-100/930, 5-10=-358/139, 6-9=0/989 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb) 14=217. 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. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 47 lb down and 44 lb up at 1-9-12, and 47 lb down and 44 lb up at 3-9-12 on top chord, and 5 lb down and 56 lb up at 1-9-12, and 5 lb down and 56 lb up at 3-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-6=-60, 6-7=-60, 8-14=-20 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 2,2018 Job B18800188 Truss TG08 Truss Type Roof Special Girder Qty 1 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593152 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:03:22 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-S6f31KOMFBbxu729WvMqnIMcNO5gt72lpoy?CizezCJ LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 17=2(B) 18=2(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18800188 Truss TG09 Truss Type Half Hip Girder Qty 2 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593153 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:03:23 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-wIDRFgO?0UjnWHdL4cu3KWvttoNNcndu1SiYl8zezCI Scale = 1:66.6 1 2 3 4 6 5 7 8 9 10 4x6 2x4 4x6 4x6 3x4 6-0-0 6-0-0 -1-2-8 1-2-8 2-0-0 2-0-0 6-0-0 4-0-0 7-0-128-10-109-0-128-10-1012.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.49 0.65 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 -0.00 0.21 (loc) 5-6 5-6 5 5-6 l/defl >999 >999 n/a >323 L/d 360 240 n/a 240 PLATES MT20 Weight: 59 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 2-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 8-4-10 oc bracing. WEBS 1 Row at midpt 4-5, 3-5, 3-6 REACTIONS.(lb/size) 5=269/Mechanical, 6=385/0-3-8 Max Horz 6=218(LC 5) Max Uplift5=-966(LC 5), 6=-938(LC 3) Max Grav 5=269(LC 11), 6=435(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-76/256, 2-6=-146/263 WEBS 3-6=-418/97 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=966, 6=938. 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. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 100 lb down and 9 lb up at 2-0-0, and 54 lb down and 9 lb up at 4-0-12 on top chord, and 247 lb down and 1056 lb up at 2-0-0, and 147 lb down and 628 lb up at 4-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 6-8=-20, 8-10=-60, 5-10=-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. March 2,2018 Job B18800188 Truss TG10 Truss Type Roof Special Girder Qty 1 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593154 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:03:23 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-wIDRFgO?0UjnWHdL4cu3KWvmOoQdcd2u1SiYl8zezCI Scale = 1:84.3 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 22 23 5x6 6x6 5x12 3x6 4x6 5x6 5x6 4x8 5x12 8x10 3x12 6x6 3x4 4x6 4x6 6-8-14 6-8-14 13-2-4 6-5-6 23-0-12 9-10-8 29-6-12 6-6-0 32-10-8 3-3-12 -0-10-8 0-10-8 6-8-14 6-8-14 13-2-4 6-5-6 18-1-8 4-11-4 23-0-12 4-11-4 29-6-12 6-6-0 32-10-8 3-3-12 33-9-0 0-10-8 1-4-43-4-1010-1-121-4-43-4-108.00 12 Plate Offsets (X,Y)-- [3:0-2-12,0-3-0], [7:0-5-8,0-3-4], [8:0-2-14,0-2-0], [11:0-3-8,0-1-8] 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) 0.90 0.51 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.26 -0.58 0.04 0.16 (loc) 12-14 12-14 10 12-14 l/defl >999 >672 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 202 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-6: 2x6 SP No.1 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud *Except* 4-14,5-14,5-12,7-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-7 oc purlins, except end verticals, and 2-0-0 oc purlins (2-5-6 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 5-14 REACTIONS.(lb/size) 17=1428/0-3-8, 10=1440/0-3-8 Max Horz 17=241(LC 4) Max Uplift17=-117(LC 5), 10=-325(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1748/148, 3-4=-1537/219, 4-5=-1496/212, 5-6=-4037/635, 6-18=-3169/442, 18-19=-3168/442, 7-19=-3167/442, 7-8=-1634/408, 2-17=-1339/151, 8-10=-1403/356 BOT CHORD 16-17=-239/295, 15-16=-94/1366, 14-15=-94/1366, 14-20=-96/1788, 20-21=-96/1788, 13-21=-96/1788, 12-13=-96/1788, 12-22=-264/1325, 22-23=-264/1325, 11-23=-264/1325 WEBS 3-14=-285/151, 4-14=-149/1253, 5-14=-995/284, 5-12=-458/2404, 6-12=-2559/482, 7-12=-78/2048, 7-11=-324/13, 2-16=-6/1141, 8-11=-290/1343 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=117, 10=325. 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. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 46 lb down and 59 lb up at 26-5-4, and 46 lb down and 59 lb up at 28-5-4, and 70 lb down and 47 lb up at 29-6-12 on top chord, and 4 lb down and 48 lb up at 26-5-4, and 4 lb down and 48 lb up at 28-5-4, and 4 lb down and 60 lb up at 29-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-6=-60, 6-7=-60, 7-8=-60, 8-9=-60, 17-20=-20, 20-21=-60, 10-21=-20 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 2,2018 Job B18800188 Truss TG10 Truss Type Roof Special Girder Qty 1 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593154 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:03:23 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-wIDRFgO?0UjnWHdL4cu3KWvmOoQdcd2u1SiYl8zezCI LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 11=2(F) 22=1(F) 23=1(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. Job B18800188 Truss TG11 Truss Type Roof Special Girder Qty 1 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593155 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:03:24 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-PUnpS?Pdnore8RCYeJPIsjSxLBm0L2l2G5R5HazezCH Scale = 1:61.4 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 5x12 3x6 5x6 6x6 3x4 4x6 5x6 4x8 3x6 3x6 3x6 3x6 5x6 4x6 3x4 4x10 4x6 3-9-0 3-9-0 9-8-12 5-11-12 15-6-12 5-10-0 21-6-8 5-11-12 27-0-12 5-6-4 32-10-8 5-9-12 -0-10-8 0-10-8 3-9-0 3-9-0 9-8-12 5-11-12 15-6-12 5-10-0 21-6-8 5-11-12 25-4-0 3-9-8 32-10-8 7-6-8 1-4-43-8-26-4-91-4-43-8-28.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [3:0-5-12,0-3-0], [16:0-3-8,0-2-0] 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) 0.95 0.50 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.20 -0.51 0.07 0.31 (loc) 12-14 12-14 10 12-14 l/defl >999 >763 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 177 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-8: 2x6 SP No.1 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-0-0 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 6-3-10 oc bracing. WEBS 1 Row at midpt 7-11 REACTIONS.(lb/size) 18=1363/0-3-8, 10=1301/0-3-8 Max Horz 18=160(LC 4) Max Uplift18=-702(LC 5), 10=-325(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1581/898, 3-19=-2706/1505, 19-20=-2707/1506, 20-21=-2707/1506, 4-21=-2709/1506, 4-22=-3249/1615, 22-23=-3249/1615, 5-23=-3249/1615, 5-24=-3249/1615, 6-24=-3249/1615, 6-25=-2891/1129, 25-26=-2890/1129, 7-26=-2890/1129, 7-8=-1163/367, 8-9=-1620/499, 2-18=-1329/725, 9-10=-1237/348 BOT CHORD 17-27=-736/1269, 27-28=-736/1269, 28-29=-736/1269, 16-29=-736/1269, 16-30=-1464/2707, 15-30=-1464/2707, 15-31=-1464/2707, 31-32=-1464/2707, 14-32=-1464/2707, 14-33=-1575/3249, 33-34=-1575/3249, 13-34=-1575/3249, 12-13=-1575/3249, 11-12=-1079/2876 WEBS 3-16=-860/1651, 4-16=-711/363, 4-14=-127/623, 6-12=-475/609, 7-12=-251/364, 7-11=-2276/1009, 8-11=-402/1138, 2-17=-745/1242, 9-11=-282/1038 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=702, 10=325. 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. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 67 lb down and 64 lb up at 3-9-0, 41 lb down and 66 lb up at 4-5-4, 46 lb down and 66 lb up at 6-5-4, 46 lb down and 66 lb up at 8-5-4, 46 lb down and 66 lb up at 10-5-4, 46 lb down and 66 lb up at 12-5-4, 46 lb down and 66 lb up at 14-5-4, and 46 lb down and 66 lb up at 16-5-4, and 46 lb down and 66 lb up at 17-8-12 on top chord, and 3 lb down and 52 lb up at 3-9-0, 4 lb down and 46 lb up at 4-5-4, 4 lb down and 46 lb up at 6-5-4, 4 lb down and 46 lb up at 8-5-4, 4 lb down and 46 lb up at 10-5-4, 4 lb down and 46 lb up at 12-5-4, 4 lb down and 46 lb up at 14-5-4, and 4 lb down and 46 lb up at 16-5-4, and 4 lb down and 46 lb up at 17-8-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) StandardContinued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 2,2018 Job B18800188 Truss TG11 Truss Type Roof Special Girder Qty 1 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593155 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:03:24 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-PUnpS?Pdnore8RCYeJPIsjSxLBm0L2l2G5R5HazezCH LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-7=-60, 7-8=-60, 8-9=-60, 10-18=-20 Concentrated Loads (lb) Vert: 17=1(B) 27=0(B) 28=0(B) 29=0(B) 30=0(B) 31=0(B) 32=0(B) 33=0(B) 34=0(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18800188 Truss TG12 Truss Type Half Hip Girder Qty 1 Ply 2 McKenzie 94 Westvale Job Reference (optional) I32593156 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:03:25 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-thLCgLQFY6zVlbmkC1wXPx_HEbAC4hVBVlBfp1zezCG Scale = 1:38.9 1 2 3 4 7 6 5 8 9 10 11 12 13 14 15 16 3x6 4x6 2x4 4x6 2x4 4x8 3x4 5-6-12 5-6-12 15-1-0 9-6-4 5-6-12 5-6-12 10-2-2 4-7-6 15-1-0 4-10-14 1-4-45-0-128.00 12 Plate Offsets (X,Y)-- [2:0-3-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.24 0.18 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.09 0.00 0.04 (loc) 5-6 5-6 5 5-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 161 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, and 2-0-0 oc purlins (6-0-0 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=767/0-3-8, 7=696/0-3-8 Max Horz 7=129(LC 5) Max Uplift5=-510(LC 4), 7=-300(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-825/444, 2-8=-612/410, 8-9=-611/409, 3-9=-611/409, 1-7=-665/334 BOT CHORD 6-12=-356/509, 12-13=-356/509, 13-14=-356/509, 14-15=-356/509, 15-16=-356/509, 5-16=-356/509 WEBS 3-6=-80/256, 3-5=-692/487, 1-6=-374/505 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) 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 exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=510, 7=300. 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. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 75 lb down and 137 lb up at 5-6-12, 50 lb down and 93 lb up at 6-5-4, 53 lb down and 93 lb up at 8-5-4, 53 lb down and 93 lb up at 10-5-4, and 53 lb down and 93 lb up at 12-5-4, and 47 lb down and 94 lb up at 14-5-4 on top chord, and 43 lb down and 65 lb up at 5-6-12, 21 lb down and 36 lb up at 6-5-4, 21 lb down and 36 lb up at 8-5-4, 21 lb down and 36 lb up at 10-5-4, and 21 lb down and 36 lb up at 12-5-4, and 31 lb down and 33 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: 1-2=-60, 2-4=-60, 5-7=-20 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 2,2018 Job B18800188 Truss TG12 Truss Type Half Hip Girder Qty 1 Ply 2 McKenzie 94 Westvale Job Reference (optional) I32593156 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:03:25 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-thLCgLQFY6zVlbmkC1wXPx_HEbAC4hVBVlBfp1zezCG LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 2=-51(B) 6=-25(B) 3=-23(B) 8=-23(B) 9=-23(B) 10=-23(B) 11=-38(B) 12=-14(B) 13=-14(B) 14=-14(B) 15=-14(B) 16=-19(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18800188 Truss V01 Truss Type Valley Qty 1 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593157 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:03:25 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-thLCgLQFY6zVlbmkC1wXPx_HRbAP4hZBVlBfp1zezCG Scale = 1:53.9 1 2 3 4 7 6 58 92x4 4x6 2x4 2x4 2x4 2x4 2x4 9-4-10 9-4-10 6-5-13 6-5-13 9-4-10 2-10-13 0-0-46-5-133-7-012.00 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 0.17 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 No.2 *Except* 3-4: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-4-6. (lb) - Max Horz 1=184(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6 except 7=-149(LC 6) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=401(LC 1), 7=333(LC 10) 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, 6 except (jt=lb) 7=149. 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. March 2,2018 Job B18800188 Truss V02 Truss Type Valley Qty 1 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593158 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:03:25 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-thLCgLQFY6zVlbmkC1wXPx_Dub6f4h4BVlBfp1zezCG Scale = 1:43.5 1 2 3 5 43x6 4x6 2x4 2x4 2x4 7-9-10 7-9-10 5-1-13 5-1-13 7-9-10 2-7-13 0-0-45-1-132-6-012.00 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) 0.45 0.41 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 1=170/7-9-6, 4=58/7-9-6, 5=356/7-9-6 Max Horz 1=139(LC 5) Max Uplift1=-35(LC 7), 4=-64(LC 4), 5=-61(LC 5) Max Grav 1=170(LC 1), 4=82(LC 11), 5=356(LC 1) 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, 4, 5. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "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. March 2,2018 Job B18800188 Truss V03 Truss Type Valley Qty 1 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593159 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:03:26 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-LtuathRtJP5MNlLwlkRmy8XS??VkpAfLjPwCMTzezCF Scale = 1:32.6 1 2 3 5 43x4 4x6 2x4 2x4 2x4 6-5-10 6-5-10 3-9-13 3-9-13 6-5-10 2-7-13 0-0-43-9-131-2-012.00 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 0.23 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=140/6-5-6, 4=102/6-5-6, 5=236/6-5-6 Max Horz 1=92(LC 5) Max Uplift1=-42(LC 7), 4=-53(LC 7), 5=-27(LC 5) Max Grav 1=140(LC 1), 4=112(LC 11), 5=236(LC 1) 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, 4, 5. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "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. March 2,2018 Job B18800188 Truss V04 Truss Type Valley Qty 1 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593160 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:03:26 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-LtuathRtJP5MNlLwlkRmy8XUM?YdpADLjPwCMTzezCF Scale = 1:14.3 1 2 3 4 6 5 2x4 5x6 5x6 2x4 2x4 2x4 0-0-4 0-0-4 1-10-2 1-9-14 4-11-9 3-1-7 1-10-2 1-10-2 3-1-7 1-3-5 4-11-9 1-10-2 0-0-41-8-51-10-20-0-41-8-512.00 12 Plate Offsets (X,Y)-- [2:0-3-9,0-2-8], [3:0-3-9,0-2-8] 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) 0.09 0.04 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-9 oc purlins, except 2-0-0 oc purlins: 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 4-11-1. (lb) - Max Horz 1=-34(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 4, 5, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 4, 5, 6 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 5, 6. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "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. March 2,2018 Job B18800188 Truss V05 Truss Type Valley Qty 1 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593161 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:03:26 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-LtuathRtJP5MNlLwlkRmy8XT7?XipAWLjPwCMTzezCF Scale = 1:19.0 1 2 3 2x4 2x4 2x4 2-6-12 2-6-12 0-0-42-6-1212.00 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) 0.17 0.10 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: 7 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 2-6-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=83/2-6-8, 3=83/2-6-8 Max Horz 1=62(LC 5) Max Uplift3=-24(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. March 2,2018 Job B18800188 Truss V06 Truss Type Valley Qty 1 Ply 1 McKenzie 94 Westvale Job Reference (optional) I32593162 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Mar 02 12:03:27 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:HzK3dBjUnrRQEu4pin6i5Nzf0L2-p3Sy51RV4jDD?vw7JSy?UM4g8PuKYdmUy3gluvzezCE Scale = 1:10.8 1 2 3 2x4 2x4 2x4 1-2-12 1-2-12 0-0-41-2-1212.00 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) 0.02 0.01 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: 3 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 1-2-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=29/1-2-8, 3=29/1-2-8 Max Horz 1=22(LC 5) Max Uplift3=-9(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. March 2,2018 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.