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HomeMy WebLinkAboutP_Truss_Engineering_180911_v2Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild West (Arlington, WA). Zhao, Xiaoming Pages or sheets covered by this seal: K5130879 thru K5130916 My license renewal date for the state of Washington is September 28, 2018. B1804189 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: Chelan Creek Lot 10 250 Klug Circle Corona, CA 92880 951-245-9525 MiTek USA, Inc. September 12,2018 Job B1804189 Truss A01 Truss Type California Girder Qty 1 Ply 2 Chelan Creek Lot 10 Job Reference (optional) K5130879 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 12 07:32:25 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:uG6fYvyU6MhgnPmMvWCeIayuA7r-rU7lYNWkmUKsUQkwx_1?sP83Xcz8pnANpT0xQzyeQoK Scale = 1:55.3 1 2 3 4 5 6 7 8 9 10 11 12 13 20 19 18 17 16 15 14 21 22 23 24 25 26 5x8 3x6 3x4 4x6 2x4 4x8 2x4 3x8 2x4 2x4 3x10 5x8 2x4 3x4 3x4 3x4 5-7-10 5-7-10 10-0-12 4-5-2 13-7-4 3-6-8 14-6-0 0-10-12 18-11-4 4-5-4 23-4-6 4-5-2 29-0-0 5-7-10 -1-6-0 1-6-0 5-7-10 5-7-10 6-0-7 0-4-13 10-0-12 4-0-5 13-7-4 3-6-8 14-6-0 0-10-12 18-11-4 4-5-4 22-11-9 4-0-5 23-4-6 0-4-13 29-0-0 5-7-10 30-6-0 1-6-0 0-4-74-0-44-4-120-4-74-0-48.00 12 Plate Offsets (X,Y)-- [2:0-3-7,Edge], [3:0-4-0,0-1-1], [10:0-4-0,0-1-1] LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.36 0.61 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.20 0.04 (loc) 17-19 17-19 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 309 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x6 DF No.2 WEBS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (5-4-12 max.): 3-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=2385/0-5-8, 12=1846/0-5-8 Max Horz 2=89(LC 7) Max Uplift2=-259(LC 8), 12=-109(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3760/501, 3-21=-4449/567, 5-21=-4449/567, 5-6=-4449/567, 6-7=-4460/504, 7-8=-3478/364, 8-9=-3478/364, 9-10=-3478/364, 10-12=-2835/239 BOT CHORD 2-22=-439/3052, 22-23=-439/3052, 20-23=-439/3052, 20-24=-443/3047, 24-25=-443/3047, 19-25=-443/3047, 19-26=-491/4460, 18-26=-491/4460, 17-18=-491/4460, 16-17=-468/4341, 15-16=-468/4341, 14-15=-145/2270, 12-14=-143/2275 WEBS 3-20=0/361, 3-19=-223/1893, 5-19=-518/220, 7-15=-1145/195, 9-15=-320/88, 10-15=-249/1657, 6-19=-389/347, 7-17=-168/620 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 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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 259 lb uplift at joint 2 and 109 lb uplift at joint 12. 9) "Semi-rigid pitchbreaks with fixed 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) 337 lb down and 261 lb up at 5-9-6, and 161 lb down and 131 lb up at 8-0-12, and 168 lb down and 140 lb up at 10-0-12 on top chord, and 67 lb down at 2-0-12, 67 lb down at 4-0-12, 67 lb down at 6-0-12, 67 lb down at 8-0-12, and 67 lb down at 10-0-12, and 854 lb down and 74 lb up at 11-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Continued on page 2 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. 250 Klug Circle Corona, CA 92880 September 12,2018 Job B1804189 Truss A01 Truss Type California Girder Qty 1 Ply 2 Chelan Creek Lot 10 Job Reference (optional) K5130879 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 12 07:32:25 2018 Page 2 ProBuild Arlington, Arlington,WA 98223 ID:uG6fYvyU6MhgnPmMvWCeIayuA7r-rU7lYNWkmUKsUQkwx_1?sP83Xcz8pnANpT0xQzyeQoK LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-20, 3-10=-70, 10-11=-20, 10-13=-70, 2-12=-16 Concentrated Loads (lb) Vert: 3=-266(B) 19=-30(B) 5=-136 21=-119 22=-30(B) 23=-30(B) 24=-30(B) 25=-30(B) 26=-854 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. 250 Klug Circle Corona, CA 92880 Job B1804189 Truss A01A Truss Type California Girder Qty 1 Ply 2 Chelan Creek Lot 10 Job Reference (optional) K5130880 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 12 07:32:27 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:uG6fYvyU6MhgnPmMvWCeIayuA7r-ntFWz2Y_I5aajkuI2P3TyqEPKQiWHhmfGnV2VryeQoI Scale = 1:55.3 1 2 3 4 5 6 7 8 9 10 11 12 13 20 19 18 17 16 15 14 21 22 23 24 25 26 27 5x8 3x6 3x4 4x6 2x4 4x8 2x4 3x8 2x4 2x4 4x8 5x8 2x4 3x4 3x4 3x4 5-7-10 5-7-10 10-0-12 4-5-2 13-7-4 3-6-8 14-6-0 0-10-12 18-11-4 4-5-4 23-4-6 4-5-2 29-0-0 5-7-10 -1-6-0 1-6-0 5-7-10 5-7-10 6-0-7 0-4-13 10-0-12 4-0-5 13-7-4 3-6-8 14-6-0 0-10-12 18-11-4 4-5-4 22-11-9 4-0-5 23-4-6 0-4-13 29-0-0 5-7-10 30-6-0 1-6-0 0-4-74-0-44-4-120-4-74-0-48.00 12 Plate Offsets (X,Y)-- [2:0-3-7,Edge], [3:0-4-0,0-1-1], [10:0-4-0,0-1-1] LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.34 0.42 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.20 0.04 (loc) 17 17 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 309 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x6 DF No.2 WEBS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (5-4-15 max.): 3-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=2386/0-5-8, 12=1975/0-5-8 Max Horz 2=89(LC 7) Max Uplift2=-301(LC 8), 12=-149(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3774/553, 3-21=-4411/642, 5-21=-4411/642, 5-22=-4411/642, 6-22=-4411/642, 6-7=-4927/629, 7-8=-3830/446, 8-9=-3830/446, 9-10=-3830/446, 10-12=-3069/295 BOT CHORD 2-23=-482/3063, 23-24=-482/3063, 20-24=-482/3063, 20-25=-486/3055, 25-26=-486/3055, 19-26=-486/3055, 19-27=-618/4914, 18-27=-618/4914, 17-18=-618/4914, 16-17=-586/4831, 15-16=-586/4831, 14-15=-191/2466, 12-14=-189/2471 WEBS 3-20=0/391, 3-19=-264/1832, 5-19=-551/255, 7-15=-1324/246, 9-15=-325/85, 10-15=-297/1862, 6-17=-88/345, 6-19=-725/0, 7-17=-244/507 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 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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 301 lb uplift at joint 2 and 149 lb uplift at joint 12. 9) "Semi-rigid pitchbreaks with fixed 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. Continued on page 2 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. 250 Klug Circle Corona, CA 92880 September 12,2018 Job B1804189 Truss A01A Truss Type California Girder Qty 1 Ply 2 Chelan Creek Lot 10 Job Reference (optional) K5130880 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 12 07:32:27 2018 Page 2 ProBuild Arlington, Arlington,WA 98223 ID:uG6fYvyU6MhgnPmMvWCeIayuA7r-ntFWz2Y_I5aajkuI2P3TyqEPKQiWHhmfGnV2VryeQoI NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 337 lb down and 261 lb up at 5-9-6, 161 lb down and 131 lb up at 8-0-12, and 165 lb down and 135 lb up at 10-0-12, and 166 lb down and 136 lb up at 12-0-12 on top chord, and 67 lb down at 2-0-12, 67 lb down at 4-0-12, 67 lb down at 6-0-12, 67 lb down at 8-0-12, 67 lb down at 10-0-12, and 67 lb down at 12-0-12, and 854 lb down and 74 lb up at 13-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-20, 3-10=-70, 10-11=-20, 10-13=-70, 2-12=-16 Concentrated Loads (lb) Vert: 3=-266(F) 19=-30(F) 5=-119 17=-854 21=-119 22=-119 23=-30(F) 24=-30(F) 25=-30(F) 26=-30(F) 27=-30(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. 250 Klug Circle Corona, CA 92880 Job B1804189 Truss A02 Truss Type California Qty 2 Ply 1 Chelan Creek Lot 10 Job Reference (optional) K5130881 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 12 07:32:28 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:uG6fYvyU6MhgnPmMvWCeIayuA7r-G3puAOYd3PiRLtTVc7aiU2mWZq1d0A?pVRFc1HyeQoH Scale = 1:54.4 1 2 3 4 5 6 7 8 9 10 11 15 14 13 12 16 5x12 MT20HS 5x12 MT20HS 3x6 3x6 3x8 2x4 2x4 3x8 3x8 2x4 3x6 7-7-10 7-7-10 14-6-0 6-10-6 21-4-6 6-10-6 29-0-0 7-7-10 -1-6-0 1-6-0 3-11-5 3-11-5 7-7-10 3-8-5 8-0-7 0-4-13 14-6-0 6-5-9 20-11-9 6-5-9 21-4-6 0-4-13 25-0-11 3-8-5 29-0-0 3-11-5 30-6-0 1-6-0 0-4-75-4-45-8-120-4-75-4-48.00 12 Plate Offsets (X,Y)-- [2:0-3-9,0-1-8], [4:0-7-4,0-1-1], [7:0-7-4,0-1-1], [10:0-3-9,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.63 0.49 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.19 0.08 (loc) 13 12-13 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 123 lb FT = 20% GRIP 185/148 139/111 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud *Except* 6-15,6-12: 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-4 oc purlins, except 2-0-0 oc purlins (4-1-7 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-15, 6-12 REACTIONS.(lb/size) 2=1353/0-5-8, 10=1353/0-5-8 Max Horz 2=113(LC 26) Max Uplift2=-69(LC 8), 10=-43(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1867/95, 3-4=-1684/91, 4-16=-1361/112, 6-16=-1361/112, 6-7=-1361/66, 7-9=-1684/58, 9-10=-1867/52 BOT CHORD 2-15=-111/1454, 14-15=-88/1790, 13-14=-88/1790, 12-13=-88/1790, 10-12=0/1454 WEBS 4-15=0/489, 6-15=-587/121, 6-12=-617/132, 7-12=0/489 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 69 lb uplift at joint 2 and 43 lb uplift at joint 10. 8) "Semi-rigid pitchbreaks with fixed 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) 69 lb down and 93 lb up at 7-9-6, and 95 lb down and 61 lb up at 10-0-12 on top 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: 1-4=-70, 4-5=-20, 4-7=-70, 7-8=-20, 7-11=-70, 2-10=-16 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. 250 Klug Circle Corona, CA 92880 September 12,2018 Job B1804189 Truss A03 Truss Type California Qty 2 Ply 1 Chelan Creek Lot 10 Job Reference (optional) K5130882 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 12 07:32:29 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:uG6fYvyU6MhgnPmMvWCeIayuA7r-kGNGOkZFqjqIz12hAq6x1FJlnELhlaEyk5_9ZkyeQoG Scale = 1:54.4 1 2 3 4 5 6 7 8 9 10 11 15 14 13 12 4x12 4x12 3x8 3x6 3x8 2x4 2x4 3x8 3x8 2x4 3x8 9-7-10 9-7-10 14-6-0 4-10-6 19-4-6 4-10-6 29-0-0 9-7-10 -1-6-0 1-6-0 4-11-5 4-11-5 9-7-10 4-8-5 10-0-7 0-4-13 14-6-0 4-5-9 18-11-9 4-5-9 19-4-6 0-4-13 24-0-11 4-8-5 29-0-0 4-11-5 30-6-0 1-6-0 0-4-76-8-47-0-120-4-76-8-48.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-14], [4:0-7-4,0-1-1], [7:0-7-4,0-1-1], [10:0-8-0,0-0-14] LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.35 0.63 0.42 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.38 0.07 (loc) 10-12 10-12 10 l/defl >999 >894 n/a L/d 240 180 n/a PLATES MT20 Weight: 130 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud *Except* 6-15,6-12: 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-0 oc purlins, except 2-0-0 oc purlins (4-10-12 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=1353/0-5-8, 10=1353/0-5-8 Max Horz 2=-136(LC 25) Max Uplift2=-51(LC 8), 10=-44(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1848/76, 3-4=-1573/64, 4-6=-1237/91, 6-7=-1237/81, 7-9=-1573/52, 9-10=-1848/65 BOT CHORD 2-15=-70/1443, 14-15=-14/1380, 13-14=-14/1380, 12-13=-14/1380, 10-12=0/1443 WEBS 3-15=-259/122, 4-15=0/460, 6-15=-318/121, 6-12=-348/118, 7-12=0/460, 9-12=-256/120 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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 51 lb uplift at joint 2 and 44 lb uplift at joint 10. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 71 lb down and 95 lb up at 9-9-6 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-70, 4-5=-20, 4-7=-70, 7-8=-20, 7-11=-70, 2-10=-16 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. 250 Klug Circle Corona, CA 92880 September 12,2018 Job B1804189 Truss A04 Truss Type California Qty 2 Ply 1 Chelan Creek Lot 10 Job Reference (optional) K5130883 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 12 07:32:30 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:uG6fYvyU6MhgnPmMvWCeIayuA7r-CSweb4atb0y9aBdtkYdAZTsvTdkGU1j6ylki5AyeQoF Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 11 12 17 16 15 14 1318 3x6 5x12 MT20HS 5x12 MT20HS 3x6 3x6 3x6 3x6 2x4 3x4 3x8 3x6 2x4 3x6 5-11-5 5-11-5 11-7-10 5-8-5 17-4-6 5-8-12 23-0-11 5-8-5 29-0-0 5-11-5 -1-6-0 1-6-0 5-11-5 5-11-5 11-7-10 5-8-5 12-0-7 0-4-13 16-11-9 4-11-2 17-4-6 0-4-13 23-0-11 5-8-5 29-0-0 5-11-5 30-6-0 1-6-0 0-4-78-0-48-4-120-4-78-0-48.00 12 Plate Offsets (X,Y)-- [2:0-3-9,0-1-8], [5:0-7-4,0-1-1], [7:0-7-4,0-1-1], [11:0-3-9,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.41 0.42 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.15 0.07 (loc) 14-16 14-16 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 132 lb FT = 20% GRIP 185/148 139/111 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud *Except* 5-16,5-14,7-14: 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-1 oc purlins, except 2-0-0 oc purlins (4-10-13 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-14 REACTIONS.(lb/size) 2=1353/0-5-8, 11=1353/0-5-8 Max Horz 2=160(LC 26) Max Uplift2=-58(LC 8), 11=-58(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1866/64, 3-4=-1439/68, 4-5=-1316/101, 5-7=-1108/118, 7-9=-1316/93, 9-10=-1439/61, 10-11=-1866/66 BOT CHORD 2-17=-68/1438, 16-17=-68/1438, 15-16=0/1108, 15-18=0/1108, 14-18=0/1108, 13-14=0/1438, 11-13=0/1438 WEBS 3-16=-406/113, 5-16=-10/394, 7-14=-12/354, 10-14=-403/113 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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 = 8.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 58 lb uplift at joint 2 and 58 lb uplift at joint 11. 8) "Semi-rigid pitchbreaks with fixed 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 93 lb up at 11-9-6 on top 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: 1-5=-70, 5-6=-20, 5-7=-70, 7-8=-20, 7-12=-70, 2-11=-16 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. 250 Klug Circle Corona, CA 92880 September 12,2018 Job B1804189 Truss A05 Truss Type California Qty 2 Ply 1 Chelan Creek Lot 10 Job Reference (optional) K5130884 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 12 07:32:31 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:uG6fYvyU6MhgnPmMvWCeIayuA7r-geU1oQbVMK40CLC4HF8P6gO1e12GDQWFBPTGecyeQoE Scale = 1:70.4 1 2 3 4 5 6 7 8 9 10 11 12 16 15 14 13 3x6 12x18 MT18H 7x10 MT18H 3x6 3x6 3x6 2x4 3x4 5x12 3x6 2x4 3x6 6-11-5 6-11-5 13-7-10 6-8-5 15-4-6 1-8-12 22-0-11 6-8-5 29-0-0 6-11-5 -1-6-0 1-6-0 6-11-5 6-11-5 13-7-10 6-8-5 14-0-7 0-4-13 14-11-9 0-11-2 15-4-6 0-4-13 22-0-11 6-8-5 29-0-0 6-11-5 30-6-0 1-6-0 0-4-79-4-49-8-120-4-79-4-48.00 12 Plate Offsets (X,Y)-- [2:0-3-9,0-1-8], [5:0-1-1,0-7-4], [7:0-5-4,0-1-1], [11:0-3-9,0-1-8], [14:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.58 0.50 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.16 0.07 (loc) 15 15-16 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18H Weight: 140 lb FT = 20% GRIP 185/148 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 *Except* 3-16,10-13: 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-13 oc purlins, except 2-0-0 oc purlins (4-10-15 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-14 REACTIONS.(lb/size) 2=1380/0-5-8, 11=1378/0-5-8 Max Horz 2=-187(LC 25) Max Uplift2=-57(LC 8), 11=-59(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1893/66, 3-4=-1357/83, 4-5=-1215/124, 5-7=-1032/135, 7-9=-1200/111, 9-10=-1345/72, 10-11=-1886/68 BOT CHORD 2-16=-72/1453, 15-16=-72/1453, 14-15=0/1005, 13-14=0/1446, 11-13=0/1446 WEBS 3-16=0/271, 3-15=-547/128, 5-15=-34/352, 5-14=-167/310, 7-14=-56/368, 10-14=-532/127, 10-13=0/275 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 57 lb uplift at joint 2 and 59 lb uplift at joint 11. 8) "Semi-rigid pitchbreaks with fixed 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) 87 lb down and 62 lb up at 13-9-6 on top 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: 1-5=-70, 5-6=-20, 5-7=-70, 7-8=-20, 7-12=-70, 2-11=-16 Continued on page 2 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. 250 Klug Circle Corona, CA 92880 September 12,2018 Job B1804189 Truss A05 Truss Type California Qty 2 Ply 1 Chelan Creek Lot 10 Job Reference (optional) K5130884 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 12 07:32:31 2018 Page 2 ProBuild Arlington, Arlington,WA 98223 ID:uG6fYvyU6MhgnPmMvWCeIayuA7r-geU1oQbVMK40CLC4HF8P6gO1e12GDQWFBPTGecyeQoE LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 5=-51(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. 250 Klug Circle Corona, CA 92880 Job B1804189 Truss A06 Truss Type Common Qty 2 Ply 1 Chelan Creek Lot 10 Job Reference (optional) K5130885 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 12 07:32:32 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:uG6fYvyU6MhgnPmMvWCeIayuA7r-8q2P0mb77eCtqVnGrzfefuxAERJayzrPQ3DpA3yeQoD Scale = 1:62.8 1 2 3 4 5 6 7 8 9 12 11 1013 14 15 16 17 18 3x6 4x6 3x6 3x6 3x6 3x4 2x4 3x4 2x4 3x6 9-9-10 9-9-10 19-2-6 9-4-12 29-0-0 9-9-10 -1-6-0 1-6-0 7-5-7 7-5-7 14-6-0 7-0-9 21-6-9 7-0-9 29-0-0 7-5-7 30-6-0 1-6-0 0-4-710-0-70-4-78.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-0-6], [8:0-6-0,0-0-6] LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.72 0.81 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.31 -0.43 0.06 (loc) 10-12 8-10 8 l/defl >999 >800 n/a L/d 240 180 n/a PLATES MT20 Weight: 116 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 *Except* 7-10,3-12: 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=1348/0-5-8, 8=1348/0-5-8 Max Horz 2=189(LC 7) Max Uplift2=-45(LC 8), 8=-45(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1805/58, 3-4=-1633/90, 4-5=-1504/132, 5-6=-1504/132, 6-7=-1633/90, 7-8=-1805/58 BOT CHORD 2-13=-66/1521, 13-14=-66/1521, 12-14=-66/1521, 12-15=0/991, 11-15=0/991, 11-16=0/991, 10-16=0/991, 10-17=0/1401, 17-18=0/1401, 8-18=0/1401 WEBS 5-10=-85/783, 7-10=-457/184, 5-12=-85/783, 3-12=-457/184 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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 = 8.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 45 lb uplift at joint 2 and 45 lb uplift at joint 8. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. 250 Klug Circle Corona, CA 92880 September 12,2018 Job B1804189 Truss A06HVAC Truss Type ATTIC Qty 4 Ply 1 Chelan Creek Lot 10 Job Reference (optional) K5130886 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 12 07:32:33 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:uG6fYvyU6MhgnPmMvWCeIayuA7r-c1cnD6cluxKkRfLSPgAtB5UN4rephPtYfjyNiVyeQoC Scale = 1:65.3 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 2021 22 23 4x6 4x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5-3-11 5-3-11 10-4-4 5-0-9 14-6-0 4-1-12 18-7-12 4-1-12 23-8-5 5-0-9 29-0-0 5-3-11 -1-6-0 1-6-0 5-3-11 5-3-11 10-4-4 5-0-9 10-4-8 0-0-4 14-6-0 4-1-8 18-7-8 4-1-8 18-7-12 0-0-4 23-8-5 5-0-9 29-0-0 5-3-11 30-6-0 1-6-0 0-4-710-0-70-4-78.00 12 Plate Offsets (X,Y)-- [2:0-3-9,0-1-8], [10:0-3-9,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.58 0.88 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.63 -0.67 0.06 (loc) 16-17 12-13 10 l/defl >548 >510 n/a L/d 240 180 n/a PLATES MT20 Weight: 144 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 DF 1800F 1.6E WEBS 2x4 HF Stud *Except* 5-7,5-16,7-13,19-20: 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 18 REACTIONS.(lb/size) 2=1423/0-5-8, 10=1423/0-5-8 Max Horz 2=189(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1992/0, 3-4=-1642/0, 4-5=-1538/0, 5-6=-391/55, 6-7=-391/55, 7-8=-1538/0, 8-9=-1642/0, 9-10=-1992/0 BOT CHORD 2-17=0/1546, 16-17=0/1546, 16-22=0/1269, 15-22=0/1269, 14-15=0/1269, 14-23=0/1269, 13-23=0/1269, 12-13=0/1546, 10-12=0/1546 WEBS 5-18=-1037/0, 7-18=-1037/0, 16-19=0/433, 5-19=0/462, 13-20=0/433, 7-20=0/462, 3-16=-479/164, 9-13=-479/165 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) 150.0lb AC unit load placed on the bottom chord, 14-6-0 from left end, supported at two points, 5-0-0 apart. 4) All plates are 3x6 MT20 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. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Attic room checked for L/360 deflection. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. 250 Klug Circle Corona, CA 92880 September 12,2018 Job B1804189 Truss B01 Truss Type Common Qty 4 Ply 1 Chelan Creek Lot 10 Job Reference (optional) K5130887 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 12 07:32:33 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:uG6fYvyU6MhgnPmMvWCeIayuA7r-c1cnD6cluxKkRfLSPgAtB5USjrjchSpYfjyNiVyeQoC Scale = 1:39.0 1 2 3 4 5 6 7 4x4 4x4 4x4 5x8 2x4 2x4 8-10-0 8-10-0 17-8-0 8-10-0 -1-6-0 1-6-0 4-7-7 4-7-7 8-10-0 4-2-9 13-0-9 4-2-9 17-8-0 4-7-7 0-4-76-3-20-4-78.00 12 Plate Offsets (X,Y)-- [7:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.29 0.57 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.23 0.02 (loc) 6-7 6-7 6 l/defl >999 >889 n/a L/d 240 180 n/a PLATES MT20 Weight: 66 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-11-10 oc bracing. REACTIONS.(lb/size) 6=741/Mechanical, 2=874/0-5-8 Max Horz 2=116(LC 7) Max Uplift6=-616(LC 30), 2=-637(LC 27) Max Grav 6=944(LC 25), 2=991(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1401/1046, 3-4=-870/541, 4-5=-875/548, 5-6=-1442/1080 BOT CHORD 2-7=-889/1265, 6-7=-860/1215 WEBS 4-7=-2/490, 5-7=-321/126, 3-7=-279/129 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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 616 lb uplift at joint 6 and 637 lb uplift at joint 2. 7) This truss has been designed for a total drag load of 100 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 17-8-0 for 100.0 plf. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. 250 Klug Circle Corona, CA 92880 September 12,2018 Job B1804189 Truss B02 Truss Type Common Structural Gable Qty 1 Ply 1 Chelan Creek Lot 10 Job Reference (optional) K5130888 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 12 07:32:34 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:uG6fYvyU6MhgnPmMvWCeIayuA7r-4DA9RRdNfFTb3owfzNh6kJ0dCF4XQvKhtNiwExyeQoB Scale = 1:39.3 1 2 3 4 5 6 7 11 9 810 4x4 3x6 3x6 3x8 8-10-0 8-10-0 12-2-0 3-4-0 17-8-0 5-6-0 -1-6-0 1-6-0 4-7-7 4-7-7 8-10-0 4-2-9 13-0-9 4-2-9 17-8-0 4-7-7 19-2-0 1-6-0 0-4-76-3-20-4-78.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-8], [6:0-2-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.30 0.46 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.26 0.02 (loc) 2-11 2-11 6 l/defl >999 >547 n/a L/d 240 180 n/a PLATES MT20 Weight: 88 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud OTHERS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-11-6 oc bracing. REACTIONS.All bearings 5-9-8 except (jt=length) 2=0-5-8, 10=0-3-8. (lb) - Max Horz 2=-122(LC 24) Max Uplift All uplift 100 lb or less at joint(s) 9, 10 except 2=-642(LC 27), 6=-656(LC 30) Max Grav All reactions 250 lb or less at joint(s) 9, 8, 10 except 2=975(LC 24), 6=918(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1413/1057, 3-4=-833/551, 4-5=-817/561, 5-6=-1459/1099 BOT CHORD 2-11=-886/1251, 10-11=-310/749, 9-10=-391/749, 8-9=-591/908, 6-8=-875/1163 WEBS 4-11=-14/418, 5-11=-291/128, 3-11=-285/127 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * 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) 9, 10 except (jt=lb) 2=642, 6=656. 9) This truss has been designed for a total drag load of 100 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 17-8-0 for 100.0 plf. 10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. 250 Klug Circle Corona, CA 92880 September 12,2018 Job B1804189 Truss C01 Truss Type Common Qty 2 Ply 1 Chelan Creek Lot 10 Job Reference (optional) K5130889 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 12 07:32:35 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:uG6fYvyU6MhgnPmMvWCeIayuA7r-YPkXene0QZbShyVrW5CLGWZpNeQJ9Mur61RTnNyeQoA Scale = 1:34.5 1 2 3 4 5 6 7 8 4x4 3x4 3x4 3x8 2x4 2x4 7-8-0 7-8-0 15-4-0 7-8-0 -1-6-0 1-6-0 4-0-7 4-0-7 7-8-0 3-7-9 11-3-9 3-7-9 15-4-0 4-0-7 16-10-0 1-6-0 0-4-75-5-130-4-78.00 12 Plate Offsets (X,Y)-- [2:0-0-11,0-0-4], [6:0-0-11,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.21 0.49 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.16 0.02 (loc) 2-8 2-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 60 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 2=761/0-5-8, 6=761/0-5-8 Max Horz 2=-108(LC 24) Max Uplift2=-560(LC 27), 6=-560(LC 30) Max Grav 2=867(LC 24), 6=867(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1254/909, 3-4=-747/466, 4-5=-747/466, 5-6=-1254/910 BOT CHORD 2-8=-688/1014, 6-8=-636/937 WEBS 4-8=0/396 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) 2=560, 6=560. 6) This truss has been designed for a total drag load of 100 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 15-4-0 for 100.0 plf. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. 250 Klug Circle Corona, CA 92880 September 12,2018 Job B1804189 Truss C02 Truss Type Common Qty 3 Ply 1 Chelan Creek Lot 10 Job Reference (optional) K5130890 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 12 07:32:36 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:uG6fYvyU6MhgnPmMvWCeIayuA7r-1cIws7feBsjJI6414okapk5z52mFupw_LhB1JqyeQo9 Scale = 1:34.1 1 2 3 4 5 6 7 4x4 3x4 3x4 3x8 2x4 2x4 7-8-0 7-8-0 15-4-0 7-8-0 -1-6-0 1-6-0 4-0-7 4-0-7 7-8-0 3-7-9 11-3-9 3-7-9 15-4-0 4-0-7 0-4-75-5-130-4-78.00 12 Plate Offsets (X,Y)-- [2:0-0-11,0-0-4], [6:0-0-11,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.21 0.51 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.18 0.02 (loc) 6-7 6-7 6 l/defl >999 >997 n/a L/d 240 180 n/a PLATES MT20 Weight: 58 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 6=640/Mechanical, 2=775/0-5-8 Max Horz 2=103(LC 21) Max Uplift6=-536(LC 30), 2=-558(LC 27) Max Grav 6=820(LC 25), 2=867(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1255/904, 3-4=-753/464, 4-5=-758/471, 5-6=-1248/896 BOT CHORD 2-7=-696/1004, 6-7=-677/968 WEBS 4-7=-8/432, 5-7=-280/129 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) 6=536, 2=558. 7) This truss has been designed for a total drag load of 100 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 15-4-0 for 100.0 plf. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. 250 Klug Circle Corona, CA 92880 September 12,2018 Job B1804189 Truss C03 Truss Type Common Supported Gable Qty 1 Ply 1 Chelan Creek Lot 10 Job Reference (optional) K5130891 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 12 07:32:37 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:uG6fYvyU6MhgnPmMvWCeIayuA7r-VosI3TfGyAr9wGfDeWFpMxe8tSAGdIm8aLwarGyeQo8 Scale = 1:33.8 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 4x4 3x4 3x4 15-4-0 15-4-0 -1-6-0 1-6-0 7-8-0 7-8-0 15-4-0 7-8-0 16-10-0 1-6-0 0-4-75-5-130-4-78.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.21 0.14 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.01 (loc) 11 11 15 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 66 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 OTHERS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 15-4-0. (lb) - Max Horz 2=108(LC 25) Max Uplift All uplift 100 lb or less at joint(s) 16, 17, 18, 14, 13, 12 except 2=-542(LC 19), 10=-539(LC 30) Max Grav All reactions 250 lb or less at joint(s) 15, 16, 17, 18, 14, 13, 12 except 2=608(LC 26), 10=608(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1017/984, 3-4=-790/766, 4-5=-538/535, 5-6=-286/320, 6-7=-275/313, 7-8=-499/509, 8-9=-752/732, 9-10=-988/950 BOT CHORD 2-18=-784/834, 17-18=-634/684, 16-17=-434/484, 15-16=-234/284, 14-15=-234/284, 13-14=-434/484, 12-13=-634/684, 10-12=-784/834 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 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) 16, 17, 18, 14, 13, 12 except (jt=lb) 2=542, 10=539. 10) This truss has been designed for a total drag load of 100 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 15-4-0 for 100.0 plf. 11) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. 250 Klug Circle Corona, CA 92880 September 12,2018 Job B1804189 Truss D01 Truss Type Roof Special Girder Qty 1 Ply 1 Chelan Creek Lot 10 Job Reference (optional) K5130892 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 12 07:32:38 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:uG6fYvyU6MhgnPmMvWCeIayuA7r-z_PgGpguiUz0YQEQCDm2u8B9vsQ5Mf0Ho?g7NiyeQo7 Scale = 1:26.0 1 2 3 4 5 6 9 8 7 10 11 12 13 14 15 16 17 18 5x8 2x4 3x6 2x4 2x4 4x12 3x8 5-7-10 5-7-10 9-6-14 3-11-4 13-8-0 4-1-2 -1-6-0 1-6-0 5-7-10 5-7-10 6-0-7 0-4-13 9-6-14 3-6-7 13-8-0 4-1-2 0-4-74-0-44-4-124-0-48.00 12 Plate Offsets (X,Y)-- [2:0-3-9,0-1-8], [3:0-4-0,0-1-1] LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.83 0.55 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.13 0.02 (loc) 2-9 2-9 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 60 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-7 oc purlins, except end verticals, and 2-0-0 oc purlins (5-5-9 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 7=1028/Mechanical, 2=1036/0-5-8 Max Horz 2=116(LC 24) Max Uplift7=-240(LC 5), 2=-162(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1274/246, 3-10=-859/234, 5-10=-859/234, 5-11=-859/234, 11-12=-859/234, 6-12=-859/234, 6-7=-981/266 BOT CHORD 2-13=-245/959, 13-14=-245/959, 9-14=-245/959, 9-15=-249/952, 15-16=-249/952, 8-16=-249/952 WEBS 3-9=0/378, 5-8=-601/256, 6-8=-290/1181 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) 7=240, 2=162. 8) "Semi-rigid pitchbreaks with fixed 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) 336 lb down and 262 lb up at 5-9-6, 161 lb down and 131 lb up at 8-0-12, and 166 lb down and 136 lb up at 10-0-12, and 166 lb down and 136 lb up at 12-0-12 on top chord, and 67 lb down at 2-0-12, 67 lb down at 4-0-12, 67 lb down at 6-0-12, 67 lb down at 8-0-12, and 67 lb down at 10-0-12, and 67 lb down at 12-0-12 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): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. 250 Klug Circle Corona, CA 92880 September 12,2018 Job B1804189 Truss D01 Truss Type Roof Special Girder Qty 1 Ply 1 Chelan Creek Lot 10 Job Reference (optional) K5130892 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 12 07:32:38 2018 Page 2 ProBuild Arlington, Arlington,WA 98223 ID:uG6fYvyU6MhgnPmMvWCeIayuA7r-z_PgGpguiUz0YQEQCDm2u8B9vsQ5Mf0Ho?g7NiyeQo7 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-70, 3-4=-20, 3-6=-70, 2-7=-16 Concentrated Loads (lb) Vert: 3=-266(F) 10=-119 11=-116 12=-116 13=-30(F) 14=-30(F) 15=-30(F) 16=-30(F) 17=-30(F) 18=-30(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. 250 Klug Circle Corona, CA 92880 Job B1804189 Truss D02 Truss Type Roof Special Qty 1 Ply 1 Chelan Creek Lot 10 Job Reference (optional) K5130893 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 12 07:32:39 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:uG6fYvyU6MhgnPmMvWCeIayuA7r-RBz2U9hWTn5t9apclxHHRMjK0GoB54QQ1fPhw9yeQo6 Scale = 1:32.4 1 2 3 4 5 7 6 8 9 5x8 2x4 3x4 3x4 2x4 7-7-10 7-7-10 13-8-0 6-0-6 -1-6-0 1-6-0 7-7-10 7-7-10 8-0-7 0-4-13 13-8-0 5-7-9 0-4-75-4-45-8-125-4-48.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-1-1] LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.87 0.43 0.56 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.19 0.01 (loc) 2-7 2-7 6 l/defl >999 >850 n/a L/d 240 180 n/a PLATES MT20 Weight: 58 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E *Except* 3-5: 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud *Except* 3-6: 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=567/Mechanical, 2=703/0-5-8 Max Horz 2=152(LC 7) Max Uplift6=-104(LC 5), 2=-66(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-615/47 BOT CHORD 2-7=-83/382, 6-7=-86/378 WEBS 3-7=0/301, 3-6=-504/84 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) 2 except (jt=lb) 6=104. 8) "Semi-rigid pitchbreaks with fixed 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) 68 lb down and 92 lb up at 7-9-6, and 97 lb down and 62 lb up at 10-0-12, and 97 lb down and 62 lb up at 12-0-12 on top 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: 1-3=-70, 3-4=-20, 3-5=-70, 2-6=-16 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. 250 Klug Circle Corona, CA 92880 September 12,2018 Job B1804189 Truss E01 Truss Type Common Supported Gable Qty 1 Ply 1 Chelan Creek Lot 10 Job Reference (optional) K5130894 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 12 07:32:40 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:uG6fYvyU6MhgnPmMvWCeIayuA7r-vNXQhVi8E5DknjOoJeoWzZGgdfDOqfqaGJ9ESbyeQo5 Scale = 1:28.5 1 2 3 4 5 6 7 8 9 14 13 12 11 10 4x4 3x4 3x4 12-4-0 12-4-0 -1-6-0 1-6-0 6-2-0 6-2-0 12-4-0 6-2-0 13-10-0 1-6-0 0-4-74-5-130-4-78.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.18 0.11 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.00 (loc) 9 9 12 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 50 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 OTHERS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 12-4-0. (lb) - Max Horz 2=-91(LC 24) Max Uplift All uplift 100 lb or less at joint(s) 13, 14, 11, 10 except 2=-431(LC 29), 8=-441(LC 30) Max Grav All reactions 250 lb or less at joint(s) 12, 13, 14, 11, 10 except 2=502(LC 40), 8=512(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-817/787, 3-4=-533/518, 4-5=-282/304, 5-6=-271/296, 6-7=-501/496, 7-8=-786/759 BOT CHORD 2-14=-623/665, 13-14=-428/470, 12-13=-228/270, 11-12=-228/270, 10-11=-428/470, 8-10=-623/665 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 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) 13, 14, 11, 10 except (jt=lb) 2=431, 8=441. 10) This truss has been designed for a total drag load of 100 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 12-4-0 for 100.0 plf. 11) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. 250 Klug Circle Corona, CA 92880 September 12,2018 Job B1804189 Truss F02 Truss Type Common Qty 3 Ply 1 Chelan Creek Lot 10 Job Reference (optional) K5130895 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 12 07:32:40 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:uG6fYvyU6MhgnPmMvWCeIayuA7r-vNXQhVi8E5DknjOoJeoWzZGZIfASqeiaGJ9ESbyeQo5 Scale = 1:28.9 1 2 3 4 5 6 4x4 3x4 3x4 2x4 6-9-12 6-9-12 12-0-0 5-2-4 -1-6-0 1-6-0 6-0-0 6-0-0 12-0-0 6-0-0 13-6-0 1-6-0 0-4-74-4-70-4-78.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.58 0.30 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.12 0.00 (loc) 2-6 2-6 4 l/defl >999 >682 n/a L/d 240 180 n/a PLATES MT20 Weight: 40 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF 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=444/0-5-8, 4=384/0-5-8, 6=407/0-5-8 Max Horz 2=89(LC 7) Max Uplift2=-49(LC 8), 4=-69(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-295/30 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) 2, 4. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. 250 Klug Circle Corona, CA 92880 September 12,2018 Job B1804189 Truss F03 Truss Type Common Qty 5 Ply 1 Chelan Creek Lot 10 Job Reference (optional) K5130896 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 12 07:32:41 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:uG6fYvyU6MhgnPmMvWCeIayuA7r-NZ5pvrim?PLbPtz?tMJlWnpkJ3WmZ5JjUzuo_1yeQo4 Scale = 1:27.9 1 2 3 4 56 4x4 3x4 3x4 2x4 6-0-0 6-0-0 12-0-0 6-0-0 -1-6-0 1-6-0 6-0-0 6-0-0 12-0-0 6-0-0 13-6-0 1-6-0 0-4-74-4-70-4-78.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.63 0.30 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.06 0.01 (loc) 4-6 4-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 40 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=617/0-5-8, 4=617/0-5-8 Max Horz 2=-89(LC 6) Max Uplift2=-32(LC 8), 4=-32(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-545/15, 3-4=-545/15 BOT CHORD 2-6=0/343, 4-6=0/343 WEBS 3-6=0/258 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) 2, 4. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. 250 Klug Circle Corona, CA 92880 September 12,2018 Job B1804189 Truss F04 Truss Type Common Supported Gable Qty 1 Ply 1 Chelan Creek Lot 10 Job Reference (optional) K5130897 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 12 07:32:41 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:uG6fYvyU6MhgnPmMvWCeIayuA7r-NZ5pvrim?PLbPtz?tMJlWnprh3azZ64jUzuo_1yeQo4 Scale = 1:27.9 1 2 3 4 5 6 7 8 9 14 13 12 11 10 4x4 3x4 3x4 12-0-0 12-0-0 -1-6-0 1-6-0 6-0-0 6-0-0 12-0-0 6-0-0 13-6-0 1-6-0 0-4-74-4-70-4-78.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.16 0.03 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.00 (loc) 9 9 8 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 48 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 OTHERS 2x4 HF 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 12-0-0. (lb) - Max Horz 2=-89(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 13, 14, 11, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 8, 12, 13, 14, 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 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 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, 8, 13, 14, 11, 10. 10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. 250 Klug Circle Corona, CA 92880 September 12,2018 Job B1804189 Truss G01 Truss Type Common Qty 1 Ply 1 Chelan Creek Lot 10 Job Reference (optional) K5130898 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 12 07:32:42 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:uG6fYvyU6MhgnPmMvWCeIayuA7r-rmfB6BjPmiTS01YBR3q_3_LvjTsyIXFtjdeLWTyeQo3 Scale = 1:29.1 1 2 3 4 6 5 4x4 3x6 4x4 3x4 2x4 6-9-12 6-9-12 11-4-0 4-6-4 -1-6-0 1-6-0 6-0-0 6-0-0 11-4-0 5-4-0 0-4-74-4-70-9-138.00 12 Plate Offsets (X,Y)-- [4:0-1-8,0-0-13] LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.59 0.30 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.12 0.00 (loc) 2-6 2-6 4 l/defl >999 >649 n/a L/d 240 180 n/a PLATES MT20 Weight: 42 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud SLIDER Right 2x6 DF No.2 2-11-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=233/Mechanical, 2=449/0-5-8, 6=394/0-5-8 Max Horz 2=83(LC 5) Max Uplift4=-37(LC 9), 2=-47(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-286/34 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) 4, 2. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. 250 Klug Circle Corona, CA 92880 September 12,2018 Job B1804189 Truss H01 Truss Type Monopitch Qty 1 Ply 1 Chelan Creek Lot 10 Job Reference (optional) K5130899 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 12 07:32:42 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:uG6fYvyU6MhgnPmMvWCeIayuA7r-rmfB6BjPmiTS01YBR3q_3_LwZTskIYytjdeLWTyeQo3 Scale = 1:28.8 1 2 3 4 2x4 2x4 2x4 6-0-0 6-0-0 -1-6-0 1-6-0 6-0-0 6-0-0 0-4-74-4-78.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.53 0.31 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.12 -0.00 (loc) 2-4 2-4 4 l/defl >999 >580 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=223/Mechanical, 2=382/0-5-8 Max Horz 2=118(LC 7) Max Uplift4=-32(LC 8), 2=-23(LC 8) Max Grav 4=228(LC 15), 2=382(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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, 2. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. 250 Klug Circle Corona, CA 92880 September 12,2018 Job B1804189 Truss HR01 Truss Type Corner Rafter Qty 2 Ply 1 Chelan Creek Lot 10 Job Reference (optional) K5130900 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 12 07:32:43 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:uG6fYvyU6MhgnPmMvWCeIayuA7r-KyDZKWk1X0bJeB6N_mMDbCu8wtFr1?B0yHNu3wyeQo2 Scale = 1:56.0 1 2 3 4 9 10 11 5 6 7 8 5x8 3x6 3x6 3x6 4x6 3x4 8-5-1 8-5-1 8-6-12 0-1-11 -2-1-7 2-1-7 8-5-1 8-5-1 11-4-11 2-11-10 14-2-10 2-9-15 17-0-9 2-9-15 19-10-8 2-9-15 20-5-5 0-6-13 0-4-710-0-20-4-149-4-05.66 12 Plate Offsets (X,Y)-- [2:0-2-8,Edge], [3:7-9-5,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.37 0.00 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.20 -0.01 (loc) 2-4 2-4 4 l/defl >685 >527 n/a L/d 240 180 n/a PLATES MT20 Weight: 47 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E 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 0-2-2 except (jt=length) 2=0-6-15, 4=0-4-4. (lb) - Max Horz 2=289(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 5, 6, 7, 8 except 4=-217(LC 8) Max Grav All reactions 250 lb or less at joint(s) 5, 6, 7, 8 except 2=448(LC 1), 4=464(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-10=-302/0 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) * 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. 3) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5, 6, 7, 8. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5, 6, 7, 8 except (jt=lb) 4=217. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4, 5, 6, 7, 8. 7) "Semi-rigid pitchbreaks with fixed 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) 43 lb down and 102 lb up at 2-9-8, 60 lb down and 14 lb up at 2-9-8, 86 lb down and 63 lb up at 5-7-7, 83 lb down and 59 lb up at 5-7-7, 118 lb down and 101 lb up at 8-5-6, 45 lb down and 32 lb up at 11-3-5, and 46 lb down and 33 lb up at 14-1-4, and 46 lb down and 33 lb up at 16-11-3 on top 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: 1-9=-70 Concentrated Loads (lb) Vert: 4=-81(F) 10=29(F) 11=-16(F=-1, B=-15) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. 250 Klug Circle Corona, CA 92880 September 12,2018 Job B1804189 Truss HR03 Truss Type Corner Rafter Qty 1 Ply 1 Chelan Creek Lot 10 Job Reference (optional) K5130901 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 12 07:32:44 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:uG6fYvyU6MhgnPmMvWCeIayuA7r-o8nxXslfIKjAGLhaYUtS8PRJqHb4mSRABx7SbMyeQo1 Scale = 1:40.6 1 2 3 4 7 8 5 6 5x8 3x6 3x6 3x6 4x6 3x4 8-5-1 8-5-1 8-5-11 0-0-10 -2-1-7 2-1-7 8-5-1 8-5-1 11-4-11 2-11-10 14-0-15 2-8-4 0-4-77-0-20-4-96-7-85.66 12 Plate Offsets (X,Y)-- [2:0-2-8,Edge], [3:7-6-11,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.36 0.00 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.19 -0.01 (loc) 2-4 2-4 6 l/defl >709 >547 n/a L/d 240 180 n/a PLATES MT20 Weight: 37 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E 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 0-2-2 except (jt=length) 6=Mechanical, 2=0-6-15. (lb) - Max Horz 2=207(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 6, 2, 5 except 4=-217(LC 8) Max Grav All reactions 250 lb or less at joint(s) 6, 5 except 2=445(LC 1), 4=464(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) * 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. 3) Refer to girder(s) for truss to truss connections. 4) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4, 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 2, 5 except (jt=lb) 4=217. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4, 5. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 43 lb down and 102 lb up at 2-9-8, 60 lb down and 14 lb up at 2-9-8, 86 lb down and 63 lb up at 5-7-7, 83 lb down and 59 lb up at 5-7-7, and 118 lb down and 101 lb up at 8-5-6, and 45 lb down and 32 lb up at 11-3-5 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) 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: 1-6=-70 Concentrated Loads (lb) Vert: 4=-81(F) 7=29(F) 8=-16(F=-1, B=-15) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. 250 Klug Circle Corona, CA 92880 September 12,2018 Job B1804189 Truss HR04 Truss Type Rafter Qty 2 Ply 1 Chelan Creek Lot 10 Job Reference (optional) K5130902 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 12 07:32:44 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:uG6fYvyU6MhgnPmMvWCeIayuA7r-o8nxXslfIKjAGLhaYUtS8PRJvHb4mSRABx7SbMyeQo1 Scale = 1:28.9 1 2 3 4 5 3x6 4x6 3x6 3x6 3x6 3x6 8-5-1 8-5-1 -2-1-7 2-1-7 8-5-1 8-5-1 0-4-74-4-20-0-113-11-85.66 12 Plate Offsets (X,Y)-- [2:0-2-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.35 0.00 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.18 -0.00 (loc) 2-3 2-3 3 l/defl >723 >558 n/a L/d 240 180 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E 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) 3=415/Mechanical, 2=444/0-6-15 Max Horz 2=129(LC 8) Max Uplift3=-196(LC 8), 2=-100(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) * 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. 3) Refer to girder(s) for truss to truss connections. 4) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 3=196. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 43 lb down and 102 lb up at 2-9-8, 60 lb down and 14 lb up at 2-9-8, 86 lb down and 63 lb up at 5-7-7, and 83 lb down and 59 lb up at 5-7-7, and 133 lb down and 91 lb up at 8-5-1 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) 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: 1-3=-70 Concentrated Loads (lb) Vert: 3=-133 4=29(B) 5=-16(F=-15, B=-1) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. 250 Klug Circle Corona, CA 92880 September 12,2018 Job B1804189 Truss S01 Truss Type Jack-Open Qty 5 Ply 1 Chelan Creek Lot 10 Job Reference (optional) K5130903 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 12 07:32:45 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:uG6fYvyU6MhgnPmMvWCeIayuA7r-GLKJkCmH3dr1tVGm6BOhgdzWsgpgVvhJPbs?7oyeQo0 Scale = 1:14.4 1 2 3 5 6 4 2x4 1-10-15 1-10-15 1-11-11 0-0-12 6-0-0 4-0-5 -1-6-0 1-6-0 1-11-11 1-11-11 6-0-0 4-0-5 0-4-71-8-40-3-88.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.21 0.55 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.13 -0.00 (loc) 2-4 2-4 3 l/defl >922 >512 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF 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) 3=-3/Mechanical, 2=288/0-5-8, 4=46/Mechanical Max Horz 2=59(LC 8) Max Uplift3=-11(LC 8), 2=-8(LC 8) Max Grav 3=10(LC 4), 2=288(LC 1), 4=103(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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, 2. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 6 lb down at 2-0-12, and 6 lb down at 4-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) 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: 1-3=-70, 2-4=-16 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. 250 Klug Circle Corona, CA 92880 September 12,2018 Job B1804189 Truss S02 Truss Type Jack-Open Qty 5 Ply 1 Chelan Creek Lot 10 Job Reference (optional) K5130904 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 12 07:32:45 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:uG6fYvyU6MhgnPmMvWCeIayuA7r-GLKJkCmH3dr1tVGm6BOhgdzWsgpgVvhJPbs?7oyeQo0 Scale = 1:20.8 1 2 3 42x4 3-10-15 3-10-15 3-11-11 0-0-12 6-0-0 2-0-5 -1-6-0 1-6-0 3-11-11 3-11-11 6-0-0 2-0-5 0-4-73-0-40-3-88.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.21 0.55 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.13 -0.00 (loc) 2-4 2-4 3 l/defl >922 >512 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF 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) 3=100/Mechanical, 2=324/0-5-8, 4=46/Mechanical Max Horz 2=96(LC 8) Max Uplift3=-48(LC 8), 2=-3(LC 8) Max Grav 3=101(LC 15), 2=324(LC 1), 4=103(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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, 2. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. 250 Klug Circle Corona, CA 92880 September 12,2018 Job B1804189 Truss S03 Truss Type Jack-Open Qty 3 Ply 1 Chelan Creek Lot 10 Job Reference (optional) K5130905 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 12 07:32:45 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:uG6fYvyU6MhgnPmMvWCeIayuA7r-GLKJkCmH3dr1tVGm6BOhgdzRagpgVvhJPbs?7oyeQo0 Scale = 1:27.7 1 2 3 42x4 5-11-11 5-11-11 6-0-0 0-0-5 -1-6-0 1-6-0 5-11-11 5-11-11 6-0-0 0-0-5 0-4-74-4-40-3-88.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.55 0.55 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.13 -0.00 (loc) 2-4 2-4 3 l/defl >922 >512 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF 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) 3=180/Mechanical, 2=384/0-5-8, 4=46/Mechanical Max Horz 2=133(LC 8) Max Uplift3=-78(LC 8), 2=-3(LC 8) Max Grav 3=180(LC 1), 2=384(LC 1), 4=103(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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, 2. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. 250 Klug Circle Corona, CA 92880 September 12,2018 Job B1804189 Truss S04 Truss Type Jack-Open Qty 3 Ply 1 Chelan Creek Lot 10 Job Reference (optional) K5130906 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 12 07:32:46 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:uG6fYvyU6MhgnPmMvWCeIayuA7r-kXuhyYmvqxzuVerygvvwDqWbU49vEMxSeEcZgFyeQo? Scale = 1:34.6 1 2 3 4 52x4 6-0-0 6-0-0 -1-6-0 1-6-0 6-0-0 6-0-0 7-11-11 1-11-11 0-4-75-8-40-5-35-3-15-8-48.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.60 0.55 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.13 -0.00 (loc) 2-5 2-5 4 l/defl >922 >512 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF 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 Mechanical except (jt=length) 2=0-5-8, 3=0-3-0. (lb) - Max Horz 2=170(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 4 except 3=-108(LC 8) Max Grav All reactions 250 lb or less at joint(s) 4, 5 except 2=391(LC 1), 3=251(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) 3=108. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. 250 Klug Circle Corona, CA 92880 September 12,2018 Job B1804189 Truss S05 Truss Type Jack-Open Qty 1 Ply 1 Chelan Creek Lot 10 Job Reference (optional) K5130907 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 12 07:32:46 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:uG6fYvyU6MhgnPmMvWCeIayuA7r-kXuhyYmvqxzuVerygvvwDqWZd49vEMxSeEcZgFyeQo? Scale = 1:39.0 1 2 3 4 52x4 6-0-0 6-0-0 6-0-0 6-0-0 9-11-11 3-11-11 0-4-77-0-40-5-36-7-17-0-48.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.72 0.55 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.13 -0.00 (loc) 1-5 1-5 4 l/defl >922 >512 n/a L/d 240 180 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF 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 Mechanical except (jt=length) 1=0-5-8, 2=0-3-0, 3=0-1-8. (lb) - Max Horz 1=184(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 4, 3 except 2=-116(LC 8) Max Grav All reactions 250 lb or less at joint(s) 4, 5, 3 except 1=252(LC 1), 2=274(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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 at joint(s) 3. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 3 except (jt=lb) 2=116. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 3. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. 250 Klug Circle Corona, CA 92880 September 12,2018 Job B1804189 Truss S06 Truss Type MONO TRUSS Qty 2 Ply 1 Chelan Creek Lot 10 Job Reference (optional) K5130908 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 12 07:32:47 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:uG6fYvyU6MhgnPmMvWCeIayuA7r-CjS49unXbF5l7oQ8DcQ9l23tXUXBzkIctuL6ChyeQo_ Scale = 1:27.5 1 2 3 5 4 6 7 3x4 2x4 3x8 3x8 4x4 3-2-3 3-2-3 6-0-0 2-9-13 3-2-3 3-2-3 6-0-0 2-9-13 0-4-74-4-78.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.14 0.42 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.00 (loc) 1-5 1-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x6 DF No.2 WEBS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=861/0-5-8, 4=870/0-5-8 Max Horz 1=105(LC 20) Max Uplift1=-20(LC 8), 4=-58(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1057/25 BOT CHORD 1-6=-51/833, 5-6=-51/833, 5-7=-51/833, 4-7=-51/833 WEBS 2-5=-6/1004, 2-4=-1057/87 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4. 5) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 624 lb down and 29 lb up at 2-0-12, and 624 lb down and 29 lb up at 4-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-16, 1-3=-70 Concentrated Loads (lb) Vert: 6=-624(F) 7=-624(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. 250 Klug Circle Corona, CA 92880 September 12,2018 Job B1804189 Truss S07 Truss Type Jack-Open Qty 4 Ply 1 Chelan Creek Lot 10 Job Reference (optional) K5130909 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 12 07:32:47 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:uG6fYvyU6MhgnPmMvWCeIayuA7r-CjS49unXbF5l7oQ8DcQ9l23t0UdyzpBctuL6ChyeQo_ Scale = 1:14.2 1 2 3 42x4 1-11-11 1-11-11 2-0-0 0-0-5 -1-6-0 1-6-0 1-11-11 1-11-11 2-0-0 0-0-5 0-4-71-8-40-3-88.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.17 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 2 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=234/0-5-8, 4=16/Mechanical, 3=23/Mechanical Max Horz 2=60(LC 8) Max Uplift2=-23(LC 8), 3=-15(LC 8) Max Grav 2=234(LC 1), 4=35(LC 3), 3=26(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) 2, 3. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. 250 Klug Circle Corona, CA 92880 September 12,2018 Job B1804189 Truss S08 Truss Type Jack-Open Qty 4 Ply 1 Chelan Creek Lot 10 Job Reference (optional) K5130910 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 12 07:32:48 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:uG6fYvyU6MhgnPmMvWCeIayuA7r-gv0SNEo9MYDcky?LnKxOIFb1CuzBiGRl5Y5fj7yeQnz Scale = 1:21.3 1 2 3 42x4 2-0-0 2-0-0 -1-6-0 1-6-0 2-0-0 2-0-0 3-11-11 1-11-11 0-4-73-0-40-5-32-7-13-0-48.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.20 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 2 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=114/Mechanical, 2=281/0-5-8, 4=16/Mechanical Max Horz 2=96(LC 8) Max Uplift3=-49(LC 8), 2=-20(LC 8) Max Grav 3=114(LC 1), 2=281(LC 1), 4=35(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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, 2. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. 250 Klug Circle Corona, CA 92880 September 12,2018 Job B1804189 Truss S09 Truss Type Jack-Open Qty 1 Ply 1 Chelan Creek Lot 10 Job Reference (optional) K5130911 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 12 07:32:48 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:uG6fYvyU6MhgnPmMvWCeIayuA7r-gv0SNEo9MYDcky?LnKxOIFbxzurNiGRl5Y5fj7yeQnz Scale = 1:41.5 1 2 3 4 5 62x4 6-0-0 6-0-0 -1-6-0 1-6-0 6-0-0 6-0-0 9-11-11 3-11-11 0-4-77-0-40-5-36-7-17-0-48.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.60 0.55 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.13 -0.00 (loc) 2-6 2-6 5 l/defl >922 >512 n/a L/d 240 180 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF 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 Mechanical except (jt=length) 2=0-5-8, 3=0-3-0, 4=0-1-8. (lb) - Max Horz 2=207(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 5, 4 except 3=-111(LC 8) Max Grav All reactions 250 lb or less at joint(s) 5, 6, 4 except 2=391(LC 1), 3=256(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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 at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4 except (jt=lb) 3=111. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3, 4. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. 250 Klug Circle Corona, CA 92880 September 12,2018 Job B1804189 Truss S10 Truss Type Jack-Open Qty 1 Ply 1 Chelan Creek Lot 10 Job Reference (optional) K5130912 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 12 07:32:48 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:uG6fYvyU6MhgnPmMvWCeIayuA7r-gv0SNEo9MYDcky?LnKxOIFbxzurNiGRl5Y5fj7yeQnz Scale: 1/4"=1' 1 2 4 3 5 6 7 8 3x6 2x4 6-0-0 6-0-0 -1-6-0 1-6-0 6-0-0 6-0-0 11-11-11 5-11-11 0-4-78-4-40-5-37-11-18-4-48.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.60 0.55 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.13 -0.00 (loc) 2-8 2-8 7 l/defl >922 >512 n/a L/d 240 180 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF 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 Mechanical except (jt=length) 2=0-5-8, 3=0-3-0, 5=0-1-8, 6=0-1-8. (lb) - Max Horz 2=244(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 7, 5, 6 except 3=-112(LC 8) Max Grav All reactions 250 lb or less at joint(s) 7, 8, 5, 6 except 2=391(LC 1), 3=256(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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 at joint(s) 5, 6. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5, 6 except (jt=lb) 3=112. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3, 5, 6. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. 250 Klug Circle Corona, CA 92880 September 12,2018 Job B1804189 Truss S11 Truss Type Jack-Open Qty 2 Ply 1 Chelan Creek Lot 10 Job Reference (optional) K5130913 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 12 07:32:49 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:uG6fYvyU6MhgnPmMvWCeIayuA7r-86aqaapo7sLSM6aXL1SdrT86zIBcRjgvKCqDFZyeQny Scale = 1:41.6 1 2 3 4 5 62x4 6-0-0 6-0-0 -1-6-0 1-6-0 6-0-0 6-0-0 10-0-0 4-0-0 0-4-77-0-70-5-36-7-47-0-78.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.59 0.55 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.13 -0.00 (loc) 2-6 2-6 5 l/defl >922 >512 n/a L/d 240 180 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF 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 Mechanical except (jt=length) 2=0-5-8, 3=0-1-8, 4=0-1-8. (lb) - Max Horz 2=207(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 5, 4 except 3=-111(LC 8) Max Grav All reactions 250 lb or less at joint(s) 5, 6, 4 except 2=389(LC 1), 3=256(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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 at joint(s) 3, 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4 except (jt=lb) 3=111. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3, 4. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. 250 Klug Circle Corona, CA 92880 September 12,2018 Job B1804189 Truss S12 Truss Type Jack-Open Qty 2 Ply 1 Chelan Creek Lot 10 Job Reference (optional) K5130914 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 12 07:32:49 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:uG6fYvyU6MhgnPmMvWCeIayuA7r-86aqaapo7sLSM6aXL1SdrT87HIBcRjgvKCqDFZyeQny Scale = 1:27.8 1 2 3 42x4 6-0-0 6-0-0 -1-6-0 1-6-0 6-0-0 6-0-0 0-4-74-4-78.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.57 0.55 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.13 -0.00 (loc) 2-4 2-4 3 l/defl >922 >512 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF 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) 3=183/0-0-6, 2=386/0-5-8, 4=46/Mechanical Max Horz 2=134(LC 8) Max Uplift3=-79(LC 8), 2=-4(LC 8) Max Grav 3=183(LC 1), 2=386(LC 1), 4=103(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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 at joint(s) 3. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. 250 Klug Circle Corona, CA 92880 September 12,2018 Job B1804189 Truss S13 Truss Type Jack-Open Qty 1 Ply 1 Chelan Creek Lot 10 Job Reference (optional) K5130915 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 12 07:32:50 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:uG6fYvyU6MhgnPmMvWCeIayuA7r-cI8CowpQuAUJ_G9jvk_sNghQvhefAAw2Zsamo0yeQnx Scale = 1:11.6 1 2 32x4 1-11-11 1-11-11 2-0-0 0-0-5 1-11-11 1-11-11 2-0-0 0-0-5 0-4-71-8-40-3-88.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.06 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 1 1-3 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=83/0-5-8, 3=16/Mechanical, 2=67/Mechanical Max Horz 1=38(LC 8) Max Uplift2=-28(LC 8) Max Grav 1=83(LC 1), 3=35(LC 3), 2=67(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) 2. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. 250 Klug Circle Corona, CA 92880 September 12,2018 Job B1804189 Truss S14 Truss Type Jack-Open Qty 1 Ply 1 Chelan Creek Lot 10 Job Reference (optional) K5130916 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Sep 12 07:32:50 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:uG6fYvyU6MhgnPmMvWCeIayuA7r-cI8CowpQuAUJ_G9jvk_sNghMNhefAAw2Zsamo0yeQnx Scale = 1:18.7 1 2 32x4 2-0-0 2-0-0 2-0-0 2-0-0 3-11-11 1-11-11 0-4-73-0-40-5-32-7-13-0-48.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.29 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 1 1-3 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=151/0-5-8, 2=135/Mechanical, 3=16/Mechanical Max Horz 1=74(LC 8) Max Uplift2=-56(LC 8) Max Grav 1=151(LC 1), 2=135(LC 1), 3=35(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) 2. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. 250 Klug Circle Corona, CA 92880 September 12,2018 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.