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HomeMy WebLinkAboutP_Truss_Engineering_181024_v2Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource (Arlington, WA). Pages or sheets covered by this seal: K5314595 thru K5314628 My license renewal date for the state of Washington is September 28, 2019. B1804592 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 13 250 Klug Circle Corona, CA 92880 951-245-9525 MiTek USA, Inc. October 24,2018 Zhao, Xiaoming Job B1804592 Truss A01 Truss Type Roof Special Girder Qty 1 Ply 2 Chelan creek lot 13 Job Reference (optional) K5314595 Run: 8.210 s Jul 6 2018 Print: 8.230 s Aug 28 2018 MiTek Industries, Inc. Wed Oct 24 15:06:54 2018 Page 1 Builders First Source, Arlington,WA 98223 ID:JvyEuJf7GjcxeGaemVEoQ5yiI9c-nYPv3QfCFVUAHX9m?cUHytUcen?5bSsy2OfIZdyQ8E? Scale = 1:53.8 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 21 22 23 24 25 26 4x4 4x12 4x4 4x6 3x4 4x6 2x4 3x4 4x8 2x4 2x4 4x8 2x4 2x4 4x12 3x4 6x6 3x8 4-1-4 7-9-10 11-6-0 16-4-9 19-6-12 21-1-7 26-0-0 30-0-0 1-6-0 30-0-0 -1-6-0 1-6-0 5-0-15 5-0-15 9-9-0 4-8-1 11-6-0 1-9-0 16-4-9 4-10-9 19-6-12 3-2-3 21-1-7 1-6-11 26-0-0 4-10-9 30-0-0 4-0-0 0-4-75-8-76-10-73-0-75-8-78.00 12 Plate Offsets (X,Y)-- [14:0-3-0,0-3-12] 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-SH 0.41 0.39 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.18 0.04 (loc) 15 15 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 386 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 end verticals, and 2-0-0 oc purlins (5-3-5 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=2224/0-5-8 (min. 0-1-13), 11=3380/Mechanical Max Horz 2=152(LC 26) Max Uplift 2=-123(LC 8), 11=-353(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3384/195, 3-4=-3184/256, 4-5=-2112/177, 5-6=-4275/405, 6-7=-4274/405, 7-8=-4555/456, 8-20=-2321/290, 20-21=-2322/290, 9-21=-2323/291, 9-22=-2739/313, 10-22=-2847/307, 10-11=-3226/353 BOT CHORD 2-19=-180/2704, 18-19=-191/2707, 17-18=-250/3408, 16-17=-249/3409, 15-16=-249/3409, 14-15=-411/4555, 14-23=-413/4218, 13-23=-413/4218, 13-24=-413/4218, 24-25=-413/4218, 12-25=-413/4218 WEBS 3-18=-284/133, 4-18=-215/2730, 5-18=-2853/278, 5-15=-185/1378, 6-15=-361/84, 8-13=0/369, 8-12=-2853/265, 9-12=0/887, 10-12=-272/2733, 7-14=-376/786, 7-15=-690/344, 8-14=0/1202 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) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 123 lb uplift at joint 2 and 353 lb uplift at joint 11. 10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 October 24,2018 Job B1804592 Truss A01 Truss Type Roof Special Girder Qty 1 Ply 2 Chelan creek lot 13 Job Reference (optional) K5314595 Run: 8.200 s Jul 6 2018 Print: 8.230 s Aug 28 2018 MiTek Industries, Inc. Wed Oct 24 15:06:55 2018 Page 2 Builders First Source, Arlington,WA 98223 ID:JvyEuJf7GjcxeGaemVEoQ5yiI9c-FkzHHlfq0pc1vgkzZK0WV51nOBKKKv65H2Or53yQ8E_ NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 236 lb down and 120 lb up at 21-11-4, 236 lb down and 120 lb up at 23-11-4, and 236 lb down and 122 lb up at 26-0-0, and 61 lb down and 14 lb up at 27-11-4 on top chord, and 1620 lb down and 106 lb up at 19-6-12, 312 lb down and 65 lb up at 19-11-4, 103 lb down at 21-11-4, 103 lb down at 23-11-4, and 103 lb down at 25-11-4, and 248 lb down and 13 lb up at 27-11-4 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: 1-4=-70, 4-5=-70, 5-9=-70, 9-10=-70, 2-11=-16 Concentrated Loads (lb) Vert: 9=-186(F) 12=-46(F) 14=-1620 20=-186(F) 21=-186(F) 22=-61(F) 23=-312 24=-46(F) 25=-46(F) 26=-248(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 B1804592 Truss A02 Truss Type Roof Special Girder Qty 1 Ply 2 Chelan creek lot 13 Job Reference (optional) K5314596 Run: 8.200 s Jul 6 2018 Print: 8.230 s Aug 28 2018 MiTek Industries, Inc. Wed Oct 24 15:06:56 2018 Page 1 Builders First Source, Arlington,WA 98223 ID:JvyEuJf7GjcxeGaemVEoQ5yiI9c-jxXfU5gSn7kuWqJ971Xl1IZxTbgZ3NWFWi8PcVyQ8Dz Scale = 1:54.7 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 1220 21 22 4x8 4x12 4x4 3x6 4x6 3x6 2x4 3x4 2x4 3x10 2x4 4x8 3x4 2x4 3x4 6x6 3x4 4-2-7 8-0-0 10-5-4 13-3-0 18-6-0 22-2-6 25-10-12 30-0-0 1-6-0 30-0-0 1-6-0 -1-6-0 1-6-0 4-2-7 4-2-7 8-0-0 3-9-9 10-5-4 2-5-4 13-3-0 2-9-12 18-6-0 5-3-0 20-3-0 1-9-0 24-11-1 4-8-1 30-0-0 5-0-15 31-6-0 1-6-0 0-4-75-8-76-10-70-4-75-8-78.00 12 Plate Offsets (X,Y)-- [4:0-5-12,0-2-0], [17:0-3-0,0-4-0] 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 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.39 0.39 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.20 0.05 (loc) 16 16 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 366 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 5-2-9 oc purlins, except 2-0-0 oc purlins (5-4-10 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=3302/0-5-8 (min. 0-2-11), 10=2262/0-5-8 (min. 0-1-14) Max Horz 2=133(LC 7) Max Uplift 2=-314(LC 8), 10=-139(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5200/512, 3-4=-4968/603, 4-5=-4703/542, 5-6=-4439/482, 6-7=-4439/482, 7-8=-2157/203, 8-9=-3249/296, 9-10=-3449/234 BOT CHORD 2-20=-436/4200, 19-20=-436/4200, 19-21=-436/4200, 18-21=-436/4200, 18-22=-442/4082, 17-22=-442/4082, 16-17=-460/4702, 15-16=-254/3493, 14-15=-254/3493, 13-14=-255/3492, 12-13=-152/2761, 10-12=-140/2757 WEBS 3-19=0/294, 3-18=-292/48, 4-18=-24/688, 6-16=-355/78, 7-16=-215/1448, 7-13=-2939/325, 8-13=-255/2800, 9-13=-286/135, 5-17=-404/642, 4-17=-80/1486, 5-16=-709/371 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 0-7-0 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 314 lb uplift at joint 2 and 139 lb uplift at joint 10. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 485 lb down and 256 lb up at 8-0-0 on top chord, and 103 lb down at 2-0-12, 103 lb down at 4-0-12, 103 lb down at 6-0-12, 298 lb down and 61 lb up at 8-0-12 , and 312 lb down and 65 lb up at 10-0-12, and 1620 lb down and 106 lb up at 10-5-4 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 October 24,2018 Job B1804592 Truss A02 Truss Type Roof Special Girder Qty 1 Ply 2 Chelan creek lot 13 Job Reference (optional) K5314596 Run: 8.200 s Jul 6 2018 Print: 8.230 s Aug 28 2018 MiTek Industries, Inc. Wed Oct 24 15:06:57 2018 Page 2 Builders First Source, Arlington,WA 98223 ID:JvyEuJf7GjcxeGaemVEoQ5yiI9c-B751iRh5YQsl8_uLgl2_aW66D?0ooqmOlMty8xyQ8Dy LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-70, 4-7=-70, 7-8=-70, 8-11=-70, 2-10=-16 Concentrated Loads (lb) Vert: 4=-415(F) 19=-46(F) 18=-298 17=-1620 20=-46(F) 21=-46(F) 22=-312 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 B1804592 Truss A03 Truss Type Hip Qty 1 Ply 1 Chelan creek lot 13 Job Reference (optional) K5314597 Run: 8.200 s Jul 6 2018 Print: 8.230 s Aug 28 2018 MiTek Industries, Inc. Wed Oct 24 15:06:57 2018 Page 1 Builders First Source, Arlington,WA 98223 ID:JvyEuJf7GjcxeGaemVEoQ5yiI9c-B751iRh5YQsl8_uLgl2_aW67X?x4owEOlMty8xyQ8Dy Scale = 1:53.8 1 2 3 4 5 6 7 8 9 12 11 1013 14 4x4 4x4 3x8 4x6 3x8 2x4 3x4 3x8 2x4 3x8 10-0-0 20-0-0 30-0-0 1-6-0 30-0-0 1-6-0 -1-6-0 1-6-0 5-2-7 5-2-7 10-0-0 4-9-9 15-0-0 5-0-0 20-0-0 5-0-0 24-9-9 4-9-9 30-0-0 5-2-7 31-6-0 1-6-0 0-4-77-0-70-4-77-0-78.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-14], [8:0-8-0,0-0-14] 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-SH 0.37 0.76 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.37 -0.49 0.08 (loc) 10-12 10-12 8 l/defl >961 >724 n/a L/d 240 180 n/a PLATES MT20 Weight: 127 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud *Except* 5-12,5-10: 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-9 oc purlins, except 2-0-0 oc purlins (4-9-5 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12, 5-10 REACTIONS.(lb/size) 2=1391/0-5-8 (min. 0-2-5), 8=1391/0-5-8 (min. 0-2-5) Max Horz 2=136(LC 7) Max Uplift 2=-22(LC 8), 8=-22(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1907/27, 3-4=-1603/14, 4-5=-1256/39, 5-6=-1256/39, 6-7=-1603/14, 7-8=-1907/27 BOT CHORD 2-12=-27/1488, 12-13=0/1392, 11-13=0/1392, 11-14=0/1392, 10-14=0/1392, 8-10=0/1488 WEBS 3-12=-300/126, 4-12=0/520, 5-12=-341/112, 5-10=-341/111, 6-10=0/520, 7-10=-300/126 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, with BCDL = 8.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 22 lb uplift at joint 2 and 22 lb uplift at joint 8. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 October 24,2018 Job B1804592 Truss A04 Truss Type Hip Qty 1 Ply 1 Chelan creek lot 13 Job Reference (optional) K5314598 Run: 8.200 s Jul 6 2018 Print: 8.230 s Aug 28 2018 MiTek Industries, Inc. Wed Oct 24 15:06:58 2018 Page 1 Builders First Source, Arlington,WA 98223 ID:JvyEuJf7GjcxeGaemVEoQ5yiI9c-fJeQvnijJk_cm8SYESZD6jfCuPIKXLMXz0dVhOyQ8Dx Scale = 1:52.9 1 2 3 4 5 6 7 12 11 10 9 813 4x6 6x6 3x8 3x8 3x6 3x8 2x4 2x4 3x8 2x4 3x10 10-0-0 17-0-0 24-0-0 30-0-0 1-6-0 30-0-0 -1-6-0 1-6-0 5-2-7 5-2-7 10-0-0 4-9-9 17-0-0 7-0-0 24-0-0 7-0-0 30-0-0 6-0-0 0-4-77-0-73-0-77-0-78.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-14], [4:0-3-12,0-2-0], [6:0-3-12,0-2-0] 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-SH 0.72 0.70 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.25 -0.46 0.06 (loc) 2-12 2-12 8 l/defl >999 >766 n/a L/d 240 180 n/a PLATES MT20 Weight: 137 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud *Except* 5-12,5-9: 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-4 oc purlins, except end verticals, and 2-0-0 oc purlins (4-0-14 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12, 5-9 REACTIONS.(lb/size) 2=1398/0-5-8 (min. 0-2-5), 8=1270/Mechanical Max Horz 2=157(LC 5) Max Uplift 2=-22(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1895/28, 3-4=-1614/21, 4-5=-1268/40, 5-6=-928/35, 6-7=-1221/24, 7-8=-1228/0 BOT CHORD 2-12=-100/1494, 11-12=-82/1426, 10-11=-82/1426, 10-13=-82/1426, 9-13=-82/1426 WEBS 3-12=-295/125, 4-12=0/488, 5-12=-370/116, 5-10=0/307, 5-9=-765/86, 6-9=0/295, 7-9=-20/971 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, with BCDL = 8.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 22 lb uplift at joint 2. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 October 24,2018 Job B1804592 Truss A05 Truss Type Hip Qty 1 Ply 1 Chelan creek lot 13 Job Reference (optional) K5314599 Run: 8.200 s Jul 6 2018 Print: 8.230 s Aug 28 2018 MiTek Industries, Inc. Wed Oct 24 15:06:59 2018 Page 1 Builders First Source, Arlington,WA 98223 ID:JvyEuJf7GjcxeGaemVEoQ5yiI9c-7WCo67iL426TNI1koA4SfxBP?oiWGmdhCgM3DqyQ8Dw Scale = 1:54.7 1 2 3 4 5 6 7 8 9 10 15 14 13 12 1116 3x6 4x8 4x6 3x6 3x6 3x6 3x6 2x4 3x4 3x8 3x6 2x4 3x6 6-2-7 12-0-0 18-0-0 23-9-9 30-0-0 1-6-0 30-0-0 1-6-0 -1-6-0 1-6-0 6-2-7 6-2-7 12-0-0 5-9-9 18-0-0 6-0-0 23-9-9 5-9-9 30-0-0 6-2-7 31-6-0 1-6-0 0-4-78-4-70-4-78-4-78.00 12 Plate Offsets (X,Y)-- [2:0-3-9,0-1-8], [5:0-5-8,0-1-12], [6:0-3-12,0-2-0], [9:0-3-9,0-1-8] 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-SH 0.63 0.44 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.16 0.07 (loc) 12-14 12-14 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 135 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud *Except* 5-14,5-12,6-12: 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-11 oc purlins, except 2-0-0 oc purlins (4-2-2 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12 REACTIONS.(lb/size) 2=1391/0-5-8 (min. 0-2-5), 9=1391/0-5-8 (min. 0-2-5) Max Horz 2=160(LC 7) Max Uplift 2=-34(LC 8), 9=-34(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1928/23, 3-4=-1467/17, 4-5=-1345/51, 5-6=-1124/74, 6-7=-1345/51, 7-8=-1467/16, 8-9=-1928/23 BOT CHORD 2-15=-32/1488, 14-15=-32/1488, 13-14=0/1123, 13-16=0/1123, 12-16=0/1123, 11-12=0/1488, 9-11=0/1488 WEBS 3-14=-458/116, 5-14=-11/424, 6-12=0/379, 8-12=-458/117 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, with BCDL = 8.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 34 lb uplift at joint 2 and 34 lb uplift at joint 9. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 October 24,2018 Job B1804592 Truss A06 Truss Type Hip Qty 1 Ply 1 Chelan creek lot 13 Job Reference (optional) K5314600 Run: 8.200 s Jul 6 2018 Print: 8.230 s Aug 28 2018 MiTek Industries, Inc. Wed Oct 24 15:07:00 2018 Page 1 Builders First Source, Arlington,WA 98223 ID:JvyEuJf7GjcxeGaemVEoQ5yiI9c-cimAKTjzrLEK?ScwMtbhC8kXkCy0?D_qRK6clGyQ8Dv Scale = 1:53.8 1 2 3 4 5 6 7 8 13 12 11 10 914 15 3x6 4x4 6x6 5x8 3x6 3x6 3x6 2x4 3x8 3x4 3x4 3x10 6-2-7 12-0-0 22-0-0 30-0-0 1-6-0 30-0-0 -1-6-0 1-6-0 6-2-7 6-2-7 12-0-0 5-9-9 17-0-0 5-0-0 22-0-0 5-0-0 30-0-0 8-0-0 0-4-78-4-73-0-78-4-78.00 12 Plate Offsets (X,Y)-- [2:0-3-9,0-1-8], [5:0-2-4,0-2-4], [7:0-3-12,0-2-0], [8:Edge,0-1-12] 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-SH 0.82 0.81 0.48 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.38 -0.56 0.05 (loc) 10-12 10-12 9 l/defl >925 >633 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 *Except* 7-8: 2x4 DF 1800F 1.6E BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 *Except* 3-13,3-12,8-9: 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-0-2 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-12, 6-10 REACTIONS.(lb/size) 2=1398/0-5-8 (min. 0-2-5), 9=1270/Mechanical Max Horz 2=180(LC 7) Max Uplift 2=-33(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1937/25, 3-4=-1486/11, 4-5=-1361/46, 5-6=-1139/70, 6-7=-954/54, 7-8=-1296/17, 8-9=-1216/16 BOT CHORD 2-13=-58/1497, 12-13=-58/1497, 11-12=-47/1149, 11-14=-47/1149, 14-15=-47/1149, 10-15=-47/1149 WEBS 3-12=-451/123, 5-12=0/434, 6-10=-473/107, 7-10=0/316, 8-10=0/919 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, with BCDL = 8.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 33 lb uplift at joint 2. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 October 24,2018 Job B1804592 Truss A07 Truss Type Hip Qty 1 Ply 1 Chelan creek lot 13 Job Reference (optional) K5314601 Run: 8.200 s Jul 6 2018 Print: 8.230 s Aug 28 2018 MiTek Industries, Inc. Wed Oct 24 15:07:01 2018 Page 1 Builders First Source, Arlington,WA 98223 ID:JvyEuJf7GjcxeGaemVEoQ5yiI9c-4uKYXpkbcfMBdbB7vb6wkMHkEcMqkkX_f_s9HjyQ8Du Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 3x6 4x8 4x6 3x6 3x6 3x6 3x6 2x4 3x4 3x8 3x6 2x4 3x6 7-2-7 14-0-0 16-0-0 22-9-9 30-0-0 1-6-0 30-0-0 1-6-0 -1-6-0 1-6-0 7-2-7 7-2-7 14-0-0 6-9-9 16-0-0 2-0-0 22-9-9 6-9-9 30-0-0 7-2-7 31-6-0 1-6-0 0-4-79-8-70-4-79-8-78.00 12 Plate Offsets (X,Y)-- [2:0-3-9,0-1-8], [5:0-5-12,0-2-0], [6:0-3-12,0-2-0], [9:0-3-9,0-1-8], [13:0-2-0,0-1-8] 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-SH 0.64 0.52 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.17 0.07 (loc) 14 14-15 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 143 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* 3-15,8-11: 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-5 oc purlins, except 2-0-0 oc purlins (5-4-9 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 5-12, 8-12 REACTIONS.(lb/size) 2=1391/0-5-8 (min. 0-2-5), 9=1391/0-5-8 (min. 0-2-5) Max Horz 2=-184(LC 6) Max Uplift 2=-42(LC 8), 9=-42(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1905/40, 3-4=-1343/45, 4-5=-1193/86, 5-6=-999/99, 6-7=-1195/86, 7-8=-1345/45, 8-9=-1904/41 BOT CHORD 2-15=-51/1461, 14-15=-51/1461, 13-14=0/996, 12-13=0/996, 11-12=0/1460, 9-11=0/1460 WEBS 3-15=0/282, 3-14=-581/135, 5-14=-33/383, 6-12=-35/389, 8-12=-577/135, 8-11=0/280 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 42 lb uplift at joint 2 and 42 lb uplift at joint 9. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 October 24,2018 Job B1804592 Truss A08 Truss Type Hip Qty 1 Ply 1 Chelan creek lot 13 Job Reference (optional) K5314602 Run: 8.200 s Jul 6 2018 Print: 8.230 s Aug 28 2018 MiTek Industries, Inc. Wed Oct 24 15:07:02 2018 Page 1 Builders First Source, Arlington,WA 98223 ID:JvyEuJf7GjcxeGaemVEoQ5yiI9c-Y5uwl9lDNzU2ElmJTIe9HZpvD0f6TBX7uebjq9yQ8Dt Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 14 13 12 11 10 3x6 4x8 4x4 3x6 3x6 3x6 3x6 2x4 3x4 3x8 3x6 2x4 3x6 7-2-7 14-0-0 16-0-0 22-9-9 30-0-0 1-6-0 30-0-0 -1-6-0 1-6-0 7-2-7 7-2-7 14-0-0 6-9-9 16-0-0 2-0-0 22-9-9 6-9-9 30-0-0 7-2-7 0-4-79-8-70-4-79-8-78.00 12 Plate Offsets (X,Y)-- [2:0-3-9,0-1-8], [5:0-5-12,0-2-0], [6:0-2-4,0-2-4], [9:0-3-9,0-1-8], [12:0-2-0,0-1-8] 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-SH 0.69 0.64 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.21 0.08 (loc) 9-10 9-10 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 141 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* 3-14,8-10: 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-13 oc purlins, except 2-0-0 oc purlins (5-4-3 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-13, 5-11, 8-11 REACTIONS.(lb/size) 2=1402/0-5-8 (min. 0-2-5), 9=1274/Mechanical Max Horz 2=177(LC 5) Max Uplift 2=-42(LC 8), 9=-22(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1924/40, 3-4=-1362/47, 4-5=-1212/88, 5-6=-1016/100, 6-7=-1215/86, 7-8=-1367/45, 8-9=-1958/48 BOT CHORD 2-14=-62/1477, 13-14=-62/1477, 12-13=0/1012, 11-12=0/1012, 10-11=0/1519, 9-10=0/1519 WEBS 3-14=0/282, 3-13=-581/135, 5-13=-33/388, 6-11=-36/398, 8-11=-626/142, 8-10=0/288 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 42 lb uplift at joint 2 and 22 lb uplift at joint 9. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 October 24,2018 Job B1804592 Truss A09 Truss Type Common Qty 2 Ply 1 Chelan creek lot 13 Job Reference (optional) K5314603 Run: 8.200 s Jul 6 2018 Print: 8.230 s Aug 28 2018 MiTek Industries, Inc. Wed Oct 24 15:07:02 2018 Page 1 Builders First Source, Arlington,WA 98223 ID:JvyEuJf7GjcxeGaemVEoQ5yiI9c-Y5uwl9lDNzU2ElmJTIe9HZpto0cKT9x7uebjq9yQ8Dt Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 12 11 1013 14 15 16 17 18 3x6 4x6 3x6 3x6 4x6 3x4 2x4 3x4 2x4 3x6 10-1-10 19-10-6 30-0-0 1-6-0 30-0-0 1-6-0 -1-6-0 1-6-0 7-8-7 7-8-7 15-0-0 7-3-9 22-3-9 7-3-9 30-0-0 7-8-7 31-6-0 1-6-0 0-4-710-4-70-4-78.00 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-SH 0.78 0.88 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.34 -0.49 0.07 (loc) 10-12 2-12 8 l/defl >999 >727 n/a L/d 240 180 n/a PLATES MT20 Weight: 120 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. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=1391/0-5-8 (min. 0-2-5), 8=1391/0-5-8 (min. 0-2-5) Max Horz 2=-195(LC 6) Max Uplift 2=-46(LC 8), 8=-46(LC 9) Max Grav 2=1398(LC 15), 8=1398(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1885/61, 3-4=-1707/93, 4-5=-1573/137, 5-6=-1573/137, 6-7=-1707/93, 7-8=-1885/61 BOT CHORD 2-13=-69/1589, 13-14=-69/1589, 12-14=-69/1589, 12-15=0/1034, 11-15=0/1034, 11-16=0/1034, 10-16=0/1034, 10-17=0/1465, 17-18=0/1465, 8-18=0/1465 WEBS 5-10=-88/821, 7-10=-475/191, 5-12=-88/821, 3-12=-475/191 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 46 lb uplift at joint 2 and 46 lb uplift at joint 8. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 October 24,2018 Job B1804592 Truss A10 Truss Type Common Qty 3 Ply 1 Chelan creek lot 13 Job Reference (optional) K5314604 Run: 8.200 s Jul 6 2018 Print: 8.230 s Aug 28 2018 MiTek Industries, Inc. Wed Oct 24 15:07:03 2018 Page 1 Builders First Source, Arlington,WA 98223 ID:JvyEuJf7GjcxeGaemVEoQ5yiI9c-0HSJyVmr8GdvsvLV1?9OpnM1IQxoCcsG7HLGMbyQ8Ds Scale = 1:63.0 1 2 3 4 5 6 7 8 11 10 912 13 14 15 16 17 3x6 4x6 3x6 3x6 3x6 3x4 2x4 3x4 2x4 3x6 10-1-10 19-10-6 30-0-0 1-6-0 30-0-0 -1-6-0 1-6-0 7-8-7 7-8-7 15-0-0 7-3-9 22-3-9 7-3-9 30-0-0 7-8-7 0-4-710-4-70-4-78.00 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-SH 0.86 0.93 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.34 -0.54 0.07 (loc) 9-11 8-9 8 l/defl >999 >657 n/a L/d 240 180 n/a PLATES MT20 Weight: 118 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* 7-9,3-11: 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS.(lb/size) 2=1402/0-5-8 (min. 0-2-5), 8=1274/Mechanical Max Horz 2=189(LC 7) Max Uplift 2=-46(LC 8), 8=-26(LC 9) Max Grav 2=1407(LC 15), 8=1294(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1900/61, 3-4=-1723/93, 4-5=-1589/137, 5-6=-1615/142, 6-7=-1751/98, 7-8=-1903/66 BOT CHORD 2-12=-80/1594, 12-13=-80/1594, 11-13=-80/1594, 11-14=0/1039, 10-14=0/1039, 10-15=0/1039, 9-15=0/1039, 9-16=0/1499, 16-17=0/1499, 8-17=0/1499 WEBS 5-9=-94/865, 7-9=-505/194, 5-11=-88/819, 3-11=-475/191 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 46 lb uplift at joint 2 and 26 lb uplift at joint 8. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 October 24,2018 Job B1804592 Truss A10HVAC Truss Type ATTIC Qty 4 Ply 1 Chelan creek lot 13 Job Reference (optional) K5314605 Run: 8.200 s Jul 6 2018 Print: 8.230 s Aug 28 2018 MiTek Industries, Inc. Wed Oct 24 15:07:04 2018 Page 1 Builders First Source, Arlington,WA 98223 ID:JvyEuJf7GjcxeGaemVEoQ5yiI9c-UT0hAqmUvalmU3whbjgdM_vGqpH6x1MQMx4qu1yQ8Dr Scale = 1:63.0 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 1920 21 22 4x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5-6-11 10-10-4 15-0-0 19-1-12 24-5-5 30-0-0 1-6-0 30-0-0 -1-6-0 1-6-0 5-6-11 5-6-11 10-10-4 5-3-9 11-1-8 0-3-4 15-0-0 3-10-8 18-10-8 3-10-8 19-1-12 0-3-4 24-5-5 5-3-9 30-0-0 5-6-11 0-4-710-4-70-4-78.00 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-SH 0.62 0.93 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.69 -0.75 0.06 (loc) 11-12 11-12 10 l/defl >510 >474 n/a L/d 240 180 n/a PLATES MT20 Weight: 147 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* 5-7,5-15,7-12,18-19: 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 15-16. JOINTS 1 Brace at Jt(s): 17, 20 REACTIONS.(lb/size) 2=1470/0-5-8 (min. 0-2-7), 10=1342/0-5-8 (min. 0-2-3) 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=-2068/0, 3-4=-1696/0, 4-5=-1591/0, 5-6=-316/58, 6-7=-314/57, 7-8=-1591/0, 8-9=-1698/0, 9-10=-2095/0 BOT CHORD 2-16=-0/1607, 15-16=-0/1607, 15-21=0/1318, 14-21=0/1318, 13-14=0/1318, 13-22=0/1318, 12-22=0/1318, 11-12=0/1634, 10-11=0/1634 WEBS 5-17=-1140/0, 7-17=-1140/0, 15-18=0/446, 5-18=0/474, 12-19=0/448, 7-19=0/476, 3-15=-507/168, 9-12=-537/176 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, 15-0-0 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) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Attic room checked for L/360 deflection. LOAD CASE(S) Standard Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 October 24,2018 Job B1804592 Truss B01 Truss Type Hip Girder Qty 1 Ply 3 Chelan creek lot 13 Job Reference (optional) K5314606 Run: 8.200 s Jul 6 2018 Print: 8.230 s Aug 28 2018 MiTek Industries, Inc. Wed Oct 24 15:07:12 2018 Page 1 Builders First Source, Arlington,WA 98223 ID:JvyEuJf7GjcxeGaemVEoQ5yiI9c-F0ViratV01ldRIXE3OpVhgEbR21PpWUbBB0FAayQ8Dj Scale = 1:46.8 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 4x12 7x10 MT18H 4x8 6x10 8x16 MT20HS8x8 5x8 8x8 4x8 3x8 2x4 5x12 3x10 6x10 5x12 4x8 3-7-8 7-8-6 11-7-7 15-6-9 19-5-10 23-6-8 27-2-0 27-2-0 1-6-0 3-7-8 3-7-8 7-8-6 4-0-14 11-7-7 3-11-2 15-6-9 3-11-2 19-5-10 3-11-2 23-6-8 4-0-14 27-2-0 3-7-8 28-8-0 1-6-0 0-4-72-9-70-4-72-9-78.00 12 Plate Offsets (X,Y)-- [1:0-2-15,0-1-13], [2:0-3-0,Edge], [3:0-3-8,0-2-8], [8:0-3-0,Edge], [9:0-2-13,0-1-15], [11:0-3-8,0-3-0], [14:0-6-8,0-0-0], [15:0-5-8,0-1-8], [16:0-3-8,0-4-4], [17:0-3-8,0-5-0] 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 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.71 0.84 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.38 -0.64 0.11 (loc) 13-15 13-15 9 l/defl >855 >499 n/a L/d 240 180 n/a PLATES MT20 MT20HS MT18H Weight: 500 lb FT = 20% GRIP 185/148 165/146 185/148 LUMBER- TOP CHORD 2x4 HF No.2 *Except* 2-6,6-8: 2x6 DF No.2 BOT CHORD 2x8 DF SS WEBS 2x4 HF No.2 *Except* 3-17,4-16,4-13,7-13,7-11: 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-8 oc purlins, except 2-0-0 oc purlins (4-6-4 max.): 2-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=9838/0-5-8 (min. 0-5-6), 9=7477/0-5-8 (min. 0-4-2) Max Horz 1=-53(LC 28) Max Uplift 1=-224(LC 5), 9=-136(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-15501/376, 2-18=-13364/326, 18-19=-13365/326, 3-19=-13366/326, 3-20=-22965/452, 20-21=-22965/452, 4-21=-22965/452, 4-22=-27944/50, 22-23=-27944/50, 23-24=-27944/50, 5-24=-27944/50, 5-25=-27944/50, 6-25=-27944/50, 6-26=-27944/50, 7-26=-27944/50, 7-27=-11026/234, 27-28=-11025/234, 8-28=-11024/234, 8-9=-12805/270 BOT CHORD 1-29=-317/12839, 29-30=-317/12839, 30-31=-317/12839, 17-31=-317/12839, 17-32=-450/22965, 32-33=-450/22965, 33-34=-450/22965, 16-34=-450/22965, 16-35=-325/28115, 35-36=-325/28115, 36-37=-325/28115, 37-38=-325/28115, 15-38=-325/28115, 14-15=-325/28115, 14-39=-325/28115, 39-40=-325/28115, 40-41=-325/28115, 13-41=-325/28115, 13-42=-321/22706, 42-43=-321/22706, 12-43=-321/22706, 12-44=-321/22706, 11-44=-321/22706, 11-45=-199/10594, 9-45=-199/10594 WEBS 2-17=-93/8262, 3-17=-11099/167, 3-16=0/5278, 4-16=-5944/0, 4-15=0/2646, 4-13=-639/323, 7-13=0/6044, 7-12=-118/3374, 7-11=-13486/138, 8-11=-34/6777 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-4-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 4 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; 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) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 October 24,2018 Job B1804592 Truss B01 Truss Type Hip Girder Qty 1 Ply 3 Chelan creek lot 13 Job Reference (optional) K5314606 Run: 8.200 s Jul 6 2018 Print: 8.230 s Aug 28 2018 MiTek Industries, Inc. Wed Oct 24 15:07:12 2018 Page 2 Builders First Source, Arlington,WA 98223 ID:JvyEuJf7GjcxeGaemVEoQ5yiI9c-F0ViratV01ldRIXE3OpVhgEbR21PpWUbBB0FAayQ8Dj NOTES- 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 224 lb uplift at joint 1 and 136 lb uplift at joint 9. 10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 94 lb down and 67 lb up at 3-7-8, 66 lb down and 49 lb up at 4-0-12, 70 lb down and 49 lb up at 6-0-12, 70 lb down and 49 lb up at 8-0-12, 70 lb down and 49 lb up at 10-0-12, 70 lb down and 49 lb up at 12-0-12, 70 lb down and 49 lb up at 13-7-0, 70 lb down and 49 lb up at 15-1-4, 70 lb down and 49 lb up at 17-1-4, 70 lb down and 49 lb up at 19-1-4, 70 lb down and 49 lb up at 21-1-4, and 66 lb down and 49 lb up at 23-1-4, and 94 lb down and 67 lb up at 23-6-8 on top chord, and 1259 lb down and 41 lb up at 1-1-4, 24 lb down at 2-0-12, 1258 lb down and 42 lb up at 3-1-4, 24 lb down at 4-0-12, 1258 lb down and 42 lb up at 5-1-4, 24 lb down at 6-0-12, 1258 lb down and 42 lb up at 7-1-4, 24 lb down at 8-0-12, 1258 lb down and 42 lb up at 9-1-4, 24 lb down at 10-0-12, 1258 lb down and 42 lb up at 11-1-4, 24 lb down at 12-0-12, 1258 lb down and 38 lb up at 13-1-4, 24 lb down at 13-7-0, 24 lb down at 15-1-4, 1254 lb down at 15-1-4, 24 lb down at 17-1-4, 1254 lb down at 17-1-4, 3203 lb down and 364 lb up at 19-0-8, 24 lb down at 19-1-4, 24 lb down at 21-1-4, and 24 lb down at 23-1-4, and 24 lb down at 25-1-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-70, 2-8=-70, 8-10=-70, 1-9=-16 Concentrated Loads (lb) Vert: 2=-36(B) 8=-36(B) 14=-11(B) 17=-11(B) 11=-11(B) 18=-15(B) 19=-15(B) 20=-15(B) 21=-15(B) 22=-15(B) 23=-15(B) 24=-15(B) 25=-15(B) 26=-15(B) 27=-15(B) 28=-15(B) 29=-1259(F) 30=-11(B) 31=-1258(F) 32=-1258(F) 33=-11(B) 34=-1258(F) 35=-11(B) 36=-1258(F) 37=-11(B) 38=-1258(F) 39=-1258(F) 40=-11(B) 41=-1265(F=-1254, B=-11) 42=-1265(F=-1254, B=-11) 43=-3214(F=-3203, B=-11) 44=-11(B) 45=-11(B) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 B1804592 Truss C01 Truss Type Common Qty 1 Ply 1 Chelan creek lot 13 Job Reference (optional) K5314607 Run: 8.200 s Jul 6 2018 Print: 8.230 s Aug 28 2018 MiTek Industries, Inc. Wed Oct 24 15:07:12 2018 Page 1 Builders First Source, Arlington,WA 98223 ID:JvyEuJf7GjcxeGaemVEoQ5yiI9c-F0ViratV01ldRIXE3OpVhgEil24_pi1bBB0FAayQ8Dj Scale = 1:42.4 1 2 3 4 5 6 7 8 4x4 3x6 5x8 2x4 2x4 3x6 9-9-0 19-6-0 1-6-0 19-6-0 1-6-0 -1-6-0 1-6-0 5-0-15 5-0-15 9-9-0 4-8-1 14-5-1 4-8-1 19-6-0 5-0-15 21-0-0 1-6-0 0-4-76-10-70-4-78.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-0-6], [6:0-6-0,0-0-6], [8:0-4-0,0-3-4] 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-SH 0.31 0.67 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.30 0.03 (loc) 2-8 2-8 6 l/defl >999 >759 n/a L/d 240 180 n/a PLATES MT20 Weight: 75 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 10-0-0 oc bracing. REACTIONS.(lb/size) 2=940/0-5-8 (min. 0-1-9), 6=940/0-5-8 (min. 0-1-9) Max Horz 2=-133(LC 6) Max Uplift 2=-37(LC 8), 6=-37(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1136/49, 3-4=-839/57, 4-5=-839/57, 5-6=-1136/49 BOT CHORD 2-8=-45/860, 6-8=0/860 WEBS 4-8=0/516, 5-8=-318/121, 3-8=-318/121 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 37 lb uplift at joint 2 and 37 lb uplift at joint 6. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 October 24,2018 Job B1804592 Truss C02 Truss Type Common Qty 6 Ply 1 Chelan creek lot 13 Job Reference (optional) K5314608 Run: 8.200 s Jul 6 2018 Print: 8.230 s Aug 28 2018 MiTek Industries, Inc. Wed Oct 24 15:07:13 2018 Page 1 Builders First Source, Arlington,WA 98223 ID:JvyEuJf7GjcxeGaemVEoQ5yiI9c-jC243vt7nLtU3R6Qc6KkDumsiSQoY9slQrmoj0yQ8Di Scale = 1:41.8 1 2 3 4 5 6 7 4x4 3x6 3x6 5x8 2x4 2x4 9-9-0 19-6-0 1-6-0 19-6-0 -1-6-0 1-6-0 5-0-15 5-0-15 9-9-0 4-8-1 14-5-1 4-8-1 19-6-0 5-0-15 0-4-76-10-70-4-78.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-0-6], [6:0-6-0,0-0-6], [7:0-4-0,0-3-4] 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-SH 0.36 0.70 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.34 0.03 (loc) 6-7 6-7 6 l/defl >999 >675 n/a L/d 240 180 n/a PLATES MT20 Weight: 73 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 4-9-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=821/Mechanical, 2=952/0-5-8 (min. 0-1-9) Max Horz 2=127(LC 5) Max Uplift 6=-16(LC 9), 2=-37(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1160/49, 3-4=-863/60, 4-5=-866/57, 5-6=-1164/56 BOT CHORD 2-7=-56/879, 6-7=0/915 WEBS 4-7=0/549, 5-7=-357/128, 3-7=-317/121 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 16 lb uplift at joint 6 and 37 lb uplift at joint 2. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 October 24,2018 Job B1804592 Truss C02D Truss Type Common Qty 2 Ply 1 Chelan creek lot 13 Job Reference (optional) K5314609 Run: 8.200 s Jul 6 2018 Print: 8.230 s Aug 28 2018 MiTek Industries, Inc. Wed Oct 24 15:07:14 2018 Page 1 Builders First Source, Arlington,WA 98223 ID:JvyEuJf7GjcxeGaemVEoQ5yiI9c-BOcTGFulYf?LgbhcAprzm5J1krlKHcLufVVLFSyQ8Dh Scale = 1:41.8 1 2 3 4 5 6 7 4x4 3x6 3x6 5x8 2x4 2x4 9-9-0 19-6-0 1-6-0 19-6-0 -1-6-0 1-6-0 5-0-15 5-0-15 9-9-0 4-8-1 14-5-1 4-8-1 19-6-0 5-0-15 0-4-76-10-70-4-78.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-8], [6:0-2-0,0-1-8], [7:0-4-0,0-3-4] 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-SH 0.34 0.68 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.31 0.03 (loc) 2-7 6-7 6 l/defl >999 >730 n/a L/d 240 180 n/a PLATES MT20 Weight: 73 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 4-4-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-7-6 oc bracing. REACTIONS.(lb/size) 6=813/0-5-8 (min. 0-1-11), 2=945/0-5-8 (min. 0-1-13) Max Horz 2=127(LC 26) Max Uplift 6=-681(LC 30), 2=-703(LC 27) Max Grav 6=1040(LC 25), 2=1088(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1562/1165, 3-4=-962/604, 4-5=-959/602, 5-6=-1579/1170 BOT CHORD 2-7=-992/1406, 6-7=-923/1304 WEBS 4-7=0/533, 5-7=-336/146, 3-7=-318/141 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 681 lb uplift at joint 6 and 703 lb uplift at joint 2. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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 19-6-0 for 100.0 plf. LOAD CASE(S) Standard Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 October 24,2018 Job B1804592 Truss C03 Truss Type Common Supported Gable Qty 2 Ply 1 Chelan creek lot 13 Job Reference (optional) K5314610 Run: 8.200 s Jul 6 2018 Print: 8.230 s Aug 28 2018 MiTek Industries, Inc. Wed Oct 24 15:07:15 2018 Page 1 Builders First Source, Arlington,WA 98223 ID:JvyEuJf7GjcxeGaemVEoQ5yiI9c-fbArTbvNJy7CIlGpkXMCJJsFIFE105X2u9FvnvyQ8Dg Scale = 1:43.1 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 4x4 3x4 3x6 3x4 19-6-0 1-6-0 19-6-0 1-6-0 -1-6-0 1-6-0 9-9-0 9-9-0 19-6-0 9-9-0 21-0-0 1-6-0 0-4-76-10-70-4-78.00 12 Plate Offsets (X,Y)-- [22:0-2-0,0-1-8] 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-SH 0.16 0.07 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.00 (loc) 13 13 12 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 90 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 19-6-0. (lb) - Max Horz 2=-133(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 2, 19, 20, 21, 23, 17, 16, 15, 14 Max Grav All reactions 250 lb or less at joint(s) 2, 18, 19, 20, 21, 23, 17, 16, 15, 14, 12 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 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, 19, 20, 21, 23, 17, 16, 15, 14. 10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 October 24,2018 Job B1804592 Truss D01 Truss Type Common Qty 2 Ply 1 Chelan creek lot 13 Job Reference (optional) K5314611 Run: 8.200 s Jul 6 2018 Print: 8.230 s Aug 28 2018 MiTek Industries, Inc. Wed Oct 24 15:07:16 2018 Page 1 Builders First Source, Arlington,WA 98223 ID:JvyEuJf7GjcxeGaemVEoQ5yiI9c-8nkDhxw?4GF3wvr?IEuRrWOKCfXIlYCB6p_SJLyQ8Df Scale = 1:26.5 1 2 3 4 56 4x4 3x4 3x4 2x4 5-8-0 11-4-0 1-6-0 11-4-0 1-6-0 -1-6-0 1-6-0 5-8-0 5-8-0 11-4-0 5-8-0 12-10-0 1-6-0 0-4-74-1-130-4-78.00 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-P 0.53 0.26 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.05 0.01 (loc) 2-6 2-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 38 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=589/0-5-8 (min. 0-1-8), 4=589/0-5-8 (min. 0-1-8) Max Horz 2=-85(LC 6) Max Uplift 2=-31(LC 8), 4=-31(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-511/14, 3-4=-511/14 BOT CHORD 2-6=0/319, 4-6=0/319 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) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 October 24,2018 Job B1804592 Truss D02 Truss Type Common Supported Gable Qty 1 Ply 1 Chelan creek lot 13 Job Reference (optional) K5314612 Run: 8.200 s Jul 6 2018 Print: 8.230 s Aug 28 2018 MiTek Industries, Inc. Wed Oct 24 15:07:16 2018 Page 1 Builders First Source, Arlington,WA 98223 ID:JvyEuJf7GjcxeGaemVEoQ5yiI9c-8nkDhxw?4GF3wvr?IEuRrWOQ2fb4lZvB6p_SJLyQ8Df Scale = 1:26.5 1 2 3 4 5 6 7 8 9 14 13 12 11 10 4x4 3x4 3x4 11-4-0 1-6-0 11-4-0 1-6-0 -1-6-0 1-6-0 5-8-0 5-8-0 11-4-0 5-8-0 12-10-0 1-6-0 0-4-74-1-130-4-78.00 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-P 0.16 0.02 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: 45 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 11-4-0. (lb) - Max Horz 2=85(LC 7) 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) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 October 24,2018 Job B1804592 Truss D03 Truss Type Common Qty 2 Ply 1 Chelan creek lot 13 Job Reference (optional) K5314613 Run: 8.200 s Jul 6 2018 Print: 8.230 s Aug 28 2018 MiTek Industries, Inc. Wed Oct 24 15:07:17 2018 Page 1 Builders First Source, Arlington,WA 98223 ID:JvyEuJf7GjcxeGaemVEoQ5yiI9c-czIbuHwdraNvX3PBryPgOkxV03uwU?XKLTk0snyQ8De Scale = 1:26.2 1 2 3 4 5 6 4x4 3x8 3x4 3x4 2x4 5-8-0 10-6-0 1-6-0 10-6-0 -1-6-0 1-6-0 5-8-0 5-8-0 10-6-0 4-10-0 0-4-74-1-130-11-28.00 12 Plate Offsets (X,Y)-- [5:0-5-15,0-0-6] 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-P 0.53 0.24 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.05 0.01 (loc) 2-6 2-6 5 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 SLIDER Right 2x6 DF No.2 2-11-11 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) 5=431/Mechanical, 2=573/0-5-8 (min. 0-1-8) Max Horz 2=79(LC 7) Max Uplift 5=-5(LC 9), 2=-32(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-483/20, 3-4=-356/18, 4-5=-470/3 BOT CHORD 2-6=0/296, 5-6=0/296 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) 5, 2. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 October 24,2018 Job B1804592 Truss HR01 Truss Type Corner Rafter Qty 1 Ply 1 Chelan creek lot 13 Job Reference (optional) K5314614 Run: 8.200 s Jul 6 2018 Print: 8.230 s Aug 28 2018 MiTek Industries, Inc. Wed Oct 24 15:07:18 2018 Page 1 Builders First Source, Arlington,WA 98223 ID:JvyEuJf7GjcxeGaemVEoQ5yiI9c-4Asz6dxGbtWm9D_OPfwvwxUelTHtDT0Ua7TZOEyQ8Dd Scale: 3/8"=1' 1 2 3 4 5 6 6x10 5x8 3x8 3x8 3x8 3x8 3x8 11-2-4 2-1-7 11-2-4 -2-1-7 2-1-7 11-2-4 11-2-4 0-4-75-7-120-0-115-3-35.66 12 Plate Offsets (X,Y)-- [2:0-0-3,Edge], [3:0-0-8,0-3-0] 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 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.66 0.00 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.46 -0.63 -0.00 (loc) 2-3 2-3 3 l/defl >292 >216 n/a L/d 240 180 n/a PLATES MT20 Weight: 37 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 2400F 2.0E 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=514/Mechanical, 2=579/0-6-15 (min. 0-2-4) Max Horz 2=165(LC 8) Max Uplift 3=-235(LC 8), 2=-150(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) except (jt=lb) 3=235, 2=150. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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, 83 lb down and 59 lb up at 5-7-7, and 122 lb down and 102 lb up at 8-5-6, and 118 lb down and 101 lb up at 8-5-6 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: 4=29(F) 5=-16(F=-1, B=-15) 6=-174(F=-81, B=-92) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 October 24,2018 Job B1804592 Truss HR02 Truss Type Corner Rafter Qty 2 Ply 1 Chelan creek lot 13 Job Reference (optional) K5314615 Run: 8.200 s Jul 6 2018 Print: 8.230 s Aug 28 2018 MiTek Industries, Inc. Wed Oct 24 15:07:19 2018 Page 1 Builders First Source, Arlington,WA 98223 ID:JvyEuJf7GjcxeGaemVEoQ5yiI9c-YMQMJzyuMBednMZazNR8T90w0sd6ywFdonD6wgyQ8Dc Scale = 1:19.7 1 2 3 4 3x4 3x6 3x4 3x4 5-0-0 2-1-7 5-0-0 -2-1-7 2-1-7 5-0-0 5-0-0 0-4-72-8-120-0-112-4-35.66 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-P 0.24 0.00 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 -0.00 (loc) 2-3 2-3 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=133/Mechanical, 2=337/0-6-15 (min. 0-1-8) Max Horz 2=85(LC 8) Max Uplift 3=-59(LC 8), 2=-67(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) 3, 2. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 77 lb down and 102 lb up at 2-9-8, and 60 lb down and 14 lb up at 2-9-8 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: 4=29(B) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 October 24,2018 Job B1804592 Truss S01 Truss Type Jack-Open Qty 1 Ply 1 Chelan creek lot 13 Job Reference (optional) K5314616 Run: 8.200 s Jul 6 2018 Print: 8.230 s Aug 28 2018 MiTek Industries, Inc. Wed Oct 24 15:07:19 2018 Page 1 Builders First Source, Arlington,WA 98223 ID:JvyEuJf7GjcxeGaemVEoQ5yiI9c-YMQMJzyuMBednMZazNR8T90wTsUTywFdonD6wgyQ8Dc Scale = 1:17.6 1 2 3 5 6 7 4 2x4 1-10-15 1-11-11 8-0-0 1-6-0 1-11-11 6-0-5 -1-6-0 1-6-0 1-11-11 1-11-11 8-0-0 6-0-5 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-P 0.21 0.62 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.41 -0.00 (loc) 2-4 2-4 3 l/defl >406 >225 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=-3/Mechanical, 2=304/0-5-8 (min. 0-1-8), 4=62/Mechanical Max Horz 2=59(LC 8) Max Uplift 3=-11(LC 8) Max Grav 3=10(LC 4), 2=304(LC 1), 4=139(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. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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, and 6 lb down at 6-0-12 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 October 24,2018 Job B1804592 Truss S02 Truss Type Jack-Open Qty 1 Ply 1 Chelan creek lot 13 Job Reference (optional) K5314617 Run: 8.200 s Jul 6 2018 Print: 8.230 s Aug 28 2018 MiTek Industries, Inc. Wed Oct 24 15:07:20 2018 Page 1 Builders First Source, Arlington,WA 98223 ID:JvyEuJf7GjcxeGaemVEoQ5yiI9c-0YzkXJzW7VmUPW8mX4yN0MZ5CGqihNVn1RygS6yQ8Db Scale = 1:19.8 1 2 3 42x4 3-10-15 3-11-11 8-0-0 1-6-0 3-11-11 4-0-5 -1-6-0 1-6-0 3-11-11 3-11-11 8-0-0 4-0-5 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-P 0.21 0.62 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.41 -0.00 (loc) 2-4 2-4 3 l/defl >406 >225 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=100/Mechanical, 2=340/0-5-8 (min. 0-1-8), 4=62/Mechanical Max Horz 2=96(LC 8) Max Uplift 3=-48(LC 8) Max Grav 3=101(LC 15), 2=340(LC 1), 4=139(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. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 October 24,2018 Job B1804592 Truss S03 Truss Type Jack-Open Qty 1 Ply 1 Chelan creek lot 13 Job Reference (optional) K5314618 Run: 8.200 s Jul 6 2018 Print: 8.230 s Aug 28 2018 MiTek Industries, Inc. Wed Oct 24 15:07:20 2018 Page 1 Builders First Source, Arlington,WA 98223 ID:JvyEuJf7GjcxeGaemVEoQ5yiI9c-0YzkXJzW7VmUPW8mX4yN0MZ0wGqihNVn1RygS6yQ8Db Scale = 1:26.5 1 2 3 42x4 5-10-15 5-11-11 8-0-0 1-6-0 5-11-11 2-0-5 -1-6-0 1-6-0 5-11-11 5-11-11 8-0-0 2-0-5 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-P 0.55 0.62 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.41 -0.00 (loc) 2-4 2-4 3 l/defl >406 >225 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 No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=180/Mechanical, 2=400/0-5-8 (min. 0-1-8), 4=62/Mechanical Max Horz 2=133(LC 8) Max Uplift 3=-78(LC 8) Max Grav 3=180(LC 1), 2=400(LC 1), 4=139(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. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 October 24,2018 Job B1804592 Truss S04 Truss Type MONO TRUSS Qty 1 Ply 1 Chelan creek lot 13 Job Reference (optional) K5314619 Run: 8.200 s Jul 6 2018 Print: 8.230 s Aug 28 2018 MiTek Industries, Inc. Wed Oct 24 15:07:21 2018 Page 1 Builders First Source, Arlington,WA 98223 ID:JvyEuJf7GjcxeGaemVEoQ5yiI9c-UlX6ke_8uouL0gjz4nTcYa6Grg9?QpvwG5iD?YyQ8Da Scale = 1:34.6 1 2 3 4 52x4 2x4 3x4 2x4 8-0-0 1-6-0 7-11-11 0-0-5 -1-6-0 1-6-0 4-0-11 4-0-11 7-11-11 3-11-0 8-0-0 0-0-5 0-4-75-8-45-4-48.00 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-P 0.22 0.61 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.39 0.00 (loc) 2-5 2-5 5 l/defl >419 >233 n/a L/d 240 180 n/a PLATES MT20 Weight: 34 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) 2=463/0-5-8 (min. 0-1-8), 5=314/0-5-8 (min. 0-1-8) Max Horz 2=154(LC 5) Max Uplift 2=-21(LC 8), 5=-45(LC 8) Max Grav 2=463(LC 1), 5=319(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-332/33 WEBS 3-5=-251/111 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) 2, 5. 5) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 October 24,2018 Job B1804592 Truss S05 Truss Type MONO TRUSS Qty 2 Ply 1 Chelan creek lot 13 Job Reference (optional) K5314620 Run: 8.200 s Jul 6 2018 Print: 8.230 s Aug 28 2018 MiTek Industries, Inc. Wed Oct 24 15:07:21 2018 Page 1 Builders First Source, Arlington,WA 98223 ID:JvyEuJf7GjcxeGaemVEoQ5yiI9c-UlX6ke_8uouL0gjz4nTcYa6Gog9zQoewG5iD?YyQ8Da Scale = 1:33.4 1 2 3 42x4 2x4 3x4 2x4 8-0-0 8-0-0 4-0-11 4-0-11 8-0-0 3-11-5 0-4-75-8-78.00 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-P 0.22 0.62 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.39 0.00 (loc) 1-4 1-4 4 l/defl >419 >233 n/a L/d 240 180 n/a PLATES MT20 Weight: 32 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) 1=328/0-5-8 (min. 0-1-8), 4=328/0-5-8 (min. 0-1-8) Max Horz 1=143(LC 5) Max Uplift 4=-49(LC 8) Max Grav 1=328(LC 1), 4=332(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-333/37 WEBS 2-4=-286/121 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) 4. 5) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 October 24,2018 Job B1804592 Truss S06 Truss Type MONO TRUSS Qty 2 Ply 1 Chelan creek lot 13 Job Reference (optional) K5314621 Run: 8.200 s Jul 6 2018 Print: 8.230 s Aug 28 2018 MiTek Industries, Inc. Wed Oct 24 15:07:22 2018 Page 1 Builders First Source, Arlington,WA 98223 ID:JvyEuJf7GjcxeGaemVEoQ5yiI9c-yx5Ux__mf60CeqI9eV?r5neQf4Z496T3VlRnX?yQ8DZ Scale = 1:33.4 1 2 3 5 4 6 7 4x6 2x4 3x8 4x4 6x6 4-3-8 8-0-0 8-0-0 4-3-8 4-3-8 8-0-0 3-8-8 0-4-75-8-78.00 12 Plate Offsets (X,Y)-- [2:0-0-12,0-1-8], [5:0-5-12,0-1-8] 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 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.28 0.37 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.04 0.01 (loc) 1-5 1-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 47 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x8 DF SS WEBS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=1433/0-5-8 (min. 0-2-6), 4=1636/0-5-8 (min. 0-2-11) Max Horz 1=139(LC 20) Max Uplift 1=-35(LC 8), 4=-90(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1746/41 BOT CHORD 1-6=-74/1405, 5-6=-74/1405, 5-7=-74/1405, 4-7=-74/1405 WEBS 2-5=-17/1714, 2-4=-1776/123 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) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 805 lb down and 32 lb up at 2-4-12, and 805 lb down and 32 lb up at 4-4-12, and 805 lb down and 32 lb up at 6-4-12 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: 5=-805(F) 6=-805(F) 7=-805(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 October 24,2018 Job B1804592 Truss S07 Truss Type Jack-Open Qty 3 Ply 1 Chelan creek lot 13 Job Reference (optional) K5314622 Run: 8.200 s Jul 6 2018 Print: 8.230 s Aug 28 2018 MiTek Industries, Inc. Wed Oct 24 15:07:23 2018 Page 1 Builders First Source, Arlington,WA 98223 ID:JvyEuJf7GjcxeGaemVEoQ5yiI9c-Q7fs9K?OQQ83G_tLCCW4d?Bd7U_DukFDjPBK3RyQ8DY Scale = 1:13.8 1 2 3 42x4 1-11-11 2-0-0 1-6-0 1-11-11 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-P 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 (min. 0-1-8), 4=16/Mechanical, 3=23/Mechanical Max Horz 2=60(LC 8) Max Uplift 2=-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) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 October 24,2018 Job B1804592 Truss S08 Truss Type Jack-Open Qty 1 Ply 1 Chelan creek lot 13 Job Reference (optional) K5314623 Run: 8.200 s Jul 6 2018 Print: 8.230 s Aug 28 2018 MiTek Industries, Inc. Wed Oct 24 15:07:23 2018 Page 1 Builders First Source, Arlington,WA 98223 ID:JvyEuJf7GjcxeGaemVEoQ5yiI9c-Q7fs9K?OQQ83G_tLCCW4d?BcZU_DukFDjPBK3RyQ8DY Scale = 1:20.6 1 2 3 42x4 2-0-0 1-6-0 2-0-0 1-11-11 -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-P 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 (min. 0-1-8), 4=16/Mechanical Max Horz 2=96(LC 8) Max Uplift 3=-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) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 October 24,2018 Job B1804592 Truss S09 Truss Type Jack-Open Qty 1 Ply 1 Chelan creek lot 13 Job Reference (optional) K5314624 Run: 8.200 s Jul 6 2018 Print: 8.230 s Aug 28 2018 MiTek Industries, Inc. Wed Oct 24 15:07:24 2018 Page 1 Builders First Source, Arlington,WA 98223 ID:JvyEuJf7GjcxeGaemVEoQ5yiI9c-vKDFMg01BjGwt8SXmw1JACkhstKSdBVMy3wtbtyQ8DX Scale = 1:27.5 1 2 3 42x4 2-0-0 1-6-0 2-0-0 3-11-11 -1-6-0 1-6-0 2-0-0 2-0-0 5-11-11 3-11-11 0-4-74-4-40-5-33-11-14-4-48.00 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-P 0.62 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: 13 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=191/Mechanical, 2=343/0-5-8 (min. 0-1-8), 4=16/Mechanical Max Horz 2=133(LC 8) Max Uplift 3=-79(LC 8), 2=-21(LC 8) Max Grav 3=191(LC 1), 2=343(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) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 October 24,2018 Job B1804592 Truss S10 Truss Type Jack-Open Qty 1 Ply 1 Chelan creek lot 13 Job Reference (optional) K5314625 Run: 8.200 s Jul 6 2018 Print: 8.230 s Aug 28 2018 MiTek Industries, Inc. Wed Oct 24 15:07:25 2018 Page 1 Builders First Source, Arlington,WA 98223 ID:JvyEuJf7GjcxeGaemVEoQ5yiI9c-NWnda01fy1OnVH1kJdYYjQGs4HdgMdtWBjgR8KyQ8DW Scale = 1:29.4 1 2 3 4 6 5 4x6 3x4 2x4 2x4 4x8 6-0-0 7-10-9 8-0-0 1-6-0 8-0-0 -1-6-0 1-6-0 6-0-0 6-0-0 8-0-0 2-0-0 0-4-74-4-70-3-84-0-154-4-78.00 12 Plate Offsets (X,Y)-- [3:0-5-12,0-2-0], [4:0-3-0,0-0-8] 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 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.59 0.25 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.08 0.00 (loc) 2-6 2-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 36 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, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=61/Mechanical, 5=248/Mechanical, 2=457/0-5-8 (min. 0-1-8) Max Horz 2=121(LC 5) Max Uplift 4=-14(LC 5), 5=-13(LC 8), 2=-29(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-262/14 WEBS 3-5=-291/0 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) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5, 2. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 October 24,2018 Job B1804592 Truss S11 Truss Type Jack-Open Qty 3 Ply 1 Chelan creek lot 13 Job Reference (optional) K5314626 Run: 8.200 s Jul 6 2018 Print: 8.230 s Aug 28 2018 MiTek Industries, Inc. Wed Oct 24 15:07:25 2018 Page 1 Builders First Source, Arlington,WA 98223 ID:JvyEuJf7GjcxeGaemVEoQ5yiI9c-NWnda01fy1OnVH1kJdYYjQGpNHXtMekWBjgR8KyQ8DW Scale = 1:33.2 1 2 3 42x4 8-0-0 1-6-0 8-0-0 -1-6-0 1-6-0 8-0-0 8-0-0 0-4-75-8-75-3-45-8-78.00 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-P 0.82 0.62 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.41 -0.00 (loc) 2-4 2-4 3 l/defl >406 >225 n/a L/d 240 180 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E BOT CHORD 2x4 HF No.2 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) 3=256/Mechanical, 2=466/0-5-8 (min. 0-1-8), 4=62/Mechanical Max Horz 2=170(LC 8) Max Uplift 3=-108(LC 8) Max Grav 3=256(LC 1), 2=466(LC 1), 4=139(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) except (jt=lb) 3=108. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 October 24,2018 Job B1804592 Truss S13 Truss Type Jack-Open Qty 2 Ply 1 Chelan creek lot 13 Job Reference (optional) K5314627 Run: 8.200 s Jul 6 2018 Print: 8.230 s Aug 28 2018 MiTek Industries, Inc. Wed Oct 24 15:07:26 2018 Page 1 Builders First Source, Arlington,WA 98223 ID:JvyEuJf7GjcxeGaemVEoQ5yiI9c-riL?nM1HjLWe7RbwtL3nFdp7hh_355_fPMP_gmyQ8DV Scale = 1:13.6 1 2 3 5 4 2x4 1-10-15 1-11-11 3-7-8 1-6-0 1-11-11 1-7-13 -1-6-0 1-6-0 1-11-11 1-11-11 3-7-8 1-7-13 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-P 0.21 0.17 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 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 3-7-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=-3/Mechanical, 2=269/0-5-8 (min. 0-1-8), 4=27/Mechanical Max Horz 2=59(LC 8) Max Uplift 3=-21(LC 5), 2=-20(LC 8) Max Grav 3=32(LC 19), 2=269(LC 1), 4=60(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) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 34 lb down and 24 lb up at 1-10-15 on top chord, and 6 lb down at 2-0-12 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 October 24,2018 Job B1804592 Truss S14 Truss Type Jack-Open Qty 11 Ply 1 Chelan creek lot 13 Job Reference (optional) K5314628 Run: 8.200 s Jul 6 2018 Print: 8.230 s Aug 28 2018 MiTek Industries, Inc. Wed Oct 24 15:07:26 2018 Page 1 Builders First Source, Arlington,WA 98223 ID:JvyEuJf7GjcxeGaemVEoQ5yiI9c-riL?nM1HjLWe7RbwtL3nFdp7hh_355_fPMP_gmyQ8DV Scale = 1:19.2 1 2 3 4 2x4 3-7-8 1-6-0 3-7-8 -1-6-0 1-6-0 3-7-8 3-7-8 0-4-72-9-72-4-42-9-78.00 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-P 0.21 0.17 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 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 3-7-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=85/Mechanical, 2=296/0-5-8 (min. 0-1-8), 4=27/Mechanical Max Horz 2=90(LC 8) Max Uplift 3=-42(LC 8), 2=-14(LC 8) Max Grav 3=86(LC 15), 2=296(LC 1), 4=60(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) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 October 24,2018 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.