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Home My WebLink AboutP_Truss_Engineering_180930_v2Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild West (Arlington, WA). Zhao, Xiaoming Pages or sheets covered by this seal: K5206941 thru K5206986 My license renewal date for the state of Washington is September 28, 2018. B1804416 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 1 250 Klug Circle Corona, CA 92880 951-245-9525 MiTek USA, Inc. October 1,2018 Job B1804416 Truss A01 Truss Type California Girder Qty 1 Ply 2 Chelan Creek Lot 1 Job Reference (optional) K5206941 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Oct 01 09:38:34 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:J64HeDK_9859huMe5FjzrXynHlm-UTTRQdOFq7krwAgOA_nLqqfR81ET3JbxIGETUFyXp43 Scale = 1:56.1 1 2 3 4 5 6 7 8 9 10 11 12 13 21 20 19 18 17 16 15 14 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 5x8 4x6 3x6 4x6 3x6 2x4 3x4 2x4 3x8 2x4 3x8 3x8 3x6 2x4 3x4 3x4 3x6 3-11-5 3-11-5 7-7-10 3-8-5 10-5-4 2-9-10 12-6-8 2-1-4 17-5-8 4-11-1 22-4-6 4-10-14 26-0-11 3-8-5 30-0-0 3-11-5 -1-6-0 1-6-0 3-11-5 3-11-5 7-7-10 3-8-5 8-0-7 0-4-13 10-5-4 2-4-13 12-6-8 2-1-4 17-5-8 4-11-1 21-11-9 4-6-1 22-4-6 0-4-13 26-0-11 3-8-5 30-0-0 3-11-5 31-6-0 1-6-0 0-4-75-4-45-8-120-4-75-4-48.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-1], [9:0-3-0,0-1-1] LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.47 0.41 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.20 0.05 (loc) 16-18 16-18 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 354 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 5-7-8 oc purlins, except 2-0-0 oc purlins (5-3-6 max.): 4-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=2909/0-5-8, 12=2926/0-5-8 Max Horz 2=113(LC 7) Max Uplift2=-551(LC 8), 12=-555(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4520/912, 3-4=-4355/1027, 4-22=-4276/1044, 6-22=-4276/1044, 6-23=-4616/1118, 7-23=-4616/1118, 7-24=-4616/1118, 24-25=-4616/1118, 8-25=-4616/1118, 8-26=-3640/903, 26-27=-3640/903, 9-27=-3640/903, 9-11=-4387/1027, 11-12=-4545/922 BOT CHORD 2-28=-752/3643, 21-28=-752/3643, 21-29=-752/3643, 20-29=-752/3643, 20-30=-826/3637, 30-31=-826/3637, 19-31=-826/3637, 19-32=-965/4276, 18-32=-965/4276, 17-18=-1036/4681, 17-33=-1036/4681, 16-33=-1036/4681, 16-34=-1036/4681, 34-35=-1036/4681, 35-36=-1036/4681, 15-36=-1036/4681, 15-37=-683/3661, 14-37=-683/3661, 14-38=-683/3661, 12-38=-683/3661 WEBS 3-21=0/274, 3-20=-277/159, 4-20=0/415, 7-18=-681/291, 8-16=0/452, 8-15=-1531/385, 9-15=-108/1271, 11-15=-273/175, 11-14=0/251, 6-19=-1105/324, 4-19=-344/1405, 6-18=-221/900 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 551 lb uplift at joint 2 and 555 lb uplift at joint 12. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 October 1,2018 Job B1804416 Truss A01 Truss Type California Girder Qty 1 Ply 2 Chelan Creek Lot 1 Job Reference (optional) K5206941 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Oct 01 09:38:34 2018 Page 2 ProBuild Arlington, Arlington,WA 98223 ID:J64HeDK_9859huMe5FjzrXynHlm-UTTRQdOFq7krwAgOA_nLqqfR81ET3JbxIGETUFyXp43 NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 643 lb down and 397 lb up at 7-9-6, 206 lb down and 163 lb up at 10-0-12, 205 lb down and 168 lb up at 12-0-12, 205 lb down and 169 lb up at 14-0-12, 205 lb down and 169 lb up at 15-11-4, 205 lb down and 168 lb up at 17-11-4, and 203 lb down and 163 lb up at 19-11-4, and 683 lb down and 402 lb up at 21-11-9 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, 103 lb down at 8-0-12, 103 lb down at 10-0-12, 101 lb down at 12-0-12, 101 lb down at 14-0-12, 101 lb down at 15-11-4, 101 lb down at 17-11-4, 101 lb down at 19-11-4, 101 lb down at 21-11-4, 101 lb down at 23-11-4, and 101 lb down at 25-11-4, and 101 lb down 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=-20, 4-9=-70, 9-10=-20, 9-13=-70, 2-12=-16 Concentrated Loads (lb) Vert: 4=-573 9=-612 17=-45(B) 21=-46(B) 14=-45(B) 22=-206 23=-203 24=-203 25=-203 26=-203 27=-203 28=-46(B) 29=-46(B) 30=-46(B) 31=-46(B) 32=-45(B) 33=-45(B) 34=-45(B) 35=-45(B) 36=-45(B) 37=-45(B) 38=-45(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 B1804416 Truss A01A Truss Type California Girder Qty 1 Ply 2 Chelan Creek Lot 1 Job Reference (optional) K5206942 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Oct 01 09:38:36 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:J64HeDK_9859huMe5FjzrXynHlm-RrbCrJPVMk_ZAUqnIPqpvFlrTqvvXCBElajaZ7yXp41 Scale = 1:56.1 1 2 3 4 5 6 7 8 9 10 11 12 13 21 20 19 18 17 16 15 14 22 23 24 25 26 5x8 4x6 3x6 4x6 3x6 2x4 3x4 2x4 3x8 2x4 3x8 3x8 3x6 2x4 3x4 3x4 3x4 3-11-5 3-11-5 7-7-10 3-8-5 10-5-4 2-9-10 12-6-8 2-1-4 17-5-8 4-11-1 22-4-6 4-10-14 26-0-11 3-8-5 30-0-0 3-11-5 -1-6-0 1-6-0 3-11-5 3-11-5 7-7-10 3-8-5 8-0-7 0-4-13 10-5-4 2-4-13 12-6-8 2-1-4 17-5-8 4-11-1 21-11-9 4-6-1 22-4-6 0-4-13 26-0-11 3-8-5 30-0-0 3-11-5 31-6-0 1-6-0 0-4-75-4-45-8-120-4-75-4-48.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-1], [9:0-3-0,0-1-1] LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.22 0.42 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.18 0.05 (loc) 18 18 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 354 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x6 DF No.2 WEBS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-7 oc purlins, except 2-0-0 oc purlins (5-5-11 max.): 4-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=3175/0-5-8, 12=2200/0-5-8 Max Horz 2=113(LC 7) Max Uplift2=-296(LC 8), 12=-150(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4969/477, 3-4=-4838/582, 4-22=-4780/537, 6-22=-4780/537, 6-7=-4609/482, 7-8=-4609/482, 8-9=-2627/238, 9-11=-3206/268, 11-12=-3340/217 BOT CHORD 2-23=-438/4011, 21-23=-438/4011, 21-24=-438/4011, 20-24=-438/4011, 20-25=-516/4046, 25-26=-516/4046, 19-26=-516/4046, 18-19=-542/4780, 17-18=-337/3835, 16-17=-337/3835, 15-16=-337/3835, 14-15=-134/2674, 12-14=-134/2674 WEBS 3-21=0/258, 4-20=0/458, 7-18=-265/71, 8-18=-264/1164, 8-15=-1794/265, 9-15=-94/1356, 6-19=-316/343, 4-19=-114/1609, 6-18=-531/380 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 296 lb uplift at joint 2 and 150 lb uplift at joint 12. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 647 lb down and 399 lb up at 7-9-6, and 206 lb down and 163 lb up at 10-0-12 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, 103 lb down at 8-0-12, and 103 lb down at 10-0-12, and 1571 lb down and 111 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 1,2018 Job B1804416 Truss A01A Truss Type California Girder Qty 1 Ply 2 Chelan Creek Lot 1 Job Reference (optional) K5206942 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Oct 01 09:38:36 2018 Page 2 ProBuild Arlington, Arlington,WA 98223 ID:J64HeDK_9859huMe5FjzrXynHlm-RrbCrJPVMk_ZAUqnIPqpvFlrTqvvXCBElajaZ7yXp41 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-70, 4-5=-20, 4-9=-70, 9-10=-20, 9-13=-70, 2-12=-16 Concentrated Loads (lb) Vert: 4=-577 21=-46(F) 19=-1571 22=-206 23=-46(F) 24=-46(F) 25=-46(F) 26=-46(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 B1804416 Truss A02 Truss Type California Qty 2 Ply 1 Chelan Creek Lot 1 Job Reference (optional) K5206943 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Oct 01 09:38:36 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:J64HeDK_9859huMe5FjzrXynHlm-RrbCrJPVMk_ZAUqnIPqpvFlpEqsPXGXElajaZ7yXp41 Scale = 1:59.2 1 2 3 4 5 6 7 8 9 10 11 15 14 13 12 5x12 MT20HS 5x12 MT20HS 3x8 3x6 3x8 2x4 2x4 3x8 3x8 2x4 3x8 9-7-10 9-7-10 15-0-0 5-4-6 20-4-6 5-4-6 30-0-0 9-7-10 -1-6-0 1-6-0 4-11-5 4-11-5 9-7-10 4-8-5 10-0-7 0-4-13 15-0-0 4-11-9 19-11-9 4-11-9 20-4-6 0-4-13 25-0-11 4-8-5 30-0-0 4-11-5 31-6-0 1-6-0 0-4-76-8-47-0-120-4-76-8-48.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-14], [4:0-7-4,0-1-1], [7:0-7-4,0-1-1], [10:0-8-0,0-0-14] LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.37 0.64 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.39 0.08 (loc) 10-12 10-12 10 l/defl >999 >917 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 133 lb FT = 20% GRIP 185/148 139/111 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud *Except* 6-15,6-12: 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-0 oc purlins, except 2-0-0 oc purlins (4-8-3 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-15, 6-12 REACTIONS.(lb/size) 2=1396/0-5-8, 10=1396/0-5-8 Max Horz 2=-136(LC 25) Max Uplift2=-48(LC 8), 10=-41(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1922/71, 3-4=-1649/59, 4-6=-1301/87, 6-7=-1301/76, 7-9=-1649/47, 9-10=-1922/59 BOT CHORD 2-15=-67/1502, 14-15=-20/1485, 13-14=-20/1485, 12-13=-20/1485, 10-12=0/1502 WEBS 3-15=-255/122, 4-15=0/488, 6-15=-367/122, 6-12=-396/118, 7-12=0/488, 9-12=-252/121 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) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 48 lb uplift at joint 2 and 41 lb uplift at joint 10. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 69 lb down and 93 lb up at 9-9-6 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-70, 4-5=-20, 4-7=-70, 7-8=-20, 7-11=-70, 2-10=-16 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 October 1,2018 Job B1804416 Truss A03 Truss Type California Qty 2 Ply 1 Chelan Creek Lot 1 Job Reference (optional) K5206944 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Oct 01 09:38:38 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:J64HeDK_9859huMe5FjzrXynHlm-NEjyG?RluLEHPo_APqsI_gq4oeb_?6rXCuChd0yXp4? Scale = 1:61.5 1 2 3 4 5 6 7 8 9 10 11 12 17 16 15 14 1318 3x6 5x12 MT20HS 5x12 MT20HS 3x6 3x6 3x6 3x6 2x4 3x4 3x8 3x6 2x4 3x6 5-11-5 5-11-5 11-7-10 5-8-5 18-4-6 6-8-12 24-0-11 5-8-5 30-0-0 5-11-5 -1-6-0 1-6-0 5-11-5 5-11-5 11-7-10 5-8-5 12-0-7 0-4-13 17-11-9 5-11-2 18-4-6 0-4-13 24-0-11 5-8-5 30-0-0 5-11-5 31-6-0 1-6-0 0-4-78-0-48-4-120-4-78-0-48.00 12 Plate Offsets (X,Y)-- [2:0-3-9,0-1-8], [5:0-7-4,0-1-1], [7:0-7-4,0-1-1], [11:0-3-9,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.68 0.44 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.20 0.07 (loc) 14-16 14-16 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 135 lb FT = 20% GRIP 185/148 139/111 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud *Except* 5-16,5-14,7-14: 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-12 oc purlins, except 2-0-0 oc purlins (3-11-11 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-14 REACTIONS.(lb/size) 2=1396/0-5-8, 11=1396/0-5-8 Max Horz 2=160(LC 7) Max Uplift2=-45(LC 8), 11=-49(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1938/43, 3-4=-1518/40, 4-5=-1398/74, 5-7=-1178/103, 7-9=-1398/75, 9-10=-1518/43, 10-11=-1938/50 BOT CHORD 2-17=-51/1497, 16-17=-51/1497, 15-16=0/1177, 15-18=0/1177, 14-18=0/1177, 13-14=0/1496, 11-13=0/1496 WEBS 3-16=-392/115, 5-16=-4/411, 7-14=0/371, 10-14=-390/114 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 8.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 45 lb uplift at joint 2 and 49 lb uplift at joint 11. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 54 lb down and 74 lb up at 11-9-6 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-70, 5-6=-20, 5-7=-70, 7-8=-20, 7-12=-70, 2-11=-16 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 October 1,2018 Job B1804416 Truss A04 Truss Type California Qty 2 Ply 1 Chelan Creek Lot 1 Job Reference (optional) K5206945 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Oct 01 09:38:39 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:J64HeDK_9859huMe5FjzrXynHlm-rQHKULSNffM81xZMzYNXXtNGK2wEkVogRYxE9SyXp4_ Scale = 1:71.8 1 2 3 4 5 6 7 8 9 10 11 12 17 16 15 14 13 3x6 5x12 MT20HS 5x12 MT20HS 3x6 3x6 3x6 3x6 2x4 3x4 3x8 3x6 2x4 3x6 6-11-5 6-11-5 13-7-10 6-8-5 16-4-6 2-8-12 23-0-11 6-8-5 30-0-0 6-11-5 -1-6-0 1-6-0 6-11-5 6-11-5 13-7-10 6-8-5 14-0-7 0-4-13 15-11-9 1-11-2 16-4-6 0-4-13 23-0-11 6-8-5 30-0-0 6-11-5 31-6-0 1-6-0 0-4-79-4-49-8-120-4-79-4-48.00 12 Plate Offsets (X,Y)-- [2:0-3-9,0-1-8], [5:0-7-4,0-1-1], [7:0-7-4,0-1-1], [11:0-3-9,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.57 0.50 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.16 0.08 (loc) 16 16-17 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 142 lb FT = 20% GRIP 185/148 139/111 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 *Except* 3-17,10-13: 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-5 oc purlins, except 2-0-0 oc purlins (5-0-10 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-14 REACTIONS.(lb/size) 2=1407/0-5-8, 11=1405/0-5-8 Max Horz 2=-183(LC 6) Max Uplift2=-59(LC 8), 11=-66(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1938/68, 3-4=-1410/91, 4-5=-1261/130, 5-7=-1058/142, 7-9=-1260/114, 9-10=-1408/75, 10-11=-1934/80 BOT CHORD 2-17=-76/1489, 16-17=-76/1489, 15-16=0/1059, 14-15=0/1059, 13-14=0/1486, 11-13=0/1486 WEBS 3-17=0/273, 3-16=-528/128, 5-16=-28/364, 7-14=-48/397, 10-14=-523/128, 10-13=0/272 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 59 lb uplift at joint 2 and 66 lb uplift at joint 11. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 90 lb down and 85 lb up at 13-9-6 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-70, 5-6=-20, 5-7=-70, 7-8=-20, 7-12=-70, 2-11=-16 Continued on page 2 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 October 1,2018 Job B1804416 Truss A04 Truss Type California Qty 2 Ply 1 Chelan Creek Lot 1 Job Reference (optional) K5206945 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Oct 01 09:38:39 2018 Page 2 ProBuild Arlington, Arlington,WA 98223 ID:J64HeDK_9859huMe5FjzrXynHlm-rQHKULSNffM81xZMzYNXXtNGK2wEkVogRYxE9SyXp4_ LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 5=-20 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 B1804416 Truss A05 Truss Type Common Qty 3 Ply 1 Chelan Creek Lot 1 Job Reference (optional) K5206946 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Oct 01 09:38:40 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:J64HeDK_9859huMe5FjzrXynHlm-JcqihhT?QzU?f58YXFum45vNhRAXT1GqgChnhvyXp3z Scale = 1:64.9 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 10-1-10 19-10-6 9-8-12 30-0-0 10-1-10 -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) 0.78 0.88 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.34 -0.49 0.07 (loc) 10-12 8-10 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, 8=1391/0-5-8 Max Horz 2=195(LC 7) Max Uplift2=-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) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 October 1,2018 Job B1804416 Truss A05HVAC Truss Type Common Qty 3 Ply 1 Chelan Creek Lot 1 Job Reference (optional) K5206947 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Oct 01 09:38:40 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:J64HeDK_9859huMe5FjzrXynHlm-JcqihhT?QzU?f58YXFum45vQMR91T0aqgChnhvyXp3z Scale = 1:65.9 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 2021 22 23 4x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5-6-11 5-6-11 10-10-4 5-3-9 15-0-0 4-1-12 19-1-12 4-1-12 24-5-5 5-3-9 30-0-0 5-6-11 -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 31-6-0 1-6-0 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) 0.61 0.92 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.69 -0.74 0.06 (loc) 16-17 16-17 10 l/defl >516 >482 n/a L/d 240 180 n/a PLATES MT20 Weight: 149 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 DF 1800F 1.6E WEBS 2x4 HF Stud *Except* 5-7,5-16,7-13,19-20: 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. JOINTS 1 Brace at Jt(s): 18, 21 REACTIONS.(lb/size) 2=1466/0-5-8, 10=1466/0-5-8 Max Horz 2=-195(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2063/0, 3-4=-1688/0, 4-5=-1583/0, 5-6=-314/57, 6-7=-314/57, 7-8=-1583/0, 8-9=-1688/0, 9-10=-2063/0 BOT CHORD 2-17=0/1603, 16-17=0/1603, 16-22=0/1307, 15-22=0/1307, 14-15=0/1307, 14-23=0/1307, 13-23=0/1307, 12-13=0/1603, 10-12=0/1603 WEBS 5-18=-1134/0, 7-18=-1134/0, 16-19=0/445, 5-19=0/474, 13-20=0/445, 7-20=0/474, 3-16=-508/168, 9-13=-508/169 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) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Attic room checked for L/360 deflection. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 October 1,2018 Job B1804416 Truss B02 Truss Type Common Qty 1 Ply 1 Chelan Creek Lot 1 Job Reference (optional) K5206948 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Oct 01 09:38:41 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:J64HeDK_9859huMe5FjzrXynHlm-npO5u0TeBGcrGFjl4zP?cISgvrZ4CW8zvrQLDLyXp3y Scale = 1:43.0 1 2 3 4 5 6 7 8 4x4 3x6 5x8 2x4 2x4 3x6 9-9-0 9-9-0 19-6-0 9-9-0 -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) 0.31 0.67 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.30 0.03 (loc) 6-8 6-8 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, 6=940/0-5-8 Max Horz 2=-133(LC 6) Max Uplift2=-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) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 October 1,2018 Job B1804416 Truss B03 Truss Type Common Qty 3 Ply 1 Chelan Creek Lot 1 Job Reference (optional) K5206949 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Oct 01 09:38:42 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:J64HeDK_9859huMe5FjzrXynHlm-F?yT6MUGyakiuPHxegxE9W?qsFuuxzz77VAulnyXp3x Scale = 1:42.8 1 2 3 4 5 6 7 4x4 3x6 3x6 5x8 2x4 2x4 9-9-0 9-9-0 19-6-0 9-9-0 -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) 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 Max Horz 2=127(LC 7) Max Uplift6=-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) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 October 1,2018 Job B1804416 Truss B04 Truss Type Common Supported Gable Qty 1 Ply 1 Chelan Creek Lot 1 Job Reference (optional) K5206950 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Oct 01 09:38:43 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:J64HeDK_9859huMe5FjzrXynHlm-jBWrJiVujusZWZs7CNSThjX2ifNyfSiGM9vSIEyXp3w Scale = 1:44.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 31 30 29 28 27 26 25 24 23 22 21 20 19 18 4x4 3x4 3x6 3x4 19-6-0 19-6-0 -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 LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.16 0.07 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.00 (loc) 17 17 16 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 107 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 7) Max Uplift All uplift 100 lb or less at joint(s) 2, 25, 26, 27, 28, 30, 31, 23, 22, 21, 20, 19, 18 Max Grav All reactions 250 lb or less at joint(s) 2, 24, 25, 26, 27, 28, 30, 31, 23, 16, 22, 21, 20, 19, 18 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 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 25, 26, 27, 28, 30, 31, 23, 22, 21, 20, 19, 18. 10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 October 1,2018 Job B1804416 Truss B06 Truss Type COMMON GIRDER Qty 1 Ply 2 Chelan Creek Lot 1 Job Reference (optional) K5206951 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Oct 01 09:38:44 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:J64HeDK_9859huMe5FjzrXynHlm-CO4DX2WWTB?Q7jRJm5ziEx4CU3drOp9Pbpf?qgyXp3v Scale = 1:43.1 1 2 3 4 5 6 10 9 8 7 4x4 3x4 3x4 4x6 3x8 3x6 2x4 3x6 2x4 5-0-15 5-0-15 9-9-0 4-8-1 14-5-1 4-8-1 19-6-0 5-0-15 -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 LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.22 0.48 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.10 0.03 (loc) 8-10 8-10 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 196 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. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=2717/0-5-8, 2=2849/0-5-8 Max Horz 2=127(LC 26) Max Uplift6=-803(LC 30), 2=-825(LC 27) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3795/1313, 3-4=-2581/724, 4-5=-2581/722, 5-6=-3821/1323 BOT CHORD 2-10=-1078/3050, 9-10=-594/3050, 8-9=-399/3050, 7-8=-528/3073, 6-7=-1011/3073 WEBS 4-8=-150/2453, 5-8=-1253/179, 5-7=-46/1105, 3-8=-1224/170, 3-10=-38/1081 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=803, 2=825. 8) 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. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-70, 4-6=-70, 2-6=-216(F=-200) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 1,2018 Job B1804416 Truss B10 Truss Type California Girder Qty 1 Ply 1 Chelan Creek Lot 1 Job Reference (optional) K5206952 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Oct 01 09:38:45 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:J64HeDK_9859huMe5FjzrXynHlm-gaebkOW8EV7Hls0WJoUxn8cJ6Szh7I_ZpTOYM6yXp3u Scale = 1:35.9 1 2 3 4 5 6 7 8 9 14 13 12 11 1015 16 17 5x12 MT20HS 5x12 MT20HS 3x6 3x6 4x6 2x4 4x8 2x4 2x4 3x4 6x6 5-7-10 5-7-10 9-9-0 4-1-6 12-0-12 2-3-12 13-10-6 1-9-10 19-6-0 5-7-10 -1-6-0 1-6-0 5-7-10 5-7-10 6-0-7 0-4-13 9-9-0 3-8-9 12-0-12 2-3-12 13-5-9 1-4-13 13-10-6 0-4-13 19-6-0 5-7-10 0-4-74-0-44-4-120-4-74-0-48.00 12 Plate Offsets (X,Y)-- [3:0-7-4,0-1-1], [7:0-7-4,0-1-1], [11:0-3-0,0-3-12] 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) 0.48 0.50 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.12 0.03 (loc) 11-12 11-12 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 100 lb FT = 20% GRIP 185/148 139/111 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 3-0-12 oc purlins, except 2-0-0 oc purlins (3-5-4 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 9=1629/0-5-8, 2=1389/0-5-8 Max Horz 2=83(LC 50) Max Uplift9=-638(LC 30), 2=-609(LC 27) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2005/1026, 3-5=-2215/594, 5-6=-2215/425, 6-7=-2394/527, 7-9=-2658/1145 BOT CHORD 2-14=-914/1581, 13-14=-376/1576, 12-13=-304/1576, 11-12=-370/2394, 11-15=-394/2121, 10-15=-436/2121, 10-16=-485/2130, 16-17=-788/2130, 9-17=-940/2130 WEBS 3-12=-406/957, 5-12=-268/73, 7-10=0/387, 6-11=-305/320, 6-12=-362/333, 7-11=-275/776 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=638, 2=609. 8) 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. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 282 lb down and 249 lb up at 13-5-9 on top chord, and 950 lb down and 79 lb up at 12-0-12, 67 lb down at 13-5-4, and 67 lb down at 15-5-4, and 67 lb down at 17-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 1,2018 Job B1804416 Truss B10 Truss Type California Girder Qty 1 Ply 1 Chelan Creek Lot 1 Job Reference (optional) K5206952 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Oct 01 09:38:45 2018 Page 2 ProBuild Arlington, Arlington,WA 98223 ID:J64HeDK_9859huMe5FjzrXynHlm-gaebkOW8EV7Hls0WJoUxn8cJ6Szh7I_ZpTOYM6yXp3u LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-20, 3-7=-70, 7-8=-20, 7-9=-70, 2-9=-16 Concentrated Loads (lb) Vert: 7=-211(B) 11=-950 15=-30(B) 16=-30(B) 17=-30(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 B1804416 Truss B11 Truss Type California Qty 1 Ply 1 Chelan Creek Lot 1 Job Reference (optional) K5206953 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Oct 01 09:38:45 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:J64HeDK_9859huMe5FjzrXynHlm-gaebkOW8EV7Hls0WJoUxn8cNyS_t7L?ZpTOYM6yXp3u Scale = 1:36.0 1 2 3 4 5 6 7 8 9 12 11 10 4x6 5x8 3x6 3x6 3x6 3x8 2x4 3x4 2x4 7-7-10 7-7-10 11-10-6 4-2-12 19-6-0 7-7-10 -1-6-0 1-6-0 3-11-5 3-11-5 7-7-10 3-8-5 8-0-7 0-4-13 11-5-9 3-5-2 11-10-6 0-4-13 15-6-11 3-8-5 19-6-0 3-11-5 0-4-75-4-45-8-120-4-75-4-48.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-0-6], [4:0-3-0,0-1-1], [6:0-4-0,0-1-1], [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) 0.24 0.42 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.19 0.03 (loc) 9-10 9-10 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 81 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 4-7-2 oc purlins, except 2-0-0 oc purlins (5-11-6 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 9=911/Mechanical, 2=1015/0-5-8 Max Horz 2=107(LC 5) Max Uplift9=-46(LC 9), 2=-63(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1293/88, 3-4=-1084/81, 4-6=-849/99, 6-8=-1156/103, 8-9=-1375/105 BOT CHORD 2-12=-86/993, 11-12=-21/908, 10-11=-21/908, 9-10=-39/1097 WEBS 4-12=-14/263, 6-10=-3/263 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 2. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 214 lb down and 134 lb up at 11-5-9 on top chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-70, 4-5=-20, 4-6=-70, 6-7=-20, 6-9=-70, 2-9=-16 Concentrated Loads (lb) Vert: 6=-144(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 1,2018 Job B1804416 Truss D01 Truss Type Common Qty 2 Ply 1 Chelan Creek Lot 1 Job Reference (optional) K5206954 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Oct 01 09:38:46 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:J64HeDK_9859huMe5FjzrXynHlm-8mC_ykXm?pF8N0bitW?AJM9UqsNsspbi2786uYyXp3t Scale = 1:26.2 1 2 3 4 56 4x4 3x4 3x4 2x4 5-6-0 5-6-0 11-0-0 5-6-0 -1-6-0 1-6-0 5-6-0 5-6-0 11-0-0 5-6-0 12-6-0 1-6-0 0-4-74-0-70-4-78.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.49 0.25 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.04 0.01 (loc) 4-6 4-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 37 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=574/0-5-8, 4=574/0-5-8 Max Horz 2=83(LC 7) Max Uplift2=-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=-493/13, 3-4=-493/13 BOT CHORD 2-6=0/307, 4-6=0/307 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 October 1,2018 Job B1804416 Truss D02 Truss Type Common Supported Gable Qty 1 Ply 1 Chelan Creek Lot 1 Job Reference (optional) K5206955 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Oct 01 09:38:46 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:J64HeDK_9859huMe5FjzrXynHlm-8mC_ykXm?pF8N0bitW?AJM9ZysQPsqGi2786uYyXp3t Scale = 1:26.2 1 2 3 4 5 6 7 8 9 14 13 12 11 10 4x4 3x4 3x4 11-0-0 11-0-0 -1-6-0 1-6-0 5-6-0 5-6-0 11-0-0 5-6-0 12-6-0 1-6-0 0-4-74-0-70-4-78.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.16 0.02 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: 44 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 11-0-0. (lb) - Max Horz 2=83(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) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 October 1,2018 Job B1804416 Truss D03 Truss Type Common Qty 3 Ply 1 Chelan Creek Lot 1 Job Reference (optional) K5206956 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Oct 01 09:38:47 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:J64HeDK_9859huMe5FjzrXynHlm-czlM94YOm6N?_AAuRDWPsZifaGjFbGtsHntfR?yXp3s Scale = 1:26.0 1 2 3 4 5 6 4x4 3x6 3x4 3x4 2x4 5-6-0 5-6-0 10-6-0 5-0-0 -1-6-0 1-6-0 5-6-0 5-6-0 10-6-0 5-0-0 0-4-74-0-70-8-78.00 12 Plate Offsets (X,Y)-- [5:0-3-12,0-0-9] LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.49 0.24 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.04 0.01 (loc) 2-6 2-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 37 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 2x4 HF Stud 2-11-7 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 Max Horz 2=77(LC 5) Max Uplift5=-6(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=-491/19, 3-4=-367/16, 4-5=-470/1 BOT CHORD 2-6=0/305, 5-6=0/305 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) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 October 1,2018 Job B1804416 Truss F01 Truss Type Monopitch Qty 4 Ply 1 Chelan Creek Lot 1 Job Reference (optional) K5206957 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Oct 01 09:38:47 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:J64HeDK_9859huMe5FjzrXynHlm-czlM94YOm6N?_AAuRDWPsZijtGl5bH6sHntfR?yXp3s Scale = 1:21.1 1 2 3 4 2x4 2x4 2x4 4-0-0 4-0-0 -1-6-0 1-6-0 4-0-0 4-0-0 0-4-73-0-78.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.21 0.12 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 -0.00 (loc) 2-4 2-4 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=127/Mechanical, 2=306/0-5-8 Max Horz 2=82(LC 7) Max Uplift4=-17(LC 8), 2=-26(LC 8) Max Grav 4=132(LC 15), 2=306(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 October 1,2018 Job B1804416 Truss HR01 Truss Type Corner Rafter Qty 1 Ply 1 Chelan Creek Lot 1 Job Reference (optional) K5206958 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Oct 01 09:38:48 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:J64HeDK_9859huMe5FjzrXynHlm-49JkMQZ1XQVscKl5?x2eOnElKg5CKkM?WRdCzRyXp3r Scale = 1:50.1 1 2 3 4 8 9 10 5 6 7 6x6 4x6 4x6 4x6 4x6 4x6 4x6 4x6 11-3-0 11-3-0 11-4-11 0-1-11 -2-1-7 2-1-7 11-3-0 11-3-0 14-2-10 2-11-10 17-0-9 2-9-15 19-10-8 2-9-15 21-1-13 1-3-5 0-4-710-4-20-4-149-4-05.66 12 Plate Offsets (X,Y)-- [2:0-2-8,Edge], [3:0-3-0,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.81 0.00 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.29 -0.39 -0.03 (loc) 2-4 2-4 4 l/defl >476 >352 n/a L/d 240 180 n/a PLATES MT20 Weight: 62 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E *Except* 2-4: 2x6 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 0-2-2 except (jt=length) 2=0-6-15, 4=0-4-4. (lb) - Max Horz 2=297(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 5, 6, 7 except 4=-355(LC 8) Max Grav All reactions 250 lb or less at joint(s) 5, 6, 7 except 2=584(LC 1), 4=775(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-334/0, 9-10=-270/0, 3-4=-271/219 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5, 6, 7. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5, 6, 7 except (jt=lb) 4=355. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4, 5, 6, 7. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 43 lb down and 102 lb up at 2-9-8, 60 lb down and 14 lb up at 2-9-8, 86 lb down and 63 lb up at 5-7-7, 83 lb down and 59 lb up at 5-7-7, 122 lb down and 102 lb up at 8-5-6, 118 lb down and 101 lb up at 8-5-6, and 159 lb down and 130 lb up at 11-3-5, and 45 lb down and 32 lb up at 14-1-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-70 Concentrated Loads (lb) Vert: 3=-174(F=-81, B=-92) 4=-156(F) 9=29(F) 10=-16(F=-1, B=-15) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 October 1,2018 Job B1804416 Truss HR02 Truss Type Corner Rafter Qty 1 Ply 1 Chelan Creek Lot 1 Job Reference (optional) K5206959 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Oct 01 09:38:49 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:J64HeDK_9859huMe5FjzrXynHlm-YLt6alZfIkdjEUKHYeZtx_n144RR3Bc8k5MmVtyXp3q Scale = 1:39.8 1 2 3 4 6 7 8 5 5x8 3x6 3x6 3x6 4x6 3x4 8-5-1 8-5-1 8-5-11 0-0-10 -2-1-7 2-1-7 8-5-1 8-5-1 11-4-11 2-11-10 13-8-11 2-4-1 0-4-76-10-20-4-145-4-05.66 12 Plate Offsets (X,Y)-- [2:0-2-8,Edge], [3:7-2-0,0-0-8] 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 NO IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.36 0.00 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.19 -0.01 (loc) 2-4 2-4 4 l/defl >709 >546 n/a L/d 240 180 n/a PLATES MT20 Weight: 37 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=445/0-6-15, 4=409/0-2-2, 5=341/0-2-2 Max Horz 2=198(LC 8) Max Uplift2=-68(LC 8), 4=-205(LC 8), 5=-90(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) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4, 5. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5 except (jt=lb) 4=205. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4, 5. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 43 lb down and 102 lb up at 2-9-8, 60 lb down and 14 lb up at 2-9-8, 83 lb down and 59 lb up at 5-7-7, and 86 lb down and 63 lb up at 5-7-7, and 121 lb down and 106 lb up at 8-5-6 on top chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-70 Concentrated Loads (lb) Vert: 4=-100(F) 7=29(F) 8=-16(F=-1, B=-15) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 October 1,2018 Job B1804416 Truss HR03 Truss Type Corner Rafter Qty 1 Ply 1 Chelan Creek Lot 1 Job Reference (optional) K5206960 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Oct 01 09:38:50 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:J64HeDK_9859huMe5FjzrXynHlm-0YRUn5aH31larevT6M46UCK5aTngoerIzl6J1KyXp3p Scale = 1:50.1 1 2 3 4 8 9 10 11 5 6 7 6x6 4x6 4x6 4x6 4x6 5x8 4x6 11-3-0 11-3-0 11-4-11 0-1-11 -2-1-7 2-1-7 11-3-0 11-3-0 14-2-10 2-11-10 17-0-9 2-9-15 19-10-8 2-9-15 21-1-13 1-3-5 0-4-710-4-20-4-149-4-05.66 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:10-4-8,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.82 0.00 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.29 -0.40 -0.03 (loc) 2-4 2-4 4 l/defl >470 >347 n/a L/d 240 180 n/a PLATES MT20 Weight: 62 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E *Except* 2-4: 2x6 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 0-2-2 except (jt=length) 2=0-6-15, 4=0-4-4. (lb) - Max Horz 2=297(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 5, 6, 7 except 4=-352(LC 8) Max Grav All reactions 250 lb or less at joint(s) 5, 6, 7 except 2=588(LC 1), 4=771(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-336/1, 9-10=-272/2, 3-11=-256/127, 3-4=-272/231 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5, 6, 7. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5, 6, 7 except (jt=lb) 4=352. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4, 5, 6, 7. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 43 lb down and 102 lb up at 2-9-8, 60 lb down and 14 lb up at 2-9-8, 86 lb down and 63 lb up at 5-7-7, 83 lb down and 59 lb up at 5-7-7, 122 lb down and 102 lb up at 8-5-6, 118 lb down and 101 lb up at 8-5-6, 159 lb down and 130 lb up at 11-3-5, 45 lb down and 32 lb up at 14-1-4, and 46 lb down and 33 lb up at 16-11-3, and 44 lb down and 31 lb up at 19-9-2 on top chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-70 Concentrated Loads (lb) Vert: 4=-156(B) 7=-1(B) 9=29(B) 10=-16(F=-15, B=-1) 11=-174(F=-92, B=-81) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 1,2018 Job B1804416 Truss HR04 Truss Type Corner Rafter Qty 1 Ply 1 Chelan Creek Lot 1 Job Reference (optional) K5206961 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Oct 01 09:38:50 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:J64HeDK_9859huMe5FjzrXynHlm-0YRUn5aH31larevT6M46UCKEfTngoerIzl6J1KyXp3p Scale = 1:21.7 1 2 3 4 3x4 3x6 3x4 3x4 5-6-6 5-6-6 -2-1-7 2-1-7 5-6-6 5-6-6 0-4-72-11-120-0-112-7-35.66 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) 0.24 0.00 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.02 -0.00 (loc) 2-3 2-3 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=156/Mechanical, 2=351/0-6-15 Max Horz 2=92(LC 8) Max Uplift3=-64(LC 8), 2=-70(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) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 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(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 1,2018 Job B1804416 Truss HR05 Truss Type Corner Rafter Qty 1 Ply 1 Chelan Creek Lot 1 Job Reference (optional) K5206962 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Oct 01 09:38:51 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:J64HeDK_9859huMe5FjzrXynHlm-Uk?t?RbvqLtRTnTgg3bL0PsD6t7vX45RCPrtamyXp3o Scale: 1/4"=1' 1 2 3 7 8 9 10 11 12 4 13 5 146 6x6 4x6 4x6 4x6 4x6 5x8 4x6 11-3-0 11-3-0 11-4-11 0-1-11 -2-1-7 2-1-7 11-3-0 11-3-0 14-2-10 2-11-10 17-0-9 2-9-15 19-10-8 2-9-15 21-1-13 1-3-5 0-4-710-4-20-4-149-4-05.66 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [2:10-4-8,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.96 0.00 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.34 -0.47 -0.04 (loc) 1-3 1-3 5 l/defl >406 >290 n/a L/d 240 180 n/a PLATES MT20 Weight: 59 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E *Except* 1-3: 2x6 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 0-2-2 except (jt=length) 1=0-6-15, 3=0-4-4. (lb) - Max Horz 1=278(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1, 4, 5, 6 except 3=-358(LC 8) Max Grav All reactions 250 lb or less at joint(s) 4, 5, 6 except 1=480(LC 1), 3=810(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-356/7, 8-9=-288/12, 2-10=-261/135, 2-11=-273/247, 3-11=-311/359 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4, 5, 6. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 5, 6 except (jt=lb) 3=358. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3, 4, 5, 6. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 53 lb down and 31 lb up at 2-6-0, 60 lb down and 14 lb up at 2-6-0, 86 lb down and 71 lb up at 5-3-15, 86 lb down and 63 lb up at 5-3-15, 120 lb down and 106 lb up at 8-1-14, 122 lb down and 102 lb up at 8-1-14, 167 lb down and 134 lb up at 10-11-13, 45 lb down and 32 lb up at 13-9-12, and 46 lb down and 33 lb up at 16-7-11, and 45 lb down and 32 lb up at 19-5-10 on top chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-70 Concentrated Loads (lb) Vert: 9=-42(F=-27, B=-15) 10=-189(F=-97, B=-92) 11=-167(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 1,2018 Job B1804416 Truss S01 Truss Type Jack-Open Qty 1 Ply 1 Chelan Creek Lot 1 Job Reference (optional) K5206963 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Oct 01 09:38:51 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:J64HeDK_9859huMe5FjzrXynHlm-Uk?t?RbvqLtRTnTgg3bL0PsPst4WX45RCPrtamyXp3o Scale = 1:14.0 1 2 3 5 4 2x4 1-10-15 1-10-15 1-11-11 0-0-12 4-0-0 2-0-5 -1-6-0 1-6-0 1-11-11 1-11-11 4-0-0 2-0-5 0-4-71-8-40-3-88.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.21 0.22 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: 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 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=-3/Mechanical, 2=272/0-5-8, 4=30/Mechanical Max Horz 2=59(LC 8) Max Uplift3=-21(LC 5), 2=-18(LC 8) Max Grav 3=32(LC 19), 2=272(LC 1), 4=67(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 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 1,2018 Job B1804416 Truss S02 Truss Type Jack-Open Qty 5 Ply 1 Chelan Creek Lot 1 Job Reference (optional) K5206964 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Oct 01 09:38:52 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:J64HeDK_9859huMe5FjzrXynHlm-zwZFCncXbf?I5x2sEm6aZdPbHHTJGXLbQ3bQ6CyXp3n Scale = 1:14.2 1 2 3 42x4 1-11-11 1-11-11 2-0-0 0-0-5 -1-6-0 1-6-0 1-11-11 1-11-11 2-0-0 0-0-5 0-4-71-8-40-3-88.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.17 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 2 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=234/0-5-8, 4=16/Mechanical, 3=23/Mechanical Max Horz 2=60(LC 8) Max Uplift2=-23(LC 8), 3=-15(LC 8) Max Grav 2=234(LC 1), 4=35(LC 3), 3=26(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 October 1,2018 Job B1804416 Truss S03 Truss Type Jack-Open Qty 2 Ply 1 Chelan Creek Lot 1 Job Reference (optional) K5206965 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Oct 01 09:38:52 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:J64HeDK_9859huMe5FjzrXynHlm-zwZFCncXbf?I5x2sEm6aZdPacHKVGXLbQ3bQ6CyXp3n Scale = 1:18.0 1 2 3 5 6 7 4 2x4 1-10-15 1-10-15 1-11-11 0-0-12 8-0-0 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) 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, 4=62/Mechanical Max Horz 2=59(LC 8) Max Uplift3=-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) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 6 lb down at 2-0-12, and 6 lb down at 4-0-12, 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 1,2018 Job B1804416 Truss S04 Truss Type Jack-Open Qty 2 Ply 1 Chelan Creek Lot 1 Job Reference (optional) K5206966 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Oct 01 09:38:53 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:J64HeDK_9859huMe5FjzrXynHlm-R67dQ7d9My79i5d2nUdp5qylMhgk?_bkfjKzeeyXp3m Scale = 1:20.5 1 2 3 42x4 3-10-15 3-10-15 3-11-11 0-0-12 8-0-0 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) 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, 4=62/Mechanical Max Horz 2=96(LC 8) Max Uplift3=-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) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 October 1,2018 Job B1804416 Truss S05 Truss Type Jack-Open Qty 2 Ply 1 Chelan Creek Lot 1 Job Reference (optional) K5206967 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Oct 01 09:38:53 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:J64HeDK_9859huMe5FjzrXynHlm-R67dQ7d9My79i5d2nUdp5qyg4hgk?_bkfjKzeeyXp3m Scale = 1:27.3 1 2 3 42x4 5-10-15 5-10-15 5-11-11 0-0-12 8-0-0 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) 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, 4=62/Mechanical Max Horz 2=133(LC 8) Max Uplift3=-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) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 October 1,2018 Job B1804416 Truss S06 Truss Type Jack-Open Qty 2 Ply 1 Chelan Creek Lot 1 Job Reference (optional) K5206968 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Oct 01 09:38:53 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:J64HeDK_9859huMe5FjzrXynHlm-R67dQ7d9My79i5d2nUdp5qycuhgk?_bkfjKzeeyXp3m Scale = 1:34.1 1 2 3 42x4 7-11-11 7-11-11 8-0-0 0-0-5 -1-6-0 1-6-0 7-11-11 7-11-11 8-0-0 0-0-5 0-4-75-8-40-3-88.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.82 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 3-1-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=255/Mechanical, 2=465/0-5-8, 4=62/Mechanical Max Horz 2=170(LC 8) Max Uplift3=-108(LC 8) Max Grav 3=255(LC 1), 2=465(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) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 October 1,2018 Job B1804416 Truss S07 Truss Type Jack-Open Qty 1 Ply 1 Chelan Creek Lot 1 Job Reference (optional) K5206969 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Oct 01 09:38:54 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:J64HeDK_9859huMe5FjzrXynHlm-vJh?dTdn7GF?KFCELB82e2Uo850ykRruuN4XA5yXp3l Scale = 1:38.5 1 2 3 42x4 8-0-0 8-0-0 8-0-0 8-0-0 9-11-11 1-11-11 0-4-77-0-40-5-36-7-17-0-48.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.72 0.62 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.41 -0.00 (loc) 1-4 1-4 3 l/defl >406 >225 n/a L/d 240 180 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 DF 2400F 2.0E BOT CHORD 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 8-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings Mechanical except (jt=length) 1=0-5-8, 2=0-3-0. (lb) - Max Horz 1=184(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 3 except 2=-140(LC 8) Max Grav All reactions 250 lb or less at joint(s) 3, 4 except 1=338(LC 1), 2=339(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=140. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 October 1,2018 Job B1804416 Truss S08A Truss Type MONO TRUSS Qty 1 Ply 1 Chelan Creek Lot 1 Job Reference (optional) K5206970 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Oct 01 09:38:54 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:J64HeDK_9859huMe5FjzrXynHlm-vJh?dTdn7GF?KFCELB82e2Uvz53IkGyuuN4XA5yXp3l Scale = 1:34.7 1 2 3 5 4 6 7 4x6 2x4 3x8 5x8 6x6 4-3-8 4-3-8 8-0-0 3-8-8 4-3-8 4-3-8 8-0-0 3-8-8 0-4-75-8-78.00 12 Plate Offsets (X,Y)-- [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) 0.28 0.40 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -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 3-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=1573/0-5-8, 4=1587/0-5-8 Max Horz 1=139(LC 5) Max Uplift1=-59(LC 8), 4=-95(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1799/55 BOT CHORD 1-6=-86/1449, 5-6=-86/1449, 5-7=-86/1449, 4-7=-86/1449 WEBS 2-5=-34/1778, 2-4=-1831/138 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4. 5) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 895 lb down and 62 lb up at 2-0-12, and 805 lb down and 32 lb up at 4-0-12, and 805 lb down and 32 lb up at 6-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-16, 1-3=-70 Concentrated Loads (lb) Vert: 5=-805(F) 6=-895(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 1,2018 Job B1804416 Truss S09 Truss Type Jack-Open Qty 4 Ply 1 Chelan Creek Lot 1 Job Reference (optional) K5206971 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Oct 01 09:38:55 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:J64HeDK_9859huMe5FjzrXynHlm-NVENqpeQuaNsyPnRvvgHBF14yUU?Tu5171p4jXyXp3k Scale = 1:21.3 1 2 3 42x4 2-0-0 2-0-0 -1-6-0 1-6-0 2-0-0 2-0-0 3-11-11 1-11-11 0-4-73-0-40-5-32-7-13-0-48.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.20 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 2 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=114/Mechanical, 2=281/0-5-8, 4=16/Mechanical Max Horz 2=96(LC 8) Max Uplift3=-49(LC 8), 2=-20(LC 8) Max Grav 3=114(LC 1), 2=281(LC 1), 4=35(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 October 1,2018 Job B1804416 Truss S10 Truss Type Jack-Open Qty 3 Ply 1 Chelan Creek Lot 1 Job Reference (optional) K5206972 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Oct 01 09:38:55 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:J64HeDK_9859huMe5FjzrXynHlm-NVENqpeQuaNsyPnRvvgHBF1_VUU?Tu5171p4jXyXp3k Scale = 1:28.4 1 2 3 42x4 2-0-0 2-0-0 -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) 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, 4=16/Mechanical Max Horz 2=133(LC 8) Max Uplift3=-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) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 October 1,2018 Job B1804416 Truss S20 Truss Type Jack-Open Qty 1 Ply 1 Chelan Creek Lot 1 Job Reference (optional) K5206973 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Oct 01 09:38:56 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:J64HeDK_9859huMe5FjzrXynHlm-rhom29f2ftVjZZMdTcBWjTaFbuiQCLKALhZeFzyXp3j Scale = 1:14.4 1 2 3 5 6 4 2x4 1-10-15 1-10-15 1-11-11 0-0-12 6-0-0 4-0-5 -1-6-0 1-6-0 1-11-11 1-11-11 6-0-0 4-0-5 0-4-71-8-40-3-88.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.21 0.55 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.13 -0.00 (loc) 2-4 2-4 3 l/defl >922 >512 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=-3/Mechanical, 2=288/0-5-8, 4=46/Mechanical Max Horz 2=59(LC 8) Max Uplift3=-11(LC 8), 2=-8(LC 8) Max Grav 3=10(LC 4), 2=288(LC 1), 4=103(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 6 lb down at 2-0-12, and 6 lb down at 4-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-70, 2-4=-16 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 October 1,2018 Job B1804416 Truss S21 Truss Type Jack-Open Qty 1 Ply 1 Chelan Creek Lot 1 Job Reference (optional) K5206974 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Oct 01 09:38:56 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:J64HeDK_9859huMe5FjzrXynHlm-rhom29f2ftVjZZMdTcBWjTaFbuiQCLKALhZeFzyXp3j Scale = 1:20.8 1 2 3 42x4 3-10-15 3-10-15 3-11-11 0-0-12 6-0-0 2-0-5 -1-6-0 1-6-0 3-11-11 3-11-11 6-0-0 2-0-5 0-4-73-0-40-3-88.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.21 0.55 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.13 -0.00 (loc) 2-4 2-4 3 l/defl >922 >512 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=100/Mechanical, 2=324/0-5-8, 4=46/Mechanical Max Horz 2=96(LC 8) Max Uplift3=-48(LC 8), 2=-3(LC 8) Max Grav 3=101(LC 15), 2=324(LC 1), 4=103(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 October 1,2018 Job B1804416 Truss S22 Truss Type Jack-Open Qty 1 Ply 1 Chelan Creek Lot 1 Job Reference (optional) K5206975 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Oct 01 09:38:56 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:J64HeDK_9859huMe5FjzrXynHlm-rhom29f2ftVjZZMdTcBWjTa8UuiQCLKALhZeFzyXp3j Scale = 1:25.2 1 2 32x4 5-11-11 5-11-11 6-0-0 0-0-5 5-11-11 5-11-11 6-0-0 0-0-5 0-4-74-4-40-3-88.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.67 0.55 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.13 -0.00 (loc) 1-3 1-3 2 l/defl >922 >512 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=245/0-5-8, 2=199/Mechanical, 3=46/Mechanical Max Horz 1=110(LC 8) Max Uplift2=-83(LC 8) Max Grav 1=245(LC 1), 2=199(LC 1), 3=103(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 October 1,2018 Job B1804416 Truss S23 Truss Type MONO TRUSS Qty 1 Ply 1 Chelan Creek Lot 1 Job Reference (optional) K5206976 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Oct 01 09:38:57 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:J64HeDK_9859huMe5FjzrXynHlm-JuM8FVggQBdaBixp0KilGg6RbI5ZxkcKaLIBnQyXp3i Scale = 1:27.5 1 2 3 5 4 6 7 3x4 2x4 3x8 3x6 4x4 3-2-3 3-2-3 6-0-0 2-9-13 3-2-3 3-2-3 6-0-0 2-9-13 0-4-74-4-78.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.13 0.37 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.00 (loc) 5 1-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x6 DF No.2 WEBS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=935/0-5-8, 4=966/0-5-8 Max Horz 1=105(LC 5) Max Uplift1=-24(LC 8), 4=-63(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-927/22 BOT CHORD 1-6=-49/727, 5-6=-49/727, 5-7=-49/727, 4-7=-49/727 WEBS 2-5=-2/846, 2-4=-923/84 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4. 5) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 473 lb down and 24 lb up at 1-0-12, and 471 lb down and 25 lb up at 3-0-12, and 473 lb down and 23 lb up at 5-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-16, 1-3=-70 Concentrated Loads (lb) Vert: 5=-471(F) 6=-473(F) 7=-473(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 1,2018 Job B1804416 Truss S31 Truss Type Jack-Open Qty 1 Ply 1 Chelan Creek Lot 1 Job Reference (optional) K5206977 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Oct 01 09:38:57 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:J64HeDK_9859huMe5FjzrXynHlm-JuM8FVggQBdaBixp0KilGg6TzI1txoaKaLIBnQyXp3i Scale = 1:14.7 1 2 4 5 6 34x4 1-7-15 1-7-15 1-8-11 0-0-12 7-9-0 6-0-5 1-8-11 1-8-11 7-9-0 6-0-5 0-6-71-8-40-3-88.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.04 0.60 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.39 -0.00 (loc) 1-3 1-3 2 l/defl >419 >233 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 No.2 WEDGE Left: 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 7-9-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=56/Mechanical, 3=61/Mechanical, 1=117/Mechanical Max Horz 1=37(LC 8) Max Uplift2=-28(LC 8) Max Grav 2=56(LC 15), 3=137(LC 3), 1=153(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 6 lb down at 1-9-12, and 6 lb down at 3-9-12, and 6 lb down at 5-9-12 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: 1-2=-70, 1-3=-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 1,2018 Job B1804416 Truss S32 Truss Type Jack-Open Qty 1 Ply 1 Chelan Creek Lot 1 Job Reference (optional) K5206978 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Oct 01 09:38:58 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:J64HeDK_9859huMe5FjzrXynHlm-n4wWTqgIAVlRpsW0a1D_oufbWiN6gFqTp?2kJsyXp3h Scale = 1:18.1 1 2 3 4x4 3-7-15 3-7-15 3-8-11 0-0-12 7-9-0 4-0-5 3-8-11 3-8-11 7-9-0 4-0-5 0-6-73-0-40-3-88.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.25 0.60 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.39 -0.00 (loc) 1-3 1-3 2 l/defl >419 >233 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEDGE Left: 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 7-9-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=126/Mechanical, 3=61/Mechanical, 1=187/Mechanical Max Horz 1=74(LC 8) Max Uplift2=-55(LC 8) Max Grav 2=126(LC 1), 3=137(LC 3), 1=187(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 October 1,2018 Job B1804416 Truss S33 Truss Type Jack-Open Qty 1 Ply 1 Chelan Creek Lot 1 Job Reference (optional) K5206979 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Oct 01 09:38:58 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:J64HeDK_9859huMe5FjzrXynHlm-n4wWTqgIAVlRpsW0a1D_oufUIiN6gFqTp?2kJsyXp3h Scale = 1:24.9 1 2 34x4 5-7-15 5-7-15 5-8-11 0-0-12 7-9-0 2-0-5 5-8-11 5-8-11 7-9-0 2-0-5 0-6-74-4-40-3-88.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.65 0.60 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.39 -0.00 (loc) 1-3 1-3 2 l/defl >419 >233 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEDGE Left: 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 7-9-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=196/Mechanical, 3=61/Mechanical, 1=257/Mechanical Max Horz 1=110(LC 8) Max Uplift2=-83(LC 8) Max Grav 2=196(LC 1), 3=137(LC 3), 1=257(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 October 1,2018 Job B1804416 Truss S34 Truss Type Jack-Open Qty 1 Ply 1 Chelan Creek Lot 1 Job Reference (optional) K5206980 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Oct 01 09:38:59 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:J64HeDK_9859huMe5FjzrXynHlm-FGUugAhwxotIQ05C8kkDL5Cfm6jLPi4d1fnIsIyXp3g Scale: 3/8"=1' 1 2 34x4 7-8-11 7-8-11 7-9-0 0-0-5 7-8-11 7-8-11 7-9-0 0-0-5 0-6-75-8-40-3-88.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.66 0.60 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.39 -0.00 (loc) 1-3 1-3 2 l/defl >419 >233 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 DF 2400F 2.0E BOT CHORD 2x4 HF No.2 WEDGE Left: 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 7-9-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=266/Mechanical, 3=61/Mechanical, 1=327/Mechanical Max Horz 1=147(LC 8) Max Uplift2=-111(LC 8) Max Grav 2=266(LC 1), 3=137(LC 3), 1=327(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=111. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 October 1,2018 Job B1804416 Truss S35 Truss Type Jack-Open Qty 1 Ply 1 Chelan Creek Lot 1 Job Reference (optional) K5206981 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Oct 01 09:38:59 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:J64HeDK_9859huMe5FjzrXynHlm-FGUugAhwxotIQ05C8kkDL5Ce76jLPi4d1fnIsIyXp3g Scale = 1:38.6 1 2 3 44x4 7-9-0 7-9-0 7-9-0 7-9-0 9-8-11 1-11-11 0-6-77-0-40-5-36-7-17-0-48.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.71 0.60 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.39 -0.00 (loc) 1-4 1-4 3 l/defl >419 >233 n/a L/d 240 180 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 DF 2400F 2.0E BOT CHORD 2x4 HF No.2 WEDGE Left: 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 7-9-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings Mechanical except (jt=length) 2=0-3-0. (lb) - Max Horz 1=184(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 3 except 2=-140(LC 8) Max Grav All reactions 250 lb or less at joint(s) 3, 4 except 1=334(LC 1), 2=336(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=140. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 October 1,2018 Job B1804416 Truss S36 Truss Type Jack-Open Qty 2 Ply 1 Chelan Creek Lot 1 Job Reference (optional) K5206982 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Oct 01 09:39:00 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:J64HeDK_9859huMe5FjzrXynHlm-kT2GuWiYi6092AfOiSFSuJkptV3a89KmGJXrOkyXp3f Scale = 1:45.4 1 2 3 4 54x4 7-9-0 7-9-0 7-9-0 7-9-0 11-8-11 3-11-11 0-6-78-4-40-5-37-11-18-4-48.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.71 0.60 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.39 -0.00 (loc) 1-5 1-5 4 l/defl >419 >233 n/a L/d 240 180 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 DF 2400F 2.0E BOT CHORD 2x4 HF No.2 WEDGE Left: 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 7-9-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings Mechanical except (jt=length) 2=0-3-0, 3=0-1-8. (lb) - Max Horz 1=221(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 4, 3 except 2=-144(LC 8) Max Grav All reactions 250 lb or less at joint(s) 4, 5, 3 except 1=334(LC 1), 2=341(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 3 except (jt=lb) 2=144. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 3. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 October 1,2018 Job B1804416 Truss S37 Truss Type Jack-Open Qty 2 Ply 1 Chelan Creek Lot 1 Job Reference (optional) K5206983 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Oct 01 09:39:00 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:J64HeDK_9859huMe5FjzrXynHlm-kT2GuWiYi6092AfOiSFSuJkptV3a89KmGJXrOkyXp3f Scale = 1:52.3 1 3 2 4 5 6 7 3x6 4x4 7-9-0 7-9-0 7-9-0 7-9-0 13-8-11 5-11-11 0-6-79-8-40-5-39-3-19-8-48.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.71 0.60 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.39 -0.00 (loc) 1-7 1-7 6 l/defl >419 >233 n/a L/d 240 180 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 *Except* 1-3: 2x4 DF 2400F 2.0E BOT CHORD 2x4 HF No.2 WEDGE Left: 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings Mechanical except (jt=length) 2=0-3-0, 4=0-1-8, 5=0-1-8. (lb) - Max Horz 1=258(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 6, 4, 5 except 2=-145(LC 8) Max Grav All reactions 250 lb or less at joint(s) 6, 7, 4, 5 except 1=334(LC 1), 2=341(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4, 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4, 5 except (jt=lb) 2=145. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 4, 5. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 October 1,2018 Job B1804416 Truss S38 Truss Type Jack-Open Qty 1 Ply 1 Chelan Creek Lot 1 Job Reference (optional) K5206984 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Oct 01 09:39:00 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:J64HeDK_9859huMe5FjzrXynHlm-kT2GuWiYi6092AfOiSFSuJkpdV3M89KmGJXrOkyXp3f Scale = 1:38.5 1 2 3 42x4 8-0-0 8-0-0 8-0-0 8-0-0 9-11-11 1-11-11 0-4-77-0-40-5-36-7-17-0-48.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.72 0.62 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.41 -0.00 (loc) 1-4 1-4 3 l/defl >406 >225 n/a L/d 240 180 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 DF 2400F 2.0E BOT CHORD 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 8-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings Mechanical except (jt=length) 1=0-5-8, 2=0-3-0. (lb) - Max Horz 1=184(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 3 except 2=-140(LC 8) Max Grav All reactions 250 lb or less at joint(s) 3, 4 except 1=338(LC 1), 2=339(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=140. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 October 1,2018 Job B1804416 Truss Z01 Truss Type GABLE Qty 1 Ply 1 Chelan Creek Lot 1 Job Reference (optional) K5206985 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Oct 01 09:39:01 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:J64HeDK_9859huMe5FjzrXynHlm-Cfcf5sjATQ80gKEbF9mhQWH7uvWXtc8vVzGOwByXp3e Scale = 1:27.9 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 4x4 3x4 3x4 12-0-0 12-0-0 -1-6-0 1-6-0 6-0-0 6-0-0 12-0-0 6-0-0 13-6-0 1-6-0 0-4-74-4-70-4-78.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.18 0.11 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.00 (loc) 11 11 14 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 54 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 OTHERS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 12-0-0. (lb) - Max Horz 2=89(LC 25) Max Uplift All uplift 100 lb or less at joint(s) 16, 17, 18, 14, 13, 12 except 2=-420(LC 29), 10=-431(LC 30) Max Grav All reactions 250 lb or less at joint(s) 15, 16, 17, 18, 14, 13, 12 except 2=490(LC 40), 10=500(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-794/767, 3-4=-530/515, 4-5=-361/369, 7-8=-333/350, 8-9=-499/492, 9-10=-764/739 BOT CHORD 2-18=-609/650, 17-18=-429/470, 16-17=-295/336, 13-14=-295/336, 12-13=-429/470, 10-12=-609/650 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 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 17, 18, 14, 13, 12 except (jt=lb) 2=420, 10=431. 10) This truss has been designed for a total drag load of 100 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 12-0-0 for 100.0 plf. 11) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 October 1,2018 Job B1804416 Truss Z02 Truss Type Common Qty 4 Ply 1 Chelan Creek Lot 1 Job Reference (optional) K5206986 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Oct 01 09:39:02 2018 Page 1 ProBuild Arlington, Arlington,WA 98223 ID:J64HeDK_9859huMe5FjzrXynHlm-gr91ICkpEjGtHUpnptIwzkq9TJpsc2Q3kd0ySdyXp3d Scale = 1:27.9 1 2 3 4 5 4x4 3x4 3x4 2x4 6-0-0 6-0-0 12-0-0 6-0-0 -1-6-0 1-6-0 6-0-0 6-0-0 12-0-0 6-0-0 0-4-74-4-70-4-78.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.76 0.30 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.06 0.01 (loc) 4-5 4-5 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 3-10-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=487/0-5-8, 2=626/0-5-8 Max Horz 2=83(LC 5) Max Uplift4=-9(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=-561/19, 3-4=-527/15 BOT CHORD 2-5=0/356, 4-5=0/356 WEBS 3-5=0/258 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 250 Klug Circle Corona, CA 92880 October 1,2018 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.