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HomeMy WebLinkAboutP_Truss_Engineering_180720_v3Re: 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: K4907784 thru K4907798 My license renewal date for the state of Washington is September 28, 2018. B1800692 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 2 250 Klug Circle Corona, CA 92880 951-245-9525 MiTek USA, Inc. July 18,2018 Job B1800692 Truss A01 Truss Type GABLE Qty 1 Ply 1 Chelan Creek Lot 2 Job Reference (optional) K4907784 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Jul 18 14:21:29 2018 Page 1 Builders First Source, Arlington, WA 98223 ID:Y1v?rZ3bwnZlfVAAT_pGS8yA35j-tfBaizBsd3CyMx1IPDGxTUoMg0zrETvuKTLqPMywo2q Scale = 1:69.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 2324 25 26 27 28 29 30 31 32 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 4443 42 41 40 39 38 37 36 35 34 333x6 5x8 3x8 5x8 3x8 3x8 3x6 39-6-0 39-6-0 19-9-0 19-9-0 39-6-0 19-9-0 41-0-0 1-6-0 0-4-310-2-110-4-36.00 12 Plate Offsets (X,Y)-- [44:0-2-0,0-1-8], [50:0-4-0,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.16 0.05 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 0.01 (loc) 32 32 31 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 263 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 OTHERS 2x4 HF Stud *Except* 16-47,15-48,14-49,13-51,12-52,17-46,18-45,19-43,20-42: 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. WEBS 1 Row at midpt 16-47, 15-48, 14-49, 17-46, 18-45 REACTIONS.All bearings 39-6-0. (lb) - Max Horz 1=-135(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1, 48, 49, 51, 52, 53, 54, 55, 56, 57, 58, 59, 60, 61, 45, 43, 42, 41, 40, 39, 38, 37, 36, 35, 34, 33 Max Grav All reactions 250 lb or less at joint(s) 1, 31, 47, 48, 49, 51, 52, 53, 54, 55, 56, 57, 58, 59, 60, 61, 46, 45, 43, 42, 41, 40, 39, 38, 37, 36, 35, 34, 33 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) 1, 48, 49, 51, 52, 53, 54, 55, 56, 57, 58, 59, 60, 61, 45, 43, 42, 41, 40, 39, 38, 37, 36, 35, 34, 33. 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 July 18,2018 Job B1800692 Truss A02 Truss Type DBL. HOWE Qty 5 Ply 1 Chelan Creek Lot 2 Job Reference (optional) K4907785 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Jul 18 14:21:30 2018 Page 1 Builders First Source, Arlington, WA 98223 ID:Y1v?rZ3bwnZlfVAAT_pGS8yA35j-MrlzvJCUONKp_5cVzxnA?iLMNQ6VznQ1Y74Oxoywo2p Scale = 1:68.3 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 113x8 3x8 3x8 5x8 3x8 2x4 3x4 3x4 3x4 3x8 3x4 3x4 2x4 3x4 3x8 3x8 6-11-5 6-11-5 13-4-3 6-4-13 19-9-0 6-4-13 26-1-13 6-4-13 32-6-11 6-4-13 39-6-0 6-11-5 6-11-5 6-11-5 13-4-3 6-4-13 19-9-0 6-4-13 26-1-13 6-4-13 32-6-11 6-4-13 39-6-0 6-11-5 41-0-0 1-6-0 0-4-310-2-110-4-36.00 12 Plate Offsets (X,Y)-- [1:0-8-0,0-0-6], [9:0-8-0,0-0-6] 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) 0.86 0.85 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.42 0.18 (loc) 14-16 14-16 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 171 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud *Except* 5-14,4-14,6-14: 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 6-14 REACTIONS.(lb/size) 1=1676/0-5-8, 9=1803/0-5-8 Max Horz 1=-135(LC 13) Max Uplift1=-45(LC 8), 9=-66(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3201/89, 2-3=-2579/61, 3-4=-2398/91, 4-5=-1972/109, 5-6=-1973/110, 6-7=-2393/89, 7-8=-2573/58, 8-9=-3174/82 BOT CHORD 1-17=-125/2749, 16-17=-125/2749, 15-16=-35/2216, 14-15=-35/2216, 13-14=0/2212, 12-13=0/2212, 11-12=0/2722, 9-11=0/2722 WEBS 2-17=0/258, 4-16=0/415, 5-14=-21/1255, 6-12=0/412, 8-11=0/254, 2-16=-618/102, 4-14=-810/131, 6-14=-805/130, 8-12=-592/97 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 100 lb uplift at joint(s) 1, 9. 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 July 18,2018 Job B1800692 Truss A03 Truss Type DBL. HOWE Qty 4 Ply 1 Chelan Creek Lot 2 Job Reference (optional) K4907786 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Jul 18 14:21:31 2018 Page 1 Builders First Source, Arlington, WA 98223 ID:Y1v?rZ3bwnZlfVAAT_pGS8yA35j-q1JL7fC69gSgcFBhWeIPYvtX6qSjiEgBnnqxTFywo2o Scale = 1:67.2 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 103x8 3x8 3x8 5x8 3x8 2x4 3x4 3x4 3x4 3x8 3x4 3x4 2x4 3x4 3x8 3x8 6-11-5 6-11-5 13-4-3 6-4-13 19-9-0 6-4-13 26-1-13 6-4-13 32-6-11 6-4-13 39-6-0 6-11-5 6-11-5 6-11-5 13-4-3 6-4-13 19-9-0 6-4-13 26-1-13 6-4-13 32-6-11 6-4-13 39-6-0 6-11-5 0-4-310-2-110-4-36.00 12 Plate Offsets (X,Y)-- [1:0-8-0,0-0-6], [9:0-8-0,0-0-6] 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) 0.86 0.85 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.42 0.18 (loc) 11-13 11-13 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 169 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud *Except* 5-13,4-13,6-13: 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-13, 6-13 REACTIONS.(lb/size) 1=1679/0-5-8, 9=1679/0-5-8 Max Horz 1=118(LC 8) Max Uplift1=-45(LC 8), 9=-45(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3207/89, 2-3=-2585/61, 3-4=-2404/92, 4-5=-1978/111, 5-6=-1978/111, 6-7=-2404/92, 7-8=-2585/61, 8-9=-3207/89 BOT CHORD 1-16=-133/2754, 15-16=-133/2754, 14-15=-44/2221, 13-14=-44/2221, 12-13=0/2221, 11-12=0/2221, 10-11=-15/2754, 9-10=-15/2754 WEBS 2-16=0/258, 4-15=0/415, 5-13=-21/1260, 6-11=0/415, 8-10=0/258, 2-15=-618/102, 4-13=-810/131, 6-13=-810/131, 8-11=-618/102 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 100 lb uplift at joint(s) 1, 9. 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 July 18,2018 Job B1800692 Truss A04 Truss Type DBL. HOWE Qty 5 Ply 1 Chelan Creek Lot 2 Job Reference (optional) K4907787 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Jul 18 14:21:33 2018 Page 1 Builders First Source, Arlington, WA 98223 ID:Y1v?rZ3bwnZlfVAAT_pGS8yA35j-mQQ5YLEMhIiOrYK4e3KtdKzrmd7gA87TF5J2Y7ywo2m Scale = 1:76.6 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 24 253x8 4x8 3x8 5x8 3x8 2x4 3x4 3x4 3x4 3x4 3x4 3x8 2x4 3x4 3x8 3x8 3x8 2x4 2x4 2x4 2x4 6-11-5 6-11-5 13-4-3 6-4-13 19-9-0 6-4-13 26-1-13 6-4-13 32-6-11 6-4-13 39-6-0 6-11-5 6-11-5 6-11-5 13-4-3 6-4-13 16-6-9 3-2-7 19-9-0 3-2-7 26-1-13 6-4-13 32-6-11 6-4-13 39-6-0 6-11-5 0-4-310-2-110-4-36.00 12 Plate Offsets (X,Y)-- [1:0-8-0,0-0-6], [9:0-8-0,0-0-6] 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) 0.92 0.89 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.28 -0.53 0.19 (loc) 13-15 13-15 9 l/defl >999 >883 n/a L/d 240 180 n/a PLATES MT20 Weight: 182 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud *Except* 5-13,6-13: 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-17, 6-13, 6-17 JOINTS 1 Brace at Jt(s): 17 REACTIONS.(lb/size) 1=1766/0-5-8, 9=1742/0-5-8 Max Horz 1=118(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3391/0, 2-3=-2780/0, 3-4=-2599/0, 4-5=-895/101, 5-6=-979/83, 6-7=-2536/0, 7-8=-2719/0, 8-9=-3343/0 BOT CHORD 1-16=0/2918, 15-16=0/2918, 15-24=0/2396, 14-24=0/2396, 14-25=0/2396, 13-25=0/2396, 12-13=0/2335, 11-12=0/2335, 10-11=0/2876, 9-10=0/2876 WEBS 4-15=0/510, 13-17=-217/496, 5-17=-154/531, 6-11=0/402, 8-10=0/260, 2-15=-612/120, 4-17=-1806/122, 6-13=-406/577, 8-11=-621/104, 6-17=-1800/121 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) 150.0lb AC unit load placed on the bottom chord, 16-7-0 from left end, supported at two points, 4-0-0 apart. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 8.0psf. 6) "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 July 18,2018 Job B1800692 Truss A05 Truss Type GABLE Qty 1 Ply 1 Chelan Creek Lot 2 Job Reference (optional) K4907788 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Jul 18 14:21:34 2018 Page 1 Builders First Source, Arlington, WA 98223 ID:Y1v?rZ3bwnZlfVAAT_pGS8yA35j-Ec_TlhF?SbqETivGCms6AYVEz1g9vk9dTl2b4Zywo2l Scale = 1:68.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 2324 25 26 27 28 29 30 31 60 59 58 57 56 55 54 53 52 51 50 49 4847 46 45 44 43 4241 40 39 38 37 36 35 34 33 323x6 5x8 3x8 5x8 3x8 3x8 3x6 39-6-0 39-6-0 19-9-0 19-9-0 39-6-0 19-9-0 0-4-310-2-110-4-36.00 12 Plate Offsets (X,Y)-- [43:0-2-0,0-1-8], [49:0-4-0,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.06 0.04 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 31 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 261 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 OTHERS 2x4 HF Stud *Except* 16-46,15-47,14-48,13-50,12-51,17-45,18-44,19-42,20-41: 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. WEBS 1 Row at midpt 16-46, 15-47, 14-48, 17-45, 18-44 REACTIONS.All bearings 39-6-0. (lb) - Max Horz 1=118(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1, 47, 48, 50, 51, 52, 53, 54, 55, 56, 57, 58, 59, 60, 44, 42, 41, 40, 39, 38, 37, 36, 35, 34, 33, 32 Max Grav All reactions 250 lb or less at joint(s) 1, 31, 46, 47, 48, 50, 51, 52, 53, 54, 55, 56, 57, 58, 59, 60, 45, 44, 42, 41, 40, 39, 38, 37, 36, 35, 34, 33, 32 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) 1, 47, 48, 50, 51, 52, 53, 54, 55, 56, 57, 58, 59, 60, 44, 42, 41, 40, 39, 38, 37, 36, 35, 34, 33, 32. 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 July 18,2018 Job B1800692 Truss B01 Truss Type GABLE Qty 1 Ply 1 Chelan Creek Lot 2 Job Reference (optional) K4907789 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Jul 18 14:21:36 2018 Page 1 Builders First Source, Arlington, WA 98223 ID:Y1v?rZ3bwnZlfVAAT_pGS8yA35j-A?6EAMGF_D4yi03fJBuaFzbWurLpNeVwx3Xi9Sywo2j Scale = 1:55.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 4x8 3x4 3x6 3x4 30-0-0 30-0-0 -2-0-0 2-0-0 15-0-0 15-0-0 30-0-0 15-0-0 32-0-0 2-0-0 0-4-37-10-30-4-36.00 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) 0.28 0.09 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.04 0.01 (loc) 23 23 22 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 171 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 OTHERS 2x4 HF Stud *Except* 12-34: 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.All bearings 30-0-0. (lb) - Max Horz 2=-102(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 22, 35, 36, 37, 38, 39, 40, 41, 42, 43, 33, 32, 31, 29, 28, 27, 26, 25, 24 Max Grav All reactions 250 lb or less at joint(s) 34, 35, 36, 37, 38, 39, 40, 41, 42, 43, 33, 32, 31, 29, 28, 27, 26, 25, 24 except 2=312(LC 1), 22=312(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 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, 22, 35, 36, 37, 38, 39, 40, 41, 42, 43, 33, 32, 31, 29, 28, 27, 26, 25, 24. 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 July 18,2018 Job B1800692 Truss B02 Truss Type Common Qty 3 Ply 1 Chelan Creek Lot 2 Job Reference (optional) K4907790 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Jul 18 14:21:37 2018 Page 1 Builders First Source, Arlington, WA 98223 ID:Y1v?rZ3bwnZlfVAAT_pGS8yA35j-eBgcOiHtlWCpKAertvPpoA7Y1EWj6273AjHFhuywo2i Scale = 1:55.9 1 2 3 4 5 6 79810 11 4x6 3x6 5x8 2x4 3x4 2x4 3x6 10-0-0 10-0-0 20-0-0 10-0-0 30-0-0 10-0-0 -2-0-0 2-0-0 8-1-0 8-1-0 15-0-0 6-11-0 21-11-0 6-11-0 30-0-0 8-1-0 32-0-0 2-0-0 0-4-37-10-30-4-36.00 12 Plate Offsets (X,Y)-- [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) 0.84 0.82 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.48 -0.64 0.09 (loc) 8-9 8-9 6 l/defl >737 >550 n/a L/d 240 180 n/a PLATES MT20 Weight: 110 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* 5-8,3-9: 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=1426/0-5-8, 6=1426/0-5-8 Max Horz 2=-102(LC 9) Max Uplift2=-61(LC 8), 6=-61(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2199/67, 3-4=-1955/107, 4-5=-1955/108, 5-6=-2199/68 BOT CHORD 2-9=-64/1849, 9-10=0/1233, 10-11=0/1233, 8-11=0/1233, 6-8=0/1849 WEBS 4-8=-60/750, 5-8=-500/161, 4-9=-60/750, 3-9=-500/161 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 100 lb uplift at joint(s) 2, 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 July 18,2018 Job B1800692 Truss B03 Truss Type COMMON GIRDER Qty 1 Ply 3 Chelan Creek Lot 2 Job Reference (optional) K4907791 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Jul 18 14:21:38 2018 Page 1 Builders First Source, Arlington, WA 98223 ID:Y1v?rZ3bwnZlfVAAT_pGS8yA35j-7NE_b2IVWqKgxJD1Rcw2KOgmgetTrKTCON0pDLywo2h Scale = 1:55.9 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 1217 18 19 20 21 22 23 24 25 26 27 28 29 30 4x6 5x8 4x6 5x16 12x18 MT18H 5x8 8x8 4x6 3x10 5x8 8x8 4x6 3x10 5x16 5-4-5 5-4-5 9-1-11 3-9-5 15-0-0 5-10-5 20-10-5 5-10-5 24-7-11 3-9-5 30-0-0 5-4-5 -2-0-0 2-0-0 5-4-5 5-4-5 9-1-11 3-9-5 15-0-0 5-10-5 20-10-5 5-10-5 24-7-11 3-9-5 30-0-0 5-4-5 32-0-0 2-0-0 0-4-37-10-30-4-36.00 12 Plate Offsets (X,Y)-- [2:0-4-6,0-2-8], [10:0-4-6,0-2-8], [13:0-3-8,0-4-8], [15:0-3-8,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.65 0.72 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.30 -0.52 0.14 (loc) 13-14 13-14 10 l/defl >999 >680 n/a L/d 240 180 n/a PLATES MT20 MT18H Weight: 510 lb FT = 20% GRIP 185/148 185/148 LUMBER- TOP CHORD 2x4 DF 2400F 2.0E BOT CHORD 2x6 DF 2400F 2.0E WEBS 2x4 HF Stud *Except* 6-14: 2x4 HF No.2 WEDGE Left: 2x6 SP No.2, Right: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=12457/0-5-8 (req. 0-6-13), 10=12833/0-5-8 (req. 0-7-1) Max Horz 2=51(LC 27) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-23831/0, 3-4=-20427/0, 4-5=-15033/0, 5-6=-15010/0, 6-7=-15010/0, 7-8=-15033/0, 8-9=-20679/0, 9-10=-24311/0 BOT CHORD 2-17=0/21187, 17-18=0/21187, 16-18=0/21187, 16-19=0/21187, 19-20=0/21187, 15-20=0/21187, 15-21=0/18253, 21-22=0/18253, 22-23=0/18253, 14-23=0/18253, 14-24=0/18477, 24-25=0/18477, 25-26=0/18477, 13-26=0/18477, 13-27=0/21617, 27-28=0/21617, 12-28=0/21617, 12-29=0/21617, 29-30=0/21617, 10-30=0/21617 WEBS 6-14=0/13159, 8-14=-6391/0, 8-13=0/6284, 9-13=-3832/0, 9-12=0/3861, 4-14=-6107/257, 4-15=-195/5996, 3-15=-3583/152, 3-16=-99/3618 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-4-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are MT20 plates unless otherwise indicated. 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) WARNING: Required bearing size at joint(s) 2, 10 greater than input bearing size. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 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 July 18,2018 Job B1800692 Truss B03 Truss Type COMMON GIRDER Qty 1 Ply 3 Chelan Creek Lot 2 Job Reference (optional) K4907791 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Jul 18 14:21:38 2018 Page 2 Builders First Source, Arlington, WA 98223 ID:Y1v?rZ3bwnZlfVAAT_pGS8yA35j-7NE_b2IVWqKgxJD1Rcw2KOgmgetTrKTCON0pDLywo2h NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1672 lb down and 53 lb up at 2-0-12, 1672 lb down and 53 lb up at 4-0-12, 1672 lb down and 53 lb up at 6-0-12, 1672 lb down and 53 lb up at 8-0-12, 1672 lb down and 53 lb up at 10-0-12, 1674 lb down and 53 lb up at 12-0-12, 1674 lb down and 53 lb up at 14-0-12, and 1674 lb down and 53 lb up at 16-0-12, and 1674 lb down and 53 lb up at 18-0-12 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: 1-6=-35, 6-11=-35, 2-10=-8 Concentrated Loads (lb) Vert: 17=-1672(F) 18=-1672(F) 19=-1672(F) 20=-1672(F) 21=-1672(F) 22=-1674 23=-1674 24=-1674 25=-1674 26=-1762 27=-1762 28=-1762 29=-1762 30=-1762 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 B1800692 Truss C01 Truss Type KINGPOST Qty 1 Ply 1 Chelan Creek Lot 2 Job Reference (optional) K4907792 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Jul 18 14:21:39 2018 Page 1 Builders First Source, Arlington, WA 98223 ID:Y1v?rZ3bwnZlfVAAT_pGS8yA35j-banMoOJ7H8SXZToD_KRHtbDzT2Iqa_iMd1mMmnywo2g Scale = 1:50.4 1 2 3 4 6 8 9 10 11 12 13 5 7 18 19 17 16 15 14 4x12 3x4 3x4 3x4 3x4 3x4 7x10 MT18H 3x6 3x4 3x6 3x6 6-8-1 6-8-1 13-1-0 6-4-15 19-3-0 6-2-0 -1-1-15 1-1-15 6-8-1 6-8-1 9-7-8 2-11-7 19-3-0 9-7-8 20-4-15 1-1-15 0-4-74-7-126-5-46-9-70-4-78.00 12 Plate Offsets (X,Y)-- [3:0-1-0,Edge], [4:0-5-11,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 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.52 0.33 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.10 0.01 (loc) 2-19 2-19 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18H Weight: 104 lb FT = 20% GRIP 185/148 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud OTHERS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 7 REACTIONS.All bearings 6-7-8 except (jt=length) 2=0-5-8. (lb) - Max Horz 2=-124(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 2, 14 except 17=-373(LC 3) Max Grav All reactions 250 lb or less at joint(s) 15, 14 except 2=718(LC 1), 12=295(LC 20), 18=718(LC 3), 18=542(LC 1), 16=297(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-795/13, 3-4=-268/63, 8-9=-294/17, 11-12=-253/0, 3-5=-503/101, 5-7=-497/99, 7-18=-511/103 BOT CHORD 2-19=-1/558, 18-19=-1/558 WEBS 3-19=0/262, 9-16=-266/11 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) All plates are 2x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 14 except (jt=lb) 17=373. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 July 18,2018 Job B1800692 Truss C02 Truss Type COMMON GIRDER Qty 1 Ply 3 Chelan Creek Lot 2 Job Reference (optional) K4907793 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Jul 18 14:21:40 2018 Page 1 Builders First Source, Arlington, WA 98223 ID:Y1v?rZ3bwnZlfVAAT_pGS8yA35j-3mLl0kJl1RaOBdNQY1zWPpl8DSU0JD3VshVwIDywo2f Scale = 1:42.4 1 2 3 4 5 6 9 8 73x8 4x8 3x8 8x8 4x8 3x10 4x8 3x10 5-0-3 5-0-3 9-7-8 4-7-5 14-2-13 4-7-5 19-3-0 5-0-3 5-0-3 5-0-3 9-7-8 4-7-5 14-2-13 4-7-5 19-3-0 5-0-3 20-4-15 1-1-15 0-4-76-9-70-4-78.00 12 Plate Offsets (X,Y)-- [1:0-4-1,0-1-8], [5:0-4-1,0-1-8], [8:0-4-0,0-4-8] 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) 0.52 0.97 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.19 0.05 (loc) 7-8 7-8 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 289 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 5-11-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=7976/0-5-8, 5=8080/0-5-8 Max Horz 1=-123(LC 6) Max Uplift1=-522(LC 8), 5=-539(LC 9) Max Grav 1=8074(LC 15), 5=8166(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-11101/727, 2-3=-7479/533, 3-4=-7481/535, 4-5=-11085/722 BOT CHORD 1-9=-609/9184, 8-9=-609/9184, 7-8=-536/9095, 5-7=-536/9095 WEBS 3-8=-528/7938, 4-8=-3657/318, 4-7=-226/3960, 2-8=-3673/323, 2-9=-230/3975 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) 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) 1=522, 5=539. 8) Girder carries tie-in span(s): 37-9-0 from 0-0-0 to 19-3-0 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: 1-3=-70, 3-6=-70, 1-5=-779(B=-763) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 July 18,2018 Job B1800692 Truss D01 Truss Type GABLE Qty 1 Ply 1 Chelan Creek Lot 2 Job Reference (optional) K4907794 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Jul 18 14:21:40 2018 Page 1 Builders First Source, Arlington, WA 98223 ID:Y1v?rZ3bwnZlfVAAT_pGS8yA35j-3mLl0kJl1RaOBdNQY1zWPplFESjbJSsVshVwIDywo2f Scale = 1:29.2 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 4x8 3x4 3x4 13-1-0 13-1-0 -1-0-0 1-0-0 6-6-8 6-6-8 13-1-0 6-6-8 14-1-0 1-0-0 0-4-74-8-130-4-78.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.07 0.04 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 10 10 10 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 58 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 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 13-1-0. (lb) - Max Horz 2=-89(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 2, 16, 17, 18, 14, 13, 12 Max Grav All reactions 250 lb or less at joint(s) 2, 10, 15, 16, 17, 18, 14, 13, 12 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 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, 16, 17, 18, 14, 13, 12. 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 July 18,2018 Job B1800692 Truss D02 Truss Type Common Qty 1 Ply 1 Chelan Creek Lot 2 Job Reference (optional) K4907795 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Jul 18 14:21:41 2018 Page 1 Builders First Source, Arlington, WA 98223 ID:Y1v?rZ3bwnZlfVAAT_pGS8yA35j-Xyv7D4KOoliFpnxc6kUly0IEDs_w2u5f4LFTqfywo2e Scale = 1:29.4 1 2 3 4 5 6 4x8 3x4 3x4 2x4 6-6-8 6-6-8 13-1-0 6-6-8 -1-0-0 1-0-0 6-6-8 6-6-8 13-1-0 6-6-8 14-1-0 1-0-0 0-4-74-8-130-4-78.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB (Matrix) 0.89 0.35 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.09 0.01 (loc) 4-6 4-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 42 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=629/0-5-8, 4=629/0-5-8 Max Horz 2=89(LC 7) Max Uplift2=-25(LC 8), 4=-25(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-586/19, 3-4=-586/19 BOT CHORD 2-6=0/393, 4-6=0/393 WEBS 3-6=0/283 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 July 18,2018 Job B1800692 Truss J01 Truss Type GABLE Qty 1 Ply 1 Chelan Creek Lot 2 Job Reference (optional) K4907796 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Jul 18 14:21:41 2018 Page 1 Builders First Source, Arlington, WA 98223 ID:Y1v?rZ3bwnZlfVAAT_pGS8yA35j-Xyv7D4KOoliFpnxc6kUly0IQAs332vHf4LFTqfywo2e Scale = 1:20.6 1 2 3 4 5 6 10 9 8 7 -1-4-0 1-4-0 5-11-8 5-11-8 0-4-33-3-156.00 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) 0.12 0.02 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.00 (loc) 1 1 7 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud OTHERS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 5-11-8. (lb) - Max Horz 2=91(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 7, 2, 8, 9, 10 Max Grav All reactions 250 lb or less at joint(s) 7, 2, 8, 9, 10 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) 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. 3) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 2, 8, 9, 10. 9) "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 July 18,2018 Job B1800692 Truss J02 Truss Type Monopitch Qty 3 Ply 1 Chelan Creek Lot 2 Job Reference (optional) K4907797 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Jul 18 14:21:42 2018 Page 1 Builders First Source, Arlington, WA 98223 ID:Y1v?rZ3bwnZlfVAAT_pGS8yA35j-?9TVRQL0Z3r6QxWogS?_VErU5FLhnMroJ?_0M6ywo2d Scale = 1:20.6 1 2 3 42x4 5-11-8 5-11-8 -1-4-0 1-4-0 5-11-8 5-11-8 0-4-33-3-152-11-43-3-156.00 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) 0.56 0.32 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.12 -0.00 (loc) 2-4 2-4 3 l/defl >999 >567 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 5-11-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=183/Mechanical, 2=368/0-5-8, 4=45/Mechanical Max Horz 2=98(LC 8) Max Uplift3=-63(LC 8), 2=-17(LC 8) Max Grav 3=183(LC 1), 2=368(LC 1), 4=102(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 July 18,2018 Job B1800692 Truss J03 Truss Type Monopitch Qty 6 Ply 1 Chelan Creek Lot 2 Job Reference (optional) K4907798 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Jul 18 14:21:42 2018 Page 1 Builders First Source, Arlington, WA 98223 ID:Y1v?rZ3bwnZlfVAAT_pGS8yA35j-?9TVRQL0Z3r6QxWogS?_VEraoFPBnMroJ?_0M6ywo2d Scale = 1:10.5 1 2 3 42x4 1-11-8 1-11-8 -1-4-0 1-4-0 1-11-8 1-11-8 0-4-31-3-150-11-41-3-156.00 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) 0.13 0.03 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 No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=213/0-5-8, 4=15/Mechanical, 3=31/Mechanical Max Horz 2=43(LC 8) Max Uplift2=-23(LC 8), 3=-14(LC 8) Max Grav 2=213(LC 1), 4=34(LC 3), 3=31(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, 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 July 18,2018 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.