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2020.0022 Truss Profiles Duplex250 Klug Circle Corona, CA 92880 951-245-9525 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource (Arlington, WA). July 9,2020 Zhao, Xiaoming Pages or sheets covered by this seal: K7995443 thru K7995479 My license renewal date for the state of Washington is September 28, 2021. 2395184 2395184 Mountain Terrace Builders - Jefferson ST Duplex IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job 2395184 Truss A01 Truss Type CALIFORNIA GIRDER Qty 2 Ply 2 2395184 Mountain Terrace Builders - Jefferson ST Duplex Job Reference (optional) K7995443 8.240 s Apr 4 2020 MiTek Industries, Inc. Thu Jul 9 13:47:54 2020 Page 1 Builders First Source, Arlington,WA 98223 ID:_c?LD0Rqf9qka2MTFQb_H2yzoGN-hoSU_fM1G4wee2zgrZC1cs6nuf2m68OGyIn5csyzlW3 Scale = 1:56.7 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 4x6 5x8 4x6 5x12 5x12 4x6 5x8 4x6 5x8 3x4 2x4 4x8 2x4 2x4 3x8 2x4 4x8 3x4 2x4 2-0-0 2-2-12 7-6-1 12-2-5 17-0-0 21-9-11 26-5-15 31-9-4 32-0-0 34-0-0 34-0-0 4-1-12 4-1-12 7-6-1 3-4-5 7-10-15 0-4-14 12-2-5 4-3-6 17-0-0 4-9-11 21-9-11 4-9-11 26-1-1 4-3-6 26-5-15 0-4-14 29-10-4 3-4-5 34-0-0 4-1-12 0-4-13-4-43-7-100-4-13-4-45.00 12 Plate Offsets (X,Y)-- [1:0-2-1,0-1-12], [4:0-6-0,0-1-0], [8:0-6-0,0-1-0], [11:0-2-1,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-MSH 0.66 0.48 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.29 0.05 (loc) 14 14 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 353 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x6 DF No.2 WEBS 2x4 HF No.2 SLIDER Left 2x8 DF SS 2-6-0, Right 2x8 DF SS 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (5-1-10 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=2117/0-5-8, 11=2162/0-5-8 Max Horz 1=36(LC 38) Max Uplift 1=-348(LC 8), 11=-339(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-101/593, 2-3=-2380/471, 3-4=-3190/629, 4-28=-4843/858, 28-29=-4843/858, 5-29=-4843/858, 5-30=-4843/858, 30-31=-4843/858, 6-31=-4843/858, 6-32=-4937/846, 32-33=-4937/846, 7-33=-4937/846, 7-34=-4937/846, 34-35=-4937/846, 8-35=-4937/846, 8-9=-3279/613, 9-10=-2440/459, 10-11=-102/607 BOT CHORD 1-17=-367/1859, 17-36=-560/3004, 36-37=-560/3004, 16-37=-560/3004, 15-16=-892/5604, 15-38=-892/5604, 14-38=-892/5604, 14-39=-892/5604, 39-40=-892/5604, 13-40=-892/5604, 13-41=-519/3088, 41-42=-519/3088, 12-42=-519/3088, 11-12=-322/1905 WEBS 3-17=-236/1282, 4-17=-523/57, 4-16=-316/2221, 5-16=-599/194, 6-16=-914/112, 6-14=0/353, 6-13=-803/125, 7-13=-630/195, 8-13=-319/2234, 8-12=-511/63, 9-12=-231/1324 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 348 lb uplift at joint 1 and 339 lb uplift at joint 11. 9) 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 July 9,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job 2395184 Truss A01 Truss Type CALIFORNIA GIRDER Qty 2 Ply 2 2395184 Mountain Terrace Builders - Jefferson ST Duplex Job Reference (optional) K7995443 8.240 s Apr 4 2020 MiTek Industries, Inc. Thu Jul 9 13:47:55 2020 Page 2 Builders First Source, Arlington,WA 98223 ID:_c?LD0Rqf9qka2MTFQb_H2yzoGN-9_0sB?Nf1O2VFCYtPHjG94eye3O?rbeQAyWf8JyzlW2 NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 95 lb down and 74 lb up at 7-11-10, 102 lb down and 99 lb up at 10-0-12, 102 lb down and 104 lb up at 12-0-12, 121 lb down and 106 lb up at 14-0-12, 121 lb down and 107 lb up at 16-0-12, 121 lb down and 107 lb up at 17-11-4, 121 lb down and 106 lb up at 19-11-4, 121 lb down and 104 lb up at 21-11-4, and 121 lb down and 99 lb up at 23-11-4, and 95 lb down and 74 lb up at 26-0-6 on top chord, and 34 lb down and 133 lb up at 7-10-15, 51 lb down at 10-0-12, 51 lb down at 12-0-12, 65 lb down at 14-0-12, 65 lb down at 16-0-12, 65 lb down at 17-11-4, 65 lb down at 19-11-4, 65 lb down at 21-11-4, and 65 lb down at 23-11-4, and 41 lb down and 128 lb up at 25-11-4 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, 4-8=-70, 8-11=-70, 1-11=-16 Concentrated Loads (lb) Vert: 15=-49(F) 16=-28(F) 5=-102 7=-121 13=-49(F) 28=-40 29=-102 30=-121 31=-121 32=-121 33=-121 34=-121 35=-40 36=14(F) 37=-28(F) 38=-49(F) 39=-49(F) 40=-49(F) 41=-49(F) 42=-6(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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job 2395184 Truss A02 Truss Type California Girder Qty 1 Ply 2 2395184 Mountain Terrace Builders - Jefferson ST Duplex Job Reference (optional) K7995444 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 9 14:27:38 2020 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:_c?LD0Rqf9qka2MTFQb_H2yzoGN-wsXPVcPYRGzKbVMiaTztcWes4IQOj1vOW09GZ0yzmhJ Scale = 1:57.7 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 4x8 4x8 4x6 3x4 2x4 3x10 2x4 2x4 3x10 2x4 3x10 3x4 2x4 3x4 4x12 3x4 4x12 2-0-0 2-0-0 2-2-12 0-2-12 7-6-1 5-3-5 12-1-7 4-7-6 17-0-0 4-10-9 21-10-9 4-10-9 26-5-15 4-7-6 31-9-4 5-3-5 32-0-0 0-2-12 34-0-0 2-0-0 4-1-12 4-1-12 7-6-1 3-4-5 7-10-15 0-4-14 12-1-7 4-2-8 17-0-0 4-10-9 21-10-9 4-10-9 26-1-1 4-2-8 26-5-15 0-4-14 29-10-4 3-4-5 34-0-0 4-1-12 0-4-13-4-43-7-100-4-13-4-45.00 12 Plate Offsets (X,Y)-- [1:0-4-5,0-1-2], [1:0-0-0,1-10-3], [9:0-4-5,0-1-2], [9:0-0-0,1-10-3] LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.29 0.20 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.03 0.01 (loc) 10-11 14-15 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 341 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x6 DF No.2 WEBS 2x4 HF No.2 WEDGE Left: 2x8 DF SS, Right: 2x8 DF SS BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)12=0-5-8, 1=0-5-8, 9=0-5-8 Max Horz 1=36(LC 8) Max Uplift 12=-515(LC 8), 1=-100(LC 8), 9=-102(LC 9) Max Grav 12=2735(LC 1), 1=638(LC 19), 9=638(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1244/267, 2-3=-951/232, 3-4=-429/110, 4-5=-429/110, 5-6=-429/123, 6-7=-429/123, 7-8=-951/238, 8-9=-1244/273 BOT CHORD 1-15=-249/1098, 14-15=-179/836, 12-14=-1149/271, 11-12=-1149/271, 10-11=-150/836, 9-10=-219/1098 WEBS 2-15=-300/120, 3-15=-68/330, 3-14=-520/139, 4-14=-596/196, 5-14=-368/1769, 5-12=-2459/583, 5-11=-366/1768, 6-11=-596/196, 7-11=-521/131, 7-10=-66/329, 8-10=-300/120 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 100 lb uplift at joint(s) 1 except (jt=lb) 12=515, 9=102. 9) 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 July 9,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job 2395184 Truss A02 Truss Type California Girder Qty 1 Ply 2 2395184 Mountain Terrace Builders - Jefferson ST Duplex Job Reference (optional) K7995444 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 9 14:27:38 2020 Page 2 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:_c?LD0Rqf9qka2MTFQb_H2yzoGN-wsXPVcPYRGzKbVMiaTztcWes4IQOj1vOW09GZ0yzmhJ NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 95 lb down and 74 lb up at 7-11-10, 102 lb down and 99 lb up at 10-0-12, 102 lb down and 104 lb up at 12-0-12, 102 lb down and 106 lb up at 14-0-12, 102 lb down and 107 lb up at 16-0-12, 102 lb down and 107 lb up at 17-11-4, 102 lb down and 106 lb up at 19-11-4, 102 lb down and 104 lb up at 21-11-4, and 102 lb down and 99 lb up at 23-11-4, and 95 lb down and 74 lb up at 26-0-6 on top chord, and 34 lb down and 133 lb up at 7-10-15, 51 lb down at 10-0-12, 51 lb down at 12-0-12, 51 lb down at 14-0-12, 51 lb down at 16-0-12, 51 lb down at 17-11-4, 51 lb down at 19-11-4, 51 lb down at 21-11-4, and 51 lb down at 23-11-4, and 34 lb down and 133 lb up at 25-11-4 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: 1-3=-70, 3-7=-70, 7-9=-70, 1-9=-16 Concentrated Loads (lb) Vert: 13=-28(F) 14=-28(F) 4=-102 6=-102 11=-28(F) 16=-40 17=-102 18=-102 19=-102 20=-102 21=-102 22=-102 23=-40 24=14(F) 25=-28(F) 26=-28(F) 27=-28(F) 28=-28(F) 29=-28(F) 30=14(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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job 2395184 Truss A03 Truss Type California Qty 1 Ply 1 2395184 Mountain Terrace Builders - Jefferson ST Duplex Job Reference (optional) K7995445 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 9 14:27:39 2020 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:_c?LD0Rqf9qka2MTFQb_H2yzoGN-O25njyQACZ5BCfxv8AU68kBvWikCSSiYkgvq5SyzmhI Scale = 1:58.3 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 18 19 20 21 3x4 5x12 5x12 3x4 3x4 3x4 2x4 4x4 3x8 2x4 4x4 3x4 2x4 2-0-0 2-0-0 2-2-12 0-2-12 9-6-1 7-3-5 17-0-0 7-5-15 24-5-15 7-5-15 31-9-4 7-3-5 32-0-0 0-2-12 34-0-0 2-0-0 2-2-12 2-2-12 9-6-1 7-3-5 9-10-15 0-4-14 17-0-0 7-1-1 24-1-1 7-1-1 24-5-15 0-4-14 31-9-4 7-3-5 34-0-0 2-2-12 0-4-14-2-44-5-100-4-14-2-45.00 12 Plate Offsets (X,Y)-- [3:0-6-0,0-1-5], [5:0-6-0,0-1-5] LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.82 0.36 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.10 0.02 (loc) 8-9 8-9 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 132 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-9 oc purlins, except 2-0-0 oc purlins (10-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-10, 5-10 REACTIONS. (size)13=0-5-8, 10=0-5-8, 8=0-5-8 Max Horz 13=-47(LC 13) Max Uplift 13=-57(LC 8), 10=-152(LC 8), 8=-60(LC 9) Max Grav 13=759(LC 19), 10=1432(LC 1), 8=759(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-617/70, 5-6=-617/76 BOT CHORD 10-12=-30/475, 9-10=0/475 WEBS 2-13=-684/128, 2-12=0/312, 3-10=-780/82, 4-10=-594/174, 5-10=-780/75, 6-9=0/312, 6-8=-684/131 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 8 except (jt=lb) 10=152. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 64 lb down and 67 lb up at 9-11-10, 31 lb down and 46 lb up at 12-0-12, 33 lb down and 49 lb up at 14-0-12, 33 lb down and 49 lb up at 16-0-12, 33 lb down and 49 lb up at 17-11-4, 33 lb down and 49 lb up at 19-11-4, and 31 lb down and 46 lb up at 21-11-4, and 64 lb down and 67 lb up at 24-0-6 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: 1-3=-70, 3-5=-70, 5-7=-70, 1-7=-16 Concentrated Loads (lb) Vert: 14=-9 21=-9 July 9,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job 2395184 Truss A04 Truss Type California Qty 2 Ply 1 2395184 Mountain Terrace Builders - Jefferson ST Duplex Job Reference (optional) K7995446 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 9 14:27:40 2020 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:_c?LD0Rqf9qka2MTFQb_H2yzoGN-sEfAwHRoztD2qoV5hu?LhxjBE61nBpIhzKeNeuyzmhH Scale = 1:58.3 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 20 21 22 23 24 25 3x4 5x12 4x6 3x4 3x6 2x4 3x10 4x6 3x4 3x10 2x4 2x4 3x8 3x8 4x6 3x10 2x4 2-0-0 2-0-0 2-2-12 0-2-12 9-6-1 7-3-5 14-5-9 4-11-8 19-6-7 5-0-14 24-5-15 4-11-8 31-9-4 7-3-5 32-0-0 0-2-12 34-0-0 2-0-0 2-2-12 2-2-12 5-8-13 3-6-1 9-6-1 3-9-4 9-10-15 0-4-14 14-5-9 4-6-10 19-6-7 5-0-14 24-1-1 4-6-10 24-5-15 0-4-14 28-3-3 3-9-4 31-9-4 3-6-1 34-0-0 2-2-12 0-4-14-2-44-5-100-4-14-2-45.00 12 Plate Offsets (X,Y)-- [4:0-6-0,0-1-5], [11:0-3-8,0-1-8], [17:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.37 0.53 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.27 0.10 (loc) 13-15 13-15 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 141 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-7 oc purlins, except 2-0-0 oc purlins (3-5-2 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 1-17,10-11. REACTIONS. (size)17=0-5-8, 11=0-5-8 Max Horz 17=-47(LC 32) Max Uplift 17=-132(LC 8), 11=-133(LC 9) Max Grav 17=1471(LC 1), 11=1471(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1972/230, 4-5=-2342/292, 5-6=-2342/292, 6-7=-1785/228, 7-8=-1972/230 BOT CHORD 16-17=-183/1531, 15-16=-169/1801, 13-15=-219/2343, 12-13=-219/2343, 11-12=-137/1530 WEBS 3-17=-1923/220, 3-16=-27/428, 4-15=-114/753, 5-15=-373/107, 6-12=-767/117, 7-12=0/374, 8-12=-27/429, 8-11=-1922/220 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=132, 11=133. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 64 lb down and 67 lb up at 9-11-10, 31 lb down and 46 lb up at 12-0-12, 33 lb down and 49 lb up at 14-0-12, 33 lb down and 49 lb up at 16-0-12, 33 lb down and 49 lb up at 17-11-4, 33 lb down and 49 lb up at 19-11-4, and 31 lb down and 46 lb up at 21-11-4, and 64 lb down and 67 lb up at 24-0-6 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, 4-7=-70, 7-10=-70, 1-10=-16 Concentrated Loads (lb) Vert: 18=-9 25=-9 July 9,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job 2395184 Truss A05 Truss Type California Qty 1 Ply 1 2395184 Mountain Terrace Builders - Jefferson ST Duplex Job Reference (optional) K7995447 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 9 14:27:42 2020 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:_c?LD0Rqf9qka2MTFQb_H2yzoGN-odnwLzS2VUTm36fTpI1pmMpV2vjqeiu_Re7UinyzmhF Scale = 1:58.3 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 20 21 3x4 5x8 5x8 3x4 3x4 2x4 3x4 4x6 3x4 3x8 2x4 3x4 4x6 3x4 2x4 2-0-0 2-0-0 2-2-12 0-2-12 11-6-1 9-3-5 17-0-0 5-5-15 22-5-15 5-5-15 31-9-4 9-3-5 32-0-0 0-2-12 34-0-0 2-0-0 2-2-12 2-2-12 6-8-13 4-6-1 11-6-1 4-9-4 11-10-15 0-4-14 17-0-0 5-1-1 22-1-1 5-1-1 22-5-15 0-4-14 27-3-3 4-9-4 31-9-4 4-6-1 34-0-0 2-2-12 0-4-15-0-45-3-100-4-15-0-45.00 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-SH 0.48 0.49 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.28 0.02 (loc) 10-11 10-11 10 l/defl >999 >643 n/a L/d 240 180 n/a PLATES MT20 Weight: 140 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (10-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)15=0-5-8, 12=0-5-8, 10=0-5-8 Max Horz 15=-57(LC 13) Max Uplift 15=-42(LC 8), 12=-145(LC 8), 10=-52(LC 9) Max Grav 15=725(LC 19), 12=1533(LC 1), 10=725(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-339/43, 4-5=0/404, 5-6=0/404, 6-7=-339/62 BOT CHORD 14-15=-68/494, 10-11=-26/494 WEBS 3-15=-609/90, 3-14=-291/116, 4-14=0/333, 4-12=-787/69, 5-12=-436/127, 6-12=-787/55, 6-11=0/333, 7-11=-291/112, 7-10=-609/107 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 10 except (jt=lb) 12=145. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 55 lb down and 63 lb up at 11-11-10, 32 lb down and 47 lb up at 14-0-12, 33 lb down and 49 lb up at 16-0-12, 33 lb down and 49 lb up at 17-11-4, and 32 lb down and 47 lb up at 19-11-4, and 55 lb down and 63 lb up at 22-0-6 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, 4-6=-70, 6-9=-70, 1-9=-16 July 9,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job 2395184 Truss A06 Truss Type California Qty 2 Ply 1 2395184 Mountain Terrace Builders - Jefferson ST Duplex Job Reference (optional) K7995448 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 9 14:27:43 2020 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:_c?LD0Rqf9qka2MTFQb_H2yzoGN-HpLIYJTgGobdhGEgN0Z2JaLhjJ1uN5Q7fIt1EDyzmhE Scale = 1:58.3 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 20 21 3x4 5x12 5x12 3x4 3x4 2x4 3x10 4x6 3x4 3x8 2x4 3x4 4x6 3x10 2x4 2-0-0 2-0-0 2-2-12 0-2-12 11-6-1 9-3-5 17-0-0 5-5-15 22-5-15 5-5-15 31-9-4 9-3-5 32-0-0 0-2-12 34-0-0 2-0-0 2-2-12 2-2-12 6-8-13 4-6-1 11-6-1 4-9-4 11-10-15 0-4-14 17-0-0 5-1-1 22-1-1 5-1-1 22-5-15 0-4-14 27-3-3 4-9-4 31-9-4 4-6-1 34-0-0 2-2-12 0-4-15-0-45-3-100-4-15-0-45.00 12 Plate Offsets (X,Y)-- [4:0-6-0,0-1-5], [6:0-6-0,0-1-5], [10:0-3-8,0-1-8], [15:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.42 0.63 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.33 0.09 (loc) 10-11 10-11 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 140 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-12 oc purlins, except 2-0-0 oc purlins (3-8-3 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)15=0-5-8, 10=0-5-8 Max Horz 15=-57(LC 32) Max Uplift 15=-115(LC 8), 10=-115(LC 9) Max Grav 15=1462(LC 1), 10=1462(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1904/197, 4-5=-1982/230, 5-6=-1982/230, 6-7=-1904/197 BOT CHORD 14-15=-181/1641, 12-14=-126/1712, 11-12=-85/1712, 10-11=-125/1641 WEBS 2-15=-270/85, 3-15=-1917/219, 3-14=-11/267, 4-12=-94/454, 5-12=-427/126, 6-12=-94/454, 7-11=-12/267, 7-10=-1917/220, 8-10=-270/84 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=115, 10=115. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 55 lb down and 63 lb up at 11-11-10, 32 lb down and 47 lb up at 14-0-12, 33 lb down and 49 lb up at 16-0-12, 33 lb down and 49 lb up at 17-11-4, and 32 lb down and 47 lb up at 19-11-4, and 55 lb down and 63 lb up at 22-0-6 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, 4-6=-70, 6-9=-70, 1-9=-16 July 9,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job 2395184 Truss A07 Truss Type California Qty 1 Ply 1 2395184 Mountain Terrace Builders - Jefferson ST Duplex Job Reference (optional) K7995449 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 9 14:27:45 2020 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:_c?LD0Rqf9qka2MTFQb_H2yzoGN-DCS3z?UxoPsLwaO2URbWO?R0J7pjr5sQ7cM8J6yzmhC Scale = 1:56.3 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 5x8 5x8 2x4 4x4 3x8 2x4 4x4 2x4 2-0-0 2-0-0 2-2-12 0-2-12 7-8-13 5-6-1 13-6-1 5-9-4 17-0-0 3-5-15 20-5-15 3-5-15 26-3-3 5-9-4 31-9-4 5-6-1 32-0-0 0-2-12 34-0-0 2-0-0 2-2-12 2-2-12 7-8-13 5-6-1 13-6-1 5-9-4 13-10-15 0-4-14 17-0-0 3-1-1 20-1-1 3-1-1 20-5-15 0-4-14 26-3-3 5-9-4 31-9-4 5-6-1 34-0-0 2-2-12 0-4-15-10-46-1-100-4-15-10-45.00 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-SH 0.42 0.22 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.05 0.01 (loc) 15-16 15-16 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 152 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (10-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 15-16,11-12. REACTIONS. (size)17=0-5-8, 13=0-5-8, 10=0-5-8 Max Horz 17=66(LC 8) Max Uplift 17=-45(LC 8), 13=-87(LC 8), 10=-53(LC 9) Max Grav 17=702(LC 19), 13=1614(LC 1), 10=702(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-584/59, 4-5=0/478, 5-6=0/478, 7-8=-584/75 BOT CHORD 15-16=-53/477, 11-12=-1/477 WEBS 2-17=-621/90, 2-16=0/527, 3-15=-535/87, 4-15=0/341, 4-13=-781/61, 5-13=-250/71, 6-13=-781/51, 6-12=0/341, 7-12=-535/83, 8-11=-11/527, 8-10=-621/98 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 3x4 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 13, 10. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 40 lb down and 55 lb up at 13-11-10, 32 lb down and 47 lb up at 16-0-12, and 32 lb down and 47 lb up at 17-11-4, and 40 lb down and 55 lb up at 20-0-6 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, 4-6=-70, 6-9=-70, 1-9=-16 July 9,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job 2395184 Truss A08 Truss Type California Qty 2 Ply 1 2395184 Mountain Terrace Builders - Jefferson ST Duplex Job Reference (optional) K7995450 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 9 14:27:46 2020 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:_c?LD0Rqf9qka2MTFQb_H2yzoGN-hO0RBLVZZj_CYjzF286lxCzACW6Tac?aLG5hrYyzmhB Scale = 1:58.3 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 3x4 4x6 4x6 3x4 3x6 4x6 2x4 4x8 3x4 3x8 3x4 3x8 3x4 4x8 4x6 2x4 2-0-0 2-0-0 2-2-12 0-2-12 7-8-13 5-6-1 13-6-1 5-9-4 20-5-15 6-11-14 26-3-3 5-9-4 31-9-4 5-6-1 32-0-0 0-2-12 34-0-0 2-0-0 2-2-12 2-2-12 7-8-13 5-6-1 13-6-1 5-9-4 13-10-15 0-4-14 17-0-0 3-1-1 20-1-1 3-1-1 20-5-15 0-4-14 26-3-3 5-9-4 31-9-4 5-6-1 34-0-0 2-2-12 0-4-15-10-46-1-100-4-15-10-45.00 12 Plate Offsets (X,Y)-- [11:0-3-8,0-2-0], [15:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.47 0.44 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.22 0.06 (loc) 14 12-14 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 146 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-12 oc purlins, except 2-0-0 oc purlins (4-5-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)16=0-5-8, 10=0-5-8 Max Horz 16=66(LC 8) Max Uplift 16=-88(LC 8), 10=-88(LC 9) Max Grav 16=1462(LC 1), 10=1462(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1966/140, 3-4=-1791/147, 4-5=-1584/155, 5-6=-1584/155, 6-7=-1791/147, 7-8=-1966/140 BOT CHORD 14-15=-127/1750, 12-14=-70/1649, 11-12=-61/1750 WEBS 2-16=-1357/134, 2-15=-72/1765, 4-14=0/314, 5-14=-257/73, 5-12=-257/73, 6-12=0/314, 8-11=-70/1765, 8-10=-1357/133 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 10. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 40 lb down and 55 lb up at 13-11-10, 32 lb down and 47 lb up at 16-0-12, and 32 lb down and 47 lb up at 17-11-4, and 40 lb down and 55 lb up at 20-0-6 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, 4-6=-70, 6-9=-70, 1-9=-16 July 9,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job 2395184 Truss A09 Truss Type California Qty 1 Ply 1 2395184 Mountain Terrace Builders - Jefferson ST Duplex Job Reference (optional) K7995451 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 9 14:27:48 2020 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:_c?LD0Rqf9qka2MTFQb_H2yzoGN-dn8Bc1Xp5KEwn17d9Z8D0d3ULKpK2PDspaaowQyzmh9 Scale = 1:56.3 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 5x12 5x12 2x4 4x4 4x4 2x4 2-0-0 2-0-0 2-2-12 0-2-12 8-8-13 6-6-1 15-6-1 6-9-4 17-0-0 1-5-15 18-5-15 1-5-15 25-3-3 6-9-4 31-9-4 6-6-1 32-0-0 0-2-12 34-0-0 2-0-0 2-2-12 2-2-12 8-8-13 6-6-1 15-6-1 6-9-4 15-10-15 0-4-14 18-1-1 2-2-2 18-5-15 0-4-14 25-3-3 6-9-4 31-9-4 6-6-1 34-0-0 2-2-12 0-4-16-8-46-11-100-4-16-8-45.00 12 Plate Offsets (X,Y)-- [4:0-6-0,0-1-5], [5:0-6-0,0-1-5] LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.62 0.29 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.09 0.01 (loc) 13-15 13-15 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 154 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (10-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13,11-12. REACTIONS. (size)16=0-5-8, 12=0-5-8, 9=0-5-8 Max Horz 16=-76(LC 28) Max Uplift 16=-44(LC 8), 12=-69(LC 8), 9=-54(LC 9) Max Grav 16=708(LC 19), 12=1648(LC 1), 9=708(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-580/59, 3-4=0/346, 4-5=0/425, 5-6=-1/346, 6-7=-580/77 BOT CHORD 13-15=-56/462, 12-13=-258/122, 11-12=-258/100, 10-11=0/462 WEBS 2-16=-624/101, 2-15=0/452, 3-13=-696/105, 4-13=0/405, 4-12=-811/63, 5-12=-811/54, 5-11=0/405, 6-11=-696/102, 7-10=0/452, 7-9=-624/109 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 3x4 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 12, 9. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 67 lb down and 63 lb up at 15-11-10, and 67 lb down and 63 lb up at 18-0-6 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=-70, 5-8=-70, 1-8=-16 Concentrated Loads (lb) Vert: 17=-13 18=-13 July 9,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job 2395184 Truss A10 Truss Type California Qty 2 Ply 1 2395184 Mountain Terrace Builders - Jefferson ST Duplex Job Reference (optional) K7995452 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 9 14:27:49 2020 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:_c?LD0Rqf9qka2MTFQb_H2yzoGN-5ziZpMYRseMnPBhqjGfSYrbePk6lnw902EKMStyzmh8 Scale = 1:58.3 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 3x4 5x12 4x6 3x4 3x6 4x6 2x4 4x8 3x4 3x4 3x8 3x4 4x8 4x6 2x4 2-0-0 2-0-0 2-2-12 0-2-12 8-8-13 6-6-1 15-6-1 6-9-4 18-5-15 2-11-14 25-3-3 6-9-4 31-9-4 6-6-1 32-0-0 0-2-12 34-0-0 2-0-0 2-2-12 2-2-12 8-8-13 6-6-1 15-6-1 6-9-4 15-10-15 0-4-14 18-1-1 2-2-2 18-5-15 0-4-14 25-3-3 6-9-4 31-9-4 6-6-1 34-0-0 2-2-12 0-4-16-8-46-11-100-4-16-8-45.00 12 Plate Offsets (X,Y)-- [4:0-6-0,0-1-5], [10:0-3-8,0-2-0], [14:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.66 0.47 0.47 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.22 0.05 (loc) 12-14 12-14 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 147 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-10 oc purlins, except 2-0-0 oc purlins (4-5-11 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)15=0-5-8, 9=0-5-8 Max Horz 15=76(LC 8) Max Uplift 15=-78(LC 8), 9=-78(LC 9) Max Grav 15=1475(LC 1), 9=1475(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2044/124, 3-4=-1686/127, 4-5=-1472/140, 5-6=-1687/127, 6-7=-2044/124 BOT CHORD 12-14=-115/1812, 11-12=-38/1471, 10-11=-39/1811 WEBS 2-15=-1369/133, 2-14=-42/1762, 3-12=-426/120, 4-12=-13/283, 5-11=-10/283, 6-11=-425/120, 7-10=-40/1761, 7-9=-1369/133 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 9. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 67 lb down and 63 lb up at 15-11-10, and 67 lb down and 63 lb up at 18-0-6 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=-70, 5-8=-70, 1-8=-16 Concentrated Loads (lb) Vert: 16=-13 17=-13 July 9,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job 2395184 Truss A11 Truss Type Common Qty 3 Ply 1 2395184 Mountain Terrace Builders - Jefferson ST Duplex Job Reference (optional) K7995453 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 9 14:27:50 2020 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:_c?LD0Rqf9qka2MTFQb_H2yzoGN-ZAGy0iY3dyUd1LG0H_Bh528ot8UIWJM9Gu3v_Jyzmh7 Scale = 1:56.4 1 2 3 4 5 6 7 13 12 11 10 9 83x4 4x8 3x4 3x4 3x8 3x4 4x4 3x4 2x4 3x4 4x4 3x4 2x4 2-0-0 2-0-0 2-2-12 0-2-12 9-7-6 7-4-10 17-0-0 7-4-10 24-4-10 7-4-10 31-9-4 7-4-10 32-0-0 0-2-12 34-0-0 2-0-0 2-2-12 2-2-12 9-7-6 7-4-10 17-0-0 7-4-10 24-4-10 7-4-10 31-9-4 7-4-10 34-0-0 2-2-12 0-4-17-5-10-4-15.00 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-SH 0.75 0.32 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.10 0.01 (loc) 8-9 8-9 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 137 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF 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 5-10, 3-10 REACTIONS. (size)10=0-5-8, 8=0-5-8, 13=0-5-8 Max Horz 13=85(LC 8) Max Uplift 10=-10(LC 8), 8=-54(LC 9), 13=-45(LC 8) Max Grav 10=1620(LC 1), 8=706(LC 20), 13=706(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-546/60, 3-4=0/477, 4-5=0/477, 5-6=-546/78 BOT CHORD 10-12=-58/420, 9-10=0/420 WEBS 4-10=-760/33, 5-10=-770/116, 5-9=0/254, 6-9=-14/338, 6-8=-615/122, 3-10=-770/118, 3-12=0/254, 2-12=-14/338, 2-13=-615/114 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) 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) 10, 8, 13. July 9,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job 2395184 Truss A12 Truss Type Common Qty 5 Ply 1 2395184 Mountain Terrace Builders - Jefferson ST Duplex Job Reference (optional) K7995454 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 9 14:27:51 2020 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:_c?LD0Rqf9qka2MTFQb_H2yzoGN-2MpKE2ZiNFcUeVrCrhiweGhzBXotFsbJVXpSXlyzmh6 Scale = 1:56.4 1 2 3 4 5 6 7 13 12 11 10 9 83x4 4x6 3x4 3x6 3x8 3x4 4x6 3x10 2x4 3x4 4x6 3x10 2x4 2-0-0 2-0-0 2-2-12 0-2-12 9-7-6 7-4-10 17-0-0 7-4-10 24-4-10 7-4-10 31-9-4 7-4-10 32-0-0 0-2-12 34-0-0 2-0-0 2-2-12 2-2-12 9-7-6 7-4-10 17-0-0 7-4-10 24-4-10 7-4-10 31-9-4 7-4-10 34-0-0 2-2-12 0-4-17-5-10-4-15.00 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-SH 0.71 0.49 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.22 0.05 (loc) 9-10 9-10 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 137 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-10, 3-10 REACTIONS. (size)8=0-5-8, 13=0-5-8 Max Horz 13=-85(LC 9) Max Uplift 8=-50(LC 9), 13=-50(LC 8) Max Grav 8=1462(LC 1), 13=1462(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2032/71, 3-4=-1543/74, 4-5=-1543/74, 5-6=-2032/71 BOT CHORD 10-12=-68/1788, 9-10=0/1788 WEBS 4-10=0/635, 5-10=-598/117, 6-9=0/1654, 6-8=-1351/118, 3-10=-598/117, 2-12=0/1654, 2-13=-1351/119 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) 8, 13. July 9,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job 2395184 Truss B01 Truss Type California Girder Qty 1 Ply 1 2395184 Mountain Terrace Builders - Jefferson ST Duplex Job Reference (optional) K7995455 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 9 14:27:52 2020 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:_c?LD0Rqf9qka2MTFQb_H2yzoGN-WYNiROaK8ZkLGeQOOPD9ATDBixBc_NISkBY03Cyzmh5 Scale = 1:29.1 1 2 3 4 5 6 7 8 9 12 11 10 13 14 15 16 17 18 19 20 3x10 5x8 4x4 4x4 3x10 5x8 3x8 2x4 2x4 3x8 3x8 2x4 5-6-1 5-6-1 8-4-12 2-10-11 11-3-7 2-10-11 16-9-8 5-6-1 2-9-3 2-9-3 5-6-1 2-8-14 5-10-15 0-4-14 8-4-12 2-5-13 10-10-9 2-5-13 11-3-7 0-4-14 14-0-5 2-8-14 16-9-8 2-9-3 1-2-13-4-43-7-101-2-13-4-45.00 12 Plate Offsets (X,Y)-- [1:0-3-8,0-0-4], [9:0-8-4,0-0-4] 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 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.53 0.27 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.06 0.02 (loc) 11 11 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 92 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x6 DF No.2 WEBS 2x4 HF No.2 SLIDER Left 2x8 DF SS 1-8-11, Right 2x8 DF SS 1-8-11 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-13 oc purlins, except 2-0-0 oc purlins (5-4-3 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-5-8, 9=0-5-8 Max Horz 1=36(LC 34) Max Uplift 1=-155(LC 8), 9=-153(LC 9) Max Grav 1=834(LC 1), 9=835(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1231/272, 3-4=-1207/303, 4-5=-1107/290, 5-6=-1107/288, 6-7=-1208/301, 7-9=-1231/269 BOT CHORD 1-12=-222/983, 11-12=-298/1350, 10-11=-298/1350, 9-10=-184/983 WEBS 5-12=-414/109, 5-10=-413/112 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=155, 9=153. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 66 lb down and 16 lb up at 5-11-10, 100 lb down and 82 lb up at 8-0-12, and 100 lb down and 82 lb up at 8-8-12, and 66 lb down and 16 lb up at 10-9-13 on top chord, and 25 lb down and 128 lb up at 5-10-15, 50 lb down at 8-0-12, and 50 lb down at 8-8-12, and 25 lb down and 127 lb up at 10-8-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-70, 4-6=-70, 6-9=-70, 1-9=-16 Continued on page 2 July 9,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job 2395184 Truss B01 Truss Type California Girder Qty 1 Ply 1 2395184 Mountain Terrace Builders - Jefferson ST Duplex Job Reference (optional) K7995455 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 9 14:27:52 2020 Page 2 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:_c?LD0Rqf9qka2MTFQb_H2yzoGN-WYNiROaK8ZkLGeQOOPD9ATDBixBc_NISkBY03Cyzmh5 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 14=-100 15=-100 17=15(F) 18=-27(F) 19=-27(F) 20=14(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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job 2395184 Truss B02 Truss Type California Girder Qty 1 Ply 2 2395184 Mountain Terrace Builders - Jefferson ST Duplex Job Reference (optional) K7995456 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 9 14:27:54 2020 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:_c?LD0Rqf9qka2MTFQb_H2yzoGN-SxVSs4bagA_3VyanWqFdFuIYWlqkSIplBV1774yzmh3 Scale = 1:29.0 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 18 19 20 21 22 4x12 4x4 4x8 4x4 4x12 4x4 4x6 3x4 2x4 3x4 3x8 3x4 2x4 3-1-6 3-1-6 6-2-7 3-1-1 10-7-1 4-4-10 13-8-2 3-1-1 16-9-8 3-1-6 3-1-6 3-1-6 6-2-7 3-1-1 6-7-5 0-4-14 10-2-3 3-6-14 10-7-1 0-4-14 13-8-2 3-1-1 16-9-8 3-1-6 1-2-13-7-123-11-11-2-13-7-125.00 12 Plate Offsets (X,Y)-- [1:0-5-8,Edge], [8:0-10-4,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-SH 0.45 0.48 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.07 0.02 (loc) 10-12 10-12 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 184 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x6 DF No.2 WEBS 2x4 HF No.2 SLIDER Left 2x8 DF SS 1-9-2, Right 2x8 DF SS 1-9-2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-5-8, 8=0-5-8 Max Horz 1=39(LC 27) Max Grav 1=1920(LC 1), 8=1713(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2562/0, 3-4=-2710/0, 4-5=-2485/0, 5-6=-2675/0, 6-8=-2445/0 BOT CHORD 1-13=0/2212, 12-13=0/2212, 10-12=0/2517, 9-10=0/2099, 8-9=0/2099 WEBS 3-12=-38/489, 4-12=0/457, 5-10=0/410, 6-10=-13/584 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 226 lb down and 106 lb up at 6-8-0, 15 lb down and 22 lb up at 8-0-12, and 15 lb down and 22 lb up at 8-8-12, and 226 lb down and 106 lb up at 10-1-7 on top chord, and 240 lb down at 0-10-4, 239 lb down at 2-10-4, 239 lb down at 4-8-12, 239 lb down at 6-8-12, 239 lb down at 8-8-12, 239 lb down at 10-8-12, and 225 lb down at 12-8-12, and 143 lb down at 14-8-12 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 Continued on page 2 July 9,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job 2395184 Truss B02 Truss Type California Girder Qty 1 Ply 2 2395184 Mountain Terrace Builders - Jefferson ST Duplex Job Reference (optional) K7995456 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 9 14:27:54 2020 Page 2 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:_c?LD0Rqf9qka2MTFQb_H2yzoGN-SxVSs4bagA_3VyanWqFdFuIYWlqkSIplBV1774yzmh3 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=-70, 4-5=-70, 5-8=-70, 1-8=-16 Concentrated Loads (lb) Vert: 8=-8 11=-239(B) 13=-239(B) 10=-239(B) 14=-188 17=-188 18=-240(B) 19=-239(B) 20=-239(B) 21=-225(B) 22=-143(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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job 2395184 Truss BP01 Truss Type BLOCKING SUPPORTED Qty 4 Ply 1 2395184 Mountain Terrace Builders - Jefferson ST Duplex Job Reference (optional) K7995457 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 9 14:27:54 2020 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:_c?LD0Rqf9qka2MTFQb_H2yzoGN-SxVSs4bagA_3VyanWqFdFuIeylw3SGilBV1774yzmh3 Scale = 1:13.0 1 2 4 3 3x6 3x4 2x4 6x6 1-10-6 1-10-6 1-10-6 1-10-6 2-0-1LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.10 0.08 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=2-0-0, 3=2-0-0 Max Horz 4=-44(LC 4) Max Uplift 4=-542(LC 19), 3=-542(LC 22) Max Grav 4=550(LC 26), 3=550(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-538/550, 1-2=-441/437 BOT CHORD 3-4=-463/459 WEBS 1-3=-730/730 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) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 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) except (jt=lb) 4=542, 3=542. 10) This truss has been designed for a total drag load of 300 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-10-6 for 300.0 plf. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 9,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job 2395184 Truss BP02 Truss Type FLAT Qty 120 Ply 1 2395184 Mountain Terrace Builders - Jefferson ST Duplex Job Reference (optional) K7995458 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 9 14:27:55 2020 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:_c?LD0Rqf9qka2MTFQb_H2yzoGN-w73r4QcCRU6w769z4Xmso6rp69FKBkSuQ9nggWyzmh2 Scale = 1:8.7 1 2 4 3 2x4 3x4 2x4 3x4 1-10-6 1-10-6 1-10-6 1-10-6 1-2-0LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.07 0.08 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 4 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 WEBS 2x4 HF No.2 BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=0-5-8, 3=0-5-8 Max Horz 4=-23(LC 6) Max Uplift 4=-274(LC 19), 3=-274(LC 22) Max Grav 4=291(LC 40), 3=291(LC 39) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-278/281, 1-2=-433/431 BOT CHORD 3-4=-444/442 WEBS 1-3=-553/553 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=274, 3=274. 6) This truss has been designed for a total drag load of 300 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-10-6 for 300.0 plf. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 9,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job 2395184 Truss C01 Truss Type Monopitch Qty 3 Ply 1 2395184 Mountain Terrace Builders - Jefferson ST Duplex Job Reference (optional) K7995459 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 9 14:27:56 2020 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:_c?LD0Rqf9qka2MTFQb_H2yzoGN-OJdDHmdqCnEnlGkAdFI5KJOxLYV0w8z2fpWDCzyzmh1 Scale = 1:35.2 1 2 3 4 5 8 7 63x4 2x4 3x6 2x4 2x4 2x4 3x4 3x4 2-0-0 2-0-0 2-2-12 0-2-12 4-2-12 2-0-0 13-2-8 8-11-12 2-2-12 2-2-12 4-2-12 2-0-0 8-6-14 4-4-2 13-2-8 4-7-10 0-4-15-10-15.00 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-SH 0.30 0.49 0.27 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.30 -0.00 (loc) 6-7 6-7 6 l/defl >636 >353 n/a L/d 240 180 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 WEBS 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)6=Mechanical, 8=0-5-8, 7=0-5-8 Max Horz 8=162(LC 5) Max Uplift 6=-57(LC 8), 8=-60(LC 4) Max Grav 6=324(LC 1), 8=139(LC 1), 7=660(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-7=-457/0 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 8. July 9,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job 2395184 Truss CG01 Truss Type Diagonal Hip Girder Qty 6 Ply 1 2395184 Mountain Terrace Builders - Jefferson ST Duplex Job Reference (optional) K7995460 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 9 14:27:57 2020 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:_c?LD0Rqf9qka2MTFQb_H2yzoGN-sWBbV6eTz5MeMQJMBypKtXw3myvKfc_BtTGnkPyzmh0 Scale = 1:39.6 1 2 3 4 5 10 13 12 11 14 15 16 6 7 8 9 17 18 19 3x6 3x8 4x4 3x4 3x6 2x4 4x4 3x4 2-9-9 2-9-9 3-1-7 0-3-14 7-0-2 3-10-10 11-2-4 4-2-2 3-1-7 3-1-7 7-0-2 3-10-10 11-2-4 4-2-2 11-7-0 0-4-12 14-2-11 2-7-10 17-0-10 2-9-15 19-10-9 2-9-15 22-8-8 2-9-15 23-11-0 1-2-8 0-4-17-4-100-4-46-8-17-4-103.54 12 Plate Offsets (X,Y)-- [5:0-3-13,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-SH 0.45 0.23 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.01 -0.01 (loc) 12-13 12-13 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 68 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x6 DF No.2 WEBS 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 0-2-2 except (jt=length) 5=0-4-7, 11=Mechanical, 13=0-7-12. (lb) - Max Horz 13=169(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 5, 6, 7, 8, 9 except 11=-127(LC 17), 13=-159(LC 4) Max Grav All reactions 250 lb or less at joint(s) 5, 11, 6, 7, 8, 9 except 13=970(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-132/1301, 2-3=-102/309 BOT CHORD 1-13=-1226/132, 12-13=-1226/0, 11-12=-341/0 WEBS 2-13=-759/129, 2-12=-86/1072, 3-12=-347/50, 3-11=0/392 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) 6, 7, 8, 9. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6, 7, 8, 9 except (jt=lb) 11=127, 13=159. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 5, 6, 7, 8, 9. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 300 lb down and 21 lb up at 0-0-0, 10 lb down and 10 lb up at 2-9-8, 10 lb down and 10 lb up at 2-9-8, 114 lb up at 5-7-7, 114 lb up at 5-7-7, 19 lb down and 40 lb up at 8-5-6, 19 lb down and 40 lb up at 8-5-6, 10 lb down and 17 lb up at 14-1-4, 11 lb down and 18 lb up at 16-11-3, and 11 lb down and 18 lb up at 19-9-2, and 8 lb down and 16 lb up at 22-7-1 on top chord, and 1 lb down at 2-9-8, 1 lb down at 2-9-8, 70 lb up at 5-7-7, 70 lb up at 5-7-7, and 7 lb down and 7 lb up at 8-5-6, and 7 lb down and 7 lb up at 8-5-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-70, 5-10=-70, 1-11=-16 Continued on page 2 July 9,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job 2395184 Truss CG01 Truss Type Diagonal Hip Girder Qty 6 Ply 1 2395184 Mountain Terrace Builders - Jefferson ST Duplex Job Reference (optional) K7995460 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 9 14:27:57 2020 Page 2 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:_c?LD0Rqf9qka2MTFQb_H2yzoGN-sWBbV6eTz5MeMQJMBypKtXw3myvKfc_BtTGnkPyzmh0 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 1=-300(F) 15=78(F=39, B=39) 18=75(F=38, B=38) 19=13(F=7, B=7) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job 2395184 Truss CG02 Truss Type Diagonal Hip Girder Qty 1 Ply 1 2395184 Mountain Terrace Builders - Jefferson ST Duplex Job Reference (optional) K7995461 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 9 14:27:58 2020 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:_c?LD0Rqf9qka2MTFQb_H2yzoGN-KilziRe5kPUV_ZuYlfKZQkTEWMFZO3EL67?KGryzmh? Scale = 1:24.7 1 2 3 4 6 9 8 7 10 11 12 5 13 14 15 163x4 3x8 4x4 3x6 2x4 4x4 3x4 2-9-9 2-9-9 3-1-7 0-3-14 7-0-2 3-10-10 11-2-4 4-2-2 3-1-7 3-1-7 7-0-2 3-10-10 11-2-4 4-2-2 11-4-12 0-2-7 12-6-14 1-2-2 14-6-15 2-0-1 0-4-14-7-90-4-153-7-94-7-93.54 12 Plate Offsets (X,Y)-- [4:0-3-13,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-SH 0.45 0.23 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.01 -0.01 (loc) 8-9 8-9 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 57 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x6 DF No.2 WEBS 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 0-2-2 except (jt=length) 7=Mechanical, 9=0-7-12, 5=0-4-7. (lb) - Max Horz 9=120(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 4, 5 except 7=-123(LC 17), 9=-190(LC 4) Max Grav All reactions 250 lb or less at joint(s) 4, 7 except 9=970(LC 1), 5=325(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-123/1301, 2-3=-53/341 BOT CHORD 1-9=-1226/123, 8-9=-1226/55, 7-8=-331/6 WEBS 2-9=-759/156, 2-8=-137/1072, 3-8=-347/65, 3-7=0/381 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except (jt=lb) 7=123, 9=190. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4, 5. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 300 lb down and 21 lb up at 0-0-0, 10 lb down and 10 lb up at 2-9-8, 10 lb down and 10 lb up at 2-9-8, 114 lb up at 5-7-7, 114 lb up at 5-7-7, 19 lb down and 40 lb up at 8-5-6, and 19 lb down and 40 lb up at 8-5-6, and 2 lb down and 6 lb up at 14-1-4 on top chord, and 1 lb down at 2-9-8, 1 lb down at 2-9-8, 70 lb up at 5-7-7, 70 lb up at 5-7-7, and 7 lb down and 7 lb up at 8-5-6, and 7 lb down and 7 lb up at 8-5-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-70, 4-6=-70, 1-7=-16 Continued on page 2 July 9,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job 2395184 Truss CG02 Truss Type Diagonal Hip Girder Qty 1 Ply 1 2395184 Mountain Terrace Builders - Jefferson ST Duplex Job Reference (optional) K7995461 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 9 14:27:58 2020 Page 2 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:_c?LD0Rqf9qka2MTFQb_H2yzoGN-KilziRe5kPUV_ZuYlfKZQkTEWMFZO3EL67?KGryzmh? LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 1=-300(F) 11=78(F=39, B=39) 15=75(F=38, B=38) 16=13(F=7, B=7) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job 2395184 Truss CG03 Truss Type Diagonal Hip Girder Qty 1 Ply 1 2395184 Mountain Terrace Builders - Jefferson ST Duplex Job Reference (optional) K7995462 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 9 14:27:59 2020 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:_c?LD0Rqf9qka2MTFQb_H2yzoGN-puILvnfjVicMcjSlJNroyy0QGmbo7WVULnlupIyzmh_ Scale = 1:24.7 1 2 3 4 6 9 8 7 10 11 12 5 13 14 15 163x4 3x8 4x4 3x6 2x4 4x4 3x4 2-9-3 2-9-3 3-1-4 0-4-1 7-0-0 3-10-12 11-2-4 4-2-4 3-1-4 3-1-4 7-0-0 3-10-12 11-2-4 4-2-4 11-4-12 0-2-7 12-6-14 1-2-2 14-6-15 2-0-1 0-4-14-7-90-4-153-7-94-7-93.54 12 Plate Offsets (X,Y)-- [4:0-3-13,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-SH 0.45 0.23 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.01 -0.01 (loc) 8-9 8-9 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 57 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x6 DF No.2 WEBS 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 0-2-2 except (jt=length) 7=Mechanical, 9=0-8-2, 5=0-4-7. (lb) - Max Horz 9=120(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 4, 5 except 7=-121(LC 17), 9=-189(LC 4) Max Grav All reactions 250 lb or less at joint(s) 4, 7 except 9=968(LC 1), 5=325(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-123/1296, 2-3=-53/339 BOT CHORD 1-9=-1221/123, 8-9=-1221/55, 7-8=-330/5 WEBS 2-9=-757/155, 2-8=-138/1070, 3-8=-345/65, 3-7=0/379 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except (jt=lb) 7=121, 9=189. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4, 5. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 300 lb down and 21 lb up at 0-0-0, 10 lb down and 10 lb up at 2-9-8, 10 lb down and 10 lb up at 2-9-8, 114 lb up at 5-7-7, 114 lb up at 5-7-7, 19 lb down and 40 lb up at 8-5-6, and 19 lb down and 40 lb up at 8-5-6, and 2 lb down and 6 lb up at 14-1-4 on top chord, and 1 lb down at 2-9-8, 70 lb up at 5-7-7, 70 lb up at 5-7-7, and 7 lb down and 7 lb up at 8-5-6, and 7 lb down and 7 lb up at 8-5-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-70, 4-6=-70, 1-7=-16 Continued on page 2 July 9,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job 2395184 Truss CG03 Truss Type Diagonal Hip Girder Qty 1 Ply 1 2395184 Mountain Terrace Builders - Jefferson ST Duplex Job Reference (optional) K7995462 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 9 14:27:59 2020 Page 2 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:_c?LD0Rqf9qka2MTFQb_H2yzoGN-puILvnfjVicMcjSlJNroyy0QGmbo7WVULnlupIyzmh_ LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 1=-300 11=78(F=39, B=39) 15=75(F=38, B=38) 16=13(F=7, B=7) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job 2395184 Truss D01 Truss Type Monopitch Qty 3 Ply 1 2395184 Mountain Terrace Builders - Jefferson ST Duplex Job Reference (optional) K7995463 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 9 14:28:00 2020 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:_c?LD0Rqf9qka2MTFQb_H2yzoGN-H5sk77gLG0lDDt1xs4M1V9YgDA_0s0adaRURKkyzmgz Scale = 1:12.8 1 2 3 5 42x4 2x4 3x4 2x4 3x4 2-5-8 2-5-8 4-0-0 1-6-8 2-2-2 2-2-2 4-0-0 1-9-14 0-4-12-0-15.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.11 0.04 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 -0.00 (loc) 5 5 4 l/defl >999 >999 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 WEBS 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 5=0-5-8 Max Horz 5=49(LC 7) Max Uplift 4=-68(LC 16), 5=-38(LC 4) Max Grav 4=15(LC 4), 5=396(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-346/40 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, 5. July 9,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job 2395184 Truss S01 Truss Type Jack-Open Qty 16 Ply 1 2395184 Mountain Terrace Builders - Jefferson ST Duplex Job Reference (optional) K7995464 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 9 14:28:01 2020 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:_c?LD0Rqf9qka2MTFQb_H2yzoGN-lHQ6KThz1Kt4r1c7QotG1N5rsZJTbTVno5E_sAyzmgy Scale = 1:8.5 1 2 32x4 1-10-15 1-10-15 1-10-15 1-10-15 0-4-11-1-100-9-31-1-105.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.06 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 1 1-3 1 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-5-8, 2=Mechanical, 3=Mechanical Max Horz 2=23(LC 8) Max Uplift 1=-11(LC 8), 2=-9(LC 8) Max Grav 1=80(LC 1), 2=65(LC 1), 3=33(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) 1, 2. July 9,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job 2395184 Truss S02 Truss Type JACK-OPEN Qty 15 Ply 1 2395184 Mountain Terrace Builders - Jefferson ST Duplex Job Reference (optional) K7995465 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 9 14:28:01 2020 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:_c?LD0Rqf9qka2MTFQb_H2yzoGN-lHQ6KThz1Kt4r1c7QotG1N5oMZGobT2no5E_sAyzmgy Scale = 1:12.6 1 2 5 3 42x4 2x4 2x4 2-0-0 2-0-0 2-2-12 0-2-12 3-10-15 1-8-3 3-10-15 3-10-15 0-4-11-11-100-4-71-7-31-11-105.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.22 0.20 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 -0.03 (loc) 4-5 4-5 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 No.2 WEBS 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 4=Mechanical, 5=0-5-8 Max Horz 5=45(LC 8) Max Uplift 3=-23(LC 3), 4=-47(LC 1), 5=-25(LC 4) Max Grav 4=8(LC 4), 5=393(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-258/40 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, 4, 5. July 9,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job 2395184 Truss S03 Truss Type JACK-OPEN Qty 15 Ply 1 2395184 Mountain Terrace Builders - Jefferson ST Duplex Job Reference (optional) K7995466 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 9 14:28:02 2020 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:_c?LD0Rqf9qka2MTFQb_H2yzoGN-DT_UYpibod?xTBBK_VOVaaeyUzdkKwCw1lzYOcyzmgx Scale = 1:17.3 1 2 5 3 42x4 2x4 2x4 2-0-0 2-0-0 2-2-12 0-2-12 5-10-15 3-8-3 5-10-15 5-10-15 0-4-12-9-100-4-72-5-32-9-105.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 25.0 10.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.26 0.15 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.01 -0.03 (loc) 4-5 4-5 3 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 No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 4=Mechanical, 5=0-5-8 Max Horz 5=68(LC 8) Max Uplift 3=-37(LC 8), 5=-14(LC 4) Max Grav 3=89(LC 1), 4=43(LC 3), 5=406(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-305/61 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, 5. July 9,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job 2395184 Truss S04 Truss Type JACK-OPEN Qty 7 Ply 1 2395184 Mountain Terrace Builders - Jefferson ST Duplex Job Reference (optional) K7995467 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 9 14:28:02 2020 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:_c?LD0Rqf9qka2MTFQb_H2yzoGN-DT_UYpibod?xTBBK_VOVaaewEzcfKw2w1lzYOcyzmgx Scale = 1:21.6 1 2 5 3 4 2x4 2x4 2x4 2-0-0 2-0-0 2-2-12 0-2-12 7-10-15 5-8-3 8-0-0 0-1-1 7-10-15 7-10-15 8-0-0 0-1-1 0-4-13-7-100-3-85.00 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-SH 0.40 0.22 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.07 -0.03 (loc) 4-5 4-5 3 l/defl >999 >920 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 WEBS 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. (size)3=0-5-8, 4=Mechanical, 5=0-5-8 Max Horz 5=89(LC 8) Max Uplift 3=-53(LC 8), 5=-6(LC 4) Max Grav 3=157(LC 1), 4=86(LC 3), 5=467(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-395/97 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, 5. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. July 9,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job 2395184 Truss S05 Truss Type JACK-OPEN Qty 5 Ply 1 2395184 Mountain Terrace Builders - Jefferson ST Duplex Job Reference (optional) K7995468 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 9 14:28:03 2020 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:_c?LD0Rqf9qka2MTFQb_H2yzoGN-hgYsl9iDZx7n5LmWYDwk7oA4aNyo3NF4GPj5x3yzmgw Scale = 1:26.1 1 2 6 3 4 5 2x4 2x4 2x4 2-0-0 2-0-0 2-2-12 0-2-12 8-0-0 5-9-4 8-0-0 8-0-0 9-10-15 1-10-15 0-4-14-5-100-4-74-1-34-5-105.00 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-SH 0.49 0.23 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.08 -0.05 (loc) 5-6 5-6 4 l/defl >999 >883 n/a L/d 240 180 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 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 Mechanical except (jt=length) 6=0-5-8, 3=0-3-2. (lb) - Max Horz 6=114(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 4, 3 Max Grav All reactions 250 lb or less at joint(s) 4, 5, 3 except 6=480(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-6=-425/100 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, 3. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. July 9,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job 2395184 Truss S06 Truss Type JACK-OPEN Qty 5 Ply 1 2395184 Mountain Terrace Builders - Jefferson ST Duplex Job Reference (optional) K7995469 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 9 14:28:04 2020 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:_c?LD0Rqf9qka2MTFQb_H2yzoGN-9s6EzVjsKFFeiULi5wRzf?jFKnI1oqVDU3SeTVyzmgv Scale = 1:30.6 1 2 7 3 4 5 6 2x4 2x4 2x4 2-0-0 2-0-0 2-2-12 0-2-12 8-0-0 5-9-4 8-0-0 8-0-0 11-10-15 3-10-15 0-4-15-3-100-4-74-11-35-3-105.00 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-SH 0.49 0.23 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.08 -0.06 (loc) 6-7 6-7 5 l/defl >999 >883 n/a L/d 240 180 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 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 Mechanical except (jt=length) 7=0-5-8, 3=0-3-2, 4=0-1-8. (lb) - Max Horz 7=138(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 5, 3, 4 Max Grav All reactions 250 lb or less at joint(s) 5, 6, 3, 4 except 7=480(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-7=-425/94 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3, 4. July 9,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job 2395184 Truss S07 Truss Type JACK-OPEN Qty 4 Ply 1 2395184 Mountain Terrace Builders - Jefferson ST Duplex Job Reference (optional) K7995470 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 9 14:28:04 2020 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:_c?LD0Rqf9qka2MTFQb_H2yzoGN-9s6EzVjsKFFeiULi5wRzf?jFKnI1oqVDU3SeTVyzmgv Scale = 1:35.4 1 2 8 3 4 5 6 7 2x4 2x4 2x4 2-0-0 2-0-0 2-2-12 0-2-12 8-0-0 5-9-4 8-0-0 8-0-0 13-10-15 5-10-15 0-4-16-1-100-4-75-9-36-1-105.00 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-SH 0.49 0.23 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.05 -0.08 -0.06 (loc) 7-8 7-8 6 l/defl >999 >883 n/a L/d 240 180 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 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 Mechanical except (jt=length) 8=0-5-8, 3=0-3-2, 4=0-1-8, 5=0-1-8. (lb) - Max Horz 8=161(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 6, 3, 4, 5 Max Grav All reactions 250 lb or less at joint(s) 6, 7, 3, 4, 5 except 8=480(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-425/88 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, 3, 4, 5. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3, 4, 5. July 9,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job 2395184 Truss S08 Truss Type JACK-OPEN Qty 4 Ply 1 2395184 Mountain Terrace Builders - Jefferson ST Duplex Job Reference (optional) K7995471 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 9 14:28:05 2020 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:_c?LD0Rqf9qka2MTFQb_H2yzoGN-d2gcArkU4YNVKewufeyCCDGQ4BeGXHlNjjCC?xyzmgu Scale = 1:40.0 1 2 9 3 4 5 6 7 8 2x4 2x4 2x4 2-0-0 2-0-0 2-2-12 0-2-12 8-0-0 5-9-4 8-0-0 8-0-0 15-10-15 7-10-15 0-4-16-11-100-4-76-7-36-11-105.00 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-SH 0.49 0.23 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.06 -0.08 -0.07 (loc) 8-9 8-9 7 l/defl >999 >883 n/a L/d 240 180 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 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 0-1-8 except (jt=length) 7=Mechanical, 8=Mechanical, 9=0-5-8, 3=0-3-2. (lb) - Max Horz 9=184(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 7, 3, 4, 5, 6 Max Grav All reactions 250 lb or less at joint(s) 7, 8, 3, 4, 5, 6 except 9=480(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-425/82 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 3, 4, 5, 6. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3, 4, 5, 6. July 9,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job 2395184 Truss S09 Truss Type Jack-Open Qty 1 Ply 1 2395184 Mountain Terrace Builders - Jefferson ST Duplex Job Reference (optional) K7995472 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 9 14:28:06 2020 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:_c?LD0Rqf9qka2MTFQb_H2yzoGN-5FE?NAl6rsVMyoV5DLTRkQoina1iGkkWyNxlYOyzmgt Scale = 1:12.8 1 4 2 3 3x4 3x4 1-10-15 1-10-15 1-10-15 1-10-15 1-2-11-11-105.00 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-R 0.05 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 4 3-4 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=0-5-8, 2=Mechanical, 3=Mechanical Max Horz 4=27(LC 5) Max Uplift 2=-20(LC 8) Max Grav 4=75(LC 1), 2=58(LC 1), 3=31(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. July 9,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job 2395184 Truss S10 Truss Type Jack-Open Qty 1 Ply 1 2395184 Mountain Terrace Builders - Jefferson ST Duplex Job Reference (optional) K7995473 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 9 14:28:06 2020 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:_c?LD0Rqf9qka2MTFQb_H2yzoGN-5FE?NAl6rsVMyoV5DLTRkQof1a0EGkkWyNxlYOyzmgt Scale = 1:16.9 1 4 2 3 3x4 3x4 3-10-15 3-10-15 3-10-15 3-10-15 1-2-12-9-102-5-32-9-105.00 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-R 0.22 0.12 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.02 (loc) 3-4 3-4 2 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 No.2 WEBS 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 4=42(LC 5) Max Uplift 2=-37(LC 8) Max Grav 4=159(LC 1), 2=120(LC 1), 3=64(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. July 9,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job 2395184 Truss S11 Truss Type Jack-Open Qty 2 Ply 1 2395184 Mountain Terrace Builders - Jefferson ST Duplex Job Reference (optional) K7995474 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 9 14:28:07 2020 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:_c?LD0Rqf9qka2MTFQb_H2yzoGN-aRnNbWlkcAdDZy4Hn2_gHdLkj_JL?A_fB1hJ4qyzmgs Scale = 1:35.7 1 7 2 3 4 5 6 3x4 3x4 6-0-0 6-0-0 6-0-0 6-0-0 11-10-15 5-10-15 1-2-16-1-100-4-75-9-36-1-105.00 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-R 0.61 0.32 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.07 -0.12 0.09 (loc) 6-7 6-7 5 l/defl >999 >576 n/a L/d 240 180 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings Mechanical except (jt=length) 2=0-3-2, 3=0-1-8, 4=0-1-8. (lb) - Max Horz 7=126(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 5, 2, 3, 4 Max Grav All reactions 250 lb or less at joint(s) 5, 6, 3, 4 except 7=255(LC 1), 2=259(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3, 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2, 3, 4. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 3, 4. July 9,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job 2395184 Truss S12 Truss Type Jack-Open Qty 2 Ply 1 2395184 Mountain Terrace Builders - Jefferson ST Duplex Job Reference (optional) K7995475 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 9 14:28:08 2020 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:_c?LD0Rqf9qka2MTFQb_H2yzoGN-2dLlosmMNTl4B6eTKmVvqruvTOeakdEpPhQscGyzmgr Scale = 1:40.3 1 8 2 3 4 5 6 7 3x4 3x4 6-0-0 6-0-0 6-0-0 6-0-0 13-10-15 7-10-15 1-2-16-11-100-4-76-7-36-11-105.00 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-R 0.61 0.32 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.07 -0.12 0.09 (loc) 7-8 7-8 6 l/defl >951 >576 n/a L/d 240 180 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 No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings Mechanical except (jt=length) 2=0-3-2, 3=0-1-8, 4=0-1-8, 5=0-1-8. (lb) - Max Horz 8=149(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 6, 2, 3, 4, 5 Max Grav All reactions 250 lb or less at joint(s) 6, 7, 3, 4, 5 except 8=255(LC 1), 2=259(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3, 4, 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 2, 3, 4, 5. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 3, 4, 5. July 9,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job 2395184 Truss S13 Truss Type Jack-Open Qty 1 Ply 1 2395184 Mountain Terrace Builders - Jefferson ST Duplex Job Reference (optional) K7995476 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 9 14:28:08 2020 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:_c?LD0Rqf9qka2MTFQb_H2yzoGN-2dLlosmMNTl4B6eTKmVvqruwnOeqkdEpPhQscGyzmgr Scale = 1:21.8 1 4 2 3 3x4 3x4 5-10-15 5-10-15 6-0-0 0-1-1 5-10-15 5-10-15 6-0-0 0-1-1 1-2-13-7-100-4-43-3-53-7-105.00 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-R 0.53 0.30 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.12 0.08 (loc) 3-4 3-4 2 l/defl >999 >599 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 No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-5-8, 3=Mechanical Max Horz 4=56(LC 5) Max Uplift 2=-53(LC 8) Max Grav 4=241(LC 1), 2=179(LC 1), 3=99(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) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. July 9,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job 2395184 Truss S14 Truss Type Jack-Open Qty 1 Ply 1 2395184 Mountain Terrace Builders - Jefferson ST Duplex Job Reference (optional) K7995477 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 9 14:28:09 2020 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:_c?LD0Rqf9qka2MTFQb_H2yzoGN-Wpv70Cn_8ntxpGDguT08M2Q4Do_pT4TyeLAP8jyzmgq Scale = 1:26.3 1 5 2 3 4 3x4 3x4 6-0-0 6-0-0 6-0-0 6-0-0 7-10-15 1-10-15 1-2-14-5-100-4-74-1-34-5-105.00 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-R 0.61 0.32 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.12 0.09 (loc) 4-5 4-5 3 l/defl >999 >576 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 WEBS 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings Mechanical except (jt=length) 2=0-3-2. (lb) - Max Horz 5=80(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 3, 2 Max Grav All reactions 250 lb or less at joint(s) 3, 4 except 5=255(LC 1), 2=251(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. July 9,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job 2395184 Truss S15 Truss Type Jack-Open Qty 1 Ply 1 2395184 Mountain Terrace Builders - Jefferson ST Duplex Job Reference (optional) K7995478 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 9 14:28:10 2020 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:_c?LD0Rqf9qka2MTFQb_H2yzoGN-_0TVDYocv5?oQPosSBYNvGzFzCK2CXj6t?vzh9yzmgp Scale = 1:30.8 1 6 2 3 4 5 3x4 3x4 6-0-0 6-0-0 6-0-0 6-0-0 9-10-15 3-10-15 1-2-15-3-100-4-74-11-35-3-105.00 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-R 0.61 0.32 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.12 0.09 (loc) 5-6 5-6 4 l/defl >999 >576 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 WEBS 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings Mechanical except (jt=length) 2=0-3-2, 3=0-1-8. (lb) - Max Horz 6=103(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 4, 2, 3 Max Grav All reactions 250 lb or less at joint(s) 4, 5, 3 except 6=255(LC 1), 2=259(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, 2, 3. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 3. July 9,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job 2395184 Truss S16 Truss Type Jack-Open Qty 2 Ply 1 2395184 Mountain Terrace Builders - Jefferson ST Duplex Job Reference (optional) K7995479 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Jul 9 14:28:10 2020 Page 1 Builders FirstSource (Arlington, WA), Arlington, WA - 98223, ID:_c?LD0Rqf9qka2MTFQb_H2yzoGN-_0TVDYocv5?oQPosSBYNvGzH1CLRCX_6t?vzh9yzmgp Scale = 1:26.1 1 2 7 3 4 5 6 2x4 2x4 2x4 2-0-0 2-0-0 2-2-12 0-2-12 8-0-0 5-9-4 8-0-0 8-0-0 9-10-15 1-10-15 0-4-14-5-100-4-74-1-34-5-105.00 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-SH 0.48 0.23 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.08 -0.05 (loc) 6-7 6-7 5 l/defl >999 >889 n/a L/d 240 180 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 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 Mechanical except (jt=length) 7=0-5-8, 3=0-1-8, 4=0-3-2. (lb) - Max Horz 7=114(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 5, 3, 4 Max Grav All reactions 250 lb or less at joint(s) 5, 6, 3, 4 except 7=478(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-7=-421/99 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) 5, 3, 4. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3, 4. July 9,2020 PRODUCT CODE APPROVALSLATERAL 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.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. 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.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge 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 87654321BOTTOM CHORDSTOP CHORDSBEARING4 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 SystemGeneral 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.6-4-8WEBSTrusses 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.dimensions shown in ft-in-sixteenths