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2020.0291.BP0023 Truss Seals Stamped NLO250 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 The Truss Company-Sumner, WA. September 21,2020 Zhao, Xiaoming Pages or sheets covered by this seal: K8315715 thru K8315722 My license renewal date for the state of Washington is September 28, 2021. J1071139 C & E Developments, LLC 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 J1071139 Truss A01 Truss Type Common Supported Gable Qty 1 Ply 1 C & E Developments, LLC Job Reference (optional) K8315715 8.420 s Aug 25 2020 MiTek Industries, Inc. Mon Sep 21 13:51:44 2020 Page 1 The Truss Company, Sumner, WA - 98390, ID:JmLjlqFo0F6pLI8MUjNjv4zIuZC-QlsNrso7yBNvEzZ323zkcW_ZF0pmH0?KGu1VF5ybOGz Scale = 1:26.2 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 3x6 4x4 3x6 9-6-0 9-6-0 -1-6-0 1-6-0 4-9-0 4-9-0 9-6-0 4-9-0 11-0-0 1-6-0 0-8-93-10-90-8-98.00 12 Plate Offsets (X,Y)-- [8:0-3-12,0-1-8], [16:0-3-12,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 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 0.18 0.02 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.00 0.00 (loc) 9 9 10 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 40 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud OTHERS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 9-6-0. (lb) - Max Horz 16=-86(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 16, 10, 14, 15, 12, 11 Max Grav All reactions 250 lb or less at joint(s) 16, 10, 13, 14, 15, 12, 11 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(13) 1) Wind: ASCE 7-10; Vult=110mph Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; 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) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 9) Gable studs spaced at 2-0-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) * This truss has been designed for a live load of 23.0psf 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. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 10, 14, 15, 12, 11. 13) All dimensions given in feet-inches-sixteenths (FFIISS) format. September 21,2020 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 J1071139 Truss A02 Truss Type Common Girder Qty 1 Ply 2 C & E Developments, LLC Job Reference (optional) K8315716 8.420 s Aug 25 2020 MiTek Industries, Inc. Mon Sep 21 13:51:45 2020 Page 1 The Truss Company, Sumner, WA - 98390, ID:JmLjlqFo0F6pLI8MUjNjv4zIuZC-uyQl2BoljVVms78FcmUz8kXiRP1J0J0TUYm2nYybOGy Scale = 1:26.2 1 2 3 4 5 12 13 14 15 16 17 7x8 7x8 3x8 4x5 MUS26 MUS26 MUS26 MUS26 4-9-0 4-9-0 9-6-0 4-9-0 -1-6-0 1-6-0 4-9-0 4-9-0 9-6-0 4-9-0 0-8-93-10-90-8-98.00 12 Plate Offsets (X,Y)-- [2:0-0-8,0-3-3], [4:0-0-8,0-3-3], [5:0-4-12,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 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-MP 0.28 0.52 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.07 0.00 (loc) 5-8 5-8 2 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 86 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x6 DF SS WEBS 2x4 HF Stud WEDGE Left: 2x6 SP No.2 , Right: 2x6 SP 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)4=0-5-8, 2=0-5-8 Max Horz 2=68(LC 9) Max Uplift 4=-284(LC 11), 2=-276(LC 10) Max Grav 4=3493(LC 1), 2=3222(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3686/319, 3-4=-3679/314 BOT CHORD 2-5=-225/2983, 4-5=-225/2983 WEBS 3-5=-290/3721 NOTES-(12) 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 0-6-0 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) Wind: ASCE 7-10; Vult=110mph Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; 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 4) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 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 23.0psf 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=284, 2=276. 10) Use USP MUS26 (With 6-10d nails into Girder & 6-10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 2-0-12 from the left end to 8-0-12 to connect truss(es) to back face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 12) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard Continued on page 2 September 21,2020 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 J1071139 Truss A02 Truss Type Common Girder Qty 1 Ply 2 C & E Developments, LLC Job Reference (optional) K8315716 8.420 s Aug 25 2020 MiTek Industries, Inc. Mon Sep 21 13:51:45 2020 Page 2 The Truss Company, Sumner, WA - 98390, ID:JmLjlqFo0F6pLI8MUjNjv4zIuZC-uyQl2BoljVVms78FcmUz8kXiRP1J0J0TUYm2nYybOGy LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66, 3-4=-66, 6-9=-14 Concentrated Loads (lb) Vert: 14=-1464(B) 15=-1464(B) 16=-1464(B) 17=-1464(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 J1071139 Truss A03 Truss Type Common Supported Gable Qty 1 Ply 1 C & E Developments, LLC Job Reference (optional) K8315717 8.420 s Aug 25 2020 MiTek Industries, Inc. Mon Sep 21 13:51:45 2020 Page 1 The Truss Company, Sumner, WA - 98390, ID:JmLjlqFo0F6pLI8MUjNjv4zIuZC-uyQl2BoljVVms78FcmUz8kXk_P9?0TDTUYm2nYybOGy Scale = 1:26.2 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 3x6 4x4 3x6 9-6-0 9-6-0 -1-6-0 1-6-0 4-9-0 4-9-0 9-6-0 4-9-0 11-0-0 1-6-0 0-8-93-10-90-8-98.00 12 Plate Offsets (X,Y)-- [8:0-3-12,0-1-8], [16:0-3-12,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 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 0.18 0.02 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.00 0.00 (loc) 9 9 10 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 40 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud OTHERS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 9-6-0. (lb) - Max Horz 16=87(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 16, 10, 14, 15, 12, 11 Max Grav All reactions 250 lb or less at joint(s) 16, 10, 13, 14, 15, 12, 11 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(13) 1) Wind: ASCE 7-10; Vult=110mph Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; 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) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 9) Gable studs spaced at 2-0-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) * This truss has been designed for a live load of 23.0psf 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. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 10, 14, 15, 12, 11. 13) All dimensions given in feet-inches-sixteenths (FFIISS) format. September 21,2020 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 J1071139 Truss A04 Truss Type Common Girder Qty 1 Ply 2 C & E Developments, LLC Job Reference (optional) K8315718 8.420 s Aug 25 2020 MiTek Industries, Inc. Mon Sep 21 13:51:46 2020 Page 1 The Truss Company, Sumner, WA - 98390, ID:JmLjlqFo0F6pLI8MUjNjv4zIuZC-N8_7FXpNUoddTHjS9T?Chx4tCpNYlmGcjCWcJ_ybOGx Scale = 1:26.2 1 2 3 4 5 12 13 14 15 16 17 7x8 7x8 3x8 4x5 MUS26 MUS26 MUS26 MUS26 4-9-0 4-9-0 9-6-0 4-9-0 4-9-0 4-9-0 9-6-0 4-9-0 11-0-0 1-6-0 0-8-93-10-90-8-98.00 12 Plate Offsets (X,Y)-- [1:0-0-8,0-3-3], [3:0-0-8,0-3-3], [5:0-4-12,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 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-MP 0.28 0.52 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.07 0.01 (loc) 5-8 5-8 1 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 86 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x6 DF SS WEBS 2x4 HF Stud WEDGE Left: 2x6 SP No.2 , Right: 2x6 SP 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)1=0-5-8, 3=0-5-8 Max Horz 1=-68(LC 24) Max Uplift 1=-284(LC 10), 3=-276(LC 11) Max Grav 1=3492(LC 1), 3=3222(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3678/315, 2-3=-3684/319 BOT CHORD 1-5=-217/2981, 3-5=-217/2981 WEBS 2-5=-290/3719 NOTES-(12) 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 0-6-0 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) Wind: ASCE 7-10; Vult=110mph Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; 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 4) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 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 23.0psf 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) 1=284, 3=276. 10) Use USP MUS26 (With 6-10d nails into Girder & 6-10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-5-4 from the left end to 7-5-4 to connect truss(es) to back face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 12) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard Continued on page 2 September 21,2020 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 J1071139 Truss A04 Truss Type Common Girder Qty 1 Ply 2 C & E Developments, LLC Job Reference (optional) K8315718 8.420 s Aug 25 2020 MiTek Industries, Inc. Mon Sep 21 13:51:47 2020 Page 2 The Truss Company, Sumner, WA - 98390, ID:JmLjlqFo0F6pLI8MUjNjv4zIuZC-rKYVTtq?F6lU5QHejBWRE9c2yDjnUDWmysG9rQybOGw LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-66, 2-4=-66, 6-9=-14 Concentrated Loads (lb) Vert: 14=-1464(B) 15=-1464(B) 16=-1464(B) 17=-1464(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 J1071139 Truss B01 Truss Type GABLE Qty 2 Ply 1 C & E Developments, LLC Job Reference (optional) K8315719 8.420 s Aug 25 2020 MiTek Industries, Inc. Mon Sep 21 13:51:48 2020 Page 1 The Truss Company, Sumner, WA - 98390, ID:JmLjlqFo0F6pLI8MUjNjv4zIuZC-JX6ugDre0QtLjasqHu1gmM9FqdAzDnOvBW?jOtybOGv Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 40 39 38 37 36 35 34 33 32 3130 29 28 27 26 25 24 23 3x6 5x6 3x6 3x6 3x6 3x6 37-0-0 37-0-0 -1-6-0 1-6-0 18-6-0 18-6-0 37-0-0 18-6-0 0-4-18-0-90-4-15.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 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 0.14 0.07 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.01 (loc) 1 1 22 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 171 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 OTHERS 2x4 HF Stud *Except* 12-32: 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 37-0-0. (lb) - Max Horz 2=107(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 33, 34, 35, 36, 37, 38, 39, 40, 30, 29, 28, 27, 26, 25, 24, 23 Max Grav All reactions 250 lb or less at joint(s) 2, 22, 32, 33, 34, 35, 36, 37, 38, 39, 40, 30, 29, 28, 27, 26, 25, 24, 23 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12) 1) Wind: ASCE 7-10; Vult=110mph Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; 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) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 23.0psf 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 33, 34, 35, 36, 37, 38, 39, 40, 30, 29, 28, 27, 26, 25, 24, 23. 12) All dimensions given in feet-inches-sixteenths (FFIISS) format. September 21,2020 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 J1071139 Truss B02 Truss Type Common Qty 8 Ply 1 C & E Developments, LLC Job Reference (optional) K8315720 8.420 s Aug 25 2020 MiTek Industries, Inc. Mon Sep 21 13:51:49 2020 Page 1 The Truss Company, Sumner, WA - 98390, ID:JmLjlqFo0F6pLI8MUjNjv4zIuZC-njgGuZsGnj0CKkR1rcYwJaiGp1LMyDR3PAlGwJybOGu Scale = 1:62.9 1 2 3 4 5 6 7 8 9 10 14 13 12 1121222324 3x6 5x6 3x6 4x6 3x8 3x8 3x4 3x4 1.5x4 3x4 3x4 1.5x4 4x6 9-3-0 9-3-0 18-6-0 9-3-0 27-9-0 9-3-0 37-0-0 9-3-0 -1-6-0 1-6-0 6-1-8 6-1-8 12-6-10 6-5-2 18-6-0 5-11-6 24-5-6 5-11-6 30-10-8 6-5-2 37-0-0 6-1-8 0-4-18-0-90-4-15.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 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-MSH 0.71 0.83 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.35 -0.58 0.16 (loc) 13-14 13-14 10 l/defl >999 >772 n/a L/d 360 240 n/a PLATES MT20 Weight: 142 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud *Except* 6-13,7-13,5-13: 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-13, 5-13 REACTIONS. (size)2=0-5-8, 10=Mechanical Max Horz 2=107(LC 14) Max Uplift 2=-136(LC 10), 10=-114(LC 11) Max Grav 2=1581(LC 1), 10=1478(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3256/260, 3-5=-2914/214, 5-6=-2022/164, 6-7=-2022/163, 7-9=-2929/219, 9-10=-3276/267 BOT CHORD 2-14=-286/2967, 13-14=-166/2359, 11-13=-76/2364, 10-11=-201/2989 WEBS 6-13=-52/1142, 7-13=-892/172, 7-11=-17/496, 9-11=-457/146, 5-13=-880/170, 5-14=-13/482, 3-14=-445/143 NOTES-(9) 1) Wind: ASCE 7-10; Vult=110mph Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; 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) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 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 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=136, 10=114. 9) All dimensions given in feet-inches-sixteenths (FFIISS) format. September 21,2020 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 J1071139 Truss B03 Truss Type COMMON Qty 10 Ply 1 C & E Developments, LLC Job Reference (optional) K8315721 8.420 s Aug 25 2020 MiTek Industries, Inc. Mon Sep 21 13:51:50 2020 Page 1 The Truss Company, Sumner, WA - 98390, ID:JmLjlqFo0F6pLI8MUjNjv4zIuZC-FvEe5vsuY182yu0DOJ39rnEShQgwhgjCeqUpSlybOGt Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 11 15 14 13 1222232425 3x6 5x6 3x6 4x6 3x8 3x8 3x4 3x4 1.5x4 3x4 3x4 1.5x4 4x6 9-3-0 9-3-0 18-6-0 9-3-0 27-9-0 9-3-0 37-0-0 9-3-0 -1-6-0 1-6-0 6-1-8 6-1-8 12-6-10 6-5-2 18-6-0 5-11-6 24-5-6 5-11-6 30-10-8 6-5-2 37-0-0 6-1-8 38-6-0 1-6-0 0-4-18-0-90-4-15.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 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-MSH 0.70 0.81 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.35 -0.57 0.16 (loc) 12-14 12-14 10 l/defl >999 >776 n/a L/d 360 240 n/a PLATES MT20 Weight: 144 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud *Except* 6-14,7-14,5-14: 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-14, 5-14 REACTIONS. (size)2=0-5-8, 10=0-5-8 Max Horz 2=-100(LC 11) Max Uplift 2=-135(LC 10), 10=-135(LC 11) Max Grav 2=1579(LC 1), 10=1579(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3251/260, 3-5=-2909/213, 5-6=-2017/163, 6-7=-2017/163, 7-9=-2909/214, 9-10=-3251/260 BOT CHORD 2-15=-278/2962, 14-15=-158/2355, 12-14=-59/2355, 10-12=-179/2962 WEBS 6-14=-51/1139, 7-14=-886/170, 7-12=-13/482, 9-12=-445/143, 5-14=-886/170, 5-15=-13/482, 3-15=-445/143 NOTES-(8) 1) Wind: ASCE 7-10; Vult=110mph Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; 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) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 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 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=135, 10=135. 8) All dimensions given in feet-inches-sixteenths (FFIISS) format. September 21,2020 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 J1071139 Truss B04 Truss Type GABLE Qty 4 Ply 1 C & E Developments, LLC Job Reference (optional) K8315722 8.420 s Aug 25 2020 MiTek Industries, Inc. Mon Sep 21 13:51:55 2020 Page 1 The Truss Company, Sumner, WA - 98390, ID:JmLjlqFo0F6pLI8MUjNjv4zIuZC-ct1X8cw1MZmL3fvABsfKYryKdRTxMoTxo5Ca7zybOGo Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 11 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 127677 5x6 5x6 5x6 3x8 5x6 4x10 5x6 5x6 3x8 5x6 3x8 5x6 3x8 9-3-0 9-3-0 18-6-0 9-3-0 27-9-0 9-3-0 37-0-0 9-3-0 -1-6-0 1-6-0 6-1-8 6-1-8 12-6-10 6-5-2 18-6-0 5-11-6 24-5-6 5-11-6 30-10-8 6-5-2 37-0-0 6-1-8 38-6-0 1-6-0 0-4-18-0-90-4-15.00 12 Plate Offsets (X,Y)-- [2:0-4-2,0-1-8], [4:0-2-12,0-3-4], [5:0-2-0,0-2-4], [7:0-2-0,0-2-4], [8:0-2-12,0-3-4], [10:0-4-2,0-1-8], [17:0-3-0,0-1-12], [17:0-4-0,0-3-0], [25:0-5-0,0-1-12], [32:0-3-0,0-1-12], [32:0-4-0,0-0-13] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 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 0.50 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.04 (loc) 11 10 21 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 249 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud *Except* 6-25,7-25,5-25: 2x4 HF No.2 OTHERS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-1-6 oc bracing. WEBS 1 Row at midpt 7-25, 7-17, 5-25, 5-32 REACTIONS.All bearings 37-0-0. (lb) - Max Horz 2=100(LC 38) Max Uplift All uplift 100 lb or less at joint(s) 36, 37, 13, 12 except 2=-1412(LC 30), 25=-120(LC 39), 10=-1424(LC 41), 32=-2876(LC 38), 17=-2869(LC 41) Max Grav All reactions 250 lb or less at joint(s) 26, 27, 28, 29, 30, 31, 33, 34, 35, 36, 37, 24, 22, 21, 20, 19, 18, 16, 15, 14, 13, 12 except 2=1450(LC 51), 25=690(LC 1), 10=1450(LC 50), 32=2875(LC 51), 17=2875(LC 50) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3566/3555, 3-5=-1290/1362, 5-6=-2255/2318, 6-7=-2254/2306, 7-9=-1243/1321, 9-10=-3566/3545 BOT CHORD 2-37=-3282/3291, 36-37=-2407/2442, 35-36=-1941/1947, 34-35=-1474/1509, 33-34=-1007/1042, 32-33=-541/576, 31-32=-1703/1806, 30-31=-1266/1368, 29-30=-799/901, 28-29=-332/434, 27-28=-608/710, 26-27=-1075/1177, 25-26=-1541/1643, 24-25=-1531/1606, 22-24=-1064/1140, 21-22=-598/673, 20-21=-322/397, 19-20=-789/864, 18-19=-1255/1331, 17-18=-1693/1768, 16-17=-485/526, 15-16=-952/993, 14-15=-1418/1459, 13-14=-1885/1891, 12-13=-2352/2393, 10-12=-3227/3268 WEBS 6-25=-422/41, 7-25=-2098/2151, 7-17=-3303/3299, 9-17=-448/169, 5-25=-2098/2146, 5-32=-3303/3306, 3-32=-448/170 NOTES-(13) 1) Wind: ASCE 7-10; Vult=110mph Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; 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) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Continued on page 2 September 21,2020 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 J1071139 Truss B04 Truss Type GABLE Qty 4 Ply 1 C & E Developments, LLC Job Reference (optional) K8315722 8.420 s Aug 25 2020 MiTek Industries, Inc. Mon Sep 21 13:51:56 2020 Page 2 The Truss Company, Sumner, WA - 98390, ID:JmLjlqFo0F6pLI8MUjNjv4zIuZC-43bvMyxf7tuCgpTNlaAZ52UVNroA5Fj50lx8gPybOGn NOTES-(13) 10) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 36, 37, 13, 12 except (jt=lb) 2=1412, 25=120, 10=1424, 32=2876, 17=2869. 12) This truss has been designed for a total drag load of 350 plf. Lumber DOL=(1.60) Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 37-0-0 for 350.0 plf. 13) All dimensions given in feet-inches-sixteenths (FFIISS) format. 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