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Truss Drawings K10438177.212740-A250 Klug Circle Corona, CA 92880 951-245-9525 MiTek USA, Inc. RE: 212740-A - SFI Holdings Design Code: IBC2018/TPI2014 Wind Code: ASCE 7-16 Wind Speed: 110 mph Roof Load: 42.0 psf Design Program: MiTek 20/20 8.4 1 of 1 This package includes 20 individual, dated Truss Design Drawings and 0 Additional Drawings. General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Floor Load: N/A psf Design Method: MWFRS (Directional)/C-C hybrid Wind ASCE 7-16 Site Information: Lot/Block: Project Customer: PARR LUMBER TACOMA Project Name: Jermann Addition Subdivision: Address: 67 MAILE LANE State: WACity: NORTH BONNEVILLE Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City, County: State: October 8,2021 Zhao, Xiaoming The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Trus-way Inc. Truss Design Engineer's Name: Zhao, Xiaoming My license renewal date for the state of Washington is September 28, 2023. Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. 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. No.Seal#Job ID#Truss Name 1 K10438177 212740-A D01 Date 10/8/212K10438178212740-A D02 10/8/213K10438179212740-A B01 10/8/214K10438180212740-A B02 10/8/215K10438181212740-A C01 10/8/216K10438182212740-A C02 10/8/217K10438183212740-A E01 10/8/218K10438184212740-A E02 10/8/219K10438185212740-A F01 10/8/2110K10438186212740-A B03 10/8/2111K10438187212740-A C03 10/8/2112K10438188212740-A A07 10/8/2113K10438189212740-A A06 10/8/2114K10438190212740-A A05 10/8/2115K10438191212740-A A04 10/8/2116K10438192212740-A A03 10/8/2117K10438193212740-A A02 10/8/2118K10438194212740-A A01 10/8/2119K0212740-A Z1 10/8/2120K0212740-A Z2 10/8/21 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 212740-A Truss D01 Truss Type GABLE Qty 1 Ply 1 SFI Holdings Job Reference (optional) K10438177 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Oct 7 15:39:59 2021 Page 1 Trus-Way, Vancouver, WA - 98661, ID:JvmEPgy6kZtkGl?51Y9WPyyQSFx-oHRlwPquvd?kMB7y7sEurQl?pOuAumArq879wGyVm5U Scale = 1:26.0 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 3x6 3x6 4x6 3x6 4x6 1-6-0 1-6-0 8-6-0 7-0-0 10-0-0 1-6-0 -1-0-0 1-0-0 1-6-0 1-6-0 5-0-0 3-6-0 8-6-0 3-6-0 10-0-0 1-6-0 11-0-0 1-0-0 0-4-103-11-120-4-109.00 12 Plate Offsets (X,Y)-- [2:0-3-13,0-1-8], [6:0-3-0,Edge], [10:0-3-13,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.08 0.02 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 10 10 10 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 51 lb FT = 8% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.1&Btr OTHERS 2x4 DF No.1&Btr 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 10-0-0. (lb) - Max Horz 2=64(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 10, 16, 13, 12, 17 Max Grav All reactions 250 lb or less at joint(s) 2, 10, 15, 16, 14, 13, 12, 17 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3E) -1-0-0 to 2-0-0, Corner(3R) 2-0-0 to 8-0-0, Corner(3E) 8-0-0 to 11-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10 4) This truss has been designed for greater of min roof live load of 15.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Plates checked for a plus or minus 4 degree rotation about its center. 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. 10) * 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. 11) One RT7 MiTek connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2, 10, 16, 13, 12, and 17. This connection is for uplift only and does not consider lateral forces. 12) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 10. 13) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. October 8,2021 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 212740-A Truss D02 Truss Type Common Qty 2 Ply 1 SFI Holdings Job Reference (optional) K10438178 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Oct 7 15:40:00 2021 Page 1 Trus-Way, Vancouver, WA - 98661, ID:JvmEPgy6kZtkGl?51Y9WPyyQSFx-GU?77lrWgx7bzLi9gal7NdH8MoAXdD6_3otjSiyVm5T Scale = 1:27.0 1 2 3 4 5 6 13 14 3x6 3x6 2x4 4x6 5-0-0 5-0-0 10-0-0 5-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 10-0-0 5-0-0 11-0-0 1-0-0 0-4-104-1-100-4-109.00 12 Plate Offsets (X,Y)-- [2:0-3-13,0-1-8], [4:0-3-13,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.22 0.20 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.03 0.00 0.01 (loc) 6-12 6-12 4 6-12 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 39 lb FT = 8% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.1&Btr 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)2=0-5-8, 4=0-5-8 Max Horz 2=66(LC 9) Max Uplift 2=-24(LC 10), 4=-24(LC 10) Max Grav 2=484(LC 1), 4=484(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-469/68, 3-4=-469/68 BOT CHORD 2-6=0/296, 4-6=0/296 NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Exterior(2R) 2-0-0 to 8-0-0, Exterior(2E) 8-0-0 to 11-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10 3) This truss has been designed for greater of min roof live load of 15.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Plates checked for a plus or minus 4 degree rotation about its center. 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) One RT7 MiTek connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 4. This connection is for uplift only and does not consider lateral forces. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. October 8,2021 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 212740-A Truss B01 Truss Type GABLE Qty 1 Ply 1 SFI Holdings Job Reference (optional) K10438179 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Oct 7 15:39:51 2021 Page 1 Trus-Way, Vancouver, WA - 98661, ID:JvmEPgy6kZtkGl?51Y9WPyyQSFx-1lyjEgktoA?tOyVQfB5?WkQcB97A09qf_vBkekyVm5c Scale = 1:42.3 1 2 3 4 5 6 7 8 10 19 9 11 13 15 12 14 16 17 23 22 21 20 18 31 3x6 3x6 4x8 5x8 3x6 4x6 1-6-0 1-6-0 6-2-0 4-8-0 8-0-0 1-10-0 11-0-0 3-0-0 16-0-0 5-0-0 -1-0-0 1-0-0 1-6-0 1-6-0 8-0-0 6-6-0 16-0-0 8-0-0 17-0-0 1-0-0 0-4-104-1-106-2-120-4-109.00 12 Plate Offsets (X,Y)-- [2:0-3-13,0-1-8], [10:0-3-0,Edge], [15:0-1-13,Edge], [16:0-3-13,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.19 0.15 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.03 0.00 0.01 (loc) 18-30 18-30 16 18-30 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 93 lb FT = 8% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.1&Btr OTHERS 2x4 DF No.1&Btr 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. JOINTS 1 Brace at Jt(s): 11 REACTIONS.All bearings 6-5-8 except (jt=length) 16=0-5-8. (lb) - Max Horz 2=-96(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 16, 19, 20, 21, 22, 23 Max Grav All reactions 250 lb or less at joint(s) 2, 20, 21, 22, 23, 2 except 16=508(LC 1), 19=456(LC 1), 19=456(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 9-19=-371/57, 9-11=-359/53, 11-13=-349/54, 13-15=-356/47, 15-16=-516/6 BOT CHORD 18-19=0/347, 16-18=0/352 NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-0-0, Exterior(2R) 5-0-0 to 10-9-15, Interior(1) 10-9-15 to 14-0-0, Exterior(2E) 14-0-0 to 17-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10 4) This truss has been designed for greater of min roof live load of 15.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Plates checked for a plus or minus 4 degree rotation about its center. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * 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. 10) One RT7 MiTek connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2, 16, 19, 20, 21, 22, and 23. This connection is for uplift only and does not consider lateral forces. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. October 8,2021 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 212740-A Truss B02 Truss Type Common Qty 1 Ply 1 SFI Holdings Job Reference (optional) K10438180 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Oct 7 15:39:52 2021 Page 1 Trus-Way, Vancouver, WA - 98661, ID:JvmEPgy6kZtkGl?51Y9WPyyQSFx-VxW6S0kVYT7j064cCucE2xyh1ZNvlbbpDZxIAAyVm5b Scale = 1:38.3 1 2 3 4 5 6 13 14 15 16 3x6 3x6 2x4 4x6 8-0-0 8-0-0 16-0-0 8-0-0 -1-0-0 1-0-0 8-0-0 8-0-0 16-0-0 8-0-0 17-0-0 1-0-0 0-4-106-4-100-4-109.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-0-6], [4:0-6-0,0-0-6] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.56 0.57 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.20 0.01 0.05 (loc) 6-9 6-9 2 6-9 l/defl >999 >956 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 61 lb FT = 8% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.1&Btr BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-5-8, 4=0-5-8 Max Horz 2=99(LC 9) Max Uplift 2=-25(LC 10), 4=-25(LC 10) Max Grav 2=803(LC 16), 4=803(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-872/61, 3-4=-872/61 BOT CHORD 2-6=0/634, 4-6=0/634 WEBS 3-6=0/486 NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-0-0, Exterior(2R) 5-0-0 to 11-0-0 , Interior(1) 11-0-0 to 14-0-0, Exterior(2E) 14-0-0 to 17-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10 3) This truss has been designed for greater of min roof live load of 15.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Plates checked for a plus or minus 4 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) One RT7 MiTek connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 4. This connection is for uplift only and does not consider lateral forces. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. October 8,2021 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 212740-A Truss C01 Truss Type GABLE Qty 1 Ply 1 SFI Holdings Job Reference (optional) K10438181 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Oct 7 15:39:56 2021 Page 1 Trus-Way, Vancouver, WA - 98661, ID:JvmEPgy6kZtkGl?51Y9WPyyQSFx-OimcHNo?cid9UjOORkgBDn7UaAsThPLO8BvVJxyVm5X Scale = 1:30.5 1 2 3 4 5 6 7 8 9 10 11 12 13 21 20 19 18 17 16 15 14 22 23 3x6 3x6 4x6 3x6 4x6 1-6-0 1-6-0 10-6-0 9-0-0 12-0-0 1-6-0 -1-0-0 1-0-0 1-6-0 1-6-0 6-0-0 4-6-0 10-6-0 4-6-0 12-0-0 1-6-0 13-0-0 1-0-0 0-4-104-8-120-4-109.00 12 Plate Offsets (X,Y)-- [2:0-3-13,0-1-8], [7:0-3-0,Edge], [12:0-3-13,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.08 0.02 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 12 12 12 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 65 lb FT = 8% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.1&Btr OTHERS 2x4 DF No.1&Btr 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 12-0-0. (lb) - Max Horz 2=-74(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 19, 20, 16, 14, 21, 15 Max Grav All reactions 250 lb or less at joint(s) 2, 12, 18, 19, 20, 17, 16, 14, 21, 15 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3E) -1-0-0 to 2-0-0, Exterior(2N) 2-0-0 to 3-0-0, Corner(3R) 3-0-0 to 9-0-0, Exterior(2N) 9-0-0 to 10-0-0, Corner(3E) 10-0-0 to 13-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10 4) This truss has been designed for greater of min roof live load of 15.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Plates checked for a plus or minus 4 degree rotation about its center. 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. 10) * 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 21. 12) One RT7 MiTek connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2, 12, 19, 20, 16, and 15. This connection is for uplift only and does not consider lateral forces. 13) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 14) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. October 8,2021 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 212740-A Truss C02 Truss Type Common Qty 1 Ply 1 SFI Holdings Job Reference (optional) K10438182 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Oct 7 15:39:57 2021 Page 1 Trus-Way, Vancouver, WA - 98661, ID:JvmEPgy6kZtkGl?51Y9WPyyQSFx-svJ?VjoeN0l06tza?RCQl?fbCa8IQsGYMre3sNyVm5W Scale = 1:31.7 1 2 3 4 5 6 13 14 3x6 3x6 2x4 4x6 6-0-0 6-0-0 12-0-0 6-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 12-0-0 6-0-0 13-0-0 1-0-0 0-4-104-10-100-4-109.00 12 Plate Offsets (X,Y)-- [2:0-3-13,0-1-8], [4:0-3-13,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.34 0.30 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.06 0.00 0.02 (loc) 6-9 6-9 2 6-9 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 46 lb FT = 8% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.1&Btr 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)2=0-5-8, 4=0-5-8 Max Horz 2=-77(LC 8) Max Uplift 2=-24(LC 10), 4=-24(LC 10) Max Grav 2=568(LC 1), 4=568(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-572/67, 3-4=-572/67 BOT CHORD 2-6=0/360, 4-6=0/360 WEBS 3-6=0/288 NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-0-0, Exterior(2R) 3-0-0 to 9-0-0, Interior(1) 9-0-0 to 10-0-0, Exterior(2E) 10-0-0 to 13-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10 3) This truss has been designed for greater of min roof live load of 15.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Plates checked for a plus or minus 4 degree rotation about its center. 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) One RT7 MiTek connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 4. This connection is for uplift only and does not consider lateral forces. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. October 8,2021 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 212740-A Truss E01 Truss Type GABLE Qty 1 Ply 1 SFI Holdings Job Reference (optional) K10438183 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Oct 7 15:40:01 2021 Page 1 Trus-Way, Vancouver, WA - 98661, ID:JvmEPgy6kZtkGl?51Y9WPyyQSFx-kgZVK5r8REFSbVGLEHGMwrqIFBVWMgY7HScG?8yVm5S Scale = 1:28.5 1 2 3 4 5 8 7 6 3x4 3x6 4x6 0-2-07-3-101-6-0 1-6-0 6-0-0 4-6-0 -1-0-0 1-0-0 1-6-0 1-6-0 6-0-0 4-6-0 0-4-104-8-129.00 12 Plate Offsets (X,Y)-- [2:0-3-13,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.28 0.28 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.10 0.00 0.05 (loc) 7-8 7-8 2 7-8 l/defl >999 >694 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 36 lb FT = 8% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.1&Btr OTHERS 2x4 DF No.1&Btr 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)7=Mechanical, 2=0-5-8 Max Horz 2=117(LC 7) Max Uplift 7=-27(LC 7), 2=-15(LC 10) Max Grav 7=260(LC 1), 2=308(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-0-0, Exterior(2E) 3-0-0 to 6-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10 4) This truss has been designed for greater of min roof live load of 15.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Plates checked for a plus or minus 4 degree rotation about its center. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * 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. 10) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7. 12) One RT7 MiTek connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 13) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. October 8,2021 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 212740-A Truss E02 Truss Type Monopitch Qty 3 Ply 1 SFI Holdings Job Reference (optional) K10438184 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Oct 7 15:40:02 2021 Page 1 Trus-Way, Vancouver, WA - 98661, ID:JvmEPgy6kZtkGl?51Y9WPyyQSFx-Ds7tYQsmCYNJDerXo?nbS2NTKbsP574HW6MqXbyVm5R Scale = 1:29.5 1 2 3 4 6 5 2x4 3x4 3x6 0-2-07-3-106-0-0 6-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 0-4-104-10-109.00 12 Plate Offsets (X,Y)-- [2:0-3-13,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.32 0.24 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.09 0.00 0.04 (loc) 6-9 6-9 2 6-9 l/defl >999 >784 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 26 lb FT = 8% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.1&Btr 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)6=Mechanical, 2=0-5-8 Max Horz 2=121(LC 7) Max Uplift 6=-30(LC 7), 2=-14(LC 10) Max Grav 6=260(LC 1), 2=308(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-0-0, Exterior(2E) 3-0-0 to 6-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10 3) This truss has been designed for greater of min roof live load of 15.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Plates checked for a plus or minus 4 degree rotation about its center. 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) 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) 6. 9) One RT7 MiTek connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. October 8,2021 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 212740-A Truss F01 Truss Type Monopitch Qty 4 Ply 1 SFI Holdings Job Reference (optional) K10438185 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Oct 7 15:40:03 2021 Page 1 Trus-Way, Vancouver, WA - 98661, ID:JvmEPgy6kZtkGl?51Y9WPyyQSFx-h3hGlmtOzsVAqoQkMiIq?Gvhp?FxqaJQlm5N31yVm5Q Scale = 1:13.6 1 2 3 4 3x4 2-0-0 2-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 0-4-101-10-109.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.08 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 -0.00 0.00 -0.00 (loc) 7 7 3 7 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 8 lb FT = 8% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-5-8, 4=Mechanical, 3=Mechanical Max Horz 2=54(LC 10) Max Uplift 2=-20(LC 10), 3=-13(LC 10) Max Grav 2=176(LC 14), 4=34(LC 3), 3=47(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10 3) This truss has been designed for greater of min roof live load of 15.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Plates checked for a plus or minus 4 degree rotation about its center. 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) Refer to girder(s) for truss to truss connections. 8) One RT7 MiTek connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 3. This connection is for uplift only and does not consider lateral forces. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. October 8,2021 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 212740-A Truss B03 Truss Type HOWE Qty 1 Ply 2 SFI Holdings Job Reference (optional) K10438186 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Oct 7 15:39:54 2021 Page 1 Trus-Way, Vancouver, WA - 98661, ID:JvmEPgy6kZtkGl?51Y9WPyyQSFx-SKesshml45NRFQE?KJei8M14AN3aDQo6gtQPF2yVm5Z Scale = 1:40.0 1 2 3 4 5 6 9 8 714151617 18 4x6 4x6 4x6 3x10 4x6 8x8 3x10 4x6 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 4-3-8 4-3-8 8-0-0 3-8-8 11-8-8 3-8-8 16-0-0 4-3-8 4-3-8 4-3-8 8-0-0 3-8-8 11-8-8 3-8-8 16-0-0 4-3-8 17-0-0 1-0-0 0-4-106-4-100-4-109.00 12 Plate Offsets (X,Y)-- [1:0-6-12,0-0-12], [5:0-6-12,0-0-12], [8:0-4-0,0-4-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.33 0.49 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.12 0.04 0.03 (loc) 7-8 7-8 5 7-8 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 182 lb FT = 8% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x6 DF 2400F 2.0E WEBS 2x4 DF No.1&Btr BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-5-8, 5=0-5-8 Max Horz 1=-96(LC 26) Max Uplift 1=-1168(LC 30), 5=-1193(LC 31) Max Grav 1=5326(LC 21), 5=5298(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-7625/1807, 2-3=-5148/953, 3-4=-5147/953, 4-5=-7622/1802 BOT CHORD 1-9=-1393/6086, 8-9=-698/6008, 7-8=-694/6000, 5-7=-1389/6079 WEBS 2-9=-3/2842, 3-8=-73/5852, 4-7=0/2843, 2-8=-2568/85, 4-8=-2557/79 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 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 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10 5) This truss has been designed for greater of min roof live load of 15.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) Plates checked for a plus or minus 4 degree rotation about its center. 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) 1=1168, 5=1193. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) This truss has been designed for a total drag load of 3000 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 16-0-0 for 187.5 plf. 12) Use MiTek HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-11-4 from the left end to 13-11-4 to connect truss(es) to back face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard Continued on page 2 October 8,2021 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 212740-A Truss B03 Truss Type HOWE Qty 1 Ply 2 SFI Holdings Job Reference (optional) K10438186 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Oct 7 15:39:54 2021 Page 2 Trus-Way, Vancouver, WA - 98661, ID:JvmEPgy6kZtkGl?51Y9WPyyQSFx-SKesshml45NRFQE?KJei8M14AN3aDQo6gtQPF2yVm5Z LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-20, 1-3=-64, 3-6=-64 Concentrated Loads (lb) Vert: 8=-1305(B) 7=-1305(B) 14=-1305(B) 15=-1305(B) 16=-1305(B) 17=-1305(B) 18=-1305(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 212740-A Truss C03 Truss Type HOWE Qty 1 Ply 2 SFI Holdings Job Reference (optional) K10438187 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Oct 7 15:39:58 2021 Page 1 Trus-Way, Vancouver, WA - 98661, ID:JvmEPgy6kZtkGl?51Y9WPyyQSFx-K5tNi3pG8Jttk1YmZ9jfICCou_SA9EzhbVOcOqyVm5V Scale = 1:31.7 1 2 3 4 5 6 9 8 714151617 18 4x6 4x6 4x6 3x10 4x6 8x8 3x10 4x6 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 3-3-8 3-3-8 6-0-0 2-8-8 8-8-8 2-8-8 12-0-0 3-3-8 -1-0-0 1-0-0 3-3-8 3-3-8 6-0-0 2-8-8 8-8-8 2-8-8 12-0-0 3-3-8 0-4-104-10-100-4-109.00 12 Plate Offsets (X,Y)-- [2:0-1-0,Edge], [6:0-1-0,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.22 0.39 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.07 0.02 0.02 (loc) 7-8 7-8 6 8 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 136 lb FT = 8% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x6 DF 2400F 2.0E WEBS 2x4 DF No.1&Btr BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-5-8, 6=0-5-8 Max Horz 2=74(LC 7) Max Uplift 2=-69(LC 8), 6=-45(LC 8) Max Grav 2=4439(LC 1), 6=4566(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6280/73, 3-4=-4135/78, 4-5=-4148/79, 5-6=-5931/75 BOT CHORD 2-9=-25/5015, 8-9=-25/5015, 7-8=-27/4740, 6-7=-27/4740 WEBS 3-9=0/2649, 4-8=-64/4748, 5-7=0/2183, 3-8=-2346/56, 5-8=-1975/59 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 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10 5) This truss has been designed for greater of min roof live load of 15.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) Plates checked for a plus or minus 4 degree rotation about its center. 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) One RT7 MiTek connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 6. This connection is for uplift only and does not consider lateral forces. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) Use MiTek HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 2-0-12 from the left end to 10-11-4 to connect truss(es) to back face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard Continued on page 2 October 8,2021 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 212740-A Truss C03 Truss Type HOWE Qty 1 Ply 2 SFI Holdings Job Reference (optional) K10438187 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Oct 7 15:39:58 2021 Page 2 Trus-Way, Vancouver, WA - 98661, ID:JvmEPgy6kZtkGl?51Y9WPyyQSFx-K5tNi3pG8Jttk1YmZ9jfICCou_SA9EzhbVOcOqyVm5V LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-6=-20, 1-4=-64, 4-6=-64 Concentrated Loads (lb) Vert: 7=-1305(B) 14=-1305(B) 15=-1305(B) 16=-1305(B) 17=-1305(B) 18=-1406(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 212740-A Truss A07 Truss Type GABLE Qty 1 Ply 1 SFI Holdings Job Reference (optional) K10438188 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Oct 7 15:39:49 2021 Page 1 Trus-Way, Vancouver, WA - 98661, ID:JvmEPgy6kZtkGl?51Y9WPyyQSFx-5Mqzp_icGYk99fM1Xm2XRJKG5MSjYFtMXbiearyVm5e Scale = 1:57.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 50 51 52 3x6 3x6 4x6 3x6 4x6 6x6 1-6-0 1-6-0 2-0-0 0-6-0 30-0-0 28-0-0 31-6-8 1-6-8 -1-8-3 1-8-3 1-6-0 1-6-0 2-0-0 0-6-0 30-0-0 28-0-0 31-6-8 1-6-8 0-4-16-10-70-6-55.00 12 Plate Offsets (X,Y)-- [14:0-3-0,Edge], [26:0-1-12,0-3-2] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.22 0.09 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 1 1 26 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 191 lb FT = 8% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.1&Btr OTHERS 2x4 DF No.1&Btr WEDGE Right: 2x4 DF No.1&Btr BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 31-6-8. (lb) - Max Horz 2=77(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 40, 41, 42, 43, 44, 45, 46, 47, 48, 36, 35, 34, 33, 32, 31, 30, 29, 49, 27, 28 Max Grav All reactions 250 lb or less at joint(s) 39, 40, 41, 42, 43, 44, 45, 46, 47, 48, 37, 36, 35, 34, 33, 32, 31, 30, 29, 49, 27, 14, 28, 26 except 2=331(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=45ft; L=32ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3E) -1-8-3 to 1-5-11, Exterior(2N) 1-5-11 to 12-8-0, Corner(3R) 12-8-0 to 19-4-0, Exterior(2N) 19-4-0 to 28-4-10, Corner(3E) 28-4-10 to 31-6-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; 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 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Plates checked for a plus or minus 4 degree rotation about its center. 8) Gable requires continuous bottom chord bearing. 9) Gable studs spaced at 1-4-0 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 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. 12) One RT7 MiTek connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2, 40, 41, 42, 43, 44, 45, 46, 47, 48, 36, 35, 34, 33, 32, 31, 30, 29, 49, 27, 14, and 28. This connection is for uplift only and does not consider lateral forces. 13) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 14) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.October 8,2021 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 212740-A Truss A06 Truss Type HOWE Qty 7 Ply 1 SFI Holdings Job Reference (optional) K10438189 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Oct 7 15:39:47 2021 Page 1 Trus-Way, Vancouver, WA - 98661, ID:JvmEPgy6kZtkGl?51Y9WPyyQSFx-9_jDOIhMkxURvLCfQL03LuFnNYf94Ht43HDXVyyVm5g Scale = 1:53.9 1 2 3 4 5 6 9 8 7 16 17 18 19 20 21 4x6 5x6 4x6 5x8 3x4 3x4 2x4 2x4 7-0-0 7-0-0 8-0-0 1-0-0 16-0-0 8-0-0 24-0-0 8-0-0 25-0-0 1-0-0 31-6-8 6-6-8 -1-8-3 1-8-3 8-0-0 8-0-0 16-0-0 8-0-0 24-0-0 8-0-0 31-6-8 7-6-8 0-4-17-0-10-6-55.00 12 Plate Offsets (X,Y)-- [6:0-0-0,0-1-0], [8:0-4-0,0-3-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.81 0.54 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.33 0.09 0.06 (loc) 7-8 7-8 6 7-8 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 133 lb FT = 8% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.1&Btr WEDGE Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-8, 5-8 REACTIONS. (size)2=0-5-8, 6=Mechanical Max Horz 2=77(LC 11) Max Uplift 2=-43(LC 12), 6=-3(LC 12) Max Grav 2=1442(LC 17), 6=1325(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2822/66, 3-4=-1847/113, 4-5=-1844/113, 5-6=-2692/81 BOT CHORD 2-9=-12/2539, 8-9=-46/2478, 7-8=-59/2362, 6-7=-27/2405 WEBS 4-8=0/863, 3-8=-1049/67, 5-8=-931/81, 3-9=0/349, 5-7=0/310 NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-8-3 to 1-5-11, Interior(1) 1-5-11 to 12-10-2, Exterior(2R) 12-10-2 to 19-1-14, Interior(1) 19-1-14 to 28-4-10, Exterior(2E) 28-4-10 to 31-6-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; 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 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) Plates checked for a plus or minus 4 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6. 10) One RT7 MiTek connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. October 8,2021 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 212740-A Truss A05 Truss Type COMMON Qty 1 Ply 1 SFI Holdings Job Reference (optional) K10438190 8.510 s Jun 1 2021 MiTek Industries, Inc. Fri Oct 8 14:58:13 2021 Page 1 Quality Truss, Redmond OR. 97756 ID:JvmEPgy6kZtkGl?51Y9WPyyQSFx-hj60mIFj8GC_nsFFY3Yzv2a9Axv?NeQ4saYTAJyVPs8 Scale = 1:54.9 1 2 3 4 5 6 7 8 13 12 11 10 9 14 1516 17 24 25 26 27 28 29 4x6 4x6 4x6 3x4 3x4 3x4 3x4 2x4 2x4 5x6 2x4 2x4 2x4 3x4 3x4 2x4 7-0-0 7-0-0 7-1-12 0-1-12 8-3-14 1-2-2 13-0-0 4-8-2 16-0-0 3-0-0 19-0-0 3-0-0 23-8-2 4-8-2 24-10-4 1-2-2 32-0-0 7-1-12 -1-8-3 1-8-3 5-9-3 5-9-3 8-0-0 2-2-13 8-1-12 0-1-12 10-10-10 2-8-14 13-0-0 2-1-6 16-0-0 3-0-0 19-0-0 3-0-0 21-1-6 2-1-6 23-10-4 2-8-14 26-2-13 2-4-9 32-0-0 5-9-3 0-4-17-0-10-4-15.00 12 Plate Offsets (X,Y)-- [11:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.71 0.97 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.51 -0.62 0.10 0.09 (loc) 9-10 12-13 8 12-13 l/defl >758 >620 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 150 lb FT = 8% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.1&Btr BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. JOINTS 1 Brace at Jt(s): 16, 17 REACTIONS.(lb/size)8=1440/0-5-8, 2=1555/0-5-8 Max Horz 2=79(LC 11) Max Grav 8=1444(LC 18), 2=1557(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-24=-3096/0, 3-24=-3015/0, 3-25=-2428/0, 4-25=-2350/0, 4-5=-481/70, 5-6=-482/68, 6-26=-2392/0, 7-26=-2428/0, 7-27=-3039/0, 8-27=-3116/0 BOT CHORD 2-13=0/2783, 12-13=0/2717, 11-12=0/2155, 10-11=0/2155, 9-10=0/2735, 8-9=0/2805 WEBS 12-14=0/535, 4-14=0/604, 10-15=0/545, 6-15=0/605, 4-17=-1761/0, 6-17=-1761/0, 3-13=0/269, 3-12=-839/55, 7-10=-857/76, 7-9=0/269 NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-8-3 to 1-6-3, Interior(1) 1-6-3 to 12-9-10, Exterior(2R) 12-9-10 to 19-1-12, Interior(1) 19-1-12 to 28-9-10, Exterior(2E) 28-9-10 to 32-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; 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 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) Plates checked for a plus or minus 4 degree rotation about its center. 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) One RT7 MiTek connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 8 and 2. This connection is for uplift only and does not consider lateral forces. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) . The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 October 8,2021 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 212740-A Truss A05 Truss Type COMMON Qty 1 Ply 1 SFI Holdings Job Reference (optional) K10438190 8.510 s Jun 1 2021 MiTek Industries, Inc. Fri Oct 8 14:58:13 2021 Page 2 Quality Truss, Redmond OR. 97756 ID:JvmEPgy6kZtkGl?51Y9WPyyQSFx-hj60mIFj8GC_nsFFY3Yzv2a9Axv?NeQ4saYTAJyVPs8 LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-64, 5-8=-64, 18-21=-20 Concentrated Loads (lb) Vert: 28=-100(F) 29=-100(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 212740-A Truss A04 Truss Type Common Qty 3 Ply 1 SFI Holdings Job Reference (optional) K10438191 8.510 s Jun 1 2021 MiTek Industries, Inc. Fri Oct 8 14:59:25 2021 Page 1 Quality Truss, Redmond OR. 97756 ID:JvmEPgy6kZtkGl?51Y9WPyyQSFx-aZTEtw7uBNGmQxl4mBrrqEZUdyTnFCNgQn_Gi8yVPr0 Scale = 1:56.7 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 1617 18 25 26 27 28 29 30 4x6 4x6 3x4 3x4 3x4 3x4 2x4 2x4 5x6 2x4 2x4 4x6 2x4 3x4 3x4 2x4 7-0-0 7-0-0 7-1-12 0-1-12 8-3-14 1-2-2 13-0-0 4-8-2 16-0-0 3-0-0 19-0-0 3-0-0 23-8-2 4-8-2 24-10-4 1-2-2 32-0-0 7-1-12 -1-8-3 1-8-3 5-9-3 5-9-3 8-0-0 2-2-13 8-1-12 0-1-12 10-10-10 2-8-14 13-0-0 2-1-6 16-0-0 3-0-0 19-0-0 3-0-0 21-1-6 2-1-6 23-10-4 2-8-14 26-2-13 2-4-9 32-0-0 5-9-3 33-8-3 1-8-3 0-4-17-0-10-4-15.00 12 Plate Offsets (X,Y)-- [12:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.67 0.98 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.50 -0.62 0.10 0.09 (loc) 13-14 13-14 8 13-14 l/defl >761 >619 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 152 lb FT = 8% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.1&Btr BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. JOINTS 1 Brace at Jt(s): 17, 18 REACTIONS.(lb/size)2=1553/0-5-8, 8=1551/0-5-8 Max Horz 2=-79(LC 10) Max Grav 2=1556(LC 17), 8=1554(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-25=-3092/0, 3-25=-3012/0, 3-26=-2419/0, 4-26=-2341/0, 4-5=-478/67, 5-6=-480/66, 6-27=-2341/0, 7-27=-2418/0, 7-28=-3006/0, 8-28=-3086/0 BOT CHORD 2-14=0/2780, 13-14=0/2714, 12-13=0/2147, 11-12=0/2147, 10-11=0/2709, 8-10=0/2775 WEBS 13-15=0/534, 4-15=0/603, 11-16=0/536, 6-16=0/596, 4-18=-1756/0, 6-18=-1756/0, 3-14=0/269, 3-13=-840/56, 7-11=-834/62, 7-10=0/266 NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-8-3 to 1-6-3, Interior(1) 1-6-3 to 12-9-10, Exterior(2R) 12-9-10 to 19-1-12, Interior(1) 19-1-12 to 30-5-13, Exterior(2E) 30-5-13 to 33-8-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; 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 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) Plates checked for a plus or minus 4 degree rotation about its center. 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) One RT7 MiTek connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 8. This connection is for uplift only and does not consider lateral forces. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) . The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 October 8,2021 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 212740-A Truss A04 Truss Type Common Qty 3 Ply 1 SFI Holdings Job Reference (optional) K10438191 8.510 s Jun 1 2021 MiTek Industries, Inc. Fri Oct 8 14:59:25 2021 Page 2 Quality Truss, Redmond OR. 97756 ID:JvmEPgy6kZtkGl?51Y9WPyyQSFx-aZTEtw7uBNGmQxl4mBrrqEZUdyTnFCNgQn_Gi8yVPr0 LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-64, 5-9=-64, 19-22=-20 Concentrated Loads (lb) Vert: 29=-100(F) 30=-100(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 212740-A Truss A03 Truss Type COMMON Qty 1 Ply 1 SFI Holdings Job Reference (optional) K10438192 8.510 s Jun 1 2021 MiTek Industries, Inc. Fri Oct 8 15:05:09 2021 Page 1 Quality Truss, Redmond OR. 97756 ID:JvmEPgy6kZtkGl?51Y9WPyyQSFx-WlFH4YHfA4cyho2CwQ0WmnpGvdxGrlrJWIJSmCyVPle Scale = 1:54.1 1 2 3 4 5 6 7 8 13 12 11 10 9 14 1516 17 24 25 26 27 28 29 4x6 4x6 3x4 3x4 3x4 3x4 2x4 4x6 5x8 2x4 2x4 2x4 3x4 3x4 2x4 6x6 7-0-0 7-0-0 7-1-12 0-1-12 8-3-14 1-2-2 13-0-0 4-8-2 16-0-0 3-0-0 19-0-0 3-0-0 23-8-2 4-8-2 23-10-4 0-2-2 24-10-4 1-0-0 31-6-8 6-8-4 -1-8-3 1-8-3 5-9-3 5-9-3 8-0-0 2-2-13 8-1-12 0-1-12 10-10-10 2-8-14 13-0-0 2-1-6 16-0-0 3-0-0 19-0-0 3-0-0 21-1-6 2-1-6 23-10-4 2-8-14 26-2-13 2-4-9 31-6-8 5-3-11 0-4-17-0-10-6-55.00 12 Plate Offsets (X,Y)-- [8:Edge,0-2-12], [11:0-4-0,0-3-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.66 0.72 0.56 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.34 -0.43 0.09 0.06 (loc) 12-13 12-13 8 12-13 l/defl >999 >876 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 154 lb FT = 8% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.1&Btr WEDGE Right: 2x4 DF No.1&Btr BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. JOINTS 1 Brace at Jt(s): 16, 17 REACTIONS.(lb/size)2=1535/0-5-8, 8=1422/Mechanical Max Horz 2=77(LC 11) Max Grav 2=1541(LC 17), 8=1426(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-24=-3041/0, 3-24=-2959/0, 3-25=-2374/0, 4-25=-2298/0, 4-5=-461/68, 5-6=-462/70, 6-26=-2274/0, 7-26=-2342/0, 7-27=-2786/0, 8-27=-2870/0 BOT CHORD 2-13=0/2732, 12-13=0/2669, 11-12=0/2241, 10-11=0/2163, 9-10=0/2536, 8-9=0/2572 WEBS 12-14=0/521, 4-14=0/582, 10-15=0/514, 6-15=0/548, 14-28=-255/194, 16-28=-255/194, 16-29=-255/194, 15-29=-255/194, 4-17=-1723/0, 6-17=-1723/0, 3-13=0/269, 3-12=-775/63, 7-10=-620/71, 11-15=-386/589 NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-8-3 to 1-5-11, Interior(1) 1-5-11 to 12-10-2, Exterior(2R) 12-10-2 to 19-1-12, Interior(1) 19-1-12 to 28-4-10, Exterior(2E) 28-4-10 to 31-6-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; 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 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) Plates checked for a plus or minus 4 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) . The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 October 8,2021 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 212740-A Truss A03 Truss Type COMMON Qty 1 Ply 1 SFI Holdings Job Reference (optional) K10438192 8.510 s Jun 1 2021 MiTek Industries, Inc. Fri Oct 8 15:05:09 2021 Page 2 Quality Truss, Redmond OR. 97756 ID:JvmEPgy6kZtkGl?51Y9WPyyQSFx-WlFH4YHfA4cyho2CwQ0WmnpGvdxGrlrJWIJSmCyVPle LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-64, 5-8=-64, 18-21=-20 Concentrated Loads (lb) Vert: 28=-100(F) 29=-100(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 212740-A Truss A02 Truss Type HOWE Qty 5 Ply 1 SFI Holdings Job Reference (optional) K10438193 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Oct 7 15:39:42 2021 Page 1 Trus-Way, Vancouver, WA - 98661, ID:JvmEPgy6kZtkGl?51Y9WPyyQSFx-o0vKLbdDvPs8paJhdoQueqYweXy_P0eKw?VmqlyVm5l Scale = 1:53.9 1 2 3 4 5 6 9 8 7 16 17 18 19 20 21 4x6 5x6 4x6 5x8 3x4 3x4 2x4 2x4 7-0-0 7-0-0 8-0-0 1-0-0 16-0-0 8-0-0 24-0-0 8-0-0 25-0-0 1-0-0 31-6-8 6-6-8 -1-8-3 1-8-3 8-0-0 8-0-0 16-0-0 8-0-0 24-0-0 8-0-0 31-6-8 7-6-8 0-4-17-0-10-6-55.00 12 Plate Offsets (X,Y)-- [6:0-0-0,0-1-0], [8:0-4-0,0-3-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.81 0.54 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.33 0.09 0.06 (loc) 7-8 7-8 6 7-8 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 133 lb FT = 8% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.1&Btr WEDGE Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-8, 5-8 REACTIONS. (size)2=0-5-8, 6=Mechanical Max Horz 2=77(LC 11) Max Uplift 2=-43(LC 12), 6=-3(LC 12) Max Grav 2=1442(LC 17), 6=1325(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2822/66, 3-4=-1847/113, 4-5=-1844/113, 5-6=-2692/81 BOT CHORD 2-9=-12/2539, 8-9=-46/2478, 7-8=-59/2362, 6-7=-27/2405 WEBS 4-8=0/863, 3-8=-1049/67, 5-8=-931/81, 3-9=0/349, 5-7=0/310 NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-8-3 to 1-5-11, Interior(1) 1-5-11 to 12-10-2, Exterior(2R) 12-10-2 to 19-1-14, Interior(1) 19-1-14 to 28-4-10, Exterior(2E) 28-4-10 to 31-6-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; 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 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) Plates checked for a plus or minus 4 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6. 10) One RT7 MiTek connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. October 8,2021 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 212740-A Truss A01 Truss Type GABLE Qty 1 Ply 1 SFI Holdings Job Reference (optional) K10438194 8.520 s Aug 27 2021 MiTek Industries, Inc. Thu Oct 7 15:39:40 2021 Page 1 Trus-Way, Vancouver, WA - 98661, ID:JvmEPgy6kZtkGl?51Y9WPyyQSFx-sdoZwvbzNncQaGAJVNOQZPSjMkOcxAe2Sh0flsyVm5n Scale = 1:57.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 50 51 52 3x6 3x6 4x6 3x6 4x6 6x6 1-6-0 1-6-0 2-0-0 0-6-0 30-0-0 28-0-0 31-6-8 1-6-8 -1-8-3 1-8-3 1-6-0 1-6-0 2-0-0 0-6-0 30-0-0 28-0-0 31-6-8 1-6-8 0-4-16-10-70-6-55.00 12 Plate Offsets (X,Y)-- [14:0-3-0,Edge], [26:0-1-12,0-3-2] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.22 0.09 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 1 1 26 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 191 lb FT = 8% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.1&Btr OTHERS 2x4 DF No.1&Btr WEDGE Right: 2x4 DF No.1&Btr BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 31-6-8. (lb) - Max Horz 2=77(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 40, 41, 42, 43, 44, 45, 46, 47, 48, 36, 35, 34, 33, 32, 31, 30, 29, 49, 27, 28 Max Grav All reactions 250 lb or less at joint(s) 39, 40, 41, 42, 43, 44, 45, 46, 47, 48, 37, 36, 35, 34, 33, 32, 31, 30, 29, 49, 27, 14, 28, 26 except 2=331(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=45ft; L=32ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3E) -1-8-3 to 1-5-11, Exterior(2N) 1-5-11 to 12-8-0, Corner(3R) 12-8-0 to 19-4-0, Exterior(2N) 19-4-0 to 28-4-10, Corner(3E) 28-4-10 to 31-6-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; 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 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Plates checked for a plus or minus 4 degree rotation about its center. 8) Gable requires continuous bottom chord bearing. 9) Gable studs spaced at 1-4-0 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 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. 12) One RT7 MiTek connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2, 40, 41, 42, 43, 44, 45, 46, 47, 48, 36, 35, 34, 33, 32, 31, 30, 29, 49, 27, 14, and 28. This connection is for uplift only and does not consider lateral forces. 13) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 14) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.October 8,2021 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 3x4 = Trusses @ 24" o.c. End Wall Roof Sheathing 1'-3" Max. 12 Varies to Common Truss A A ** - Diagonal Bracing Refer to Section A-A* 24" Max Vertical Stud SECTION A-A 2x6 Stud or 2x4 No.2 of better 2x4 Stud DIAGONAL BRACE Typical Horizontal Brace Nailed To 2x_ Verticals w/(4)-10d Nails DIAGONAL BRACE 4'-0" O.C. MAX MAX MEAN ROOF HEIGHT = 30 FEET CATEGORY II BUILDING EXPOSURE B or C ASCE 7-98, ASCE 7-02, ASCE 7-05 110 MPH ASCE 7-10, ASCE 7-16 140 MPH DURATION OF LOAD INCREASE : 1.60 (4) - 8d (0.131" X 2.5") NAILS MINIMUM, PLYWOOD SHEATHING TO 2x4 STD DF/SPF BLOCK HORIZONTAL BRACE (SEE SECTION A-A) (2) - 10d NAILS (2) - 10d NAILS MII-GE110-001Standard Gable End Detail SEE INDIVIDUAL MITEK ENGINEERING DRAWINGS FOR DESIGN CRITERIA Minimum Stud Size Species and Grade Stud Spacing Without Brace 1x4 L-Brace 2x4 L-Brace Maximum Stud Length 2x4 DF/SPF Std/Stud 12" O.C.4-6-3 7-1-7 16" O.C.4-1-3 6-2-0 24" O.C.3-5-8 5-0-7 NOTE: 1. MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS. 2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 4. "L" BRACES SPECIFIED ARE TO BE FULL LENGTH. GRADES: 1x4 SRB OR 2x4 STUD OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6" O.C. 5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAM AT 4'-0" O.C. 6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2x6 STUD AND A 2x4 STUD AS SHOWN WITH 16d NAILS SPACED 6" O.C. HORIZONTAL BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST STUD. ATTACH TO VERTICAL STUDS WITH (4) 10d NAILS THROUGH 2x4. (REFER TO SECTION A-A) 7. GABLE STUD DEFLECTION MEETS OR EXCEEDS L/240. 8. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE TRUSSES. 10. NAILS DESIGNATED 10d ARE (0.131" X 3") AND NAILS DESIGNATED 16d ARE (0.131" X 3.5") TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. - L-Bracing Refer to Section B-B** B B + + + + (4) - 16d Nails (2) - 10d Nails into 2x6 16d Nails Spaced 6" o.c. Vertical Stud Typical _x4 L-Brace Nailed To 2x_ Verticals W/10d Nails spaced 6" o.c. SECTION B-B PROVIDE 2x4 BLOCKING BETWEEN THE FIRST TWO TRUSSES AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - 10d NAILS. 2x6 DIAGONAL BRACE SPACED 48" O.C. ATTACHED TO VERTICAL WITH (4) -16d NAILS AND ATTACHED TO BLOCKING WITH (5) - 10d NAILS. DIAGONAL BRACE 9-0-5 8-2-7 6-10-15 2x4 DF/SPF Std/Stud 2x4 DF/SPF Std/Stud Diagonal braces over 6'-3" require a 2x4 T-Brace attached to one edge. Diagonal braces over 12'-6" require 2x4 I-braces attached to both edges. Fasten T and I braces to narrow edge of web with 10d nails 8" o.c., with 3" minimum end distance. Brace must cover 90% of diagonal length. 5-0-7 4-4-5 3-6-11 ** 2 DIAGONAL BRACES AT 1/3 POINTS 13-6-8 12-3-10 10-4-7 Diag. Brace at 1/3 points if needed STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. CONNECTION OF BRACING IS BASED ON MWFRS. Page 1 of 2MiTek USA, Inc. A MiTek Affiliate ENGINEERED BY SEPTEMBER 1, 2021 October 8,2021 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 MII-SHEET 2Standard Gable End Detail Trusses @ 24" o.c. Roof Sheathing 1'-3" Max. 2x6 DIAGONAL BRACE SPACED 48" O.C. ATTACHED TO VERTICAL WITH (4) -16d (0.131" X 3.5") NAILS AND ATTACHED TO BLOCKING WITH (5) - 10d (0.131" X 3") NAILS. PROVIDE 2x4 BLOCKING BETWEEN THE TRUSSES SUPPORTING THE BRACE AND THE TWO TRUSSES ON EITHER SIDE AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d (0.131" X 3") NAILS EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - 10d (0.131" X 3") NAILS. End Wall Diag. Brace at 1/3 points if needed 2X 4 PURLIN FASTENED TO FOUR TRUSSES WITH TWO 16d (0.131" X 3.5") NAILS EACH. FASTEN PURLIN TO BLOCKING W/ TWO 16d (0.131" X 3.5") NAILS (MIN) CEILING SHEATHING IT IS THE RESPONSIBILITY OF THE BLDG DESIGNER OR THE PROJECT ENGINEER/ARCHTECT TO DESIGN THE CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT MAY RESULT FROM THE BRACING OF THE GABLE ENDS NAIL DIAGONAL BRACE TO PURLIN WITH TWO 16d (3.5"x0.131") NAILS ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: METHOD 1 : ATTACH A MATCHING GABLE TRUSS TO THE INSIDE FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE FOLLOWING NAILING SCHEDULE. METHOD 2 : ATTACH 2X _ SCABS TO THE FACE OF EACH VERTICAL MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME SIZE, GRADE AND SPECIES AS THE TRUSS VERTICALS NAILING SCHEDULE: - FOR WIND SPEEDS 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10, 16) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF 10d (0.131" X 3") NAILS SPACED 6" O.C. - FOR WIND SPEEDS 120-150 MPH (ASCE 7-98, 02, 05), 150-190 MPH (ASCE 7-10, 16) NAIL ALL MEMBERS WITH TWO ROWS OF 10d (0.131" X 3") NAILS SPACED 6" O.C. (2X 4 STUDS MINIMUM) STRUCTURAL GABLE TRUSS SCAB ALONG VERTICAL MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALL BRACING METHODS SHOWN ON PAGE 1 ARE VALID AND ARE TO BE FASTENED TO THE SCABS OR VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. INLAYED STUD NOTE : THIS DETAIL IS TO BE USED ONLY FOR STRUCTURAL GABLES WITH INLAYED STUDS. TRUSSES WITHOUT INLAYED STUDS ARE NOT ADDRESSED HERE. STRUCTURAL GABLE TRUSS STANDARD GABLE TRUSS AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS. THE BRACING SHOWN IN THIS DETAIL IS FOR THE VERTICAL/STUDS ONLY. HORIZONTAL BRACE (SEE SECTION A-A) Page 2 of 2MiTek USA, Inc. A MiTek Affiliate ENGINEERED BY SEPTEMBER 1, 2021 October 8,2021 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