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HomeMy WebLinkAboutTRUSS DESIGN - 22-00588 - Cedar Point Trucking - New Commercial BldgMiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Telephone 916-755-3571 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by InteFrame Components, LLC. December 29,2022 Baxter, David Pages or sheets covered by this seal: R74059022 thru R74059055 My license renewal date for the state of Idaho is May 31, 2023. Idaho COA: 853 228218 Cedar Point Trucking HQ IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 228218 Truss BOX1 Truss Type FLOOR Qty 1 Ply 2 Cedar Point Trucking HQ Job Reference (optional) R74059022 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Dec 28 14:14:44 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:0BreUHLet?22rkX27eIbEayP9_M-sGHJehV_zEmzmKOzz8kcaIvAXz3yhoFkM7fvqxy4Ph9 Scale = 1:14.0 1 2 3 6 5 47891011 3x6 3x4 3x6 4x8 1.5x4 3x4 3-0-4 3-0-4 6-0-8 3-0-4 3-0-4 3-0-4 6-0-8 3-0-4 2- 0 - 0 LOADING (psf) TCLL TCDL BCLL BCDL 80.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.18 0.11 0.27 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 -0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 82 lb FT = 15% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x10 DF SS WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=Mechanical, 4=Mechanical Max Uplift 6=-176(LC 8), 4=-20(LC 8) Max Grav 6=1661(LC 1), 4=1435(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-851/0, 1-2=-1228/124, 2-3=-1228/124, 3-4=-851/0 WEBS 1-5=-140/1379, 2-5=-684/0, 3-5=-140/1379 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: 2x10 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced floor live loads have been considered for this design. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 6=176. 6) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7) This truss has been designed for a moving concentrated load of 100.0lb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 8) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 487 lb down and 336 lb up at 0-8-4, 486 lb down and 337 lb up at 2-0-4, and 486 lb down and 337 lb up at 3-4-4, and 487 lb down and 337 lb up at 4-8-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=-190, 4-6=-10 Concentrated Loads (lb) Vert: 7=-487(F) 9=-486(F) 10=-486(F) 11=-487(F) December 29,2022 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 228218 Truss BP1 Truss Type FLOOR Qty 81 Ply 1 Cedar Point Trucking HQ Job Reference (optional) R74059023 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Dec 28 14:14:44 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:0BreUHLet?22rkX27eIbEayP9_M-sGHJehV_zEmzmKOzz8kcaIv6Zz2JhsOkM7fvqxy4Ph9 Scale = 1:13.0123 6 5 47 3x4 3x4 3x4 3x4 1-0-4 1-0-4 1-0-4 1-0-4 2- 0 - 0 LOADING (psf) TCLL TCDL BCLL BCDL 80.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-R 0.43 0.15 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 2 2 5 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 7 lb FT = 15% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)6=1-0-0, 5=1-0-0 Max Horz 6=57(LC 4) Max Uplift 6=-576(LC 6), 5=-571(LC 7) Max Grav 6=599(LC 5), 5=607(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-293/277, 2-5=-299/274 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=576, 5=571. 3) Non Standard bearing condition. Review required. 4) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5) This truss has been designed for a moving concentrated load of 100.0lb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 6) This truss has been designed for a total drag load of 350 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-0-4 for 342.9 plf. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. December 29,2022 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 228218 Truss F1 Truss Type FLOOR Qty 12 Ply 1 Cedar Point Trucking HQ Job Reference (optional) R74059024 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Dec 28 14:14:46 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:0BreUHLet?22rkX27eIbEayP9_M-oeP43NWFVr0h?dYM5Zn4fj_PGnaM9bd1pR80vqy4Ph7 Scale = 1:41.9 1 2 3 4 5 6 7 8 9 10 11 12 13 20 19 18 17 16 15 14 21 22 23 24 25 26 3x10 MT20HS FP 3x6 SP 1.5x4 4x6 1.5x4 4x6 1.5x4 3x6 FP5x8 5x8 5x10 1.5x4 5x10 1.5x4 3x4 3x4 3x6 1.5x4 3x6 1.5x4 3x4 24-8-0 24-8-0 2-5-4 2-1-0 2-1-0 0-1-8 2- 0 - 0 2- 0 - 0 Plate Offsets (X,Y)-- [1:Edge,0-0-12], [14:0-1-8,Edge], [21:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 80.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.54 0.82 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.40 -0.51 0.11 (loc) 16-18 16-18 14 l/defl >724 >575 n/a L/d 480 360 n/a PLATES MT20 MT20HS Weight: 122 lb FT = 20%F, 11%E GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 DF No.1&Btr(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)20=0-3-8, 14=0-1-12 Max Grav 20=1616(LC 1), 14=1647(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3508/0, 3-4=-3508/0, 4-5=-5140/0, 5-6=-5140/0, 6-8=-5131/0, 8-9=-5131/0, 9-10=-3475/0, 10-11=-3475/0 BOT CHORD 19-20=0/2020, 18-19=0/4541, 16-18=0/5285, 15-16=0/4520, 14-15=0/1976 WEBS 2-20=-2497/0, 11-14=-2470/0, 2-19=0/1860, 3-19=-303/0, 11-15=0/1874, 10-15=-303/0, 4-19=-1292/0, 9-15=-1306/0, 4-18=0/749, 5-18=-294/0, 9-16=0/763, 8-16=-294/0 NOTES- 1) All plates are MT20 plates unless otherwise indicated. 2) The Fabrication Tolerance at joint 17 = 11% 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 14. 4) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5) This truss has been designed for a moving concentrated load of 100.0lb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. December 29,2022 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 228218 Truss F2 Truss Type FLOOR Qty 8 Ply 1 Cedar Point Trucking HQ Job Reference (optional) R74059025 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Dec 28 14:15:03 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:0BreUHLet?22rkX27eIbEayP9_M-pwxVeBkvV39HYFLdbea3sIBJ5dNYeHxXkalQ_Ly4Pgs Scale = 1:41.7 1 2 3 4 5 6 7 8 9 10 11 12 13 20 19 18 17 16 15 14 21 22 23 24 25 3x10 MT20HS FP 3x6 SP 1.5x4 4x6 1.5x4 4x6 1.5x4 3x6 FP5x8 5x8 4x12 1.5x4 5x10 1.5x4 3x4 3x4 3x5 1.5x4 3x6 1.5x4 3x4 24-6-4 24-6-4 2-5-4 2-0-2 2-0-2 0-1-8 2- 0 - 0 2- 0 - 0 Plate Offsets (X,Y)-- [1:Edge,0-0-12], [14:0-1-8,Edge], [21:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 80.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.54 0.81 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.39 -0.50 0.11 (loc) 16-18 16-18 14 l/defl >737 >586 n/a L/d 480 360 n/a PLATES MT20 MT20HS Weight: 122 lb FT = 20%F, 11%E GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 DF No.1&Btr(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)20=0-3-8, 14=Mechanical Max Grav 20=1606(LC 1), 14=1638(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3481/0, 3-4=-3481/0, 4-5=-5087/0, 5-6=-5087/0, 6-8=-5078/0, 8-9=-5078/0, 9-10=-3449/0, 10-11=-3449/0 BOT CHORD 19-20=0/2007, 18-19=0/4502, 16-18=0/5220, 15-16=0/4481, 14-15=0/1963 WEBS 2-20=-2481/0, 11-14=-2454/0, 2-19=0/1844, 3-19=-303/0, 11-15=0/1858, 10-15=-303/0, 4-19=-1276/0, 9-15=-1290/0, 4-18=0/732, 5-18=-290/0, 9-16=0/746, 8-16=-290/0 NOTES- 1) All plates are MT20 plates unless otherwise indicated. 2) The Fabrication Tolerance at joint 17 = 11% 3) Refer to girder(s) for truss to truss connections. 4) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5) This truss has been designed for a moving concentrated load of 100.0lb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. December 29,2022 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 228218 Truss F3 Truss Type FLOOR Qty 7 Ply 1 Cedar Point Trucking HQ Job Reference (optional) R74059026 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Dec 28 14:15:14 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:0BreUHLet?22rkX27eIbEayP9_M-_15fxyspvSYjMxhkkSHeod8CG38IjGd9FnwVtCy4Pgh Scale = 1:40.7 1 2 3 4 5 6 7 8 9 10 11 12 13 21 20 19 18 17 16 15 14 22 23 24 25 26 27 28 3x10 MT20HS FP 3x6 SP 4x6 4x6 3x6 FP5x8 5x8 5x10 5x10 3x4 3x4 3x6 3x6 3x5 24-7-0 24-7-0 2-5-4 1-11-12 1-11-12 0-1-8 2- 0 - 0 2- 0 - 0 Plate Offsets (X,Y)-- [1:Edge,0-0-12], [14:0-1-8,Edge], [18:0-2-12,Edge], [22:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 80.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.54 0.79 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.40 -0.50 0.11 (loc) 17 17 14 l/defl >732 >585 n/a L/d 480 360 n/a PLATES MT20 MT20HS Weight: 124 lb FT = 20%F, 11%E GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 DF No.1&Btr(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)21=0-3-8, 14=0-1-12 Max Grav 21=1610(LC 1), 14=1642(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3493/0, 3-4=-3493/0, 4-5=-5109/0, 5-6=-5109/0, 6-8=-5100/0, 8-9=-5100/0, 9-10=-3461/0, 10-11=-3461/0 BOT CHORD 20-21=0/2012, 19-20=0/4519, 17-19=0/5249, 16-17=0/5249, 15-16=0/4498, 14-15=0/1969 WEBS 2-21=-2488/0, 11-14=-2461/0, 2-20=0/1851, 3-20=-303/0, 11-15=0/1865, 10-15=-303/0, 4-20=-1282/0, 9-15=-1296/0, 4-19=0/738, 5-19=-292/0, 9-16=0/753, 8-16=-292/0 NOTES- 1) All plates are MT20 plates unless otherwise indicated. 2) All plates are 1.5x4 MT20 unless otherwise indicated. 3) The Fabrication Tolerance at joint 18 = 11% 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 14. 5) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6) This truss has been designed for a moving concentrated load of 100.0lb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) CAUTION, Do not erect truss backwards. December 29,2022 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 228218 Truss F3G Truss Type FLOOR Qty 1 Ply 2 Cedar Point Trucking HQ Job Reference (optional) R74059027 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Dec 28 14:15:15 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:0BreUHLet?22rkX27eIbEayP9_M-SDf19ItRglga_5GwI9otLqhMWTUHSgjIURf2Pey4Pgg Scale = 1:42.0 1 2 3 4 5 6 13 12 11 10 9 8 71415161718 4x5 4x10 4x5 7x10 MT20HS6x12 2x4 2x4 3x4 7x12 3x6 2x4 6x12 4x10 5-2-5 5-2-5 10-1-2 4-10-13 14-11-15 4-10-13 19-8-0 4-8-1 24-7-8 4-11-8 5-2-5 5-2-5 10-1-2 4-10-13 14-11-15 4-10-13 19-8-0 4-8-1 24-7-8 4-11-8 2- 0 - 0 Plate Offsets (X,Y)-- [3:0-1-12,0-5-4], [7:Edge,0-3-8], [8:0-2-4,0-3-8], [12:0-5-12,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 80.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.64 0.81 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.48 -0.58 0.07 (loc) 9-11 9-11 7 l/defl >605 >500 n/a L/d 480 360 n/a PLATES MT20 MT20HS Weight: 291 lb FT = 15% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x6 DF SS BOT CHORD 2x6 DF SS WEBS 2x4 DF Stud *Except* 1-12,6-8: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)13=0-7-4, 7=0-1-12 Max Grav 13=2888(LC 1), 7=3145(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-2760/0, 1-2=-7698/0, 2-3=-7698/0, 3-4=-13063/0, 4-5=-8221/0, 5-6=-8221/0, 6-7=-3019/0 BOT CHORD 12-13=0/310, 11-12=0/12032, 9-11=0/12032, 8-9=0/13063, 7-8=0/307 WEBS 1-12=0/7725, 2-12=-946/0, 3-12=-4544/0, 3-9=0/1081, 4-9=0/798, 4-8=-5099/0, 5-8=-939/0, 6-8=0/8310 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, 2x6 - 2 rows staggered at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) All plates are MT20 plates unless otherwise indicated. 4) The Fabrication Tolerance at joint 10 = 15% 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 7. 6) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7) This truss has been designed for a moving concentrated load of 100.0lb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 8) Required 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1166 lb down at 14-11-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-6=-190, 7-13=-10 Concentrated Loads (lb) Vert: 9=-1166(F)December 29,2022 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 228218 Truss F4 Truss Type FLOOR Qty 8 Ply 1 Cedar Point Trucking HQ Job Reference (optional) R74059028 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Dec 28 14:15:17 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:0BreUHLet?22rkX27eIbEayP9_M-OcnoazuhCNwIEOPJPaqLQFmmCGE4whfbyl89UXy4Pge Scale: 3/8"=1' 1 2 3 4 5 6 7 8 9 14 13 12 11 1015161718 1.5x4 1.5x4 3x5 4x5 3x5 4x5 4x8 1.5x4 4x8 1.5x4 3x4 3x4 3x5 1.5x4 18-7-8 18-7-8 2-5-4 1-8-4 1-8-4 2- 0 - 0 2- 0 - 0 Plate Offsets (X,Y)-- [1:Edge,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 80.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.30 0.47 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.22 0.05 (loc) 12 10-11 10 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 93 lb FT = 20%F, 11%E GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 DF No.1&Btr(flat) WEBS 2x4 DF Stud(flat) 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)14=0-1-12, 10=0-2-12 Max Grav 14=1233(LC 1), 10=1233(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2438/0, 3-4=-2438/0, 4-5=-3051/0, 5-6=-3051/0, 6-7=-2438/0, 7-8=-2438/0 BOT CHORD 13-14=0/1457, 12-13=0/2956, 11-12=0/2956, 10-11=0/1457 WEBS 2-14=-1821/0, 8-10=-1821/0, 2-13=0/1226, 3-13=-312/0, 8-11=0/1226, 7-11=-312/0, 4-13=-647/0, 6-11=-647/0 NOTES- 1) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 14, 10. 2) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3) This truss has been designed for a moving concentrated load of 100.0lb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. December 29,2022 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 228218 Truss F5 Truss Type FLOOR Qty 4 Ply 1 Cedar Point Trucking HQ Job Reference (optional) R74059029 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Dec 28 14:15:18 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:0BreUHLet?22rkX27eIbEayP9_M-toLAnJvJzg29rY_VzHLayTJxzgaVf82kAPuj0zy4Pgd Scale = 1:31.4 1 2 3 4 5 6 7 8 9 10 15 14 13 12 1116171819 3x5 1.5x4 1.5x4 4x5 3x5 4x5 4x8 1.5x4 4x8 1.5x4 3x4 3x4 3x5 1.5x4 18-5-12 18-5-12 2-5-4 1-6-10 1-6-10 2- 0 - 0 2- 0 - 0 Plate Offsets (X,Y)-- [15:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 80.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.30 0.46 0.50 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.22 0.05 (loc) 13 11-12 11 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 93 lb FT = 20%F, 11%E GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 DF No.1&Btr(flat) WEBS 2x4 DF Stud(flat) 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)15=Mechanical, 11=0-2-12 Max Grav 15=1239(LC 1), 11=1215(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-2389/0, 4-5=-2389/0, 5-6=-2959/0, 6-7=-2959/0, 7-8=-2390/0, 8-9=-2390/0 BOT CHORD 14-15=0/1432, 13-14=0/2882, 12-13=0/2883, 11-12=0/1433 WEBS 3-15=-1789/0, 9-11=-1791/0, 3-14=0/1197, 4-14=-313/0, 9-12=0/1196, 8-12=-313/0, 5-14=-617/0, 7-12=-616/0 NOTES- 1) Refer to girder(s) for truss to truss connections. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 11. 3) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4) This truss has been designed for a moving concentrated load of 100.0lb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. December 29,2022 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 228218 Truss F6 Truss Type FLOOR Qty 1 Ply 1 Cedar Point Trucking HQ Job Reference (optional) R74059030 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Dec 28 14:15:19 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:0BreUHLet?22rkX27eIbEayP9_M-L?vY_fwxk_A0TiZiX?tpVgr6g4wVOb7uP3dGZQy4Pgc Scale: 3/8"=1' 1 2 3 4 5 6 7 8 9 14 13 12 11 1015161718 1.5x4 1.5x4 3x5 4x5 3x5 4x5 4x8 1.5x4 4x8 1.5x4 3x4 3x4 3x5 1.5x4 18-8-8 18-8-8 2-5-4 1-8-12 1-8-12 2- 0 - 0 2- 0 - 0 Plate Offsets (X,Y)-- [1:Edge,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 80.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.30 0.47 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.22 0.05 (loc) 12 10-11 10 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 94 lb FT = 20%F, 11%E GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 DF No.1&Btr(flat) WEBS 2x4 DF Stud(flat) 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)14=0-2-12, 10=0-2-12 Max Grav 14=1239(LC 1), 10=1239(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2453/0, 3-4=-2453/0, 4-5=-3080/0, 5-6=-3080/0, 6-7=-2453/0, 7-8=-2453/0 BOT CHORD 13-14=0/1464, 12-13=0/2978, 11-12=0/2978, 10-11=0/1464 WEBS 2-14=-1831/0, 8-10=-1831/0, 2-13=0/1235, 3-13=-312/0, 8-11=0/1235, 7-11=-312/0, 4-13=-657/0, 6-11=-657/0 NOTES- 1) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 14, 10. 2) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3) This truss has been designed for a moving concentrated load of 100.0lb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. December 29,2022 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 228218 Truss F7 Truss Type FLOOR Qty 9 Ply 1 Cedar Point Trucking HQ Job Reference (optional) R74059031 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Dec 28 14:15:20 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:0BreUHLet?22rkX27eIbEayP9_M-pBSwC?xaVIIs5s8u4iO22uO99U8j7xI1ejNp5sy4Pgb Scale = 1:41.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 24 23 22 21 20 19 18 17 162526272829 3x10 MT20HS FP 3x8 WB 4x8 4x8 3x6 FP6x12 MT20HS 5x8 6x8 5x10 3x6 3x5 3x8 3x8 3x4 3x4 12-6-0 12-6-0 25-2-4 12-8-4 2-5-4 1-8-0 0-4-0 2- 0 - 0 2- 0 - 0 Plate Offsets (X,Y)-- [8:0-1-8,Edge], [9:0-1-8,Edge], [16:0-1-9,Edge], [24:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 80.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.77 0.99 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.46 -0.58 0.13 (loc) 20 21 16 l/defl >652 >511 n/a L/d 480 360 n/a PLATES MT20 MT20HS Weight: 128 lb FT = 20%F, 11%E GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 DF No.1&Btr(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)24=0-3-8, 16=Mechanical Max Grav 24=1968(LC 1), 16=1738(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-3772/0, 4-5=-3772/0, 5-6=-5642/0, 6-8=-5642/0, 8-9=-5891/0, 9-10=-5617/0, 10-11=-5617/0, 11-12=-3716/0, 12-13=-3716/0 BOT CHORD 23-24=0/2398, 22-23=0/4927, 21-22=0/5891, 20-21=0/5891, 18-20=0/5891, 17-18=0/4878, 16-17=0/2096 WEBS 3-24=-2997/0, 13-16=-2620/0, 3-23=0/2027, 4-23=-590/0, 13-17=0/2025, 12-17=-307/0, 5-23=-1498/0, 11-17=-1452/0, 5-22=0/950, 6-22=-353/0, 11-18=0/924, 10-18=-361/0, 8-22=-777/233, 9-18=-660/351 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) The Fabrication Tolerance at joint 19 = 11% 5) Refer to girder(s) for truss to truss connections. 6) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7) Load case(s) 2, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 8) This truss has been designed for a moving concentrated load of 100.0lb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 9) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 350 lb down at 4-5-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-24=-7, 1-2=-127, 2-14=-127, 14-15=-127 Continued on page 2 December 29,2022 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 228218 Truss F7 Truss Type FLOOR Qty 9 Ply 1 Cedar Point Trucking HQ Job Reference (optional) R74059031 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Dec 28 14:15:20 2022 Page 2 Inteframe Components, LLC, Nampa, ID - 83687, ID:0BreUHLet?22rkX27eIbEayP9_M-pBSwC?xaVIIs5s8u4iO22uO99U8j7xI1ejNp5sy4Pgb LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 4=-350(F) 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-24=-7, 1-2=-127, 2-14=-127, 14-15=-127 Concentrated Loads (lb) Vert: 4=-150(F) 7) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-24=-7, 1-2=-20, 2-14=-20, 14-15=-20 Concentrated Loads (lb) Vert: 4=-150(F) 25=-100 8) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-24=-7, 1-2=-20, 2-14=-20, 14-15=-20 Concentrated Loads (lb) Vert: 4=-150(F) 26=-100 9) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-24=-7, 1-2=-20, 2-14=-20, 14-15=-20 Concentrated Loads (lb) Vert: 4=-150(F) 27=-100 10) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-24=-7, 1-2=-20, 2-14=-20, 14-15=-20 Concentrated Loads (lb) Vert: 4=-150(F) 21=-100 11) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-24=-7, 1-2=-20, 2-14=-20, 14-15=-20 Concentrated Loads (lb) Vert: 19=-100 4=-150(F) 12) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-24=-7, 1-2=-20, 2-14=-20, 14-15=-20 Concentrated Loads (lb) Vert: 4=-150(F) 28=-100 13) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-24=-7, 1-2=-20, 2-14=-20, 14-15=-20 Concentrated Loads (lb) Vert: 4=-150(F) 29=-100 14) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-24=-7, 1-2=-20, 2-14=-20, 14-15=-20 Concentrated Loads (lb) Vert: 24=-100 4=-150(F) 15) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-24=-7, 1-2=-20, 2-14=-20, 14-15=-20 Concentrated Loads (lb) Vert: 23=-100 4=-150(F) 16) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-24=-7, 1-2=-20, 2-14=-20, 14-15=-20 Concentrated Loads (lb) Vert: 4=-150(F) 22=-100 17) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-24=-7, 1-2=-20, 2-14=-20, 14-15=-20 Concentrated Loads (lb) Vert: 4=-150(F) 21=-100 18) 12th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-24=-7, 1-2=-20, 2-14=-20, 14-15=-20 Concentrated Loads (lb) Vert: 4=-150(F) 20=-100 19) 13th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-24=-7, 1-2=-20, 2-14=-20, 14-15=-20 Concentrated Loads (lb) Vert: 4=-150(F) 18=-100 20) 14th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-24=-7, 1-2=-20, 2-14=-20, 14-15=-20 Continued on page 3 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 228218 Truss F7 Truss Type FLOOR Qty 9 Ply 1 Cedar Point Trucking HQ Job Reference (optional) R74059031 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Dec 28 14:15:20 2022 Page 3 Inteframe Components, LLC, Nampa, ID - 83687, ID:0BreUHLet?22rkX27eIbEayP9_M-pBSwC?xaVIIs5s8u4iO22uO99U8j7xI1ejNp5sy4Pgb LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 4=-150(F) 17=-100 21) 15th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 16-24=-7, 1-2=-20, 2-14=-20, 14-15=-20 Concentrated Loads (lb) Vert: 16=-100 4=-150(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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 228218 Truss F7A Truss Type FLOOR Qty 5 Ply 1 Cedar Point Trucking HQ Job Reference (optional) R74059032 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Dec 28 14:15:21 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:0BreUHLet?22rkX27eIbEayP9_M-HN0JPLyCGbQji0j4eQvHa5xKbuWjsOFBsN6NdIy4Pga Scale = 1:42.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 23 22 21 20 19 18 17 16 15 24 25 26 27 28 29 30 31 3x10 MT20HS FP 3x5 SP 4x8 4x8 3x6 FP6x12 MT20HS 5x8 5x10 5x10 3x5 3x6 3x8 3x8 3x4 3x5 3x4 25-5-12 25-5-12 2-5-4 1-11-8 2-0-0 1-2-8 2-0-0 0-1-8 2- 0 - 0 2- 0 - 0 Plate Offsets (X,Y)-- [1:Edge,0-0-12], [7:0-1-8,Edge], [15:0-1-8,Edge], [20:0-1-8,Edge], [23:Edge,0-1-8], [24:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 80.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.79 0.87 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.46 -0.59 0.13 (loc) 19 19-20 15 l/defl >651 >509 n/a L/d 480 360 n/a PLATES MT20 MT20HS Weight: 132 lb FT = 20%F, 11%E GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 DF 2400F 2.0E(flat) *Except* 15-17: 2x4 DF No.1&Btr(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)23=0-3-8, 15=0-1-8 Max Grav 23=1956(LC 1), 15=1765(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4079/0, 3-4=-4079/0, 4-5=-5865/0, 5-7=-5865/0, 7-8=-6067/0, 8-9=-5758/0, 9-10=-5758/0, 10-11=-3789/0, 11-12=-3789/0 BOT CHORD 22-23=0/2480, 21-22=0/5196, 20-21=0/6067, 19-20=0/6042, 18-19=0/6042, 16-18=0/4990, 15-16=0/2133 WEBS 2-23=-3068/0, 12-15=-2667/0, 2-22=0/2181, 3-22=-610/0, 12-16=0/2070, 11-16=-303/0, 4-22=-1455/0, 10-16=-1501/0, 4-21=0/898, 5-21=-298/0, 10-18=0/960, 9-18=-301/0, 7-21=-323/67, 8-18=-378/6 NOTES- 1) All plates are MT20 plates unless otherwise indicated. 2) All plates are 1.5x4 MT20 unless otherwise indicated. 3) The Fabrication Tolerance at joint 17 = 11% 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 15. 5) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6) This truss has been designed for a moving concentrated load of 100.0lb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15-23=-7, 1-13=-127, 13-14=-127 Concentrated Loads (lb) Vert: 3=-350 December 29,2022 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 228218 Truss F7B Truss Type FLOOR Qty 4 Ply 1 Cedar Point Trucking HQ Job Reference (optional) R74059033 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Dec 28 14:15:22 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:0BreUHLet?22rkX27eIbEayP9_M-laahdhyq1vYaKAIGC7QW7JTYgHsMbt5K51sw9ky4PgZ Scale = 1:41.7 1 2 3 4 5 6 7 8 9 10 11 12 13 21 20 19 18 17 16 15 14 22 23 24 25 26 27 3x10 MT20HS FP 3x8 SP 4x8 4x8 3x6 FP5x8 5x8 5x10 5x10 3x5 3x5 3x6 3x6 3x5 25-4-0 25-4-0 2-5-4 2-4-4 2-4-4 0-1-8 2- 0 - 0 2- 0 - 0 Plate Offsets (X,Y)-- [1:Edge,0-0-12], [14:0-1-8,Edge], [21:Edge,0-1-8], [22:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 80.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.58 0.85 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.45 -0.56 0.12 (loc) 18 18 14 l/defl >672 >538 n/a L/d 480 360 n/a PLATES MT20 MT20HS Weight: 127 lb FT = 20%F, 11%E GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 DF No.1&Btr(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)21=0-3-8, 14=0-1-8 Max Grav 21=1660(LC 1), 14=1692(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3628/0, 3-4=-3628/0, 4-5=-5381/0, 5-7=-5381/0, 7-8=-5370/0, 8-9=-5370/0, 9-10=-3594/0, 10-11=-3594/0 BOT CHORD 20-21=0/2080, 19-20=0/4719, 18-19=0/5590, 16-18=0/5590, 15-16=0/4696, 14-15=0/2035 WEBS 2-21=-2573/0, 11-14=-2544/0, 2-20=0/1934, 3-20=-304/0, 11-15=0/1948, 10-15=-304/0, 4-20=-1364/0, 9-15=-1378/0, 4-19=0/828, 5-19=-313/0, 9-16=0/843, 8-16=-313/0, 7-19=-262/47, 7-16=-276/44 NOTES- 1) All plates are MT20 plates unless otherwise indicated. 2) All plates are 1.5x4 MT20 unless otherwise indicated. 3) The Fabrication Tolerance at joint 17 = 11% 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 14. 5) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6) This truss has been designed for a moving concentrated load of 100.0lb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) CAUTION, Do not erect truss backwards. December 29,2022 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 228218 Truss F8 Truss Type FLOOR Qty 3 Ply 1 Cedar Point Trucking HQ Job Reference (optional) R74059034 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Dec 28 14:15:23 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:0BreUHLet?22rkX27eIbEayP9_M-Dm83q1zSoDgRyJtTmrxlfW0mohFoKM0UKhbTiBy4PgY Scale = 1:35.9 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 121920212223 3x10 MT20HS FP 1.5x4 4x5 1.5x4 3x6 FP 4x5 4x6 4x6 4x8 1.5x4 4x8 1.5x4 3x4 3x4 3x4 3x4 1.5x4 1.5x4 20-11-8 20-11-8 2-5-4 0-8-8 2- 0 - 0 2- 0 - 0 Plate Offsets (X,Y)-- [1:Edge,0-0-12], [12:Edge,0-1-8], [15:0-1-8,Edge], [16:0-1-8,Edge], [18:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 80.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.42 0.58 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.28 0.07 (loc) 16 15 12 l/defl >999 >884 n/a L/d 480 360 n/a PLATES MT20 MT20HS Weight: 104 lb FT = 20%F, 11%E GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 DF No.1&Btr(flat) WEBS 2x4 DF Stud(flat) 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)12=0-1-12, 18=0-1-12 Max Grav 12=1389(LC 1), 18=1389(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2851/0, 3-4=-2851/0, 4-6=-3873/0, 6-7=-3873/0, 7-8=-3873/0, 8-9=-2851/0, 9-10=-2851/0 BOT CHORD 17-18=0/1665, 16-17=0/3585, 15-16=0/3873, 13-15=0/3585, 12-13=0/1665 WEBS 2-18=-2082/0, 10-12=-2082/0, 2-17=0/1482, 3-17=-300/0, 10-13=0/1482, 9-13=-300/0, 4-17=-918/0, 8-13=-918/0, 4-16=-150/667, 8-15=-150/667, 6-16=-261/65, 7-15=-261/65 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 12, 18. 4) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5) This truss has been designed for a moving concentrated load of 100.0lb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. December 29,2022 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 228218 Truss F9 Truss Type FLOOR Qty 4 Ply 1 Cedar Point Trucking HQ Job Reference (optional) R74059035 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Dec 28 14:15:24 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:0BreUHLet?22rkX27eIbEayP9_M-hyiR2N_4YWoIZTSfJYS_CkZ_r5if3xFdZLL1Edy4PgX Scale = 1:12.8123 6 5 478 1.5x4 1.5x4 3x4 3x4 3x5 1.5x4 4-4-0 4-4-0 1-11-12 2- 0 - 0 2- 0 - 0 Plate Offsets (X,Y)-- [1:Edge,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 80.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.21 0.15 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.02 0.00 (loc) 5 4-5 4 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 26 lb FT = 20%F, 11%E GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 DF No.1&Btr(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-1-12, 4=0-1-12 Max Grav 6=281(LC 1), 4=281(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-6=-261/0, 2-4=-261/0 NOTES- 1) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6, 4. 2) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3) This truss has been designed for a moving concentrated load of 100.0lb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. December 29,2022 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 228218 Truss F10 Truss Type FLOOR Qty 9 Ply 1 Cedar Point Trucking HQ Job Reference (optional) R74059036 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Dec 28 14:14:47 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:0BreUHLet?22rkX27eIbEayP9_M-HrzSHjXtG98Ydn7YfHIJCwXekA?vu57A25taRGy4Ph6 Scale: 3/8"=1' 1 2 3 4 5 6 7 8 9 10 15 14 13 12 1116171819 1.5x4 3x5 1.5x4 3x5 4x6 4x6 4x8 1.5x4 4x8 1.5x4 3x4 3x4 3x5 1.5x4 18-11-12 18-11-12 2-5-4 1-9-10 1-9-10 2- 0 - 0 2- 0 - 0 Plate Offsets (X,Y)-- [1:Edge,0-0-12], [11:0-1-9,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 80.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.31 0.48 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.22 0.05 (loc) 13 11-12 11 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 94 lb FT = 20%F, 11%E GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 DF No.1&Btr(flat) WEBS 2x4 DF Stud(flat) 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)11=Mechanical, 15=0-2-12 Max Grav 11=1272(LC 1), 15=1248(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2478/0, 3-4=-2478/0, 4-5=-3130/0, 5-6=-3130/0, 6-7=-2478/0, 7-8=-2478/0 BOT CHORD 14-15=0/1477, 13-14=0/3017, 12-13=0/3016, 11-12=0/1476 WEBS 2-15=-1847/0, 8-11=-1845/0, 2-14=0/1251, 3-14=-311/0, 8-12=0/1252, 7-12=-312/0, 4-14=-673/0, 6-12=-673/0 NOTES- 1) Refer to girder(s) for truss to truss connections. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 15. 3) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4) This truss has been designed for a moving concentrated load of 100.0lb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. December 29,2022 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 228218 Truss F11 Truss Type FLOOR Qty 4 Ply 1 Cedar Point Trucking HQ Job Reference (optional) R74059037 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Dec 28 14:14:48 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:0BreUHLet?22rkX27eIbEayP9_M-l1XqU3YV1SGPFxikC_pYl83n4aM5daAKHld7zjy4Ph5 Scale = 1:53.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 28 27 26 25 24 23 22 21 20 19 18293031323334353637 3x6 FP 3x4 3x6 FP 3x5 3x5 3x4 3x4 3x4 3x4 3x5 3x5 3x4 3x8 3x5 3x4 3x5 3x6 3x4 6-7-8 6-7-8 19-3-12 12-8-4 31-10-8 12-6-12 2-5-4 1-3-12 2-5-2 1-3-7 1-3-7 1-2-4 1-2-4 2- 0 - 0 2- 0 - 0 Plate Offsets (X,Y)-- [1:Edge,0-0-12], [2:0-1-8,Edge], [3:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 80.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.40 0.42 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.19 0.02 (loc) 19-20 18-19 18 l/defl >999 >776 n/a L/d 480 360 n/a PLATES MT20 Weight: 162 lb FT = 20%F, 11%E GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 DF No.1&Btr(flat) WEBS 2x4 DF Stud(flat) 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, Except: 10-0-0 oc bracing: 24-25,18-19. REACTIONS.All bearings 0-3-8 except (jt=length) 18=0-1-12, 28=0-2-12. (lb) - Max Grav All reactions 250 lb or less at joint(s) except 18=725(LC 5), 25=1252(LC 3), 21=2059(LC 11), 28=437(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-395/7, 3-4=-101/328, 4-5=-101/328, 5-6=-1009/1, 6-7=-1009/1, 7-8=-891/156, 8-10=-891/156, 10-11=0/1185, 11-12=0/1185, 12-13=-926/156, 13-14=-926/156, 14-15=-1073/10, 15-16=-1073/10 BOT CHORD 27-28=-7/395, 26-27=-7/395, 25-26=-7/395, 24-25=0/759, 23-24=-75/991, 21-23=-401/331, 20-21=-400/347, 19-20=-79/1030, 18-19=0/782 WEBS 4-25=-325/0, 11-21=-320/0, 2-28=-489/8, 3-25=-542/0, 5-25=-1008/0, 10-21=-1433/0, 5-24=-42/445, 6-24=-269/0, 10-23=0/895, 8-23=-268/0, 7-23=-307/0, 12-21=-1397/0, 16-18=-978/0, 12-20=0/858, 13-20=-265/0, 16-19=-55/363, 15-19=-251/0, 14-20=-278/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x4 MT20 unless otherwise indicated. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 18, 28. 4) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5) This truss has been designed for a moving concentrated load of 100.0lb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. December 29,2022 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 228218 Truss F12 Truss Type FLOOR Qty 4 Ply 1 Cedar Point Trucking HQ Job Reference (optional) R74059038 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Dec 28 14:14:49 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:0BreUHLet?22rkX27eIbEayP9_M-DD5ChPZ7omOGt5GwmiKnHLcwN_bjMyETWPMgW9y4Ph4 Scale = 1:42.4 12 3 4 5 6 7 8 9 10 11 12 13 14 21 20 19 18 17 16 152223242526 3x10 MT20HS FP 3x8 SP 4x6 1.5x4 4x6 1.5x4 3x6 FP5x8 5x8 5x10 1.5x4 5x10 1.5x4 3x4 3x4 3x6 1.5x4 3x6 1.5x4 3x4 24-11-8 24-11-8 2-5-4 2-2-12 2-2-12 2- 0 - 0 2- 0 - 0 Plate Offsets (X,Y)-- [15:0-1-8,Edge], [21:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 80.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.55 0.84 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.42 -0.53 0.11 (loc) 17-19 17-19 15 l/defl >707 >557 n/a L/d 480 360 n/a PLATES MT20 MT20HS Weight: 122 lb FT = 20%F, 11%E GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 DF No.1&Btr(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)21=Mechanical, 15=Mechanical Max Grav 21=1663(LC 1), 15=1663(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-3516/0, 4-5=-3516/0, 5-6=-5213/0, 6-7=-5213/0, 7-9=-5213/0, 9-10=-5213/0, 10-11=-3516/0, 11-12=-3516/0 BOT CHORD 20-21=0/1996, 19-20=0/4580, 17-19=0/5388, 16-17=0/4580, 15-16=0/1996 WEBS 3-21=-2495/0, 12-15=-2495/0, 3-20=0/1899, 4-20=-304/0, 12-16=0/1899, 11-16=-304/0, 5-20=-1331/0, 10-16=-1331/0, 5-19=0/791, 6-19=-302/0, 10-17=0/791, 9-17=-302/0 NOTES- 1) All plates are MT20 plates unless otherwise indicated. 2) The Fabrication Tolerance at joint 18 = 11% 3) Refer to girder(s) for truss to truss connections. 4) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5) This truss has been designed for a moving concentrated load of 100.0lb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. December 29,2022 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 228218 Truss F13 Truss Type FLOOR Qty 5 Ply 1 Cedar Point Trucking HQ Job Reference (optional) R74059039 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Dec 28 14:14:50 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:0BreUHLet?22rkX27eIbEayP9_M-hQeavlalZ4W7UFr7KPr0qZ97eO105W9dk26E2by4Ph3 Scale = 1:20.5 1 2 3 4 5 6 7 8 12 11 10 9131415 3x4 1.5x4 3x4 1.5x4 3x4 3x4 3x4 1.5x4 3x4 1.5x4 12-3-4 12-3-4 2-5-4 1-9-4 2- 0 - 0 2- 0 - 0 Plate Offsets (X,Y)-- [9:0-1-8,Edge], [10:0-1-8,Edge], [11:0-1-8,Edge], [12:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 80.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.39 0.45 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.23 0.01 (loc) 11-12 9-10 9 l/defl >999 >611 n/a L/d 480 360 n/a PLATES MT20 Weight: 59 lb FT = 20%F, 11%E GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 DF No.1&Btr(flat) WEBS 2x4 DF Stud(flat) 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)12=Mechanical, 9=Mechanical Max Grav 12=817(LC 1), 9=817(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1254/0, 4-5=-1254/0, 5-6=-1254/0 BOT CHORD 11-12=0/871, 10-11=0/1254, 9-10=0/871 WEBS 3-12=-1089/0, 6-9=-1089/0, 3-11=0/556, 4-11=-262/19, 6-10=0/556, 5-10=-262/19 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4) This truss has been designed for a moving concentrated load of 100.0lb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. December 29,2022 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 228218 Truss F14 Truss Type FLOOR Qty 5 Ply 1 Cedar Point Trucking HQ Job Reference (optional) R74059040 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Dec 28 14:14:51 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:0BreUHLet?22rkX27eIbEayP9_M-9cCz64aNKNe_6PQJu6MFMmhGEoHxqs3mzirna1y4Ph2 Scale = 1:41.4 1 2 3 4 5 6 7 8 9 10 11 12 13 20 19 18 17 16 15 14 21 22 23 24 25 3x10 MT20HS FP 3x6 SP 1.5x4 4x6 1.5x4 4x6 1.5x4 3x6 FP5x8 5x8 4x12 1.5x4 4x12 1.5x4 3x4 3x4 3x5 1.5x4 3x5 1.5x4 3x4 24-4-8 24-4-8 2-5-4 1-11-4 1-11-4 0-1-8 2- 0 - 0 2- 0 - 0 Plate Offsets (X,Y)-- [1:Edge,0-0-12], [14:0-1-9,Edge], [21:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 80.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.53 0.79 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.39 -0.48 0.11 (loc) 16-18 16-18 14 l/defl >749 >597 n/a L/d 480 360 n/a PLATES MT20 MT20HS Weight: 121 lb FT = 20%F, 11%E GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 DF No.1&Btr(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)20=0-3-8, 14=Mechanical Max Grav 20=1596(LC 1), 14=1628(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3455/0, 3-4=-3455/0, 4-5=-5034/0, 5-6=-5034/0, 6-8=-5025/0, 8-9=-5025/0, 9-10=-3423/0, 10-11=-3423/0 BOT CHORD 19-20=0/1993, 18-19=0/4463, 16-18=0/5156, 15-16=0/4443, 14-15=0/1950 WEBS 2-20=-2465/0, 11-14=-2438/0, 2-19=0/1827, 3-19=-303/0, 11-15=0/1841, 10-15=-303/0, 4-19=-1260/0, 9-15=-1274/0, 4-18=0/714, 5-18=-287/0, 9-16=0/728, 8-16=-287/0 NOTES- 1) All plates are MT20 plates unless otherwise indicated. 2) The Fabrication Tolerance at joint 17 = 11% 3) Refer to girder(s) for truss to truss connections. 4) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5) This truss has been designed for a moving concentrated load of 100.0lb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. December 29,2022 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 228218 Truss F15 Truss Type FLOOR Qty 4 Ply 1 Cedar Point Trucking HQ Job Reference (optional) R74059041 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Dec 28 14:14:53 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:0BreUHLet?22rkX27eIbEayP9_M-5?KjXmces?uiLiai?XPjSBmVUb_TIkK3Q0Kufwy4Ph0 Scale = 1:62.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 29 28 27 26 25 24 23 22 21 20 19 30 31 32 33 34 35 36 37 38 39 3x10 MT20HS FP4x6 3x4 3x6 FP 4x8 4x8 6x12 MT20HS 4x10 5x10 3x4 4x5 3x5 3x5 4x6 4x5 3x4 4x5 3x4 24-8-8 24-8-8 24-10-4 0-1-12 37-1-8 12-3-4 2-5-4 2-2-8 2-2-8 1-11-8 0-1-8 2- 0 - 0 2- 0 - 0 Plate Offsets (X,Y)-- [1:Edge,0-0-12], [19:0-1-9,Edge], [20:0-1-8,Edge], [21:0-1-8,Edge], [30:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 80.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.99 0.73 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.38 -0.46 0.10 (loc) 26 26 22 l/defl >789 >639 n/a L/d 480 360 n/a PLATES MT20 MT20HS Weight: 182 lb FT = 20%F, 11%E GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 DF No.1&Btr(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)29=0-3-8, 19=Mechanical, 22=0-3-8 Max Uplift 19=-95(LC 3) Max Grav 29=1538(LC 8), 19=729(LC 4), 22=2877(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3300/0, 3-4=-3300/0, 4-5=-4728/0, 5-6=-4728/0, 6-7=-4463/0, 7-8=-4463/0, 8-10=-2473/0, 10-11=-2473/0, 11-12=0/2145, 12-13=0/2145, 13-14=-1033/571, 14-15=-1033/571, 15-16=-1033/571 BOT CHORD 28-29=0/1914, 27-28=0/4229, 26-27=0/4782, 25-26=0/4782, 23-25=0/3682, 22-23=-81/788, 21-22=-1163/476, 20-21=-571/1033, 19-20=-178/781 WEBS 12-22=-360/0, 2-29=-2367/0, 11-22=-2718/0, 2-28=0/1732, 3-28=-304/0, 11-23=0/2212, 10-23=-318/0, 4-28=-1162/0, 8-23=-1618/0, 4-27=0/623, 5-27=-304/0, 8-25=0/1085, 7-25=-305/0, 6-25=-510/0, 13-22=-1515/0, 16-19=-977/223, 13-21=0/1189, 14-21=-566/0, 16-20=-491/314 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 95 lb uplift at joint 19. 6) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7) This truss has been designed for a moving concentrated load of 100.0lb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 8) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 9) CAUTION, Do not erect truss backwards. December 29,2022 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 228218 Truss F16 Truss Type FLOOR Qty 1 Ply 1 Cedar Point Trucking HQ Job Reference (optional) R74059042 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Dec 28 14:14:54 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:0BreUHLet?22rkX27eIbEayP9_M-ZBu5l6dGdI0Zzs9uZFwy_PJmP?NX1DjCfg4RBMy4Ph? Scale = 1:51.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 25 24 23 22 21 20 19 18 1726272829303132 3x6 FP3x4 1.5x4 3x5 1.5x4 4x8 1.5x4 3x4 4x5 4x6 5x8 4x5 5x10 3x4 3x6 FP 5x6 1.5x4 3x5 3x4 3x4 3x4 1.5x4 1.5x4 1.5x4 9-6-0 9-6-0 30-5-8 20-11-8 2-5-4 2-1-2 2-1-2 0-7-12 2- 0 - 0 2- 0 - 0 Plate Offsets (X,Y)-- [17:0-1-8,Edge], [19:0-1-8,Edge], [20:0-1-8,Edge], [25:0-1-9,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 80.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.60 0.54 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.25 0.03 (loc) 18-19 18-19 17 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 150 lb FT = 20%F, 11%E GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 DF No.1&Btr(flat) WEBS 2x4 DF Stud(flat) 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)25=Mechanical, 17=0-1-12, 23=0-5-8 Max Uplift 25=-331(LC 4) Max Grav 25=493(LC 3), 17=1188(LC 1), 23=2717(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-470/972, 4-5=-470/972, 5-6=0/2384, 6-7=0/2384, 7-8=-1114/0, 8-9=-1107/0, 9-10=-2715/0, 10-11=-2715/0, 11-12=-2715/0, 12-13=-2294/0, 13-14=-2294/0 BOT CHORD 24-25=-489/465, 23-24=-1545/161, 22-23=-494/0, 20-22=0/2114, 19-20=0/2715, 18-19=0/2748, 17-18=0/1388 WEBS 6-23=-335/0, 3-25=-582/611, 5-23=-1543/0, 3-24=-639/6, 5-24=0/964, 7-23=-2365/0, 14-17=-1735/0, 7-22=0/1857, 8-22=-323/0, 14-18=0/1132, 13-18=-292/0, 9-22=-1282/0, 12-18=-568/0, 9-20=0/890, 12-19=-383/332, 10-20=-361/24 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 17. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 331 lb uplift at joint 25. 5) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6) This truss has been designed for a moving concentrated load of 100.0lb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) CAUTION, Do not erect truss backwards. December 29,2022 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 228218 Truss F17 Truss Type FLOOR Qty 3 Ply 1 Cedar Point Trucking HQ Job Reference (optional) R74059043 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Dec 28 14:14:56 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:0BreUHLet?22rkX27eIbEayP9_M-Wa0sAoeW8wGGCAJHggyQ3qO6xp4gV7JV7_ZYFFy4Pgz Scale = 1:50.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 26 25 24 23 22 21 20 19 1827282930313233 3x6 FP3x4 3x5 3x6 FP 4x8 3x4 4x5 4x6 5x8 4x5 4x12 4x6 3x5 3x4 3x4 3x4 9-6-0 9-6-0 30-3-12 20-9-12 2-5-4 2-1-2 2-1-2 0-6-0 2- 0 - 0 2- 0 - 0 Plate Offsets (X,Y)-- [18:0-1-10,Edge], [20:0-1-8,Edge], [21:0-1-8,Edge], [26:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 80.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.60 0.50 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.23 0.03 (loc) 19-20 19-20 18 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 149 lb FT = 20%F, 11%E GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 DF No.1&Btr(flat) WEBS 2x4 DF Stud(flat) 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)26=Mechanical, 18=Mechanical, 24=0-5-8 Max Uplift 26=-330(LC 4) Max Grav 26=493(LC 3), 18=1177(LC 1), 24=2709(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-468/970, 4-5=-468/970, 5-6=0/2385, 6-7=0/2385, 7-9=-1090/0, 9-10=-1090/0, 10-11=-2666/0, 11-12=-2666/0, 12-13=-2666/0, 13-14=-2264/0, 14-15=-2264/0 BOT CHORD 25-26=-488/464, 24-25=-1543/159, 23-24=-505/0, 21-23=0/2081, 20-21=0/2666, 19-20=0/2704, 18-19=0/1373 WEBS 6-24=-334/0, 3-26=-581/611, 5-24=-1544/0, 3-25=-638/5, 5-25=0/964, 7-24=-2353/0, 15-18=-1716/0, 7-23=0/1838, 9-23=-321/0, 15-19=0/1114, 14-19=-294/0, 10-23=-1262/0, 13-19=-550/0, 10-21=0/868, 13-20=-391/323, 11-21=-350/43 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x4 MT20 unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 330 lb uplift at joint 26. 5) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6) This truss has been designed for a moving concentrated load of 100.0lb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) CAUTION, Do not erect truss backwards. December 29,2022 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 228218 Truss F18 Truss Type FLOOR Qty 6 Ply 1 Cedar Point Trucking HQ Job Reference (optional) R74059044 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Dec 28 14:14:57 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:0BreUHLet?22rkX27eIbEayP9_M-_mZEN8f8vDO7qKuTENTfc1xK3CMLEbbfLeI5nhy4Pgy Scale = 1:37.7 1 2 3 4 5 6 7 8 9 10 11 12 13 20 19 18 17 16 15 14 21 22 23 24 25 26 3x10 MT20HS FP 1.5x4 SP 4x6 4x6 3x6 FP4x8 4x8 5x8 5x8 3x4 3x4 3x5 3x5 3x4 22-9-12 22-9-12 2-5-4 1-1-14 1-1-14 0-1-8 2- 0 - 0 2- 0 - 0 Plate Offsets (X,Y)-- [1:Edge,0-0-12], [14:0-1-8,Edge], [21:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 80.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.44 0.67 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.30 -0.37 0.09 (loc) 16-18 16-18 14 l/defl >899 >724 n/a L/d 480 360 n/a PLATES MT20 MT20HS Weight: 116 lb FT = 20%F, 11%E GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 DF No.1&Btr(flat) WEBS 2x4 DF Stud(flat) 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)20=0-3-8, 14=0-2-12 Max Grav 20=1492(LC 1), 14=1524(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3174/0, 3-4=-3174/0, 4-5=-4472/0, 5-7=-4472/0, 7-8=-4466/0, 8-9=-4466/0, 9-10=-3146/0, 10-11=-3146/0 BOT CHORD 19-20=0/1851, 18-19=0/4044, 16-18=0/4494, 15-16=0/4027, 14-15=0/1812 WEBS 2-20=-2289/0, 11-14=-2265/0, 2-19=0/1654, 3-19=-301/0, 11-15=0/1668, 10-15=-302/0, 4-19=-1087/0, 9-15=-1101/0, 4-18=0/535, 5-18=-264/0, 9-16=0/549, 8-16=-264/0 NOTES- 1) All plates are MT20 plates unless otherwise indicated. 2) All plates are 1.5x4 MT20 unless otherwise indicated. 3) The Fabrication Tolerance at joint 17 = 11% 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 14. 5) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6) This truss has been designed for a moving concentrated load of 100.0lb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) CAUTION, Do not erect truss backwards. December 29,2022 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 228218 Truss F18G Truss Type FLOOR Qty 1 Ply 2 Cedar Point Trucking HQ Job Reference (optional) R74059045 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Dec 28 14:14:58 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:0BreUHLet?22rkX27eIbEayP9_M-Sy7caUgmgXX_STSfo4_u9FUPSchXz?loaI2fJ7y4Pgx Scale = 1:39.0 1 2 3 4 5 6 7 14 13 12 11 10 9 815161718 3x4 3x10 3x8 3x12 3x4 7x8 WB6x12 1.5x4 3x10 2x4 1.5x4 3x12 3x10 4x10 4-7-4 4-7-4 8-10-15 4-3-12 13-2-11 4-3-12 17-10-12 4-8-1 22-10-4 4-11-8 4-7-4 4-7-4 8-10-15 4-3-12 13-2-11 4-3-12 17-10-12 4-8-1 22-10-4 4-11-8 2- 0 - 0 Plate Offsets (X,Y)-- [6:0-3-8,0-1-8], [9:0-3-8,0-2-0], [10:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 80.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.79 0.73 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.45 -0.54 0.05 (loc) 10-12 10-12 8 l/defl >599 >498 n/a L/d 480 360 n/a PLATES MT20 Weight: 242 lb FT = 15% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x6 DF SS WEBS 2x4 DF Stud *Except* 1-13,7-9: 2x4 DF No.2 OTHERS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)14=0-3-8, 8=0-2-12 Max Grav 14=2778(LC 1), 8=2976(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-2630/0, 1-2=-6310/0, 2-3=-6310/0, 3-5=-11473/0, 5-6=-11473/0, 6-7=-7441/0, 7-8=-2860/0 BOT CHORD 12-13=0/10308, 10-12=0/10308, 9-10=0/7441 WEBS 1-13=0/6480, 2-13=-862/0, 3-13=-4272/0, 3-10=-24/1245, 5-10=-817/0, 6-10=0/4269, 6-9=-2377/0, 7-9=0/7595 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 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced floor live loads have been considered for this design. 4) The Fabrication Tolerance at joint 4 = 15%, joint 11 = 15% 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8. 6) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7) This truss has been designed for a moving concentrated load of 100.0lb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 8) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1241 lb down and 58 lb up at 13-2-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-7=-190, 8-14=-10 Continued on page 2 December 29,2022 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 228218 Truss F18G Truss Type FLOOR Qty 1 Ply 2 Cedar Point Trucking HQ Job Reference (optional) R74059045 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Dec 28 14:14:58 2022 Page 2 Inteframe Components, LLC, Nampa, ID - 83687, ID:0BreUHLet?22rkX27eIbEayP9_M-Sy7caUgmgXX_STSfo4_u9FUPSchXz?loaI2fJ7y4Pgx LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 10=-1241(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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 228218 Truss F19 Truss Type FLOOR Qty 7 Ply 1 Cedar Point Trucking HQ Job Reference (optional) R74059046 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Dec 28 14:14:59 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:0BreUHLet?22rkX27eIbEayP9_M-w8h_oqgORrfr3d1sMoW7hS0aU0?niWQxpynCray4Pgw Scale = 1:37.9 1 2 3 4 5 6 7 8 9 10 11 12 13 20 19 18 17 16 15 142122232425 3x10 MT20HS FP4x6 1.5x4 4x6 1.5x4 3x6 FP4x8 4x8 5x8 1.5x4 5x8 1.5x4 3x5 3x5 3x4 1.5x4 3x4 1.5x4 22-4-8 22-4-8 2-5-4 1-10-8 2- 0 - 0 2- 0 - 0 Plate Offsets (X,Y)-- [14:0-1-8,Edge], [17:0-1-8,Edge], [18:0-1-8,Edge], [20:0-1-9,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 80.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.83 0.86 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.40 -0.48 0.08 (loc) 18-19 18-19 14 l/defl >657 >553 n/a L/d 480 360 n/a PLATES MT20 MT20HS Weight: 107 lb FT = 20%F, 11%E GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 DF No.1&Btr(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)20=Mechanical, 14=0-1-12 Max Grav 20=1490(LC 1), 14=1490(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-3057/0, 4-5=-3057/0, 5-7=-4290/0, 7-8=-4290/0, 8-9=-4290/0, 9-10=-3057/0, 10-11=-3057/0 BOT CHORD 19-20=0/1767, 18-19=0/3893, 17-18=0/4290, 15-17=0/3893, 14-15=0/1767 WEBS 3-20=-2209/0, 11-14=-2209/0, 3-19=0/1612, 4-19=-302/0, 11-15=0/1612, 10-15=-302/0, 5-19=-1045/0, 9-15=-1045/0, 5-18=-79/878, 7-18=-384/20, 9-17=-79/878, 8-17=-384/20 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 14. 5) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6) This truss has been designed for a moving concentrated load of 100.0lb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. December 29,2022 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 228218 Truss F19G Truss Type FLAT GIRDER Qty 1 Ply 3 Cedar Point Trucking HQ Job Reference (optional) R74059047 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Dec 28 14:15:01 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:0BreUHLet?22rkX27eIbEayP9_M-sXplDVifzSvZJxBETDYbmt6wKqmbAKlEGGGJwSy4Pgu Scale = 1:38.9 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 17 18 19 20 4x5 6x18 4x6 3x4 6x8 6x8 4x12 2x4 3x8 2x4 2x4 5x8 2x4 5x8 4x6 4-7-6 4-7-6 9-0-15 4-5-10 13-6-9 4-5-10 18-0-2 4-5-10 22-7-8 4-7-6 4-7-6 4-7-6 9-0-15 4-5-10 13-6-9 4-5-10 18-0-2 4-5-10 22-7-8 4-7-6 2- 0 - 0 0- 1 0 - 0 Plate Offsets (X,Y)-- [1:Edge,0-4-0], [8:Edge,0-4-0], [13:0-5-12,0-2-0] 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-SH 0.75 0.52 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.23 -0.39 0.04 0.29 (loc) 10-12 10-12 8 10-12 l/defl >999 >692 n/a >922 L/d 600 240 n/a 240 PLATES MT20 Weight: 403 lb FT = 15% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF SS BOT CHORD 2x6 DF SS WEBS 2x4 DF Stud OTHERS 2x6 DF SS 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)8=0-5-8, 16=Mechanical Max Horz 16=41(LC 9) Max Uplift 8=-409(LC 7), 16=-391(LC 10) Max Grav 8=4298(LC 1), 16=4102(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 14-15=-122/285, 1-15=-122/285, 1-2=-9933/5591, 2-3=-9933/5591, 3-5=-14736/8290, 5-6=-14736/8290, 6-7=-424/264, 7-8=-834/511 BOT CHORD 13-14=-1073/1970, 12-13=-8267/14782, 10-12=-8267/14782, 9-10=-5506/9857, 8-9=-5506/9857 WEBS 1-13=-4783/8532, 2-13=-1543/969, 3-13=-5129/2887, 5-10=-1574/983, 6-10=-2889/5162, 6-8=-9979/5602, 1-16=-4895/2754 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(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 4) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 409 lb uplift at joint 8 and 391 lb uplift at joint 16. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) Load case(s) 17, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 35 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. Continued on page 2 December 29,2022 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 228218 Truss F19G Truss Type FLAT GIRDER Qty 1 Ply 3 Cedar Point Trucking HQ Job Reference (optional) R74059047 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Dec 28 14:15:01 2022 Page 2 Inteframe Components, LLC, Nampa, ID - 83687, ID:0BreUHLet?22rkX27eIbEayP9_M-sXplDVifzSvZJxBETDYbmt6wKqmbAKlEGGGJwSy4Pgu NOTES- 12) This truss has been designed for a moving concentrated load of 100.0lb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-364(F=-300), 8-14=-20 17) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-7=-135(F=-121), 8-14=-20 23) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-98(F=-73), 8-14=-12 Horz: 14-15=16, 7-8=-16 24) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-65(F=-73), 8-14=-12 Horz: 14-15=-16, 7-8=16 25) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-135(F=-121), 8-14=-20 Concentrated Loads (lb) Vert: 17=-100 26) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-135(F=-121), 8-14=-20 Concentrated Loads (lb) Vert: 18=-100 27) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-135(F=-121), 8-14=-20 Concentrated Loads (lb) Vert: 11=-100 28) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-135(F=-121), 8-14=-20 Concentrated Loads (lb) Vert: 19=-100 29) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-135(F=-121), 8-14=-20 Concentrated Loads (lb) Vert: 20=-100 30) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-135(F=-121), 8-14=-20 Concentrated Loads (lb) Vert: 14=-100 31) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-135(F=-121), 8-14=-20 Concentrated Loads (lb) Vert: 13=-100 32) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-135(F=-121), 8-14=-20 Concentrated Loads (lb) Vert: 12=-100 33) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-135(F=-121), 8-14=-20 Concentrated Loads (lb) Vert: 10=-100 34) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-135(F=-121), 8-14=-20 Concentrated Loads (lb) Vert: 9=-100 35) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-135(F=-121), 8-14=-20 Concentrated Loads (lb) Vert: 8=-100 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 228218 Truss F20 Truss Type FLOOR Qty 9 Ply 1 Cedar Point Trucking HQ Job Reference (optional) R74059048 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Dec 28 14:15:04 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:0BreUHLet?22rkX27eIbEayP9_M-H6VtrXkXGNH8APwp8L5IOWkXy1nfNnWhyEVzXny4Pgr Scale = 1:35.3 1 2 3 4 5 6 7 8 9 10 11 12 13 20 19 18 17 16 15 1421222324 3x10 MT20HS FP4x5 1.5x4 4x5 1.5x4 3x6 FP4x6 4x6 4x8 1.5x4 4x8 1.5x4 3x4 3x4 3x4 3x4 1.5x4 1.5x4 20-9-12 20-9-12 2-5-4 0-3-12 2- 0 - 0 2- 0 - 0 Plate Offsets (X,Y)-- [14:0-1-8,Edge], [17:0-1-8,Edge], [18:0-1-8,Edge], [20:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 80.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.34 0.56 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.21 -0.26 0.07 (loc) 18 18 14 l/defl >999 >928 n/a L/d 480 360 n/a PLATES MT20 MT20HS Weight: 103 lb FT = 20%F, 11%E GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 DF No.1&Btr(flat) WEBS 2x4 DF Stud(flat) 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)20=0-2-12, 14=Mechanical Max Grav 20=1386(LC 1), 14=1386(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-2779/0, 4-5=-2779/0, 5-7=-3736/0, 7-8=-3736/0, 8-9=-3736/0, 9-10=-2779/0, 10-11=-2779/0 BOT CHORD 19-20=0/1628, 18-19=0/3478, 17-18=0/3736, 15-17=0/3478, 14-15=0/1628 WEBS 3-20=-2036/0, 11-14=-2036/0, 3-19=0/1439, 4-19=-302/0, 11-15=0/1439, 10-15=-302/0, 5-19=-873/0, 9-15=-873/0, 5-18=-165/600, 9-17=-165/600 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 20. 5) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6) This truss has been designed for a moving concentrated load of 100.0lb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. December 29,2022 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 228218 Truss F21 Truss Type FLOOR Qty 10 Ply 1 Cedar Point Trucking HQ Job Reference (optional) R74059049 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Dec 28 14:15:05 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:0BreUHLet?22rkX27eIbEayP9_M-lI2F2tl91hP?nYV?i3cXxjGf2R2Y6BxqBuEW3Dy4Pgq Scale = 1:41.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 24 23 22 21 20 19 18 17 16252627282930 3x10 MT20HS FP 3x8 SP 4x8 4x8 3x6 FP5x8 5x8 5x10 5x10 3x5 3x5 3x6 3x6 3x4 3x4 25-4-0 25-4-0 2-5-4 2-0-0 0-7-0 2-0-0 2- 0 - 0 2- 0 - 0 Plate Offsets (X,Y)-- [8:0-1-8,Edge], [9:0-1-8,Edge], [16:Edge,0-1-8], [24:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 80.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.57 0.84 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.44 -0.55 0.12 (loc) 21 21 16 l/defl >678 >542 n/a L/d 480 360 n/a PLATES MT20 MT20HS Weight: 127 lb FT = 20%F, 11%E GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 DF No.1&Btr(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)24=0-1-12, 16=0-1-12 Max Grav 24=1688(LC 1), 16=1688(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-3582/0, 4-5=-3582/0, 5-6=-5345/0, 6-8=-5345/0, 8-9=-5538/0, 9-10=-5345/0, 10-11=-5345/0, 11-12=-3582/0, 12-13=-3582/0 BOT CHORD 23-24=0/2030, 22-23=0/4680, 21-22=0/5538, 20-21=0/5538, 18-20=0/5538, 17-18=0/4680, 16-17=0/2030 WEBS 3-24=-2537/0, 13-16=-2537/0, 3-23=0/1941, 4-23=-306/0, 13-17=0/1941, 12-17=-306/0, 5-23=-1372/0, 11-17=-1372/0, 5-22=0/832, 6-22=-347/0, 11-18=0/832, 10-18=-347/0, 8-22=-684/322, 9-18=-684/322 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) The Fabrication Tolerance at joint 19 = 11% 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 24, 16. 6) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7) This truss has been designed for a moving concentrated load of 100.0lb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 8) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. December 29,2022 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 228218 Truss F21A Truss Type FLOOR Qty 2 Ply 1 Cedar Point Trucking HQ Job Reference (optional) R74059050 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Dec 28 14:15:07 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:0BreUHLet?22rkX27eIbEayP9_M-hhA0TZnQZIfj1sfOqTf?08M_KEkla5I7eCjd76y4Pgo Scale = 1:42.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 23 22 21 20 19 18 17 16 15 24 25 26 27 28 29 30 3x10 MT20HS FP 3x8 SP 4x8 4x8 3x6 FP5x8 5x8 5x10 5x10 3x5 3x5 3x6 3x6 3x4 3x4 25-5-12 25-5-12 2-5-4 2-0-0 0-8-12 2-0-0 0-1-8 2- 0 - 0 2- 0 - 0 Plate Offsets (X,Y)-- [1:Edge,0-0-12], [7:0-1-8,Edge], [8:0-1-8,Edge], [15:0-1-9,Edge], [23:Edge,0-1-8], [24:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 80.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.58 0.85 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.46 -0.57 0.12 (loc) 20 20 15 l/defl >662 >530 n/a L/d 480 360 n/a PLATES MT20 MT20HS Weight: 129 lb FT = 20%F, 11%E GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 DF No.1&Btr(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)23=0-3-8, 15=0-3-8 Max Grav 23=1670(LC 1), 15=1702(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3654/0, 3-4=-3654/0, 4-5=-5431/0, 5-7=-5431/0, 7-8=-5629/0, 8-9=-5420/0, 9-10=-5420/0, 10-11=-3620/0, 11-12=-3620/0 BOT CHORD 22-23=0/2094, 21-22=0/4758, 20-21=0/5629, 19-20=0/5629, 17-19=0/5629, 16-17=0/4736, 15-16=0/2048 WEBS 2-23=-2589/0, 12-15=-2560/0, 2-22=0/1950, 3-22=-306/0, 12-16=0/1964, 11-16=-306/0, 4-22=-1381/0, 10-16=-1395/0, 4-21=0/841, 5-21=-355/5, 10-17=0/855, 9-17=-354/6, 7-21=-712/329, 8-17=-721/320 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) The Fabrication Tolerance at joint 18 = 11% 5) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6) This truss has been designed for a moving concentrated load of 100.0lb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) CAUTION, Do not erect truss backwards. December 29,2022 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 228218 Truss F22 Truss Type FLOOR Qty 2 Ply 1 Cedar Point Trucking HQ Job Reference (optional) R74059051 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Dec 28 14:15:08 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:0BreUHLet?22rkX27eIbEayP9_M-9tkOhun2KcnZe0DaNBAEZMuAne5dJY8GtsTBgYy4Pgn Scale = 1:41.8 1 2 3 4 5 6 7 8 9 10 11 12 13 20 19 18 17 16 15 14 21 22 23 24 25 3x10 MT20HS FP 3x6 SP 1.5x4 4x6 1.5x4 4x6 1.5x4 3x6 FP5x8 5x8 5x10 1.5x4 5x10 1.5x4 3x4 3x4 3x6 1.5x4 3x6 1.5x4 3x4 24-7-0 24-7-0 2-5-4 2-0-8 2-0-8 0-1-8 2- 0 - 0 2- 0 - 0 Plate Offsets (X,Y)-- [1:Edge,0-0-12], [14:0-1-11,Edge], [21:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 80.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.54 0.81 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.40 -0.50 0.11 (loc) 16-18 16-18 14 l/defl >731 >581 n/a L/d 480 360 n/a PLATES MT20 MT20HS Weight: 122 lb FT = 20%F, 11%E GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 DF No.1&Btr(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)20=0-3-8, 14=0-1-8 Max Grav 20=1610(LC 1), 14=1642(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3493/0, 3-4=-3493/0, 4-5=-5110/0, 5-7=-5110/0, 7-8=-5100/0, 8-9=-5100/0, 9-10=-3460/0, 10-11=-3460/0 BOT CHORD 19-20=0/2012, 18-19=0/4519, 16-18=0/5248, 15-16=0/4498, 14-15=0/1969 WEBS 2-20=-2488/0, 11-14=-2461/0, 2-19=0/1851, 3-19=-303/0, 11-15=0/1864, 10-15=-303/0, 4-19=-1283/0, 9-15=-1297/0, 4-18=0/739, 5-18=-292/0, 9-16=0/753, 8-16=-292/0 NOTES- 1) All plates are MT20 plates unless otherwise indicated. 2) The Fabrication Tolerance at joint 17 = 11% 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 14. 4) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5) This truss has been designed for a moving concentrated load of 100.0lb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. December 29,2022 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 228218 Truss F23 Truss Type FLOOR Qty 18 Ply 1 Cedar Point Trucking HQ Job Reference (optional) R74059052 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Dec 28 14:15:09 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:0BreUHLet?22rkX27eIbEayP9_M-d4ImuEog5vvQGAonxuhT5ZRM52Sn20qQ6WCkC?y4Pgm Scale = 1:40.6 1 2 3 4 5 6 7 8 9 10 11 12 19 18 17 16 15 14 13 20 21 22 23 24 3x10 MT20HS FP 3x5 SP 1.5x4 4x6 1.5x4 4x6 1.5x4 4x8 5x8 4x10 1.5x4 4x10 1.5x4 3x4 3x4 3x5 1.5x4 3x5 1.5x4 3x4 3x6 FP 23-10-12 23-10-12 2-5-4 1-8-6 1-8-6 0-1-8 2- 0 - 0 2- 0 - 0 Plate Offsets (X,Y)-- [1:Edge,0-0-12], [6:0-1-12,Edge], [13:0-1-8,Edge], [20:0-1-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 80.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.50 0.75 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.36 -0.45 0.10 (loc) 15-17 15-17 13 l/defl >791 >634 n/a L/d 480 360 n/a PLATES MT20 MT20HS Weight: 120 lb FT = 20%F, 11%E GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 DF No.1&Btr(flat) WEBS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)19=0-3-8, 13=0-1-8 Max Grav 19=1564(LC 1), 13=1596(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3369/0, 3-4=-3369/0, 4-5=-4861/0, 5-6=-4861/0, 6-7=-4853/0, 7-8=-4853/0, 8-9=-3338/0, 9-10=-3338/0 BOT CHORD 18-19=0/1950, 17-18=0/4335, 15-17=0/4947, 14-15=0/4315, 13-14=0/1908 WEBS 2-19=-2411/0, 10-13=-2385/0, 2-18=0/1774, 3-18=-302/0, 10-14=0/1788, 9-14=-302/0, 4-18=-1207/0, 8-14=-1221/0, 4-17=0/658, 5-17=-277/0, 8-15=0/672, 7-15=-277/0 NOTES- 1) All plates are MT20 plates unless otherwise indicated. 2) The Fabrication Tolerance at joint 16 = 11% 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 13. 4) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5) This truss has been designed for a moving concentrated load of 100.0lb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. December 29,2022 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 228218 Truss F24G Truss Type FLOOR Qty 1 Ply 2 Cedar Point Trucking HQ Job Reference (optional) R74059053 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Dec 28 14:15:10 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:0BreUHLet?22rkX27eIbEayP9_M-6Gs86apIrD1HuKNzVcCien_VESngnQZZLAyHkRy4Pgl Scale = 1:41.0 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 91718192021 4x5 4x10 5x6 4x10 4x5 7x10 MT20HS6x10 2x4 4x8 2x4 3x8 2x4 2x4 4x8 2x4 6x10 4-1-3 4-1-3 8-0-9 3-11-7 12-0-0 3-11-7 15-11-7 3-11-7 19-10-13 3-11-7 24-0-0 4-1-3 4-1-3 4-1-3 8-0-9 3-11-7 12-0-0 3-11-7 15-11-7 3-11-7 19-10-13 3-11-7 24-0-0 4-1-3 2- 0 - 0 Plate Offsets (X,Y)-- [9:Edge,0-3-8], [10:0-2-0,0-3-0], [15:0-4-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 80.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.61 0.71 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.28 -0.52 0.07 (loc) 12 12 9 l/defl >999 >548 n/a L/d 480 360 n/a PLATES MT20 MT20HS Weight: 287 lb FT = 15% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x6 DF SS BOT CHORD 2x6 DF SS WEBS 2x4 DF Stud *Except* 1-15,3-15,3-12,6-12,6-10,8-10: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)16=0-1-14, 9=0-2-0 Max Grav 16=3544(LC 1), 9=3544(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-3395/0, 1-2=-7442/0, 2-3=-7442/0, 3-4=-13358/0, 4-6=-13358/0, 6-7=-7442/0, 7-8=-7442/0, 8-9=-3395/0 BOT CHORD 15-16=0/281, 14-15=0/11917, 12-14=0/11917, 11-12=0/11917, 10-11=0/11917, 9-10=0/281 WEBS 1-15=0/7692, 2-15=-1139/0, 3-15=-4803/0, 3-12=0/1547, 4-12=-1113/0, 6-12=0/1547, 6-10=-4803/0, 7-10=-1139/0, 8-10=0/7692 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, 2x6 - 2 rows staggered at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced floor live loads have been considered for this design. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 5 = 15%, joint 13 = 15% 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 9. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 9) This truss has been designed for a moving concentrated load of 100.0lb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 10) This truss has been designed for a total drag load of 350 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 24-0-0 for 14.6 plf. 11) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Continued on page 2 December 29,2022 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 228218 Truss F24G Truss Type FLOOR Qty 1 Ply 2 Cedar Point Trucking HQ Job Reference (optional) R74059053 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Dec 28 14:15:10 2022 Page 2 Inteframe Components, LLC, Nampa, ID - 83687, ID:0BreUHLet?22rkX27eIbEayP9_M-6Gs86apIrD1HuKNzVcCien_VESngnQZZLAyHkRy4Pgl LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-8=-289, 9-16=-10 2) Dead + Floor Live (balanced) + Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-8=-249, 9-16=-10 Drag: 1-8=11, 9-16=-11 3) Dead + Floor Live (balanced) + Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-8=-249, 9-16=-10 Drag: 1-8=-11, 9-16=11 4) Dead-Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-8=-129, 9-16=-10 Drag: 1-8=15, 9-16=-15 5) Dead-Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-8=-129, 9-16=-10 Drag: 1-8=-15, 9-16=15 6) 0.6 Dead-Drag LC#1 Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-8=-77, 9-16=-10 Drag: 1-8=15, 9-16=-15 7) 0.6 Dead-Drag LC#1 Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-8=-77, 9-16=-10 Drag: 1-8=-15, 9-16=15 8) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-129, 9-16=-10 Concentrated Loads (lb) Vert: 17=-100 9) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-129, 9-16=-10 Concentrated Loads (lb) Vert: 18=-100 10) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-129, 9-16=-10 Concentrated Loads (lb) Vert: 13=-100 11) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-129, 9-16=-10 Concentrated Loads (lb) Vert: 19=-100 12) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-129, 9-16=-10 Concentrated Loads (lb) Vert: 20=-100 13) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-129, 9-16=-10 Concentrated Loads (lb) Vert: 21=-100 14) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-129, 9-16=-10 Concentrated Loads (lb) Vert: 16=-100 15) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-129, 9-16=-10 Concentrated Loads (lb) Vert: 15=-100 16) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-129, 9-16=-10 Concentrated Loads (lb) Vert: 14=-100 17) 10th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-129, 9-16=-10 Continued on page 3 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 228218 Truss F24G Truss Type FLOOR Qty 1 Ply 2 Cedar Point Trucking HQ Job Reference (optional) R74059053 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Dec 28 14:15:11 2022 Page 3 Inteframe Components, LLC, Nampa, ID - 83687, ID:0BreUHLet?22rkX27eIbEayP9_M-aSQXJwqwcX98VTy93JjxA_Wgzs7vWtpjZqhrGty4Pgk LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 12=-100 18) 11th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-129, 9-16=-10 Concentrated Loads (lb) Vert: 11=-100 19) 12th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-129, 9-16=-10 Concentrated Loads (lb) Vert: 10=-100 20) 13th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-129, 9-16=-10 Concentrated Loads (lb) Vert: 9=-100 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 228218 Truss F25G Truss Type FLOOR Qty 1 Ply 3 Cedar Point Trucking HQ Job Reference (optional) R74059054 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Dec 28 14:15:12 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:0BreUHLet?22rkX27eIbEayP9_M-2fzvWGrYNqH?7dXLc1FAjC3qCFSiFJOsoUROpJy4Pgj Scale = 1:41.0 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 91718192021 4x5 4x10 5x6 4x5 6x12 MT20HS6x12 2x4 5x8 2x4 3x10 2x4 2x4 5x8 2x4 6x12 4x10 4-1-7 4-1-7 8-1-1 3-11-11 12-0-12 3-11-11 16-0-7 3-11-11 20-0-1 3-11-11 24-1-8 4-1-7 4-1-7 4-1-7 8-1-1 3-11-11 12-0-12 3-11-11 16-0-7 3-11-11 20-0-1 3-11-11 24-1-8 4-1-7 2- 0 - 0 Plate Offsets (X,Y)-- [9:Edge,0-2-0], [10:0-2-8,0-3-8], [15:0-6-0,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 80.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.70 0.80 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.47 -0.59 0.08 (loc) 13 13 9 l/defl >605 >484 n/a L/d 480 360 n/a PLATES MT20 MT20HS Weight: 432 lb FT = 15% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x6 DF SS BOT CHORD 2x6 DF SS WEBS 2x4 DF Stud *Except* 1-15,3-15,3-13,6-13,6-10,8-10: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)16=0-3-8, 9=0-5-8 Max Grav 16=5958(LC 1), 9=5958(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-5718/0, 1-2=-12578/0, 2-3=-12578/0, 3-5=-22575/0, 5-6=-22575/0, 6-7=-12578/0, 7-8=-12578/0, 8-9=-5718/0 BOT CHORD 15-16=0/468, 14-15=0/20139, 13-14=0/20139, 11-13=0/20139, 10-11=0/20139, 9-10=0/468 WEBS 1-15=0/12990, 2-15=-1945/0, 3-15=-8111/0, 3-13=0/2613, 5-13=-1898/0, 6-13=0/2613, 6-10=-8111/0, 7-10=-1945/0, 8-10=0/12990 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) All plates are MT20 plates unless otherwise indicated. 4) The Fabrication Tolerance at joint 4 = 15%, joint 12 = 15% 5) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6) This truss has been designed for a moving concentrated load of 100.0lb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-8=-490(F=-300), 9-16=-10 December 29,2022 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 228218 Truss F26E Truss Type GABLE Qty 2 Ply 1 Cedar Point Trucking HQ Job Reference (optional) R74059055 8.530 s Aug 11 2022 MiTek Industries, Inc. Wed Dec 28 14:15:13 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:0BreUHLet?22rkX27eIbEayP9_M-WrXHkcrB88Psln6YAkmPGPb8UfzL__e?17AyLmy4Pgi Scale = 1:12.81234 8 7 6 591011 1-4-0 1-4-0 2-8-0 1-4-0 3-11-8 1-3-8 2- 0 - 0 2- 0 - 0 Plate Offsets (X,Y)-- [1:Edge,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 80.0 15.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-R 0.09 0.07 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 20 lb FT = 20%F, 11%E GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr(flat) BOT CHORD 2x4 DF No.1&Btr(flat) WEBS 2x4 DF Stud(flat) OTHERS 2x4 DF Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 3-11-8. (lb) - Max Grav All reactions 250 lb or less at joint(s) 8, 5 except 7=276(LC 1), 6=269(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-7=-265/0, 3-6=-258/0 NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6) This truss has been designed for a moving concentrated load of 100.0lb dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. December 29,2022 PR O D U C T C O D E A P P R O V A L S LA T E R A L B R A C I N G L O C A T I O N In d i c a t e s l o c a t i o n w h e r e b e a r i n g s (s u p p o r t s ) o c c u r . I c o n s v a r y b u t re a c t i o n s e c t i o n i n d i c a t e s j o i n t nu m b e r w h e r e b e a r i n g s o c c u r . Mi n s i z e s h o w n i s f o r c r u s h i n g o n l y . In d i c a t e d b y s y m b o l s h o w n a n d / o r by t e x t i n t h e b r a c i n g s e c t i o n o f t h e ou t p u t . U s e T o r I b r a c i n g if i n d i c a t e d . Th e f i r s t d i m e n s i o n i s t h e p l a t e wi d t h m e a s u r e d p e r p e n d i c u l a r to s l o t s . S e c o n d d i m e n s i o n i s th e l e n g t h p a r a l l e l t o s l o t s . Ce n t e r p l a t e o n j o i n t u n l e s s x , y of f s e t s a r e i n d i c a t e d . Di m e n s i o n s a r e i n f t - i n - s i x t e e n t h s . Ap p l y p l a t e s t o b o t h s i d e s o f t r u s s an d f u l l y e m b e d t e e t h . 1. A d d i t i o n a l s t a b i l i t y b r a c i n g f o r t r u s s s y s t e m , e . g . d i a g o n a l o r X - b r a c i n g , i s a l w a y s r e q u i r e d . S e e B C S I . 2. T r u s s b r a c i n g m u s t b e d e s i g n e d b y a n e n g i n e e r . F o r w i d e t r u s s s p a c i n g , i n d i v i d u a l l a t e r a l b r a c e s t h e m s e l v e s m a y r e q u i r e b r a c i n g , o r a l t e r n a t i v e T o r I b r a c i n g s h o u l d b e c o n s i d e r e d . 3. N e v e r e x c e e d t h e d e s i g n l o a d i n g s h o w n a n d n e v e r s t a c k m a t e r i a l s o n i n a d e q u a t e l y b r a c e d t r u s s e s . 4. P r o v i d e c o p i e s o f t h i s t r u s s d e s i g n t o t h e b u i l d i n g d e s i g n e r , e r e c t i o n s u p e r v i s o r , p r o p e r t y o w n e r a n d a l l o t h e r i n t e r e s t e d p a r t i e s . 5. C u t m e m b e r s t o b e a r t i g h t l y a g a i n s t e a c h o t h e r . 6. P l a c e p l a t e s o n e a c h f a c e o f t r u s s a t e a c h j o i n t a n d e m b e d f u l l y . K n o t s a n d w a n e a t j o i n t l o c a t i o n s a r e r e g u l a t e d b y A N S I / T P I 1 . 7. D e s i g n a s s u m e s t r u s s e s w i l l b e s u i t a b l y p r o t e c t e d f r o m t h e e n v i r o n m e n t i n a c c o r d w i t h A N S I / T P I 1 . 8. U n l e s s o t h e r w i s e n o t e d , m o i s t u r e c o n t e n t o f l u m b e r s h a l l n o t e x c e e d 1 9 % a t t i m e o f f a b r i c a t i o n . 9. U n l e s s e x p r e s s l y n o t e d , t h i s d e s i g n i s n o t a p p l i c a b l e f o r u s e w i t h f i r e r e t a r d a n t , p r e s e r v a t i v e t r e a t e d , o r g r e e n l u m b e r . 10 . C a m b e r i s a n o n - s t r u c t u r a l c o n s i d e r a t i o n a n d i s t h e r e s p o n s i b i l i t y o f t r u s s f a b r i c a t o r . G e n e r a l p r a c t i c e i s t o c a m b e r f o r d e a d l o a d d e f l e c t i o n . 11 . P l a t e t y p e , s i z e , o r i e n t a t i o n a n d l o c a t i o n d i m e n s i o n s i n d i c a t e d a r e m i n i m u m p l a t i n g r e q u i r e m e n t s . 12 . L u m b e r u s e d s h a l l b e o f t h e s p e c i e s a n d s i z e , a n d i n a l l r e s p e c t s , e q u a l t o o r b e t t e r t h a n t h a t s p e c i f i e d . 13 . T o p c h o r d s m u s t b e s h e a t h e d o r p u r l i n s p r o v i d e d a t s p a c i n g i n d i c a t e d o n d e s i g n . 14 . B o t t o m c h o r d s r e q u i r e l a t e r a l b r a c i n g a t 1 0 f t . s p a c i n g , o r l e s s , i f n o c e i l i n g i s i n s t a l l e d , u n l e s s o t h e r w i s e n o t e d . 15 . C o n n e c t i o n s n o t s h o w n a r e t h e r e s p o n s i b i l i t y o f o t h e r s . 16 . D o n o t c u t o r a l t e r t r u s s m e m b e r o r p l a t e w i t h o u t p r i o r a p p r o v a l o f a n e n g i n e e r . 17 . I n s t a l l a n d l o a d v e r t i c a l l y u n l e s s i n d i c a t e d o t h e r w i s e . 18 . U s e o f g r e e n o r t r e a t e d l u m b e r m a y p o s e u n a c c e p t a b l e e n v i r o n m e n t a l , h e a l t h o r p e r f o r m a n c e r i s k s . C o n s u l t w i t h p r o j e c t e n g i n e e r b e f o r e u s e . 19 . R e v i e w a l l p o r t i o n s o f t h i s d e s i g n ( f r o n t , b a c k , w o r d s a n d p i c t u r e s ) b e f o r e u s e . R e v i e w i n g p i c t u r e s a l o n e i s n o t s u f f i c i e n t . 20 . D e s i g n a s s u m e s m a n u f a c t u r e i n a c c o r d a n c e w i t h A N S I / T P I 1 Q u a l i t y C r i t e r i a . 21 . T h e d e s i g n d o e s n o t t a k e i n t o a c c o u n t a n y d y n a m i c or o t h e r l o a d s o t h e r t h a n t h o s e e x p r e s s l y s t a t e d . Fa i l u r e t o F o l l o w C o u l d C a u s e P r o p e r t y Da m a g e o r P e r s o n a l I n j u r y ( D r a w i n g s n o t t o s c a l e ) © 2 0 1 2 M i T e k ® A l l R i g h t s R e s e r v e d Mi T e k E n g i n e e r i n g R e f e r e n c e S h e e t : M I I - 7 4 7 3 r e v . 5 / 1 9 / 2 0 2 0 ed g e o f t r u s s . fr o m o u t s i d e " 16 /1 -0 IC C - E S R e p o r t s : ES R - 1 3 1 1 , E S R - 1 3 5 2 , E S R 1 9 8 8 ER - 3 9 0 7 , E S R - 2 3 6 2 , E S R - 1 3 9 7 , E S R - 3 2 8 2 JO I N T S A R E G E N E R A L L Y N U M B E R E D / L E T T E R E D C L O C K W I S E AR O U N D T H E T R U S S S T A R T I N G A T T H E J O I N T F A R T H E S T T O TH E L E F T . CH O R D S A N D W E B S A R E I D E N T I F I E D B Y E N D J O I N T NU M B E R S / L E T T E R S . W 4 - 6 W3-6 W 3 - 7 W2-7 W1-7 C1-8 C5 - 6 C6 - 7 C7 - 8 C4-5 C3- 4 C2 - 3 C1 - 2 TOP CHORD TOP CHORD 8 7 6 5 4 3 2 1 BO T T O M C H O R D S TO P C H O R D S BE A R I N G 4 x 4 PL A T E S I Z E Th i s s y m b o l i n d i c a t e s t h e re q u i r e d d i r e c t i o n o f s l o t s i n co n n e c t o r p l a t e s . " 16 /1 Fo r 4 x 2 o r i e n t a t i o n , l o c a t e pl a t e s 0 - 1 "4/3 PL A T E L O C A T I O N A N D O R I E N T A T I O N Sy m b o l s Nu m b e r i n g S y s t e m Ge n e r a l S a f e t y N o t e s * Pl a t e l o c a t i o n d e t a i l s a v a i l a b l e i n M i T e k 2 0 / 2 0 so f t w a r e o r u p o n r e q u e s t . In d u s t r y S t a n d a r d s : AN S I / T P I 1 : N a t i o n a l D e s i g n S p e c i f i c a t i o n f o r M e t a l P l a t e C o n n e c t e d W o o d T r u s s C o n s t r u c t i o n . DS B - 8 9 : D e s i g n S t a n d a r d f o r B r a c i n g . BC S I : B u i l d i n g C o m p o n e n t S a f e t y I n f o r m a t i o n , G u i d e t o G o o d P r a c t i c e f o r H a n d l i n g , I n s t a l l i n g & B r a c i n g o f M e t a l P l a t e C o n n e c t e d W o o d T r u s s e s . 6- 4 - 8 WE B S Tr u s s e s a r e d e s i g n e d f o r w i n d l o a d s i n t h e p l a n e o f t h e tr u s s u n l e s s o t h e r w i s e s h o w n . Lu m b e r d e s i g n v a l u e s a r e i n a c c o r d a n c e w i t h A N S I / T P I 1 se c t i o n 6 . 3 T h e s e t r u s s d e s i g n s r e l y o n l u m b e r v a l u e s es t a b l i s h e d b y o t h e r s . di m e n s i o n s s h o w n i n f t - i n - s i x t e e n t h s