Loading...
HomeMy WebLinkAboutTRUSS SPECS - 23-00693 - Sterling Medical - New Commercial Bldg400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 MiTek, 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. January 3,2024 Zhao, Xiaoming Pages or sheets covered by this seal: R80099708 thru R80099727 My license renewal date for the state of Idaho is September 30, 2024. Idaho COA: 853 237346 Sterling Medical 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. 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 237346 Truss A1 Truss Type COMMON Qty 14 Ply 1 Sterling Medical Job Reference (optional) R80099708 8.630 s Aug 30 2023 MiTek Industries, Inc. Tue Jan 2 18:30:38 2024 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:b76HOc0MSSki7C4By3c6bmySphx-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Scale = 1:82.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 22 21 20 19 18 17 16 23 24 25 26 6x8 5x6 7x8 5x6 6x8 2x4 10x12 MT20HS 2x4 6x8 8x12 MT20HS 2x4 6x8 2x4 10x12 MT20HS 7x10 MT20HS7x10 MT20HS 5x8 5x8 4x8 4x8 4x5 4x5 2- 1 0 - 0 8-1-0 8-1-0 16-1-3 8-0-3 24-0-0 7-10-13 31-10-13 7-10-13 39-11-0 8-0-3 48-0-0 8-1-0 3-8-15 3-8-15 8-1-0 4-4-1 11-9-7 3-8-7 16-1-3 4-3-12 20-0-9 3-11-7 24-0-0 3-11-7 27-11-7 3-11-7 31-10-13 3-11-7 36-2-9 4-3-12 39-11-0 3-8-7 44-3-1 4-4-1 48-0-0 3-8-15 2- 1 0 - 2 3- 4 - 0 7- 1 0 - 0 2- 1 0 - 2 0.25 12 Plate Offsets (X,Y)-- [2:0-2-4,0-3-8], [14:0-2-4,0-3-8], [17:0-6-0,0-5-4], [19:0-6-0,Edge], [21:0-6-0,0-5-4] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 35.0 10.0 0.0 * 5.0 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 0.52 0.98 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -1.06 -1.62 0.27 0.33 (loc) 19 19 16 19 l/defl >539 >351 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 321 lb FT = 15% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x6 DF SS BOT CHORD 2x6 DF SS WEBS 2x4 DF Stud *Except* 22-23,16-24: 2x6 DF SS, 14-17,2-21: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-0-1 oc bracing. WEBS 1 Row at midpt 14-16, 2-22 REACTIONS. (size)22=0-5-8, 16=0-5-8 Max Horz 22=-300(LC 10) Max Grav 22=2596(LC 1), 16=2458(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-657/405, 2-3=-6737/534, 3-4=-6750/541, 4-6=-10180/591, 6-7=-10178/592, 7-8=-10472/798, 8-9=-10472/798, 9-10=-9704/1065, 10-12=-9704/1063, 12-13=-6323/963, 13-14=-6312/958, 14-15=-651/410 BOT CHORD 21-22=-936/3170, 20-21=-844/8931, 19-20=-1109/10565, 18-19=-1168/10341, 17-18=-908/8347, 16-17=-497/2993 WEBS 3-21=-419/77, 6-20=-459/0, 10-18=-352/94, 13-17=-387/118, 14-17=-567/3750, 14-16=-3657/445, 2-21=-277/4031, 2-22=-3873/223, 4-21=-2603/178, 4-20=-322/1483, 12-18=-200/1614, 12-17=-2415/356, 9-19=-199/507, 9-18=-787/113, 7-19=-472/234, 7-20=-480/428 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=105mph (3-second gust) Vasd=83mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) C-C wind load user defined. 4) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 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. LOAD CASE(S) 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD AS SHOWN IN NOTES BELOW ACCOUNTS FOR DRIFTING SNOW. January 3,2024 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 237346 Truss A1 Truss Type COMMON Qty 14 Ply 1 Sterling Medical Job Reference (optional) R80099708 8.630 s Aug 30 2023 MiTek Industries, Inc. Tue Jan 2 18:30:38 2024 Page 2 Inteframe Components, LLC, Nampa, ID - 83687, ID:b76HOc0MSSki7C4By3c6bmySphx-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f LOAD CASE(S) Uniform Loads (plf) Vert: 1-8=-90, 8-15=-90, 16-22=-10 Concentrated Loads (lb) Vert: 25=-150 26=-150 2) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-60, 8-15=-60, 16-22=-10 Concentrated Loads (lb) Vert: 25=-150 26=-150 3) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-50, 8-15=-50, 16-22=-10 Concentrated Loads (lb) Vert: 25=-150 26=-150 4) Dead + 0.75 Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-72, 8-15=-72, 16-22=-10 Concentrated Loads (lb) Vert: 25=-150 26=-150 5) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-20, 8-15=-20, 16-22=-30 Concentrated Loads (lb) Vert: 25=-150 26=-150 6) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=22, 8-15=22, 16-22=-6 Horz: 1-22=15, 1-23=61, 1-8=-30, 8-15=30, 15-16=24, 15-24=40 Concentrated Loads (lb) Vert: 25=-150 26=-150 7) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=22, 8-15=22, 16-22=-6 Horz: 1-22=-24, 1-23=-40, 1-8=-30, 8-15=30, 15-16=-15, 15-24=-61 Concentrated Loads (lb) Vert: 25=-150 26=-150 8) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-27, 8-15=-27, 16-22=-10 Horz: 1-22=22, 1-23=61, 1-8=7, 8-15=-7, 15-16=17, 15-24=40 Concentrated Loads (lb) Vert: 25=-150 26=-150 9) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-27, 8-15=-27, 16-22=-10 Horz: 1-22=-17, 1-23=-40, 1-8=7, 8-15=-7, 15-16=-22, 15-24=-61 Concentrated Loads (lb) Vert: 25=-150 26=-150 10) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=8, 8-15=2, 16-22=-6 Horz: 1-22=7, 1-23=30, 1-8=-17, 8-15=11, 15-16=11, 15-24=20 Concentrated Loads (lb) Vert: 25=-150 26=-150 11) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=2, 8-15=8, 16-22=-6 Horz: 1-22=-11, 1-23=-20, 1-8=-11, 8-15=17, 15-16=-7, 15-24=-30 Concentrated Loads (lb) Vert: 25=-150 26=-150 12) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-10, 8-15=-16, 16-22=-10 Horz: 1-22=14, 1-23=30, 1-8=-10, 8-15=4, 15-16=4, 15-24=20 Concentrated Loads (lb) Vert: 25=-150 26=-150 13) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-16, 8-15=-10, 16-22=-10 Horz: 1-22=-4, 1-23=-20, 1-8=-4, 8-15=10, 15-16=-14, 15-24=-30 Concentrated Loads (lb) Vert: 25=-150 26=-150 14) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 237346 Truss A1 Truss Type COMMON Qty 14 Ply 1 Sterling Medical Job Reference (optional) R80099708 8.630 s Aug 30 2023 MiTek Industries, Inc. Tue Jan 2 18:30:38 2024 Page 3 Inteframe Components, LLC, Nampa, ID - 83687, ID:b76HOc0MSSki7C4By3c6bmySphx-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f LOAD CASE(S) Uniform Loads (plf) Vert: 1-8=8, 8-15=2, 16-22=-6 Horz: 1-22=4, 1-23=-20, 1-8=-17, 8-15=11, 15-16=9, 15-24=20 Concentrated Loads (lb) Vert: 25=-150 26=-150 15) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=2, 8-15=8, 16-22=-6 Horz: 1-22=-9, 1-23=-20, 1-8=-11, 8-15=17, 15-16=-4, 15-24=20 Concentrated Loads (lb) Vert: 25=-150 26=-150 16) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=8, 8-15=2, 16-22=-6 Horz: 1-22=4, 1-23=-20, 1-8=-17, 8-15=11, 15-16=9, 15-24=20 Concentrated Loads (lb) Vert: 25=-150 26=-150 17) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=2, 8-15=8, 16-22=-6 Horz: 1-22=-9, 1-23=-20, 1-8=-11, 8-15=17, 15-16=-4, 15-24=20 Concentrated Loads (lb) Vert: 25=-150 26=-150 18) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-10, 8-15=-16, 16-22=-10 Horz: 1-22=11, 1-23=-20, 1-8=-10, 8-15=4, 15-16=2, 15-24=20 Concentrated Loads (lb) Vert: 25=-150 26=-150 19) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-16, 8-15=-10, 16-22=-10 Horz: 1-22=-2, 1-23=-20, 1-8=-4, 8-15=10, 15-16=-11, 15-24=20 Concentrated Loads (lb) Vert: 25=-150 26=-150 20) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-8=-20, 8-15=-20, 16-22=-10 Concentrated Loads (lb) Vert: 25=-150 26=-150 21) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-65, 8-15=-70, 16-22=-10 Horz: 1-22=11, 1-23=22, 1-8=-7, 8-15=3, 15-16=3, 15-24=15 Concentrated Loads (lb) Vert: 25=-150 26=-150 22) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-70, 8-15=-65, 16-22=-10 Horz: 1-22=-3, 1-23=-15, 1-8=-3, 8-15=7, 15-16=-11, 15-24=-22 Concentrated Loads (lb) Vert: 25=-150 26=-150 23) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-65, 8-15=-70, 16-22=-10 Horz: 1-22=8, 1-23=-15, 1-8=-7, 8-15=3, 15-16=2, 15-24=15 Concentrated Loads (lb) Vert: 25=-150 26=-150 24) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-70, 8-15=-65, 16-22=-10 Horz: 1-22=-2, 1-23=-15, 1-8=-3, 8-15=7, 15-16=-8, 15-24=15 Concentrated Loads (lb) Vert: 25=-150 26=-150 25) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-43, 8-15=-47, 16-22=-10 Horz: 1-22=11, 1-23=22, 1-8=-7, 8-15=3, 15-16=3, 15-24=15 Concentrated Loads (lb) Vert: 25=-150 26=-150 26) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-47, 8-15=-43, 16-22=-10 Horz: 1-22=-3, 1-23=-15, 1-8=-3, 8-15=7, 15-16=-11, 15-24=-22 Concentrated Loads (lb) Vert: 25=-150 26=-150 Continued on page 4 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 237346 Truss A1 Truss Type COMMON Qty 14 Ply 1 Sterling Medical Job Reference (optional) R80099708 8.630 s Aug 30 2023 MiTek Industries, Inc. Tue Jan 2 18:30:38 2024 Page 4 Inteframe Components, LLC, Nampa, ID - 83687, ID:b76HOc0MSSki7C4By3c6bmySphx-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f LOAD CASE(S) 27) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-43, 8-15=-47, 16-22=-10 Horz: 1-22=8, 1-23=-15, 1-8=-7, 8-15=3, 15-16=2, 15-24=15 Concentrated Loads (lb) Vert: 25=-150 26=-150 28) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-47, 8-15=-43, 16-22=-10 Horz: 1-22=-2, 1-23=-15, 1-8=-3, 8-15=7, 15-16=-8, 15-24=15 Concentrated Loads (lb) Vert: 25=-150 26=-150 29) Dead + Minimum Snow: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-60, 8-15=-60, 16-22=-10 Concentrated Loads (lb) Vert: 25=-150 26=-150 30) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-25, 8-15=-25, 16-22=-6 Horz: 1-22=16, 1-23=33, 1-8=16, 8-15=-16, 15-16=16, 15-24=33 Concentrated Loads (lb) Vert: 25=-150 26=-150 31) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=8, 8-15=8, 16-22=-6 Horz: 1-22=16, 1-23=33, 1-8=-16, 8-15=16, 15-16=16, 15-24=33 Concentrated Loads (lb) Vert: 25=-150 26=-150 32) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-60, 8-15=-20, 16-22=-10 Concentrated Loads (lb) Vert: 25=-150 26=-150 33) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-20, 8-15=-60, 16-22=-10 Concentrated Loads (lb) Vert: 25=-150 26=-150 34) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-50, 8-15=-20, 16-22=-10 Concentrated Loads (lb) Vert: 25=-150 26=-150 35) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-20, 8-15=-50, 16-22=-10 Concentrated Loads (lb) Vert: 25=-150 26=-150 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 237346 Truss A2G Truss Type COMMON Qty 2 Ply 2 Sterling Medical Job Reference (optional) R80099709 8.630 s Aug 30 2023 MiTek Industries, Inc. Tue Jan 2 18:30:41 2024 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:b76HOc0MSSki7C4By3c6bmySphx-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Scale = 1:82.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 24 23 22 21 20 19 18 17 16 25 26 5x6 4x6 5x8 4x6 5x6 6x8 2x4 4x8 7x10 MT20HS 2x4 5x8 2x4 8x10 4x12 5x8 3x6 3x6 4x8 4x8 4x5 4x5 4x8 4x8 4x8 2- 1 0 - 0 7-5-4 7-5-4 8-1-0 0-7-12 10-6-12 2-5-12 16-1-3 5-6-7 24-0-0 7-10-13 31-10-13 7-10-13 39-11-0 8-0-3 48-0-0 8-1-0 3-8-15 3-8-15 7-5-4 3-8-5 8-1-0 0-7-12 10-6-12 2-5-12 11-9-7 1-2-11 16-1-3 4-3-12 20-0-9 3-11-7 24-0-0 3-11-7 27-11-7 3-11-7 31-10-13 3-11-7 36-2-9 4-3-12 39-11-0 3-8-7 44-3-1 4-4-1 48-0-0 3-8-15 2- 1 0 - 2 3- 4 - 0 7- 1 0 - 0 2- 1 0 - 2 0.25 12 Plate Offsets (X,Y)-- [2:0-1-12,0-2-8], [17:0-5-0,0-5-0], [19:0-5-0,0-4-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 35.0 10.0 0.0 * 5.0 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 0.28 0.60 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.70 -1.00 0.17 0.22 (loc) 19-20 19-20 16 19 l/defl >810 >570 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 658 lb FT = 15% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x6 DF SS BOT CHORD 2x6 DF SS WEBS 2x4 DF Stud *Except* 24-25,16-26: 2x6 DF SS, 3-23,4-21: 2x8 DF SS BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)24=0-5-8, 16=0-5-8 Max Horz 24=-300(LC 42) Max Uplift 24=-156(LC 10), 16=-70(LC 11) Max Grav 24=3715(LC 1), 16=2711(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-668/421, 2-3=-9436/1465, 3-4=-12121/1720, 4-6=-13125/1821, 6-7=-13124/1824, 7-8=-12558/1663, 8-9=-12558/1663, 9-10=-11173/1675, 10-12=-11174/1672, 12-13=-7077/1279, 13-14=-7067/1274, 14-15=-652/414 BOT CHORD 23-24=-1366/4688, 21-23=-1819/9429, 20-21=-2072/12117, 19-20=-2138/13051, 18-19=-1907/12122, 17-18=-1377/9478, 16-17=-633/3329 WEBS 6-20=-449/113, 10-18=-353/95, 13-17=-370/116, 14-17=-769/4224, 14-16=-4069/612, 2-24=-5689/749, 4-20=-710/1607, 12-18=-368/2018, 12-17=-2862/538, 9-19=-122/729, 9-18=-1168/271, 7-19=-765/186, 7-20=-548/455, 3-23=-2458/404, 2-23=-847/5566, 4-21=-1073/432, 3-21=-512/3458 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=105mph (3-second gust) Vasd=83mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) and C-C Corner(3) 0-2-12 to 5-2-12, Exterior(2) 5-2-12 to 42-9-4, Corner(3) 42-9-4 to 47-9-4 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 5) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Continued on page 2 ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD AS SHOWN IN NOTES BELOW ACCOUNTS FOR DRIFTING SNOW. January 3,2024 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 237346 Truss A2G Truss Type COMMON Qty 2 Ply 2 Sterling Medical Job Reference (optional) R80099709 8.630 s Aug 30 2023 MiTek Industries, Inc. Tue Jan 2 18:30:41 2024 Page 2 Inteframe Components, LLC, Nampa, ID - 83687, ID:b76HOc0MSSki7C4By3c6bmySphx-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f NOTES- 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 156 lb uplift at joint 24 and 70 lb uplift at joint 16. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 447 lb down and 78 lb up at 7-5-4, and 1224 lb down and 65 lb up at 10-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-90, 8-15=-90, 16-24=-10 Concentrated Loads (lb) Vert: 23=-447(F) 21=-1224(F) 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 237346 Truss A3 Truss Type COMMON Qty 1 Ply 1 Sterling Medical Job Reference (optional) R80099710 8.630 s Aug 30 2023 MiTek Industries, Inc. Tue Jan 2 18:30:42 2024 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:b76HOc0MSSki7C4By3c6bmySphx-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Scale = 1:63.1 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 3x4 5x8 4x8 4x6 4x12 MT20HS 5x6 5x8 7x8 5x8 4x5 4x6 4x6 5x6 4x6 4x8 5-5-10 5-5-10 13-4-8 7-10-14 21-3-6 7-10-14 29-3-9 8-0-3 37-4-8 8-0-15 3-3-12 3-3-12 5-5-10 2-1-14 13-4-8 7-10-14 21-3-6 7-10-14 29-3-9 8-0-3 33-7-10 4-4-1 37-4-8 3-8-14 3- 0 - 1 0 3- 4 - 0 2- 7 - 4 7- 1 0 - 0 2- 1 0 - 2 0.25 12 Plate Offsets (X,Y)-- [7:0-2-12,0-2-0], [10:0-3-0,0-1-12], [14:0-3-8,0-2-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 35.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.49 0.86 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.53 -0.77 0.16 0.17 (loc) 11-13 11-13 9 11-13 l/defl >830 >574 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 215 lb FT = 15% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x6 DF SS BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* 1-15,9-16: 2x6 DF SS, 2-13,4-13,6-11,1-14: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-8-4 oc bracing. WEBS 1 Row at midpt 4-13 REACTIONS. (size)15=Mechanical, 9=0-5-8 Max Horz 15=-202(LC 10) Max Uplift 15=-18(LC 10), 9=-50(LC 11) Max Grav 15=1846(LC 1), 9=1846(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-15=-1817/342, 1-2=-3117/552, 2-3=-5381/994, 3-4=-5381/994, 4-6=-6128/1221, 6-7=-4468/1048, 7-8=-633/406 BOT CHORD 14-15=-392/300, 13-14=-799/3112, 11-13=-1019/6119, 10-11=-777/4466, 9-10=-549/2440 WEBS 2-14=-1503/332, 2-13=-464/2397, 3-13=-449/137, 4-13=-815/246, 4-11=-469/190, 6-11=-454/1740, 6-10=-1183/316, 7-10=-506/2388, 7-9=-2847/495, 1-14=-630/3432 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=105mph (3-second gust) Vasd=83mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) and C-C Corner(3) 0-2-12 to 5-2-12, Exterior(2) 5-2-12 to 32-1-12, Corner(3) 32-1-12 to 37-1-12 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 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 18 lb uplift at joint 15 and 50 lb uplift at joint 9. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD AS SHOWN IN NOTES BELOW ACCOUNTS FOR DRIFTING SNOW. January 3,2024 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 237346 Truss A4 Truss Type COMMON Qty 8 Ply 1 Sterling Medical Job Reference (optional) R80099711 8.630 s Aug 30 2023 MiTek Industries, Inc. Tue Jan 2 18:30:44 2024 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:b76HOc0MSSki7C4By3c6bmySphx-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Scale = 1:89.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1516 24 23 22 21 20 19 18 17 25 26 27 28 5x8 5x6 6x8 4x8 6x8 5x12 10x12 MT20HS 2x4 4x8 5x8 2x4 4x5 10x12 MT20HS 2x4 4x8 2x4 10x12 MT20HS 4x5 4x6 6x8 4x8 4x12 4x8 7x10 MT20HS 2- 9 - 8 8-1-0 8-1-0 16-1-3 8-0-3 24-0-0 7-10-13 31-10-13 7-10-13 39-11-0 8-0-3 48-7-2 8-8-2 50-0-0 1-4-14 3-8-15 3-8-15 8-1-0 4-4-1 11-9-7 3-8-7 16-1-3 4-3-12 20-0-4 3-11-1 24-0-0 3-11-12 27-11-12 3-11-12 31-10-13 3-11-1 36-2-9 4-3-12 39-11-0 3-8-7 44-3-1 4-4-1 48-7-2 4-4-1 50-0-0 1-4-14 2- 1 0 - 2 3- 4 - 0 7- 1 0 - 0 9- 1 0 - 0 2- 9 - 1 0 0.25 12 Plate Offsets (X,Y)-- [8:0-5-4,0-3-0], [15:0-3-7,0-3-0], [17:0-3-12,0-3-12], [18:0-3-8,0-2-0], [19:0-6-0,0-6-0], [21:0-6-0,0-6-8], [23:0-6-0,0-6-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 35.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.82 0.85 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -1.16 -1.78 0.24 0.34 (loc) 20-21 20-21 17 21 l/defl >511 >335 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 370 lb FT = 15% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x6 DF SS BOT CHORD 2x8 DF SS WEBS 2x4 DF Stud *Except* 24-25,17-26: 2x6 DF SS, 2-23,14-19,14-18: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-1 oc purlins, except end verticals. Except: 5-7-0 oc bracing: 16-26 6-0-0 oc bracing: 16-17 BOT CHORD Rigid ceiling directly applied or 8-11-2 oc bracing. WEBS 1 Row at midpt 16-26, 2-24, 4-23, 14-18 REACTIONS. (size)24=0-5-8, 17=0-5-8 Max Horz 24=360(LC 11) Max Grav 24=2698(LC 1), 17=2556(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-698/422, 2-3=-7178/517, 3-4=-7191/521, 4-6=-10991/576, 6-7=-10992/580, 7-8=-11574/996, 8-9=-11574/996, 9-10=-11132/1347, 10-12=-11133/1345, 12-13=-8088/1344, 13-14=-8078/1339, 14-15=-1622/863, 15-16=-983/618, 16-17=-439/618 BOT CHORD 23-24=-1052/3709, 22-23=-992/9423, 21-22=-1167/11576, 20-21=-1232/11632, 19-20=-1076/9879, 18-19=-856/5214, 17-18=-525/1366 WEBS 2-24=-4294/310, 2-23=-303/3968, 3-23=-396/31, 4-23=-2697/278, 4-22=-305/1812, 6-22=-447/0, 7-22=-721/427, 7-21=-444/303, 10-20=-323/94, 13-19=-326/92, 9-21=-343/416, 9-20=-615/118, 12-20=-226/1449, 12-19=-2164/373, 15-18=-497/1946, 14-19=-488/3276, 14-18=-4389/739, 15-17=-2515/511 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=105mph (3-second gust) Vasd=83mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) and C-C Corner(3) 0-2-12 to 5-2-12, Exterior(2) 5-2-12 to 44-9-4, Corner(3) 44-9-4 to 49-9-4 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 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 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. LOAD CASE(S) Standard Continued on page 2 ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD AS SHOWN IN NOTES BELOW ACCOUNTS FOR DRIFTING SNOW. January 3,2024 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 237346 Truss A4 Truss Type COMMON Qty 8 Ply 1 Sterling Medical Job Reference (optional) R80099711 8.630 s Aug 30 2023 MiTek Industries, Inc. Tue Jan 2 18:30:44 2024 Page 2 Inteframe Components, LLC, Nampa, ID - 83687, ID:b76HOc0MSSki7C4By3c6bmySphx-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-90, 8-16=-90, 17-24=-10 Concentrated Loads (lb) Vert: 27=-150 28=-150 2) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-60, 8-16=-60, 17-24=-10 Concentrated Loads (lb) Vert: 27=-150 28=-150 3) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-50, 8-16=-50, 17-24=-10 Concentrated Loads (lb) Vert: 27=-150 28=-150 4) Dead + 0.75 Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-72, 8-16=-72, 17-24=-10 Concentrated Loads (lb) Vert: 27=-150 28=-150 5) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-20, 8-16=-20, 17-24=-30 Concentrated Loads (lb) Vert: 27=-150 28=-150 6) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=22, 8-16=22, 17-24=-6 Horz: 1-24=15, 1-25=61, 1-8=-30, 8-16=30, 16-17=24, 16-26=39 Concentrated Loads (lb) Vert: 27=-150 28=-150 7) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=22, 8-16=22, 17-24=-6 Horz: 1-24=-24, 1-25=-39, 1-8=-30, 8-16=30, 16-17=-15, 16-26=-59 Concentrated Loads (lb) Vert: 27=-150 28=-150 8) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-27, 8-16=-27, 17-24=-10 Horz: 1-24=22, 1-25=61, 1-8=7, 8-16=-7, 16-17=17, 16-26=39 Concentrated Loads (lb) Vert: 27=-150 28=-150 9) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-27, 8-16=-27, 17-24=-10 Horz: 1-24=-17, 1-25=-39, 1-8=7, 8-16=-7, 16-17=-22, 16-26=-59 Concentrated Loads (lb) Vert: 27=-150 28=-150 10) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=8, 8-16=2, 17-24=-6 Horz: 1-24=7, 1-25=30, 1-8=-17, 8-16=11, 16-17=11, 16-26=20 Concentrated Loads (lb) Vert: 27=-150 28=-150 11) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=2, 8-16=8, 17-24=-6 Horz: 1-24=-11, 1-25=-20, 1-8=-11, 8-16=17, 16-17=-7, 16-26=-30 Concentrated Loads (lb) Vert: 27=-150 28=-150 12) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-10, 8-16=-16, 17-24=-10 Horz: 1-24=14, 1-25=30, 1-8=-10, 8-16=4, 16-17=4, 16-26=20 Concentrated Loads (lb) Vert: 27=-150 28=-150 13) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-16, 8-16=-10, 17-24=-10 Horz: 1-24=-4, 1-25=-20, 1-8=-4, 8-16=10, 16-17=-14, 16-26=-30 Concentrated Loads (lb) Vert: 27=-150 28=-150 14) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 237346 Truss A4 Truss Type COMMON Qty 8 Ply 1 Sterling Medical Job Reference (optional) R80099711 8.630 s Aug 30 2023 MiTek Industries, Inc. Tue Jan 2 18:30:44 2024 Page 3 Inteframe Components, LLC, Nampa, ID - 83687, ID:b76HOc0MSSki7C4By3c6bmySphx-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-8=8, 8-16=2, 17-24=-6 Horz: 1-24=4, 1-25=-20, 1-8=-17, 8-16=11, 16-17=9, 16-26=20 Concentrated Loads (lb) Vert: 27=-150 28=-150 15) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=2, 8-16=8, 17-24=-6 Horz: 1-24=-9, 1-25=-20, 1-8=-11, 8-16=17, 16-17=-4, 16-26=20 Concentrated Loads (lb) Vert: 27=-150 28=-150 16) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=8, 8-16=2, 17-24=-6 Horz: 1-24=4, 1-25=-20, 1-8=-17, 8-16=11, 16-17=9, 16-26=20 Concentrated Loads (lb) Vert: 27=-150 28=-150 17) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=2, 8-16=8, 17-24=-6 Horz: 1-24=-9, 1-25=-20, 1-8=-11, 8-16=17, 16-17=-4, 16-26=20 Concentrated Loads (lb) Vert: 27=-150 28=-150 18) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-10, 8-16=-16, 17-24=-10 Horz: 1-24=11, 1-25=-20, 1-8=-10, 8-16=4, 16-17=2, 16-26=20 Concentrated Loads (lb) Vert: 27=-150 28=-150 19) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-16, 8-16=-10, 17-24=-10 Horz: 1-24=-2, 1-25=-20, 1-8=-4, 8-16=10, 16-17=-11, 16-26=20 Concentrated Loads (lb) Vert: 27=-150 28=-150 20) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-8=-20, 8-16=-20, 17-24=-10 Concentrated Loads (lb) Vert: 27=-150 28=-150 21) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-65, 8-16=-70, 17-24=-10 Horz: 1-24=11, 1-25=22, 1-8=-7, 8-16=3, 16-17=3, 16-26=15 Concentrated Loads (lb) Vert: 27=-150 28=-150 22) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-70, 8-16=-65, 17-24=-10 Horz: 1-24=-3, 1-25=-15, 1-8=-3, 8-16=7, 16-17=-11, 16-26=-23 Concentrated Loads (lb) Vert: 27=-150 28=-150 23) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-65, 8-16=-70, 17-24=-10 Horz: 1-24=8, 1-25=-15, 1-8=-7, 8-16=3, 16-17=2, 16-26=15 Concentrated Loads (lb) Vert: 27=-150 28=-150 24) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-70, 8-16=-65, 17-24=-10 Horz: 1-24=-2, 1-25=-15, 1-8=-3, 8-16=7, 16-17=-8, 16-26=15 Concentrated Loads (lb) Vert: 27=-150 28=-150 25) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-43, 8-16=-47, 17-24=-10 Horz: 1-24=11, 1-25=22, 1-8=-7, 8-16=3, 16-17=3, 16-26=15 Concentrated Loads (lb) Vert: 27=-150 28=-150 26) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-47, 8-16=-43, 17-24=-10 Horz: 1-24=-3, 1-25=-15, 1-8=-3, 8-16=7, 16-17=-11, 16-26=-23 Concentrated Loads (lb) Vert: 27=-150 28=-150 Continued on page 4 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 237346 Truss A4 Truss Type COMMON Qty 8 Ply 1 Sterling Medical Job Reference (optional) R80099711 8.630 s Aug 30 2023 MiTek Industries, Inc. Tue Jan 2 18:30:44 2024 Page 4 Inteframe Components, LLC, Nampa, ID - 83687, ID:b76HOc0MSSki7C4By3c6bmySphx-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f LOAD CASE(S) Standard 27) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-43, 8-16=-47, 17-24=-10 Horz: 1-24=8, 1-25=-15, 1-8=-7, 8-16=3, 16-17=2, 16-26=15 Concentrated Loads (lb) Vert: 27=-150 28=-150 28) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-47, 8-16=-43, 17-24=-10 Horz: 1-24=-2, 1-25=-15, 1-8=-3, 8-16=7, 16-17=-8, 16-26=15 Concentrated Loads (lb) Vert: 27=-150 28=-150 29) Dead + Minimum Snow: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-60, 8-16=-60, 17-24=-10 Concentrated Loads (lb) Vert: 27=-150 28=-150 30) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-25, 8-16=-25, 17-24=-6 Horz: 1-24=16, 1-25=33, 1-8=16, 8-16=-16, 16-17=16, 16-26=33 Concentrated Loads (lb) Vert: 27=-150 28=-150 31) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=8, 8-16=8, 17-24=-6 Horz: 1-24=16, 1-25=33, 1-8=-16, 8-16=16, 16-17=16, 16-26=33 Concentrated Loads (lb) Vert: 27=-150 28=-150 32) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-60, 8-16=-20, 17-24=-10 Concentrated Loads (lb) Vert: 27=-150 28=-150 33) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-20, 8-16=-60, 17-24=-10 Concentrated Loads (lb) Vert: 27=-150 28=-150 34) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-50, 8-16=-20, 17-24=-10 Concentrated Loads (lb) Vert: 27=-150 28=-150 35) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-20, 8-16=-50, 17-24=-10 Concentrated Loads (lb) Vert: 27=-150 28=-150 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 237346 Truss B1 Truss Type ROOF SPECIAL Qty 1 Ply 1 Sterling Medical Job Reference (optional) R80099712 8.630 s Aug 30 2023 MiTek Industries, Inc. Tue Jan 2 18:30:45 2024 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:b76HOc0MSSki7C4By3c6bmySphx-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Scale = 1:50.8 1 2 3 6 5 4 7 8 9 10 6x8 4x8 6x10 3x6 4x5 4x5 6-0-0 6-0-0 12-0-0 6-0-0 6-0-0 6-0-0 12-0-0 6-0-0 3- 0 - 6 9- 1 0 - 0 2- 9 - 1 0 0.25 12 Plate Offsets (X,Y)-- [1:0-3-15,Edge] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 35.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.79 0.22 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.04 0.01 0.01 (loc) 5 5-6 4 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 91 lb FT = 15% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 WEBS 2x4 DF Stud *Except* 6-7,4-8: 2x6 DF SS BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Except: 5-10-0 oc bracing: 3-8 6-0-0 oc bracing: 1-6, 3-4 6-6-0 oc bracing: 1-7 BOT CHORD Rigid ceiling directly applied or 8-6-6 oc bracing. WEBS 1 Row at midpt 1-7, 3-8 REACTIONS. (size)6=0-5-8, 4=0-5-8 Max Horz 6=-403(LC 10) Max Uplift 6=-173(LC 10), 4=-208(LC 11) Max Grav 6=580(LC 22), 4=607(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-962/644, 2-3=-757/355, 3-4=-578/599 BOT CHORD 5-6=-544/782, 4-5=-373/580 WEBS 2-6=-1166/1113, 2-5=-426/513, 3-5=-1186/1210 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=105mph (3-second gust) Vasd=83mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) and C-C Corner(3) 0-2-12 to 5-2-12, Exterior(2) 5-2-12 to 6-9-4, Corner(3) 6-9-4 to 11-9-4 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 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 173 lb uplift at joint 6 and 208 lb uplift at joint 4. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD AS SHOWN IN NOTES BELOW ACCOUNTS FOR DRIFTING SNOW. January 3,2024 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 237346 Truss BOX1 Truss Type FLAT GIRDER Qty 1 Ply 1 Sterling Medical Job Reference (optional) R80099713 8.630 s Aug 30 2023 MiTek Industries, Inc. Tue Jan 2 18:30:46 2024 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:b76HOc0MSSki7C4By3c6bmySphx-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Scale = 1:17.912 4 356 2x4 3x4 2x4 4x5 3-8-14 3-8-14 3-8-14 3-8-14 2- 1 1 - 1 3 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 35.0 10.0 0.0 * 5.0 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-P 0.31 0.20 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 0.01 (loc) 3-4 3-4 3 3-4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 24 lb FT = 15% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.2 BOT CHORD 2x6 DF SS WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 3=Mechanical Max Horz 4=46(LC 11) Max Uplift 4=-81(LC 10), 3=-107(LC 11) Max Grav 4=355(LC 1), 3=457(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=105mph (3-second gust) Vasd=83mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp B; 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 2) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 81 lb uplift at joint 4 and 107 lb uplift at joint 3. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 340 lb down and 118 lb up at 1-11-4, and 128 lb down and 34 lb up at 3-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-90, 3-4=-10 Concentrated Loads (lb) Vert: 5=-340(B) 6=-128(F) January 3,2024 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 237346 Truss BOX2 Truss Type FLAT GIRDER Qty 1 Ply 1 Sterling Medical Job Reference (optional) R80099714 8.630 s Aug 30 2023 MiTek Industries, Inc. Tue Jan 2 18:30:47 2024 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:b76HOc0MSSki7C4By3c6bmySphx-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Scale = 1:18.212 4 356 2x4 3x4 2x4 4x5 3-8-14 3-8-14 3-8-14 3-8-14 3- 0 - 1 0 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 35.0 10.0 0.0 * 5.0 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-P 0.31 0.97 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.07 0.00 0.01 (loc) 3-4 3-4 3 3-4 l/defl >832 >580 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 25 lb FT = 15% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.2 BOT CHORD 2x6 DF SS WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-7-14 oc bracing. REACTIONS. (size)4=Mechanical, 3=Mechanical Max Horz 4=-48(LC 10) Max Uplift 4=-38(LC 10), 3=-55(LC 11) Max Grav 4=1074(LC 1), 3=1235(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=105mph (3-second gust) Vasd=83mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp B; 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 2) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 38 lb uplift at joint 4 and 55 lb uplift at joint 3. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1836 lb down and 28 lb up at 1-11-4, and 128 lb down and 27 lb up at 3-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-90, 3-4=-10 Concentrated Loads (lb) Vert: 5=-1836(F) 6=-128(B) January 3,2024 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 237346 Truss BOX3 Truss Type JACK-CLOSED Qty 1 Ply 1 Sterling Medical Job Reference (optional) R80099715 8.630 s Aug 30 2023 MiTek Industries, Inc. Tue Jan 2 18:30:48 2024 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:b76HOc0MSSki7C4By3c6bmySphx-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Scale = 1:18.3 1 2 4 3 2x4 3x4 2x4 3x4 3-0-0 3-0-0 3-0-0 3-0-0 2- 1 1 - 1 3 3- 0 - 9 0.25 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 35.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.16 0.05 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 19 lb FT = 15% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 3=Mechanical Max Horz 4=49(LC 11) Max Uplift 4=-27(LC 10), 3=-20(LC 11) Max Grav 4=135(LC 1), 3=135(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=105mph (3-second gust) Vasd=83mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp B; 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 2) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 27 lb uplift at joint 4 and 20 lb uplift at joint 3. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. January 3,2024 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 237346 Truss BP1 Truss Type BLOCKING SUPPORTED Qty 36 Ply 1 Sterling Medical Job Reference (optional) R80099716 8.630 s Aug 30 2023 MiTek Industries, Inc. Tue Jan 2 18:30:49 2024 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:b76HOc0MSSki7C4By3c6bmySphx-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Scale = 1:17.3 1 2 4 3 3x6 3x5 2x4 6x8 1-10-4 1-10-4 1-10-4 1-10-4 2- 1 0 - 0 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 35.0 10.0 0.0 * 5.0 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-P 0.32 0.09 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 15 lb FT = 15% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 WEBS 2x4 DF Stud BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=1-10-4, 3=1-10-4 Max Horz 4=-45(LC 43) Max Uplift 4=-928(LC 38), 3=-928(LC 41) Max Grav 4=942(LC 45), 3=942(LC 42) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-1007/933, 1-2=-521/506 BOT CHORD 3-4=-579/528 WEBS 1-3=-1087/1156 NOTES- 1) Wind: ASCE 7-16; Vult=105mph (3-second gust) Vasd=83mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp B; 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 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 928 lb uplift at joint 4 and 928 lb uplift at joint 3. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) This truss has been designed for a total drag load of 350 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-10-4 for 350.0 plf. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 3,2024 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 237346 Truss BP2 Truss Type Blocking Supported Qty 2 Ply 1 Sterling Medical Job Reference (optional) R80099717 8.630 s Aug 30 2023 MiTek Industries, Inc. Tue Jan 2 18:30:50 2024 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:b76HOc0MSSki7C4By3c6bmySphx-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Scale = 1:17.3 1 2 4 3 3x6 3x5 2x4 6x8 1-8-10 1-8-10 1-8-10 1-8-10 2- 1 0 - 0 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 35.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.32 0.07 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 lb FT = 15% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 WEBS 2x4 DF Stud BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=1-8-10, 3=1-8-10 Max Horz 4=-45(LC 10) Max Uplift 4=-931(LC 38), 3=-931(LC 41) Max Grav 4=944(LC 45), 3=944(LC 42) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-1014/936, 1-2=-478/463 BOT CHORD 3-4=-537/486 WEBS 1-3=-1066/1139 NOTES- 1) Wind: ASCE 7-16; Vult=105mph (3-second gust) Vasd=83mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp B; 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 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 931 lb uplift at joint 4 and 931 lb uplift at joint 3. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) This truss has been designed for a total drag load of 350 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-8-10 for 350.0 plf. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 3,2024 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 237346 Truss BP3 Truss Type Blocking Supported Qty 2 Ply 1 Sterling Medical Job Reference (optional) R80099718 8.630 s Aug 30 2023 MiTek Industries, Inc. Tue Jan 2 18:30:52 2024 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:b76HOc0MSSki7C4By3c6bmySphx-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Scale = 1:17.4 1 2 4 3 3x6 3x4 2x4 6x8 1-5-7 1-5-7 1-5-7 1-5-7 2- 1 0 - 0 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 35.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.31 0.06 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 13 lb FT = 15% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 WEBS 2x4 DF Stud BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=1-5-7, 3=1-5-7 Max Horz 4=-45(LC 43) Max Uplift 4=-940(LC 38), 3=-940(LC 41) Max Grav 4=951(LC 45), 3=951(LC 42) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-1034/944, 1-2=-395/379 BOT CHORD 3-4=-453/402 WEBS 1-3=-1033/1119 NOTES- 1) Wind: ASCE 7-16; Vult=105mph (3-second gust) Vasd=83mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp B; 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 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 940 lb uplift at joint 4 and 940 lb uplift at joint 3. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) This truss has been designed for a total drag load of 350 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-5-7 for 350.0 plf. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 3,2024 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 237346 Truss BP4 Truss Type Blocking Supported Qty 7 Ply 1 Sterling Medical Job Reference (optional) R80099719 8.630 s Aug 30 2023 MiTek Industries, Inc. Tue Jan 2 18:30:53 2024 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:b76HOc0MSSki7C4By3c6bmySphx-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Scale = 1:17.1 1 2 4 3 6x8 2x4 3x4 3x6 1-10-4 1-10-4 1-10-4 1-10-4 2- 9 - 8 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 35.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.33 0.08 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 lb FT = 15% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 WEBS 2x4 DF Stud BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=1-10-4, 3=1-10-4 Max Horz 4=45(LC 44) Max Uplift 4=-912(LC 38), 3=-912(LC 41) Max Grav 4=926(LC 45), 3=926(LC 42) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-510/530, 2-3=-919/1011 BOT CHORD 3-4=-520/505 WEBS 2-4=-1140/1074 NOTES- 1) Wind: ASCE 7-16; Vult=105mph (3-second gust) Vasd=83mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp B; 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 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 912 lb uplift at joint 4 and 912 lb uplift at joint 3. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) This truss has been designed for a total drag load of 350 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-10-4 for 350.0 plf. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 3,2024 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 237346 Truss BP5 Truss Type BLOCKING SUPPORTED Qty 1 Ply 1 Sterling Medical Job Reference (optional) R80099720 8.630 s Aug 30 2023 MiTek Industries, Inc. Tue Jan 2 18:30:54 2024 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:b76HOc0MSSki7C4By3c6bmySphx-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Scale = 1:17.1 1 2 4 3 6x8 2x4 3x4 3x6 1-3-13 1-3-13 1-3-13 1-3-13 2- 9 - 8 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 35.0 10.0 0.0 * 5.0 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-P 0.35 0.06 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 13 lb FT = 15% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 WEBS 2x4 DF Stud BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=1-3-13, 3=1-3-13 Max Horz 4=-45(LC 42) Max Uplift 4=-930(LC 38), 3=-930(LC 41) Max Grav 4=940(LC 45), 3=940(LC 42) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-341/361, 2-3=-934/1044 BOT CHORD 3-4=-351/336 WEBS 2-4=-1097/1004 NOTES- 1) Wind: ASCE 7-16; Vult=105mph (3-second gust) Vasd=83mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp B; 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 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 930 lb uplift at joint 4 and 930 lb uplift at joint 3. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) This truss has been designed for a total drag load of 350 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-3-13 for 350.0 plf. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 3,2024 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 237346 Truss BP6 Truss Type Blocking Supported Qty 3 Ply 1 Sterling Medical Job Reference (optional) R80099721 8.630 s Aug 30 2023 MiTek Industries, Inc. Tue Jan 2 18:30:55 2024 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:b76HOc0MSSki7C4By3c6bmySphx-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Scale = 1:13.4 1 2 4 3 6x8 2x4 3x5 3x6 1-10-4 1-10-4 1-10-4 1-10-4 2- 1 - 1 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 35.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.21 0.08 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 12 lb FT = 15% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 WEBS 2x4 DF Stud BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=1-10-4, 3=1-10-4 Max Horz 4=32(LC 40) Max Uplift 4=-650(LC 38), 3=-650(LC 41) Max Grav 4=664(LC 45), 3=664(LC 42) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-505/519, 2-3=-656/721 BOT CHORD 3-4=-513/502 WEBS 2-4=-897/858 NOTES- 1) Wind: ASCE 7-16; Vult=105mph (3-second gust) Vasd=83mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp B; 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 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 650 lb uplift at joint 4 and 650 lb uplift at joint 3. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) This truss has been designed for a total drag load of 350 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-10-4 for 350.0 plf. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 3,2024 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 237346 Truss BP7 Truss Type BLOCKING SUPPORTED Qty 13 Ply 1 Sterling Medical Job Reference (optional) R80099722 8.630 s Aug 30 2023 MiTek Industries, Inc. Tue Jan 2 18:30:56 2024 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:b76HOc0MSSki7C4By3c6bmySphx-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Scale = 1:13.0 1 2 4 3 6x8 2x4 3x5 3x6 1-10-4 1-10-4 1-10-4 1-10-4 2- 0 - 1 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 35.0 10.0 0.0 * 5.0 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-P 0.22 0.08 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 11 lb FT = 15% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 WEBS 2x4 DF Stud BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=1-10-4, 3=1-10-4 Max Horz 4=31(LC 40) Max Uplift 4=-619(LC 38), 3=-619(LC 41) Max Grav 4=633(LC 45), 3=633(LC 42) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-504/518, 2-3=-625/688 BOT CHORD 3-4=-512/501 WEBS 2-4=-871/835 NOTES- 1) Wind: ASCE 7-16; Vult=105mph (3-second gust) Vasd=83mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp B; 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 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 619 lb uplift at joint 4 and 619 lb uplift at joint 3. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) This truss has been designed for a total drag load of 350 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-10-4 for 350.0 plf. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 3,2024 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 237346 Truss BP8 Truss Type Blocking Supported Qty 16 Ply 1 Sterling Medical Job Reference (optional) R80099723 8.630 s Aug 30 2023 MiTek Industries, Inc. Tue Jan 2 18:30:57 2024 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:b76HOc0MSSki7C4By3c6bmySphx-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Scale = 1:10.4 1 2 4 3 3x5 2x4 3x5 2x4 1-10-4 1-10-4 1-10-4 1-10-4 1- 6 - 0 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 35.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.05 0.02 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 15% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 WEBS 2x4 DF Stud BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=1-10-4, 3=1-10-4 Max Horz 4=-22(LC 10) Max Uplift 4=-10(LC 10), 3=-10(LC 11) Max Grav 4=78(LC 1), 3=78(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=105mph (3-second gust) Vasd=83mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp B; 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 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10 lb uplift at joint 4 and 10 lb uplift at joint 3. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 3,2024 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 237346 Truss C1 Truss Type Roof Special Qty 14 Ply 1 Sterling Medical Job Reference (optional) R80099724 8.630 s Aug 30 2023 MiTek Industries, Inc. Tue Jan 2 18:30:58 2024 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:b76HOc0MSSki7C4By3c6bmySphx-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Scale = 1:49.7 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 16 4x6 3x10 3x6 3x4 4x6 7x10 MT20HS 6x8 5x6 5x6 3x4 2x4 5x8 3x10 3x4 4-11-8 4-11-8 11-5-8 6-6-0 17-11-8 6-6-0 24-5-8 6-6-0 4-11-8 4-11-8 11-5-8 6-6-0 14-8-8 3-3-0 17-11-8 3-3-0 21-0-10 3-1-2 24-5-8 3-4-14 2- 0 - 0 8- 1 0 - 0 1- 2 - 1 0 1- 6 - 0 0.25 12 Plate Offsets (X,Y)-- [2:0-3-8,0-3-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 35.0 10.0 0.0 * 5.0 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 1.00 0.73 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.43 -0.73 0.09 0.18 (loc) 10-11 10-11 9 10-11 l/defl >669 >395 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 140 lb FT = 15% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF No.2 BOT CHORD 2x6 DF SS WEBS 2x4 DF Stud *Except* 14-15,8-9: 2x6 DF SS BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. Except: 6-0-0 oc bracing: 1-14 6-3-0 oc bracing: 1-15 BOT CHORD Rigid ceiling directly applied or 8-4-12 oc bracing. WEBS 1 Row at midpt 1-15, 2-14, 3-13 REACTIONS. (size)14=0-5-8, 9=0-5-8 Max Horz 14=-239(LC 10) Max Grav 14=1306(LC 1), 9=1494(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1402/903, 2-3=-3424/1032, 3-4=-5935/772, 4-6=-5176/225, 6-7=-5177/223 BOT CHORD 13-14=-1037/3417, 11-13=-781/5933, 10-11=-361/6114, 9-10=-8/3470 WEBS 2-14=-3434/565, 2-13=-34/568, 3-13=-2573/208, 3-11=0/261, 6-10=-277/83, 7-9=-3493/0, 7-10=-245/1826, 4-11=-453/0, 4-10=-1017/135 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=105mph (3-second gust) Vasd=83mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) and C-C Corner(3) 0-2-12 to 5-2-12, Exterior(2) 5-2-12 to 19-2-12, Corner(3) 19-2-12 to 24-2-12 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 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 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. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-90, 9-14=-10 Concentrated Loads (lb) Vert: 7=-200 4=-200 Continued on page 2 ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD AS SHOWN IN NOTES BELOW ACCOUNTS FOR DRIFTING SNOW. January 3,2024 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 237346 Truss C1 Truss Type Roof Special Qty 14 Ply 1 Sterling Medical Job Reference (optional) R80099724 8.630 s Aug 30 2023 MiTek Industries, Inc. Tue Jan 2 18:30:59 2024 Page 2 Inteframe Components, LLC, Nampa, ID - 83687, ID:b76HOc0MSSki7C4By3c6bmySphx-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f LOAD CASE(S) Standard 2) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-60, 9-14=-10 Concentrated Loads (lb) Vert: 7=-200 4=-200 3) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-50, 9-14=-10 Concentrated Loads (lb) Vert: 7=-200 4=-200 4) Dead + 0.75 Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-72, 9-14=-10 Concentrated Loads (lb) Vert: 7=-200 4=-200 5) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-20, 9-14=-30 Concentrated Loads (lb) Vert: 7=-200 4=-200 6) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=30, 2-16=26, 8-16=30, 9-14=-6 Horz: 1-14=15, 1-15=60, 1-2=38, 2-16=34, 8-16=38, 8-9=25 Concentrated Loads (lb) Vert: 7=-200 4=-200 7) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=30, 2-16=26, 8-16=30, 9-14=-6 Horz: 1-14=-24, 1-15=-39, 1-2=38, 2-16=34, 8-16=38, 8-9=-16 Concentrated Loads (lb) Vert: 7=-200 4=-200 8) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-27, 9-14=-10 Horz: 1-14=22, 1-15=60, 1-8=-7, 8-9=18 Concentrated Loads (lb) Vert: 7=-200 4=-200 9) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-27, 9-14=-10 Horz: 1-14=-17, 1-15=-39, 1-8=-7, 8-9=-23 Concentrated Loads (lb) Vert: 7=-200 4=-200 10) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=2, 9-14=-6 Horz: 1-14=7, 1-15=30, 1-8=11, 8-9=11 Concentrated Loads (lb) Vert: 7=-200 4=-200 11) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=8, 9-14=-6 Horz: 1-14=-11, 1-15=-30, 1-8=17, 8-9=-7 Concentrated Loads (lb) Vert: 7=-200 4=-200 12) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-16, 9-14=-10 Horz: 1-14=14, 1-15=30, 1-8=4, 8-9=4 Concentrated Loads (lb) Vert: 7=-200 4=-200 13) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-10, 9-14=-10 Horz: 1-14=-4, 1-15=-30, 1-8=10, 8-9=-14 Concentrated Loads (lb) Vert: 7=-200 4=-200 14) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=2, 9-14=-6 Horz: 1-14=4, 1-15=-20, 1-8=11, 8-9=9 Concentrated Loads (lb) Vert: 7=-200 4=-200 15) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 237346 Truss C1 Truss Type Roof Special Qty 14 Ply 1 Sterling Medical Job Reference (optional) R80099724 8.630 s Aug 30 2023 MiTek Industries, Inc. Tue Jan 2 18:30:59 2024 Page 3 Inteframe Components, LLC, Nampa, ID - 83687, ID:b76HOc0MSSki7C4By3c6bmySphx-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-8=8, 9-14=-6 Horz: 1-14=-9, 1-15=-20, 1-8=17, 8-9=-4 Concentrated Loads (lb) Vert: 7=-200 4=-200 16) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=2, 9-14=-6 Horz: 1-14=4, 1-15=-20, 1-8=11, 8-9=9 Concentrated Loads (lb) Vert: 7=-200 4=-200 17) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=8, 9-14=-6 Horz: 1-14=-9, 1-15=-20, 1-8=17, 8-9=-4 Concentrated Loads (lb) Vert: 7=-200 4=-200 18) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-16, 9-14=-10 Horz: 1-14=11, 1-15=-20, 1-8=4, 8-9=2 Concentrated Loads (lb) Vert: 7=-200 4=-200 19) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-10, 9-14=-10 Horz: 1-14=-2, 1-15=-20, 1-8=10, 8-9=-11 Concentrated Loads (lb) Vert: 7=-200 4=-200 20) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-8=-20, 9-14=-10 Concentrated Loads (lb) Vert: 7=-200 4=-200 21) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-70, 9-14=-10 Horz: 1-14=11, 1-15=23, 1-8=3, 8-9=3 Concentrated Loads (lb) Vert: 7=-200 4=-200 22) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-65, 9-14=-10 Horz: 1-14=-3, 1-15=-23, 1-8=7, 8-9=-11 Concentrated Loads (lb) Vert: 7=-200 4=-200 23) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-70, 9-14=-10 Horz: 1-14=8, 1-15=-15, 1-8=3, 8-9=2 Concentrated Loads (lb) Vert: 7=-200 4=-200 24) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-65, 9-14=-10 Horz: 1-14=-2, 1-15=-15, 1-8=7, 8-9=-8 Concentrated Loads (lb) Vert: 7=-200 4=-200 25) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-47, 9-14=-10 Horz: 1-14=11, 1-15=23, 1-8=3, 8-9=3 Concentrated Loads (lb) Vert: 7=-200 4=-200 26) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-43, 9-14=-10 Horz: 1-14=-3, 1-15=-23, 1-8=7, 8-9=-11 Concentrated Loads (lb) Vert: 7=-200 4=-200 27) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-47, 9-14=-10 Horz: 1-14=8, 1-15=-15, 1-8=3, 8-9=2 Concentrated Loads (lb) Vert: 7=-200 4=-200 Continued on page 4 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 237346 Truss C1 Truss Type Roof Special Qty 14 Ply 1 Sterling Medical Job Reference (optional) R80099724 8.630 s Aug 30 2023 MiTek Industries, Inc. Tue Jan 2 18:30:59 2024 Page 4 Inteframe Components, LLC, Nampa, ID - 83687, ID:b76HOc0MSSki7C4By3c6bmySphx-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f LOAD CASE(S) Standard 28) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-43, 9-14=-10 Horz: 1-14=-2, 1-15=-15, 1-8=7, 8-9=-8 Concentrated Loads (lb) Vert: 7=-200 4=-200 29) Dead + Minimum Snow: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-60, 9-14=-10 Concentrated Loads (lb) Vert: 7=-200 4=-200 30) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=-25, 9-14=-6 Horz: 1-14=16, 1-15=33, 1-8=-16, 8-9=16 Concentrated Loads (lb) Vert: 7=-200 4=-200 31) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=8, 9-14=-6 Horz: 1-14=16, 1-15=33, 1-8=16, 8-9=16 Concentrated Loads (lb) Vert: 7=-200 4=-200 32) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-20, 9-14=-10 Concentrated Loads (lb) Vert: 7=-200 4=-200 33) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-60, 9-14=-10 Concentrated Loads (lb) Vert: 7=-200 4=-200 34) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-20, 9-14=-10 Concentrated Loads (lb) Vert: 7=-200 4=-200 35) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-50, 9-14=-10 Concentrated Loads (lb) Vert: 7=-200 4=-200 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 237346 Truss C2 Truss Type Roof Special Qty 3 Ply 1 Sterling Medical Job Reference (optional) R80099725 8.630 s Aug 30 2023 MiTek Industries, Inc. Tue Jan 2 18:31:00 2024 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:b76HOc0MSSki7C4By3c6bmySphx-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Scale = 1:51.9 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 6x8 4x10 3x6 3x4 4x6 6x12 MT20HS 2x4 7x10 4x5 3x4 2x4 4x12 7x10 2x4 3x4 3x10 2-5-8 2-5-8 8-11-8 6-6-0 15-5-8 6-6-0 21-11-8 6-6-0 28-5-8 6-6-0 2-5-8 2-5-8 8-11-8 6-6-0 15-5-8 6-6-0 18-8-8 3-3-0 21-11-8 3-3-0 25-0-10 3-1-2 28-5-8 3-4-14 2- 1 - 0 8- 1 0 - 0 1- 2 - 1 0 1- 6 - 0 0.25 12 Plate Offsets (X,Y)-- [1:0-4-15,Edge] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 35.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.94 0.73 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.70 -1.00 0.10 0.28 (loc) 12-14 12-14 10 12-14 l/defl >479 >335 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 161 lb FT = 15% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x6 DF SS WEBS 2x4 DF Stud *Except* 16-17,9-10: 2x6 DF SS, 2-14: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. Except: 6-6-0 oc bracing: 1-17 9-6-0 oc bracing: 1-16 BOT CHORD Rigid ceiling directly applied or 6-5-3 oc bracing. WEBS 1 Row at midpt 1-17, 4-14 REACTIONS. (size)16=0-5-8, 10=0-5-8 Max Horz 16=-238(LC 10) Max Uplift 16=-6(LC 15), 10=-70(LC 11) Max Grav 16=1400(LC 1), 10=1400(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1282/837, 2-3=-5469/1654, 3-4=-5469/1650, 4-6=-6948/1766, 6-7=-5213/1212, 7-8=-5213/1210 BOT CHORD 15-16=-1163/2046, 14-15=-1163/2046, 12-14=-1775/6945, 11-12=-1590/6421, 10-11=-783/3230 WEBS 3-14=-602/174, 4-14=-1517/527, 7-11=-276/80, 2-14=-921/3571, 2-16=-2468/593, 6-12=-200/566, 6-11=-1309/396, 8-10=-3239/785, 8-11=-472/2122 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=105mph (3-second gust) Vasd=83mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) and C-C Corner(3) 0-2-12 to 5-2-12, Exterior(2) 5-2-12 to 23-2-12, Corner(3) 23-2-12 to 28-2-12 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 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6 lb uplift at joint 16 and 70 lb uplift at joint 10. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD AS SHOWN IN NOTES BELOW ACCOUNTS FOR DRIFTING SNOW. January 3,2024 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 237346 Truss C3 Truss Type Roof Special Qty 1 Ply 1 Sterling Medical Job Reference (optional) R80099726 8.630 s Aug 30 2023 MiTek Industries, Inc. Tue Jan 2 18:31:01 2024 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:b76HOc0MSSki7C4By3c6bmySphx-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Scale = 1:44.0 1 2 3 4 8 7 6 5 9 10 11 6x8 4x10 4x10 5x6 3x4 4x5 4x8 2x4 2-5-8 2-5-8 8-11-8 6-6-0 14-0-0 5-0-8 2-5-8 2-5-8 8-11-8 6-6-0 14-0-0 5-0-8 2- 1 - 0 8- 1 0 - 0 1- 9 - 1 2 0.25 12 Plate Offsets (X,Y)-- [1:0-4-15,Edge], [4:0-5-1,Edge] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 35.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.80 0.35 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.10 0.03 0.03 (loc) 6-7 6-7 5 6-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 95 lb FT = 15% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 WEBS 2x4 DF Stud *Except* 8-9,5-10: 2x6 DF SS BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-1 oc purlins, except end verticals. Except: 5-8-0 oc bracing: 4-10 6-0-0 oc bracing: 4-5 6-6-0 oc bracing: 1-9 9-5-0 oc bracing: 1-8 BOT CHORD Rigid ceiling directly applied or 5-9-5 oc bracing. WEBS 1 Row at midpt 1-9, 4-10 REACTIONS. (size)8=0-5-8, 5=0-5-8 Max Horz 8=-383(LC 10) Max Uplift 8=-110(LC 10), 5=-151(LC 11) Max Grav 8=677(LC 1), 5=677(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1182/775, 2-3=-1239/739, 3-4=-1458/961 BOT CHORD 7-8=-1186/1543, 6-7=-345/1453, 5-6=-345/1453 WEBS 2-8=-1146/706, 2-7=-298/401, 3-7=-1287/1200, 3-5=-1488/1325 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=105mph (3-second gust) Vasd=83mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) and C-C Corner(3) 0-2-12 to 5-2-12, Exterior(2) 5-2-12 to 8-9-4, Corner(3) 8-9-4 to 13-9-4 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 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 110 lb uplift at joint 8 and 151 lb uplift at joint 5. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD AS SHOWN IN NOTES BELOW ACCOUNTS FOR DRIFTING SNOW. January 3,2024 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com 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 and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Job 237346 Truss J1 Truss Type MONOPITCH Qty 1 Ply 1 Sterling Medical Job Reference (optional) R80099727 8.630 s Aug 30 2023 MiTek Industries, Inc. Tue Jan 2 18:31:02 2024 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:b76HOc0MSSki7C4By3c6bmySphx-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Scale = 1:44.9 1 2 4 3 5 3x5 6x8 2x4 4x5 7-4-8 7-4-8 7-4-8 7-4-8 2- 1 0 - 2 7- 1 0 - 0 2- 6 - 5 2- 1 1 - 1 3 0.25 12 Plate Offsets (X,Y)-- [1:0-4-12,0-2-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 35.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.49 0.40 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.19 0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >667 >444 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 53 lb FT = 15% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF SS BOT CHORD 2x4 DF No.2 WEBS 2x4 DF Stud *Except* 4-5: 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 8-6-4 oc bracing. REACTIONS. (size)4=0-5-8, 3=Mechanical Max Horz 4=203(LC 13) Max Uplift 4=-129(LC 10), 3=-108(LC 11) Max Grav 4=371(LC 22), 3=354(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-336/427, 2-3=-258/171 BOT CHORD 3-4=-530/682 WEBS 1-3=-699/540 NOTES- 1) Wind: ASCE 7-16; Vult=105mph (3-second gust) Vasd=83mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp B; 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 2) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 129 lb uplift at joint 4 and 108 lb uplift at joint 3. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD AS SHOWN IN NOTES BELOW ACCOUNTS FOR DRIFTING SNOW. January 3,2024 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 / l e t t 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 o r 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 2 3 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 . 1 / 2 / 2 0 2 3 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 9 8 8 , E S R - 2 3 6 2 , E S R - 2 6 8 5 , E S R - 3 2 8 2 ES R - 4 7 2 2 , E S L - 1 3 8 8 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 - 2/1 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 * 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 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 - 2 2 : 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 , R e s t r a i n 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 L Jo i n t I D ty p .