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HomeMy WebLinkAboutROOF TRUSS - 23-00693 - Sterling Medical - New Commercial BldgJob# 237346 TW 11/28/2023 Hardware: 100 H2.5a 1 HGUS26-2 5 HUS26 Job# 237346 TW 11/28/2023 Hardware: 100 H2.5a 1 HGUS26-2 5 HUS26 BP2 BP 1 F0 1 B0 1 A B0 1 A B0 1 G C0 1 B0 1 G B0 1 A B0 1 A B0 1 A B0 1 A B0 1 A B0 1 A B0 1 A B0 1 A B0 1 A B0 1 A B0 1 A B0 1 A H01AG H01G G0 1 J0 1 E01 D01 D01 D01 D01A D01A D01A D01A D01A D01A D01A D01A D01A D01A D01A D01A D01A D01A 14' para16' para 16' para 18' para 18' para 18' para 18' para 18' para 18' para 18' para 14' para 14' para 14' para 16' para (8)A01 780 780 780 48 - 0 0 - 0 0 50 - 0 0 - 0 0 24-05-08 3-00-00 3- 0 0 - 0 0 10 - 0 3 - 0 0 16 - 0 5 - 0 0 11 - 0 0 - 0 0 15 - 0 0 - 0 0 BP2 BP 1 F0 1 B0 1 A B0 1 A B0 1 G C0 1 B0 1 G B0 1 A B0 1 A B0 1 A B0 1 A B0 1 A B0 1 A B0 1 A B0 1 A B0 1 A B0 1 A B0 1 A B0 1 A H01AG H01G G0 1 J0 1 E01 D01 D01 D01 D01A D01A D01A D01A D01A D01A D01A D01A D01A D01A D01A D01A D01A D01A 14' para16' para 16' para 18' para 18' para 18' para 18' para 18' para 18' para 18' para 14' para 14' para 14' para 16' para (8)A01 780 780 780 48 - 0 0 - 0 0 50 - 0 0 - 0 0 24-05-08 3-00-00 3- 0 0 - 0 0 10 - 0 3 - 0 0 16 - 0 5 - 0 0 11 - 0 0 - 0 0 15 - 0 0 - 0 0 Job 237346 Truss A01 Truss Type COMMON Qty 8 Ply 1 Sterling Medical Job Reference (optional) Run: 8.630 s Apr 20 2023 Print: 8.630 s Apr 20 2023 MiTek Industries, Inc. Tue Nov 28 16:26:20 2023 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:b76HOc0MSSki7C4By3c6bmySphx-L6bF3To9dSmMg_JNCJ_PXvp3PmMuaTDojSNRolyEanX Scale = 1:85.5 W1 T2 T3 W12 B1 W4 W5 W6 W9 W6 W5 W4W2W3 W10 W11 T1 T2 B4B3B2 W8 W7W8W7 SB1 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 24 25 26 27 4x6 5x8 6x8 5x8 5x12 7x10 MT20HS 6x8 6x8 8x10 2x4 4x8 2x4 6x8 6x8 5x8 7x10 MT20HS 12x14 MT20HS 3x6 4x8 7x10 MT20HS8x12 MT20HS WB 4x5 4x5 6-10-5 6-10-5 15-5-3 8-6-13 24-0-0 8-6-13 32-6-13 8-6-13 41-1-11 8-6-13 50-0-0 8-10-5 3-3-7 3-3-7 6-10-5 3-6-15 15-5-3 8-6-13 19-7-13 4-2-10 24-0-0 4-4-3 28-4-3 4-4-3 32-6-13 4-2-10 41-1-11 8-6-13 44-8-9 3-6-15 50-0-0 5-3-7 2- 1 0 - 2 3- 4 - 0 5- 0 - 0 7- 0 - 0 2- 9 - 1 0 0.25 12 0-5-40-3-12 0-2-4 0-3-8 0-1-8 0-2-8 0-3-8 0-3-8 0-6-12 Plate Offsets (X,Y)-- [3:0-3-12,0-2-4], [7:0-5-4,0-3-0], [11:0-3-8,0-3-0], [12:0-6-12,Edge], [15:0-3-8,0-2-8], [17:0-1-8,0-2-8], [22:0-3-8,0-3-0] 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 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.89 0.93 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -1.27 -1.94 0.25 0.38 (loc) 17-18 17-18 14 17-18 l/defl >466 >306 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 339 lb FT = 15% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x6 DF SS BOT CHORD 2x6 DF SS *Except* B3,B2: 2x8 DF SS WEBS 2x4 DF Stud *Except* W1,W12: 2x6 DF SS, W5,W3,W10,W11: 2x4 DF No.2 OTHERS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 2-23, 12-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 23=2698/0-5-8 (min. 0-2-14), 14=2556/0-5-8 (min. 0-2-12) Max Horz23=217(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-23=-250/44, 1-2=-290/168, 2-3=-6512/367, 3-26=-10804/530, 4-26=-10793/533, 4-5=-10791/534, 5-27=-10801/533, 6-27=-10793/537, 6-7=-11639/1037, 7-8=-11639/1037, 8-9=-10957/1296, 9-10=-10952/1292, 10-11=-10961/1291, 11-12=-7466/1105, 12-13=-581/361, 13-14=-290/88 BOT CHORD 22-23=-640/3126, 21-22=-676/6512, 20-21=-676/6512, 19-20=-1052/11505, 18-19=-1052/11505, 17-18=-1240/11567, 16-17=-864/7464, 15-16=-865/7465, 14-15=-625/4475 WEBS 3-22=-2221/145, 3-20=-359/4450, 5-20=-761/0, 9-17=-579/154, 11-17=-434/3624, 11-15=-1810/308, 2-23=-3859/283, 2-22=-186/4101, 12-15=-480/3535, 12-14=-4856/626, 8-18=-269/509, 8-17=-734/46, 6-18=-374/395, 6-20=-848/384 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 Job 237346 Truss A01 Truss Type COMMON Qty 8 Ply 1 Sterling Medical Job Reference (optional) Run: 8.630 s Apr 20 2023 Print: 8.630 s Apr 20 2023 MiTek Industries, Inc. Tue Nov 28 16:26:20 2023 Page 2 Inteframe Components, LLC, Nampa, ID - 83687 ID:b76HOc0MSSki7C4By3c6bmySphx-L6bF3To9dSmMg_JNCJ_PXvp3PmMuaTDojSNRolyEanX LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-90, 7-13=-90, 14-23=-10 Concentrated Loads (lb) Vert: 26=-150 27=-150 2) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-60, 7-13=-60, 14-23=-10 Concentrated Loads (lb) Vert: 26=-150 27=-150 3) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-50, 7-13=-50, 14-23=-10 Concentrated Loads (lb) Vert: 26=-150 27=-150 4) Dead + 0.75 Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-72, 7-13=-72, 14-23=-10 Concentrated Loads (lb) Vert: 26=-150 27=-150 5) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-20, 7-13=-20, 14-23=-30 Concentrated Loads (lb) Vert: 26=-150 27=-150 6) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=22, 7-13=22, 14-23=-6 Horz: 1-23=16, 1-24=64, 1-7=-30, 7-13=30, 13-14=25, 13-25=40 Concentrated Loads (lb) Vert: 26=-150 27=-150 7) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=22, 7-13=22, 14-23=-6 Horz: 1-23=-25, 1-24=-41, 1-7=-30, 7-13=30, 13-14=-16, 13-25=-63 Concentrated Loads (lb) Vert: 26=-150 27=-150 8) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-27, 7-13=-27, 14-23=-10 Horz: 1-23=23, 1-24=64, 1-7=7, 7-13=-7, 13-14=18, 13-25=40 Concentrated Loads (lb) Vert: 26=-150 27=-150 9) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-27, 7-13=-27, 14-23=-10 Horz: 1-23=-18, 1-24=-41, 1-7=7, 7-13=-7, 13-14=-23, 13-25=-63 Concentrated Loads (lb) Vert: 26=-150 27=-150 10) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=8, 7-13=2, 14-23=-6 Horz: 1-23=7, 1-24=29, 1-7=-17, 7-13=11, 13-14=11, 13-25=20 Concentrated Loads (lb) Vert: 26=-150 27=-150 11) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=2, 7-13=8, 14-23=-6 Horz: 1-23=-11, 1-24=-19, 1-7=-11, 7-13=17, 13-14=-7, 13-25=-30 Concentrated Loads (lb) Vert: 26=-150 27=-150 12) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-10, 7-13=-16, 14-23=-10 Horz: 1-23=14, 1-24=29, 1-7=-10, 7-13=4, 13-14=4, 13-25=20 Concentrated Loads (lb) Vert: 26=-150 27=-150 13) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-16, 7-13=-10, 14-23=-10 Horz: 1-23=-4, 1-24=-19, 1-7=-4, 7-13=10, 13-14=-14, 13-25=-30 Concentrated Loads (lb) Vert: 26=-150 27=-150 14) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=8, 7-13=2, 14-23=-6 Horz: 1-23=4, 1-24=-19, 1-7=-17, 7-13=11, 13-14=9, 13-25=20 Continued on page 3 Job 237346 Truss A01 Truss Type COMMON Qty 8 Ply 1 Sterling Medical Job Reference (optional) Run: 8.630 s Apr 20 2023 Print: 8.630 s Apr 20 2023 MiTek Industries, Inc. Tue Nov 28 16:26:20 2023 Page 3 Inteframe Components, LLC, Nampa, ID - 83687 ID:b76HOc0MSSki7C4By3c6bmySphx-L6bF3To9dSmMg_JNCJ_PXvp3PmMuaTDojSNRolyEanX LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 26=-150 27=-150 15) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=2, 7-13=8, 14-23=-6 Horz: 1-23=-9, 1-24=-19, 1-7=-11, 7-13=17, 13-14=-4, 13-25=20 Concentrated Loads (lb) Vert: 26=-150 27=-150 16) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=8, 7-13=2, 14-23=-6 Horz: 1-23=4, 1-24=-19, 1-7=-17, 7-13=11, 13-14=9, 13-25=20 Concentrated Loads (lb) Vert: 26=-150 27=-150 17) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=2, 7-13=8, 14-23=-6 Horz: 1-23=-9, 1-24=-19, 1-7=-11, 7-13=17, 13-14=-4, 13-25=20 Concentrated Loads (lb) Vert: 26=-150 27=-150 18) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-10, 7-13=-16, 14-23=-10 Horz: 1-23=11, 1-24=-19, 1-7=-10, 7-13=4, 13-14=2, 13-25=20 Concentrated Loads (lb) Vert: 26=-150 27=-150 19) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-16, 7-13=-10, 14-23=-10 Horz: 1-23=-2, 1-24=-19, 1-7=-4, 7-13=10, 13-14=-11, 13-25=20 Concentrated Loads (lb) Vert: 26=-150 27=-150 20) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-7=-20, 7-13=-20, 14-23=-10 Concentrated Loads (lb) Vert: 26=-150 27=-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: 1-7=-65, 7-13=-70, 14-23=-10 Horz: 1-23=11, 1-24=22, 1-7=-7, 7-13=3, 13-14=3, 13-25=15 Concentrated Loads (lb) Vert: 26=-150 27=-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: 1-7=-70, 7-13=-65, 14-23=-10 Horz: 1-23=-3, 1-24=-15, 1-7=-3, 7-13=7, 13-14=-11, 13-25=-22 Concentrated Loads (lb) Vert: 26=-150 27=-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: 1-7=-65, 7-13=-70, 14-23=-10 Horz: 1-23=8, 1-24=-15, 1-7=-7, 7-13=3, 13-14=2, 13-25=15 Concentrated Loads (lb) Vert: 26=-150 27=-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: 1-7=-70, 7-13=-65, 14-23=-10 Horz: 1-23=-2, 1-24=-15, 1-7=-3, 7-13=7, 13-14=-8, 13-25=15 Concentrated Loads (lb) Vert: 26=-150 27=-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: 1-7=-43, 7-13=-47, 14-23=-10 Horz: 1-23=11, 1-24=22, 1-7=-7, 7-13=3, 13-14=3, 13-25=15 Concentrated Loads (lb) Vert: 26=-150 27=-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: 1-7=-47, 7-13=-43, 14-23=-10 Horz: 1-23=-3, 1-24=-15, 1-7=-3, 7-13=7, 13-14=-11, 13-25=-22 Concentrated Loads (lb) Vert: 26=-150 27=-150 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: 1-7=-43, 7-13=-47, 14-23=-10 Horz: 1-23=8, 1-24=-15, 1-7=-7, 7-13=3, 13-14=2, 13-25=15 Continued on page 4 Job 237346 Truss A01 Truss Type COMMON Qty 8 Ply 1 Sterling Medical Job Reference (optional) Run: 8.630 s Apr 20 2023 Print: 8.630 s Apr 20 2023 MiTek Industries, Inc. Tue Nov 28 16:26:20 2023 Page 4 Inteframe Components, LLC, Nampa, ID - 83687 ID:b76HOc0MSSki7C4By3c6bmySphx-L6bF3To9dSmMg_JNCJ_PXvp3PmMuaTDojSNRolyEanX LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 26=-150 27=-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: 1-7=-47, 7-13=-43, 14-23=-10 Horz: 1-23=-2, 1-24=-15, 1-7=-3, 7-13=7, 13-14=-8, 13-25=15 Concentrated Loads (lb) Vert: 26=-150 27=-150 29) Dead + Minimum Snow: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-60, 7-13=-60, 14-23=-10 Concentrated Loads (lb) Vert: 26=-150 27=-150 30) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-25, 7-13=-25, 14-23=-6 Horz: 1-23=16, 1-24=33, 1-7=16, 7-13=-16, 13-14=16, 13-25=33 Concentrated Loads (lb) Vert: 26=-150 27=-150 31) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=8, 7-13=8, 14-23=-6 Horz: 1-23=16, 1-24=33, 1-7=-16, 7-13=16, 13-14=16, 13-25=33 Concentrated Loads (lb) Vert: 26=-150 27=-150 32) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-60, 7-13=-20, 14-23=-10 Concentrated Loads (lb) Vert: 26=-150 27=-150 33) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-20, 7-13=-60, 14-23=-10 Concentrated Loads (lb) Vert: 26=-150 27=-150 34) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-50, 7-13=-20, 14-23=-10 Concentrated Loads (lb) Vert: 26=-150 27=-150 35) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-20, 7-13=-50, 14-23=-10 Concentrated Loads (lb) Vert: 26=-150 27=-150 Job 237346 Truss B01A Truss Type COMMON Qty 14 Ply 1 Sterling Medical Job Reference (optional) Run: 8.630 s Apr 20 2023 Print: 8.630 s Apr 20 2023 MiTek Industries, Inc. Tue Nov 28 16:26:21 2023 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:b76HOc0MSSki7C4By3c6bmySphx-pI9dGppnOluDI8uZm0Ve36LLOAjDJw_yy66?LByEanW Scale = 1:81.6 W1 T2 T2 W1 B1 W4 W7 W11 W7 W4 W3 W2W3W2 T1 T1 B4B3B2 W5 W6 W6 W5 W12 W13W9W8W10 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 25 24 23 22 21 20 19 18 17 16 26 27 28 29 6x8 5x6 5x6 6x8 6x12 MT20HS 2x4 8x10 4x5 5x6 8x12 MT20HS 2x4 6x8 2x4 8x10 5x12 5x12 3x6 3x6 6x12 MT20HS 4x8 4x8 4x5 2x4 4x8 7x8 8-2-5 8-2-5 16-1-3 7-10-13 20-3-6 4-2-4 24-0-0 3-8-10 31-10-13 7-10-13 39-9-11 7-10-13 48-0-0 8-2-5 4-2-6 4-2-6 8-2-5 3-11-15 11-9-7 3-7-1 16-1-3 4-3-12 20-3-6 4-2-4 24-0-0 3-8-10 27-8-10 3-8-10 31-10-13 4-2-4 36-2-9 4-3-12 39-9-11 3-7-1 43-9-10 3-11-15 48-0-0 4-2-6 2-10-2 3-4-05-0-0 2-10-2 0.25 12 0-3-12 0-2-4 0-3-4 0-2-4 Plate Offsets (X,Y)-- [2:0-3-4,0-2-4], [14:0-3-12,0-2-4], [20:0-6-0,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 0.42 0.86 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -1.06 -1.59 0.27 0.33 (loc) 20 20 16 20 l/defl >539 >360 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 312 lb FT = 15% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x6 DF SS BOT CHORD 2x6 DF SS WEBS 2x4 DF Stud *Except* W1: 2x6 DF SS, W3,W6: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-6-10 oc bracing. WEBS 1 Row at midpt 14-16, 2-25 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 25=2523/0-5-8 (min. 0-2-11), 16=2431/0-5-8 (min. 0-2-9) Max Horz25=-157(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-295/173, 2-3=-6634/609, 3-28=-6634/611, 4-28=-6627/614, 4-5=-9874/868, 5-29=-9871/868, 6-29=-9868/870, 6-7=-10315/1040, 7-8=-10315/1043, 8-9=-10245/1087, 9-10=-9557/1183, 10-11=-9553/1181, 11-12=-9557/1181, 12-13=-6343/903, 13-14=-6344/900, 14-15=-291/177 BOT CHORD 24-25=-652/3465, 23-24=-903/8613, 22-23=-903/8613, 21-22=-1054/9869, 20-21=-1264/10240, 19-20=-1313/10170, 18-19=-1096/8224, 17-18=-1096/8224, 16-17=-438/3330 WEBS 3-24=-390/70, 6-22=-745/177, 10-19=-374/95, 13-17=-369/98, 14-17=-460/3459, 14-16=-3882/553, 2-24=-275/3638, 2-25=-4039/400, 4-24=-2398/214, 4-22=-259/1499, 12-19=-173/1585, 12-17=-2278/324, 9-20=-243/440, 9-19=-744/86, 7-21=-332/93, 6-21=-278/526, 8-21=-257/429 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) Continued on page 2 Job 237346 Truss B01A Truss Type COMMON Qty 14 Ply 1 Sterling Medical Job Reference (optional) Run: 8.630 s Apr 20 2023 Print: 8.630 s Apr 20 2023 MiTek Industries, Inc. Tue Nov 28 16:26:21 2023 Page 2 Inteframe Components, LLC, Nampa, ID - 83687 ID:b76HOc0MSSki7C4By3c6bmySphx-pI9dGppnOluDI8uZm0Ve36LLOAjDJw_yy66?LByEanW LOAD CASE(S) 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-90, 8-15=-90, 16-25=-10 Concentrated Loads (lb) Vert: 28=-100 29=-100 2) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-60, 8-15=-60, 16-25=-10 Concentrated Loads (lb) Vert: 28=-100 29=-100 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, 16-25=-10 Concentrated Loads (lb) Vert: 28=-100 29=-100 4) Dead + 0.75 Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-72, 8-15=-72, 16-25=-10 Concentrated Loads (lb) Vert: 28=-100 29=-100 5) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-20, 8-15=-20, 16-25=-30 Concentrated Loads (lb) Vert: 28=-100 29=-100 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, 16-25=-6 Horz: 1-25=16, 1-26=65, 1-8=-30, 8-15=30, 15-16=25, 15-27=41 Concentrated Loads (lb) Vert: 28=-100 29=-100 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, 16-25=-6 Horz: 1-25=-25, 1-26=-41, 1-8=-30, 8-15=30, 15-16=-16, 15-27=-65 Concentrated Loads (lb) Vert: 28=-100 29=-100 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, 16-25=-10 Horz: 1-25=23, 1-26=65, 1-8=7, 8-15=-7, 15-16=18, 15-27=41 Concentrated Loads (lb) Vert: 28=-100 29=-100 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, 16-25=-10 Horz: 1-25=-18, 1-26=-41, 1-8=7, 8-15=-7, 15-16=-23, 15-27=-65 Concentrated Loads (lb) Vert: 28=-100 29=-100 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, 16-25=-6 Horz: 1-25=7, 1-26=30, 1-8=-17, 8-15=11, 15-16=11, 15-27=20 Concentrated Loads (lb) Vert: 28=-100 29=-100 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, 16-25=-6 Horz: 1-25=-11, 1-26=-20, 1-8=-11, 8-15=17, 15-16=-7, 15-27=-30 Concentrated Loads (lb) Vert: 28=-100 29=-100 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, 16-25=-10 Horz: 1-25=14, 1-26=30, 1-8=-10, 8-15=4, 15-16=4, 15-27=20 Concentrated Loads (lb) Vert: 28=-100 29=-100 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, 16-25=-10 Horz: 1-25=-4, 1-26=-20, 1-8=-4, 8-15=10, 15-16=-14, 15-27=-30 Concentrated Loads (lb) Vert: 28=-100 29=-100 14) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-8=8, 8-15=2, 16-25=-6 Horz: 1-25=4, 1-26=-20, 1-8=-17, 8-15=11, 15-16=9, 15-27=20 Continued on page 3 Job 237346 Truss B01A Truss Type COMMON Qty 14 Ply 1 Sterling Medical Job Reference (optional) Run: 8.630 s Apr 20 2023 Print: 8.630 s Apr 20 2023 MiTek Industries, Inc. Tue Nov 28 16:26:21 2023 Page 3 Inteframe Components, LLC, Nampa, ID - 83687 ID:b76HOc0MSSki7C4By3c6bmySphx-pI9dGppnOluDI8uZm0Ve36LLOAjDJw_yy66?LByEanW LOAD CASE(S) Concentrated Loads (lb) Vert: 28=-100 29=-100 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, 16-25=-6 Horz: 1-25=-9, 1-26=-20, 1-8=-11, 8-15=17, 15-16=-4, 15-27=20 Concentrated Loads (lb) Vert: 28=-100 29=-100 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, 16-25=-6 Horz: 1-25=4, 1-26=-20, 1-8=-17, 8-15=11, 15-16=9, 15-27=20 Concentrated Loads (lb) Vert: 28=-100 29=-100 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, 16-25=-6 Horz: 1-25=-9, 1-26=-20, 1-8=-11, 8-15=17, 15-16=-4, 15-27=20 Concentrated Loads (lb) Vert: 28=-100 29=-100 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, 16-25=-10 Horz: 1-25=11, 1-26=-20, 1-8=-10, 8-15=4, 15-16=2, 15-27=20 Concentrated Loads (lb) Vert: 28=-100 29=-100 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, 16-25=-10 Horz: 1-25=-2, 1-26=-20, 1-8=-4, 8-15=10, 15-16=-11, 15-27=20 Concentrated Loads (lb) Vert: 28=-100 29=-100 20) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-8=-20, 8-15=-20, 16-25=-10 Concentrated Loads (lb) Vert: 28=-100 29=-100 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, 16-25=-10 Horz: 1-25=11, 1-26=22, 1-8=-7, 8-15=3, 15-16=3, 15-27=15 Concentrated Loads (lb) Vert: 28=-100 29=-100 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, 16-25=-10 Horz: 1-25=-3, 1-26=-15, 1-8=-3, 8-15=7, 15-16=-11, 15-27=-22 Concentrated Loads (lb) Vert: 28=-100 29=-100 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, 16-25=-10 Horz: 1-25=8, 1-26=-15, 1-8=-7, 8-15=3, 15-16=2, 15-27=15 Concentrated Loads (lb) Vert: 28=-100 29=-100 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, 16-25=-10 Horz: 1-25=-2, 1-26=-15, 1-8=-3, 8-15=7, 15-16=-8, 15-27=15 Concentrated Loads (lb) Vert: 28=-100 29=-100 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, 16-25=-10 Horz: 1-25=11, 1-26=22, 1-8=-7, 8-15=3, 15-16=3, 15-27=15 Concentrated Loads (lb) Vert: 28=-100 29=-100 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, 16-25=-10 Horz: 1-25=-3, 1-26=-15, 1-8=-3, 8-15=7, 15-16=-11, 15-27=-22 Concentrated Loads (lb) Vert: 28=-100 29=-100 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, 16-25=-10 Horz: 1-25=8, 1-26=-15, 1-8=-7, 8-15=3, 15-16=2, 15-27=15 Continued on page 4 Job 237346 Truss B01A Truss Type COMMON Qty 14 Ply 1 Sterling Medical Job Reference (optional) Run: 8.630 s Apr 20 2023 Print: 8.630 s Apr 20 2023 MiTek Industries, Inc. Tue Nov 28 16:26:21 2023 Page 4 Inteframe Components, LLC, Nampa, ID - 83687 ID:b76HOc0MSSki7C4By3c6bmySphx-pI9dGppnOluDI8uZm0Ve36LLOAjDJw_yy66?LByEanW LOAD CASE(S) Concentrated Loads (lb) Vert: 28=-100 29=-100 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, 16-25=-10 Horz: 1-25=-2, 1-26=-15, 1-8=-3, 8-15=7, 15-16=-8, 15-27=15 Concentrated Loads (lb) Vert: 28=-100 29=-100 29) Dead + Minimum Snow: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-60, 8-15=-60, 16-25=-10 Concentrated Loads (lb) Vert: 28=-100 29=-100 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, 16-25=-6 Horz: 1-25=16, 1-26=33, 1-8=16, 8-15=-16, 15-16=16, 15-27=33 Concentrated Loads (lb) Vert: 28=-100 29=-100 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, 16-25=-6 Horz: 1-25=16, 1-26=33, 1-8=-16, 8-15=16, 15-16=16, 15-27=33 Concentrated Loads (lb) Vert: 28=-100 29=-100 32) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-60, 8-15=-20, 16-25=-10 Concentrated Loads (lb) Vert: 28=-100 29=-100 33) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-20, 8-15=-60, 16-25=-10 Concentrated Loads (lb) Vert: 28=-100 29=-100 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, 16-25=-10 Concentrated Loads (lb) Vert: 28=-100 29=-100 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, 16-25=-10 Concentrated Loads (lb) Vert: 28=-100 29=-100 Job 237346 Truss B01G Truss Type COMMON Qty 2 Ply 2 Sterling Medical Job Reference (optional) Run: 8.630 s Apr 20 2023 Print: 8.630 s Apr 20 2023 MiTek Industries, Inc. Tue Nov 28 16:26:23 2023 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:b76HOc0MSSki7C4By3c6bmySphx-lhHOhVr1wN9xXS2ytRX68XRkszMPnooFQQb6P4yEanU Scale = 1:81.6 W1 T2 T2 W1 B1 W4 W7 W11 W7 W4 W3 W2W3W2 T1 T1 B4B3B2 W5 W6 W6 W5 W12 W13W9W8W10 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 25 24 23 22 21 20 19 18 17 16 26 27 28 29 5x6 4x6 4x6 4x6 6x12 MT20HS 2x4 6x8 4x5 4x5 7x10 MT20HS 2x4 5x8 2x4 6x8 4x12 5x10 3x6 3x6 6x8 4x8 4x8 4x5 2x4 4x8 6x8 8-2-5 8-2-5 16-1-3 7-10-13 20-3-6 4-2-4 24-0-0 3-8-10 31-10-13 7-10-13 39-9-11 7-10-13 48-0-0 8-2-5 4-2-6 4-2-6 8-2-5 3-11-15 11-9-7 3-7-1 16-1-3 4-3-12 20-3-6 4-2-4 24-0-0 3-8-10 27-8-10 3-8-10 31-10-13 4-2-4 36-2-9 4-3-12 39-9-11 3-7-1 43-9-10 3-11-15 48-0-0 4-2-6 2-10-2 3-4-05-0-0 2-10-2 0.25 12 0-3-0 0-2-0 0-4-8 0-2-4 Plate Offsets (X,Y)-- [2:0-2-4,0-2-8], [20:0-5-0,0-4-8], [24:0-3-0,0-2-0] 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 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.23 1.00 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.71 -1.01 0.17 0.21 (loc) 20-21 20-21 16 20-21 l/defl >803 >566 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 624 lb FT = 15% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x6 DF SS BOT CHORD 2x6 DF SS WEBS 2x4 DF Stud *Except* W1: 2x6 DF SS BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 25=3724/0-5-8 (min. 0-2-0), 16=2714/0-5-8 (min. 0-1-8) Max Horz25=-157(LC 42) Max Uplift25=-108(LC 10), 16=-44(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-289/183, 2-3=-10497/1311, 3-4=-10494/1314, 4-5=-13354/1703, 5-6=-13350/1704, 6-7=-13032/1732, 7-8=-13032/1734, 8-9=-12579/1672, 9-10=-11195/1596, 10-11=-11191/1594, 11-12=-11195/1594, 12-13=-7210/1122, 13-14=-7211/1120, 14-15=-293/180 BOT CHORD 25-28=-985/5322, 24-28=-985/5322, 24-29=-1760/12241, 23-29=-1760/12241, 22-23=-1760/12241, 21-22=-1888/13348, 20-21=-1850/12576, 19-20=-1819/12187, 18-19=-1414/9490, 17-18=-1414/9490, 16-17=-544/3755 WEBS 3-24=-282/110, 6-22=-568/350, 8-20=-308/101, 10-19=-368/95, 13-17=-351/96, 14-17=-590/3968, 14-16=-4381/678, 2-24=-698/5943, 2-25=-6289/791, 4-24=-2116/452, 4-22=-309/1321, 12-19=-286/2028, 12-17=-2761/443, 9-20=-53/690, 9-19=-1200/198, 7-21=-360/85, 6-21=-624/537, 8-21=-104/727 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. 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 Job 237346 Truss B01G Truss Type COMMON Qty 2 Ply 2 Sterling Medical Job Reference (optional) Run: 8.630 s Apr 20 2023 Print: 8.630 s Apr 20 2023 MiTek Industries, Inc. Tue Nov 28 16:26:23 2023 Page 2 Inteframe Components, LLC, Nampa, ID - 83687 ID:b76HOc0MSSki7C4By3c6bmySphx-lhHOhVr1wN9xXS2ytRX68XRkszMPnooFQQb6P4yEanU NOTES- 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 108 lb uplift at joint 25 and 44 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) 441 lb down and 64 lb up at 7-5-4, and 1243 lb down and 43 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, 16-25=-10 Concentrated Loads (lb) Vert: 28=-441(F) 29=-1243(F) Job 237346 Truss BP1 Truss Type BLOCKING SUPPORTED Qty 36 Ply 1 Sterling Medical Job Reference (optional) Run: 8.630 s Apr 20 2023 Print: 8.630 s Apr 20 2023 MiTek Industries, Inc. Tue Nov 28 16:26:24 2023 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:b76HOc0MSSki7C4By3c6bmySphx-DtrmursfhgHo9bd8R92LhlzvrNw?WQoOe4LfxWyEanT Scale = 1:12.8 W1 T1 W1 B1 W2 1 2 4 3 6x8 2x4 3x6 3x4 1-10-8 1-10-8 1-10-8 1-10-8 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 0.09 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: 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 4=79/1-10-8 (min. 0-1-8), 3=79/1-10-8 (min. 0-1-8) Max Horz4=31(LC 45) Max Uplift4=-619(LC 38), 3=-619(LC 41) Max Grav4=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=-511/525, 2-3=-625/688 BOT CHORD 3-4=-518/508 WEBS 2-4=-875/840 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 1-10-8 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. LOAD CASE(S) Standard Job 237346 Truss BP2 Truss Type BLOCKING SUPPORTED Qty 54 Ply 1 Sterling Medical Job Reference (optional) Run: 8.630 s Apr 20 2023 Print: 8.630 s Apr 20 2023 MiTek Industries, Inc. Tue Nov 28 16:26:25 2023 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:b76HOc0MSSki7C4By3c6bmySphx-h3P86BsIS_PfnlCK?saaEyW2hnGCFsuXtk4CUyyEanS Scale = 1:17.0 W1 T1 W1 B1 W2 1 2 4 35 6x8 2x4 3x6 3x4 1-10-8 1-10-8 1-10-8 1-10-8 2-10-0 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 0.34 0.09 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: 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 4=79/1-10-8 (min. 0-1-8), 3=79/1-10-8 (min. 0-1-8) Max Horz4=-76(LC 39) Max Uplift4=-928(LC 38), 3=-928(LC 41) Max Grav4=942(LC 45), 3=942(LC 42) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-517/537, 2-3=-934/1028 BOT CHORD 4-5=-536/521 WEBS 2-4=-1159/1091 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 1-4-1 for 490.1 plf. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 237346 Truss C01 Truss Type COMMON Qty 1 Ply 1 Sterling Medical Job Reference (optional) Run: 8.630 s Apr 20 2023 Print: 8.630 s Apr 20 2023 MiTek Industries, Inc. Tue Nov 28 16:26:26 2023 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:b76HOc0MSSki7C4By3c6bmySphx-AGyWJXtwDIXWOvnWYa5pmA3BcBQC_BZh6Oqm0OyEanR Scale = 1:62.5 W1 T1 T2 W13 B1 W4 W5 W6 W7 W8 W9 W10 T3 B2B2 W2 W11 W12W3 SB1 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 4x10 2x4 4x8 4x6 5x6 WB 5x6 4x6 6x8 5x8 4x5 4x6 4x6 6x8 3x6 4x12 MT20HS 4x6 4x12 6-10-0 6-10-0 13-4-8 6-6-8 21-3-5 7-10-13 29-2-3 7-10-13 37-4-8 8-2-5 3-3-12 3-3-12 6-10-0 3-6-4 13-4-8 6-6-8 21-3-5 7-10-13 29-2-3 7-10-13 33-2-6 4-0-3 37-4-8 4-2-2 3-0-10 3-4-0 2-7-4 5-0-0 2-10-2 0.25 12 0-3-8 Plate Offsets (X,Y)-- [11:0-3-8,0-3-0] 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 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.46 0.87 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.52 -0.76 0.18 0.16 (loc) 13-14 13-14 10 13-14 l/defl >848 >584 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 212 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* W1,W13: 2x6 DF SS, W7,W9: 2x4 DF No.2 OTHERS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-6-4 oc bracing. WEBS 1 Row at midpt 5-14, 8-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 17=1846/Mechanical, 10=1846/0-5-8 (min. 0-2-0) Max Horz17=-117(LC 12) Max Uplift17=-3(LC 10), 10=-36(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-19=-3631/602, 3-19=-3626/603, 3-4=-5365/911, 4-5=-5367/911, 5-6=-6122/1080, 6-7=-6129/1079, 7-20=-4499/850, 8-20=-4504/850, 8-9=-281/176 BOT CHORD 16-17=-512/1889, 15-16=-761/3629, 14-15=-761/3629, 13-14=-1072/6120, 12-13=-741/4502, 11-12=-741/4502, 10-11=-440/2686 WEBS 3-16=-1295/265, 3-14=-331/1883, 4-14=-400/118, 5-14=-817/184, 5-13=-464/159, 7-13=-348/1705, 7-11=-1164/265, 2-17=-2468/444, 8-11=-380/2202, 8-10=-3029/533, 2-16=-364/2207 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 3 lb uplift at joint 17 and 36 lb uplift at joint 10. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 237346 Truss D01 Truss Type Roof Special Qty 3 Ply 1 Sterling Medical Job Reference (optional) Run: 8.630 s Apr 20 2023 Print: 8.630 s Apr 20 2023 MiTek Industries, Inc. Tue Nov 28 16:26:27 2023 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:b76HOc0MSSki7C4By3c6bmySphx-eSWuXtuY_bfN03Lj6Hc2JNbLEboqjb4qK2ZJYryEanQ Scale = 1:46.7 W1 T1 W9 B1 W2 W3 W4 W5 W6 W7 W8 T2 B2 1 2 3 4 5 6 12 11 10 9 8 7 13 14 15 5x10 6x8 5x6 7x10 4x6 6x12 MT20HS 6x8 5x6 5x6 4x5 4x5 7x10 7-3-2 7-3-2 14-2-12 6-11-10 21-2-6 6-11-10 28-5-8 7-3-2 7-3-2 7-3-2 14-2-12 6-11-10 21-2-6 6-11-10 28-5-8 7-3-2 2-1-0 5-0-0 1-0-10 1-6-0 0.25 12 0-2-80-2-0 0-3-8 0-2-4 Plate Offsets (X,Y)-- [2:0-4-0,0-2-0], [6:0-5-0,0-2-8], [7:Edge,0-2-0], [8:0-3-8,0-2-4] 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 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.53 0.72 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.77 -1.10 0.10 0.27 (loc) 8-9 8-9 7 8-9 l/defl >435 >304 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 171 lb FT = 15% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x6 DF SS BOT CHORD 2x6 DF SS WEBS 2x4 DF Stud *Except* W1,W9: 2x6 DF SS, W2,W8: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-11-11 oc bracing. WEBS 1 Row at midpt 3-11 2 Rows at 1/3 pts 2-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 12=1400/0-5-8 (min. 0-1-8), 7=1400/0-5-8 (min. 0-1-8) Max Horz12=-122(LC 12) Max Uplift12=-24(LC 15), 7=-42(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-337/110, 1-14=-537/335, 2-14=-539/334, 2-3=-4977/1163, 3-4=-7190/1514, 4-5=-7198/1513, 5-15=-5862/1197, 6-15=-5872/1197, 6-7=-1259/285 BOT CHORD 11-12=-1166/4971, 10-11=-1522/7192, 9-10=-1522/7192, 8-9=-1210/5862, 7-8=-181/838 WEBS 2-12=-4696/960, 2-11=-45/445, 3-11=-2261/518, 5-9=-316/1349, 5-8=-804/225, 6-8=-1041/5079 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 24 lb uplift at joint 12 and 42 lb uplift at joint 7. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 237346 Truss D01A Truss Type Roof Special Qty 14 Ply 1 Sterling Medical Job Reference (optional) Run: 8.630 s Apr 20 2023 Print: 8.630 s Apr 20 2023 MiTek Industries, Inc. Tue Nov 28 16:26:28 2023 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:b76HOc0MSSki7C4By3c6bmySphx-6e4HkDvAlvnEeDwvg_7Hrb8Uc_8eS26_ZiJt4HyEanP Scale = 1:39.9 W1 T1 W11 B1 W2 W3 W4 W5 W8 T2 B2 W6 W7 W9 W10 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 16 17 18 4x8 4x6 5x16 2x4 4x6 7x10 MT20HS 7x8 5x6 5x6 3x4 1.5x4 4x12 3x10 6-3-2 6-3-2 12-2-12 5-11-10 18-2-6 5-11-10 24-5-8 6-3-2 6-3-2 6-3-2 12-2-12 5-11-10 14-11-6 2-8-10 18-2-6 3-3-0 21-1-11 2-11-5 24-5-8 3-3-13 2-0-0 5-0-0 1-2-10 1-6-0 0.25 12 0-3-8 0-5-8 0-3-0 Plate Offsets (X,Y)-- [1:0-2-15,Edge], [2:0-3-8,Edge], [5:0-5-8,0-3-0] 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 0.68 0.74 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.42 -0.74 0.09 0.16 (loc) 11 10-11 9 11 l/defl >691 >391 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 132 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* W1,W11: 2x6 DF SS BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-14, 3-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 14=1330/0-5-8 (min. 0-1-8), 9=1570/0-5-8 (min. 0-1-11) Max Horz14=-122(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-254/94, 1-16=-516/309, 2-16=-517/308, 2-3=-4159/461, 3-4=-6279/135, 4-5=-5538/0, 5-6=-5547/0, 6-17=-5541/0, 17-18=-5542/0, 7-18=-5549/0 BOT CHORD 13-14=-467/4153, 12-13=-145/6275, 11-12=-145/6275, 10-11=0/6406, 9-10=0/3613 WEBS 2-14=-4025/311, 2-13=0/477, 3-13=-2178/0, 3-11=0/272, 6-10=-414/0, 4-11=-483/0, 4-10=-949/160, 7-10=0/2082, 7-9=-3657/0 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: 5=-250 18=-250 Continued on page 2 Job 237346 Truss D01A Truss Type Roof Special Qty 14 Ply 1 Sterling Medical Job Reference (optional) Run: 8.630 s Apr 20 2023 Print: 8.630 s Apr 20 2023 MiTek Industries, Inc. Tue Nov 28 16:26:28 2023 Page 2 Inteframe Components, LLC, Nampa, ID - 83687 ID:b76HOc0MSSki7C4By3c6bmySphx-6e4HkDvAlvnEeDwvg_7Hrb8Uc_8eS26_ZiJt4HyEanP 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: 5=-250 18=-250 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: 5=-250 18=-250 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: 5=-250 18=-250 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: 5=-250 18=-250 6) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-16=30, 16-17=26, 8-17=30, 9-14=-6 Horz: 1-14=16, 1-15=65, 1-16=38, 16-17=34, 8-17=38, 8-9=25 Concentrated Loads (lb) Vert: 5=-250 18=-250 7) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-16=30, 16-17=26, 8-17=30, 9-14=-6 Horz: 1-14=-25, 1-15=-41, 1-16=38, 16-17=34, 8-17=38, 8-9=-16 Concentrated Loads (lb) Vert: 5=-250 18=-250 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=23, 1-15=65, 1-8=-7, 8-9=18 Concentrated Loads (lb) Vert: 5=-250 18=-250 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=-18, 1-15=-41, 1-8=-7, 8-9=-23 Concentrated Loads (lb) Vert: 5=-250 18=-250 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: 5=-250 18=-250 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: 5=-250 18=-250 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: 5=-250 18=-250 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: 5=-250 18=-250 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: 5=-250 18=-250 15) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 Job 237346 Truss D01A Truss Type Roof Special Qty 14 Ply 1 Sterling Medical Job Reference (optional) Run: 8.630 s Apr 20 2023 Print: 8.630 s Apr 20 2023 MiTek Industries, Inc. Tue Nov 28 16:26:28 2023 Page 3 Inteframe Components, LLC, Nampa, ID - 83687 ID:b76HOc0MSSki7C4By3c6bmySphx-6e4HkDvAlvnEeDwvg_7Hrb8Uc_8eS26_ZiJt4HyEanP 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: 5=-250 18=-250 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: 5=-250 18=-250 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: 5=-250 18=-250 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: 5=-250 18=-250 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: 5=-250 18=-250 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: 5=-250 18=-250 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=22, 1-8=3, 8-9=3 Concentrated Loads (lb) Vert: 5=-250 18=-250 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=-22, 1-8=7, 8-9=-11 Concentrated Loads (lb) Vert: 5=-250 18=-250 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: 5=-250 18=-250 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: 5=-250 18=-250 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=22, 1-8=3, 8-9=3 Concentrated Loads (lb) Vert: 5=-250 18=-250 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=-22, 1-8=7, 8-9=-11 Concentrated Loads (lb) Vert: 5=-250 18=-250 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: 5=-250 18=-250 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 Continued on page 4 Job 237346 Truss D01A Truss Type Roof Special Qty 14 Ply 1 Sterling Medical Job Reference (optional) Run: 8.630 s Apr 20 2023 Print: 8.630 s Apr 20 2023 MiTek Industries, Inc. Tue Nov 28 16:26:28 2023 Page 4 Inteframe Components, LLC, Nampa, ID - 83687 ID:b76HOc0MSSki7C4By3c6bmySphx-6e4HkDvAlvnEeDwvg_7Hrb8Uc_8eS26_ZiJt4HyEanP LOAD CASE(S) Standard 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: 5=-250 18=-250 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: 5=-250 18=-250 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: 5=-250 18=-250 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: 5=-250 18=-250 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: 5=-250 18=-250 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: 5=-250 18=-250 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: 5=-250 18=-250 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: 5=-250 18=-250 Job 237346 Truss E01 Truss Type Roof Special Qty 1 Ply 1 Sterling Medical Job Reference (optional) Run: 8.630 s Apr 20 2023 Print: 8.630 s Apr 20 2023 MiTek Industries, Inc. Tue Nov 28 16:26:29 2023 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:b76HOc0MSSki7C4By3c6bmySphx-arefyYvoWDv5FNV5EieWOohf5OaWBds7oM2QdjyEanO Scale = 1:28.1 W1 T1 W5 B1 W2 W3 W4 1 2 3 6 5 4 7 8 9 4x6 4x6 4x6 1.5x4 4x5 4x5 7-0-0 7-0-0 14-0-0 7-0-0 7-0-0 7-0-0 14-0-0 7-0-0 2-1-0 5-0-0 1-6-3 1-9-10 0.25 12 Plate Offsets (X,Y)-- [1:0-2-15,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 0.70 0.38 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.14 0.02 0.05 (loc) 5 5 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 69 lb FT = 15% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 WEBS 2x4 DF Stud *Except* W1: 2x6 DF SS BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-10-1 oc bracing. WEBS 1 Row at midpt 2-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 6=681/0-5-8 (min. 0-1-8), 4=681/0-5-8 (min. 0-1-8) Max Horz6=-122(LC 10) Max Uplift4=-39(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-273/128, 1-8=-431/293, 2-8=-433/292, 2-9=-1624/619, 3-9=-1636/618, 3-4=-638/260 BOT CHORD 5-6=-639/1630 WEBS 2-6=-1541/648, 2-5=-278/184, 3-5=-593/1523 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 8-10-4, Corner(3) 8-10-4 to 13-10-4 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 39 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. LOAD CASE(S) Standard Job 237346 Truss F01 Truss Type ROOF SPECIAL Qty 1 Ply 1 Sterling Medical Job Reference (optional) Run: 8.630 s Apr 20 2023 Print: 8.630 s Apr 20 2023 MiTek Industries, Inc. Tue Nov 28 16:26:30 2023 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:b76HOc0MSSki7C4By3c6bmySphx-21C19uwQHW1xtW4InP9lx0DspoxMw45H10oz9AyEanN Scale = 1:26.1 W1 T1 W1 B1 W2 W3 W4 1 2 3 6 5 4 7 8 9 10 4x6 3x6 4x6 2x4 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 5-0-0 2-9-10 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-SH 0.51 0.22 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.04 0.01 0.01 (loc) 5 5-6 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 70 lb FT = 15% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 WEBS 2x4 DF Stud *Except* W1: 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 9-10-2 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 6=577/0-5-8 (min. 0-1-8), 4=577/0-5-8 (min. 0-1-8) Max Horz6=-157(LC 10) Max Uplift6=-19(LC 10), 4=-53(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-10=-748/228, 3-10=-757/227, 3-4=-546/303 BOT CHORD 5-6=-409/753 WEBS 2-6=-766/467, 3-5=-473/754 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 19 lb uplift at joint 6 and 53 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. LOAD CASE(S) Standard Job 237346 Truss G01 Truss Type MONOPITCH Qty 1 Ply 1 Sterling Medical Job Reference (optional) Run: 8.630 s Apr 20 2023 Print: 8.630 s Apr 20 2023 MiTek Industries, Inc. Tue Nov 28 16:26:31 2023 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:b76HOc0MSSki7C4By3c6bmySphx-WDmPMEx22q9oVgfUL7g_TDm5uCEjfahQFgXXhcyEanM Scale = 1:28.4 W1 T1 W3 B1 W2 1 2 4 3 5 2x4 6x8 2x4 4x5 7-4-8 7-4-8 7-4-8 7-4-8 2-10-2 5-0-0 2-6-5 2-11-13 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 0.23 0.40 0.30 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: 47 lb FT = 15% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF SS BOT CHORD 2x4 DF No.2 WEBS 2x4 DF Stud *Except* W1: 2x6 DF SS BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 4=350/0-5-8 (min. 0-1-8), 3=350/Mechanical Max Horz4=117(LC 11) Max Uplift4=-52(LC 10), 3=-32(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-315/276, 2-3=-258/153 BOT CHORD 3-4=-302/332 WEBS 1-3=-327/299 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 52 lb uplift at joint 4 and 32 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. LOAD CASE(S) Standard Job 237346 Truss H01AG Truss Type FLAT GIRDER Qty 1 Ply 1 Sterling Medical Job Reference (optional) Run: 8.630 s Apr 20 2023 Print: 8.630 s Apr 20 2023 MiTek Industries, Inc. Tue Nov 28 16:26:32 2023 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:b76HOc0MSSki7C4By3c6bmySphx-_QKnaayhp8Hf6qEgvqCD0RJFPcd3O5EZUKH4E2yEanL Scale = 1:17.5 W1 T1 W1 B1 W2 1 2 4 35 6 2x4 3x4 1.5x4 4x5 3-8-14 3-8-14 3-8-14 3-8-14 2-11-13 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 0.00 (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 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 4=354/Mechanical, 3=451/Mechanical Max Horz4=46(LC 11) Max Uplift4=-42(LC 10), 3=-54(LC 11) 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 42 lb uplift at joint 4 and 54 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 340 lb down and 42 lb up at 1-11-4 , and 120 lb down and 18 lb up at 3-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + 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=-120(F) Job 237346 Truss H01G Truss Type FLAT GIRDER Qty 1 Ply 1 Sterling Medical Job Reference (optional) Run: 8.630 s Apr 20 2023 Print: 8.630 s Apr 20 2023 MiTek Industries, Inc. Tue Nov 28 16:26:33 2023 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:b76HOc0MSSki7C4By3c6bmySphx-SctAnwzJaRPWk_ptTYjSYerQ9?nH7YSjj_0dmUyEanK Scale = 1:17.9 W1 T1 W1 B1 W2 1 2 4 35 6 2x4 3x4 1.5x4 4x5 3-8-14 3-8-14 3-8-14 3-8-14 3-0-10 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 >827 >577 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 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-6-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 4=1077/Mechanical, 3=1254/Mechanical Max Horz4=-48(LC 10) Max Uplift4=-28(LC 10), 3=-33(LC 11) 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 28 lb uplift at joint 4 and 33 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1836 lb down and 13 lb up at 1-11-4, and 150 lb down and 9 lb up at 3-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + 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=-150(B) Job 237346 Truss J01 Truss Type JACK-CLOSED Qty 1 Ply 1 Sterling Medical Job Reference (optional) Run: 8.630 s Apr 20 2023 Print: 8.630 s Apr 20 2023 MiTek Industries, Inc. Tue Nov 28 16:26:34 2023 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:b76HOc0MSSki7C4By3c6bmySphx-xoRY?GzxKlXNM8O30FEh5sOdYPM_s?ksydmBIxyEanJ Scale = 1:17.9 W1 T1 W3 B1 W2 1 2 3 6 5 4 1.5x4 3x4 1.5x4 3x5 3-0-0 3-0-0 3-0-0 3-0-0 2-11-13 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 0.14 0.04 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 5-6 5-6 5 6 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 6=128/Mechanical, 5=158/Mechanical Max Horz6=49(LC 11) Max Uplift6=-28(LC 10), 5=-19(LC 11) 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 28 lb uplift at joint 6 and 19 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. LOAD CASE(S) Standard