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HomeMy WebLinkAboutAPPROVAL TRUSSES - 20-00489 - Rockwell House - 4 Plex.pdfJob 221936 Truss A1 Truss Type GABLE Qty 1 Ply 1 Holmes 4 Plex Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Tue Apr 19 06:24:28 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:M7HLUrEMygzzK?mhvQc6MmzWTvT-9fFuMcbdVSzj0jiwy7MPCQfoq8d0XcsJBa345HzPDg1 Scale = 1:59.9 W1 T2 T2 W1B1 ST8ST7 ST6 ST5 ST4 ST3 ST2 ST1 ST7 ST6 ST5 ST4 ST3 ST2 ST1 B3B21 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 39 40 41 42 3x6 5x6 4x5 5x6 3x6 3x6 3x6 34-0-0 34-0-0 -2-0-0 2-0-0 17-0-0 17-0-0 34-0-0 17-0-0 36-0-0 2-0-0 0-8-69-2-60-8-66.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-1-8], [17:0-3-0,0-1-8] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-R 0.28 0.05 0.27 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.00 0.01 (loc) 19 19 20 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 205 lb FT = 15% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud OTHERS 2x4 DF Stud *Except* ST8,ST7: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 10-29 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 34-0-0. (lb) - Max Horz38=122(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 38, 20, 31, 32, 33, 34, 35, 36, 37, 28, 26, 25, 24, 23, 22, 21 Max Grav All reactions 250 lb or less at joint(s) 34, 35, 36, 37, 24, 23, 22, 21 except 38=369(LC 19), 20=369(LC 20), 29=250(LC 1), 31=324(LC 19), 32=303(LC 19), 33=272(LC 19), 28=324(LC 20), 26=303(LC 20), 25=272(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-38=-329/205, 9-10=-132/271, 10-11=-132/271, 18-20=-329/205 WEBS 9-31=-284/88, 8-32=-263/100, 11-28=-284/88, 12-26=-263/100 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3E) -2-0-0 to 1-4-13, Exterior(2N) 1-4-13 to 13-7-3, Corner(3R) 13-7-3 to 20-4-13, Exterior(2N) 20-4-13 to 32-7-3, Corner(3E) 32-7-3 to 36-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.00); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 9) Gable studs spaced at 2-0-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 38, 20, 31, 32, 33, 34 , 35, 36, 37, 28, 26, 25, 24, 23, 22, 21. 13) 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 221936 Truss A2 Truss Type Common Qty 22 Ply 1 Holmes 4 Plex Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Tue Apr 19 06:24:30 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:M7HLUrEMygzzK?mhvQc6MmzWTvT-52NenIdu03DRG0sJ4YOtHrl4eyAF?WRceuYBAAzPDg? Scale = 1:59.4 T2 T2 B1 W4 W3 W2 W1 W3 W2 W1HW1 HW1T1 B1B21 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 18 19 20 21 22 23 24 25 26 4x8 4x5 4x8 5x8 4x6 3x8 1.5x4 1.5x4 5x8 4x6 8-7-12 8-7-12 17-0-0 8-4-4 25-4-4 8-4-4 34-0-0 8-7-12 -2-0-0 2-0-0 5-10-5 5-10-5 11-5-3 5-6-13 17-0-0 5-6-13 22-6-13 5-6-13 28-1-11 5-6-13 34-0-0 5-10-5 36-0-0 2-0-0 0-8-69-2-60-8-66.00 12 Plate Offsets (X,Y)-- [2:0-4-7,Edge], [2:2-5-14,0-1-8], [10:0-4-7,Edge], [10:2-5-14,0-1-8] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.52 0.64 0.27 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.33 0.10 0.05 (loc) 12-14 12-14 10 14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 175 lb FT = 15% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* W4,W3: 2x4 DF No.2 SLIDER Left 2x4 DF Stud 3-2-13, Right 2x4 DF Stud 3-2-13 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-14, 5-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1936/0-5-8 (min. 0-2-1), 10=1936/0-5-8 (min. 0-2-1) Max Horz2=108(LC 11) Max Uplift2=-108(LC 12), 10=-108(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-3073/412, 3-17=-2983/415, 3-4=-2954/433, 4-18=-2811/414, 5-18=-2660/426, 5-19=-2026/397, 6-19=-1936/410, 6-20=-1936/410, 7-20=-2026/397, 7-21=-2660/426, 8-21=-2811/414, 8-9=-2954/433, 9-22=-2983/415, 10-22=-3073/412 BOT CHORD 2-16=-259/2636, 16-23=-187/2252, 23-24=-187/2252, 15-24=-187/2252, 14-15=-187/2252, 13-14=-187/2217, 13-25=-187/2217, 25-26=-187/2217, 12-26=-187/2217, 10-12=-259/2584 WEBS 6-14=-177/1393, 7-14=-930/186, 7-12=0/555, 8-12=-293/128, 5-14=-930/186, 5-16=0/554, 4-16=-293/128 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -2-0-0 to 1-4-13, Interior(1) 1-4-13 to 13-7-3, Exterior(2R) 13-7-3 to 20-4-13, Interior(1) 20-4-13 to 32-7-3 , Exterior(2E) 32-7-3 to 36-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.00); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 3x4 MT20 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, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=108, 10=108. 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 221936 Truss A3 Truss Type COMMON Qty 4 Ply 1 Holmes 4 Plex Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Tue Apr 19 06:24:31 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:M7HLUrEMygzzK?mhvQc6MmzWTvT-aEx1?eeWnNLIuARVdFv6q2HFFMVIkzgltYIliczPDg_ Scale = 1:59.4 T2 T2 B1 W4 W3 W2 W1 W3 W2 W1HW1 HW1T1 B1B21 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 18 19 20 21 22 23 24 25 26 4x8 4x5 4x8 5x6 4x6 3x8 1.5x4 1.5x4 5x6 4x6 8-7-12 8-7-12 17-0-0 8-4-4 25-4-4 8-4-4 34-0-0 8-7-12 -2-0-0 2-0-0 5-10-5 5-10-5 11-5-3 5-6-13 17-0-0 5-6-13 22-6-13 5-6-13 28-1-11 5-6-13 34-0-0 5-10-5 36-0-0 2-0-0 0-7-119-1-110-7-116.00 12 Plate Offsets (X,Y)-- [2:2-6-6,0-1-8], [2:0-0-12,0-2-12], [3:0-3-8,0-2-0], [9:0-3-8,0-2-0], [10:0-0-12,0-2-12], [10:2-6-6,0-1-8] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.53 0.65 0.27 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.33 0.11 0.05 (loc) 12-14 12-14 10 14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 174 lb FT = 15% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* W4,W3: 2x4 DF No.2 SLIDER Left 2x4 DF Stud 3-2-8, Right 2x4 DF Stud 3-2-8 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-14, 5-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1936/0-5-8 (min. 0-2-1), 10=1936/0-5-8 (min. 0-2-1) Max Horz2=108(LC 11) Max Uplift2=-109(LC 12), 10=-109(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-3115/416, 3-17=-3015/420, 3-4=-2997/437, 4-18=-2847/417, 5-18=-2695/429, 5-19=-2037/397, 6-19=-1947/410, 6-20=-1947/410, 7-20=-2037/397, 7-21=-2695/429, 8-21=-2847/417, 8-9=-2997/437, 9-22=-3015/420, 10-22=-3115/416 BOT CHORD 2-16=-262/2684, 16-23=-187/2271, 23-24=-187/2271, 15-24=-187/2271, 14-15=-187/2271, 13-14=-187/2235, 13-25=-187/2235, 25-26=-187/2235, 12-26=-187/2235, 10-12=-262/2633 WEBS 6-14=-177/1400, 7-14=-940/187, 7-12=0/577, 8-12=-319/129, 5-14=-940/187, 5-16=0/577, 4-16=-319/129 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -2-0-0 to 1-4-13, Interior(1) 1-4-13 to 13-7-3, Exterior(2R) 13-7-3 to 20-4-13, Interior(1) 20-4-13 to 32-7-3 , Exterior(2E) 32-7-3 to 36-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.00); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 3x4 MT20 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, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=109, 10=109. 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 221936 Truss A4 Truss Type GABLE Qty 2 Ply 2 Holmes 4 Plex Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Tue Apr 19 06:24:33 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:M7HLUrEMygzzK?mhvQc6MmzWTvT-Wd2nPJfmJ_b07UbulgyavTNeO9CqCn92KsnrmVzPDfy Scale = 1:62.9 T2 T2 B1 W1 W2 W3 W4 W9 W10 W6 W8 T1 T1 B3B2 W5 W11 ST10 ST8 ST9 ST7 ST5 ST6 ST3ST4 ST2 ST1 ST11 ST12 ST12 ST13 ST14 ST15 ST16 ST1 W7 O1 1 2 3 4 5 6 7 8 9 10 11 12 13 20 19 18 17 16 15 14 21 22 53 54 55 56 57 58 59 5x6 4x5 5x6 4x5 7x8 WB3x4 3x4 4x5 3x4 4x5 3x4 4x8 6x8 3x6 3x7 3x10 3x7 3x6 3x7 3x6 3x6 3x6 3x6 7-11-14 7-11-14 15-8-4 7-8-6 17-0-0 1-3-12 20-11-0 3-11-0 26-1-12 5-2-12 29-7-10 3-5-14 29-11-2 0-3-8 34-0-0 4-0-14 -2-0-0 2-0-0 5-5-1 5-5-1 10-6-11 5-1-9 15-8-4 5-1-9 17-0-0 1-3-12 21-6-14 4-6-14 26-1-12 4-6-14 29-11-2 3-9-6 34-0-0 4-0-14 36-0-0 2-0-0 0-7-119-1-110-7-116.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-1-8], [11:0-3-0,0-1-8], [12:0-0-0,0-0-2], [22:0-2-8,0-2-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.36 0.58 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.40 -0.59 0.04 0.12 (loc) 16-17 16-17 12 16-17 l/defl >999 >688 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 494 lb FT = 15% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x6 DF SS *Except* B2: 2x8 DF SS WEBS 2x4 DF Stud *Except* W3,W4: 2x4 DF No.2 OTHERS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 22 REACTIONS.(lb/size) 2=2045/0-5-8 (min. 0-1-8), 12=2117/0-5-8 (min. 0-1-8) Max Horz2=-108(LC 10) Max Uplift2=-27(LC 12) Max Grav2=2135(LC 2), 12=2308(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-53=-3362/220, 3-53=-3269/223, 3-4=-3271/239, 4-5=-3147/222, 5-54=-2893/226, 6-54=-2756/243, 6-7=-2089/55, 7-55=-1940/0, 8-55=-1990/0, 8-56=-2831/198, 9-56=-2913/174, 9-10=-2974/115, 10-11=-3766/99, 11-57=-3767/91, 12-57=-3859/82 BOT CHORD 2-20=-92/2919, 20-58=-24/2781, 58-59=-24/2781, 19-59=-24/2781, 18-19=-23/2796, 17-18=0/2597, 16-17=0/2597, 15-16=0/3249, 14-15=0/3276, 12-14=0/3276 WEBS 5-18=-672/163, 18-21=-262/1470, 6-21=-266/1448, 9-16=-345/84, 10-16=-921/104, 21-22=-294/23, 8-22=-1211/247, 7-22=0/1895, 6-22=-1603/391, 10-14=-1/869, 17-22=-637/1032 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -2-0-0 to 1-4-13, Interior(1) 1-4-13 to 13-7-3, Exterior(2R) 13-7-3 to 20-4-13, Interior(1) 20-4-13 to 32-7-3 , Exterior(2E) 32-7-3 to 36-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4) 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. 5) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.00); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 6) Unbalanced snow loads have been considered for this design. 7) This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 8) All plates are 2x4 MT20 unless otherwise indicated. 9) Gable studs spaced at 2-0-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Continued on page 2 Job 221936 Truss A4 Truss Type GABLE Qty 2 Ply 2 Holmes 4 Plex Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Tue Apr 19 06:24:34 2022 Page 2 Inteframe Components, LLC, Nampa, ID - 83687 ID:M7HLUrEMygzzK?mhvQc6MmzWTvT-_pc9dfgO4IjtleA4JNTpRhvp8ZX3xEPCZWWPIxzPDfx NOTES- 11) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 12) Ceiling dead load (5.0 psf) on member(s). 8-9, 21-22, 8-22; Wall dead load (5.0psf) on member(s).9-16, 17-22 13) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 16-17 14) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2. 15) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 16) Attic room checked for L/360 deflection. 17) Studding applied to ply: 1(Front) LOAD CASE(S) Standard Job 221936 Truss A5 Truss Type ATTIC Qty 2 Ply 2 Holmes 4 Plex Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Tue Apr 19 06:24:35 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:M7HLUrEMygzzK?mhvQc6MmzWTvT-S?AXq?h0rbrkMnlHs5_2_uSqOzoNgfhLoAGyqNzPDfw Scale = 1:62.9 T2 T2 B1 W1 W2 W3 W4 W8 W9 W6 W7 T1 T1 B3B2 W5 W10 O1 O2 1 2 3 4 5 6 7 8 9 10 11 12 13 19 18 17 16 15 14 20 21 22 23 24 25 26 27 28 3x6 4x5 3x6 4x5 8x12 MT20HS WB3x4 1.5x4 3x4 8x10 4x5 1.5x4 4x5 3x4 1.5x4 1.5x4 4x5 7x8 WB 4x5 2x4 7-11-14 7-11-14 15-8-4 7-8-6 20-11-0 5-2-12 26-1-12 5-2-12 29-7-10 3-5-14 29-11-2 0-3-8 34-0-0 4-0-14 -2-0-0 2-0-0 5-5-1 5-5-1 10-6-11 5-1-9 15-8-4 5-1-9 17-0-0 1-3-12 21-6-14 4-6-14 26-1-12 4-6-14 29-11-2 3-9-6 34-0-0 4-0-14 36-0-0 2-0-0 0-7-119-1-110-7-116.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-14], [12:0-0-0,0-0-14], [17:0-3-8,0-6-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.15 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.96 0.90 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.64 -0.91 0.06 0.18 (loc) 16-17 16-17 12 16-17 l/defl >631 >444 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 403 lb FT = 15% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x6 DF SS *Except* B2: 2x8 DF SS WEBS 2x4 DF Stud *Except* W3,W4: 2x4 DF No.2 OTHERS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 21 REACTIONS.(lb/size) 2=2355/0-5-8 (min. 0-1-8), 12=2604/0-5-8 (min. 0-1-10) Max Horz2=-108(LC 10) Max Uplift2=-43(LC 12), 12=-11(LC 13) Max Grav2=2598(LC 2), 12=3025(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-22=-4178/342, 3-22=-4085/345, 3-4=-4089/361, 4-5=-3971/345, 5-23=-4097/382, 6-23=-3960/399, 6-7=-2361/300, 7-24=-2292/224, 8-24=-2341/211, 8-25=-3868/374, 9-25=-3995/353, 9-10=-4253/285, 10-11=-5179/325, 11-26=-5177/316, 12-26=-5270/309 BOT CHORD 2-19=-199/3658, 19-27=-145/3720, 27-28=-145/3720, 18-28=-145/3720, 17-18=-145/3746, 16-17=-96/3685, 15-16=-166/4483, 14-15=-170/4517, 12-14=-170/4517 WEBS 5-19=-503/79, 5-17=-508/266, 17-20=-104/2420, 6-20=-56/2401, 9-16=-242/559, 10-16=-1129/128, 20-21=-356/62, 8-21=-1690/198, 7-21=-159/2200, 6-21=-2612/236, 10-14=-60/978 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -2-0-0 to 1-4-13, Interior(1) 1-4-13 to 13-7-3, Exterior(2R) 13-7-3 to 20-4-13, Interior(1) 20-4-13 to 32-7-3 , Exterior(2E) 32-7-3 to 36-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.00); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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, with BCDL = 10.0psf. 10) Ceiling dead load (5.0 psf) on member(s). 8-9, 20-21, 8-21; Wall dead load (5.0psf) on member(s).17-20, 9-16 Continued on page 2 Job 221936 Truss A5 Truss Type ATTIC Qty 2 Ply 2 Holmes 4 Plex Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Tue Apr 19 06:24:36 2022 Page 2 Inteframe Components, LLC, Nampa, ID - 83687 ID:M7HLUrEMygzzK?mhvQc6MmzWTvT-wCkw2Lhecvzb_xJTQoVHX6??8N8cP6wU0q?WMpzPDfv NOTES- 11) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 16-17 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 12. 13) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 14) Attic room checked for L/360 deflection. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-7=-84, 7-8=-84, 8-9=-94, 9-13=-84, 2-17=-20, 16-17=-105, 12-16=-20, 8-20=-10 Drag: 17-20=-10, 9-16=-10 Job 221936 Truss A6 Truss Type GABLE Qty 1 Ply 1 Holmes 4 Plex Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Tue Apr 19 06:24:37 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:M7HLUrEMygzzK?mhvQc6MmzWTvT-OOIIFhiHND5Sc5uf_W0W3JXIBma38eBeFUl3vGzPDfu Scale = 1:61.0 T2 T2 B1 W4 W3 W2 W1 W3 W2 W1HW1 HW1 ST8 ST9 ST6 ST7ST5ST4ST2 ST3 ST1 ST8 ST6 T1 B1B21 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 36 37 38 39 40 41 42 43 44 45 4x8 4x5 4x8 3x5 3x4 3x4 3x6 3x8 3x4 3x4 3x5 3x4 4x6 3x4 3x4 3x7 3x7 3x4 3x4 3x7 3x6 8-7-12 8-7-12 12-8-0 4-0-4 17-0-0 4-4-0 25-4-4 8-4-4 34-0-0 8-7-12 -2-0-0 2-0-0 5-10-5 5-10-5 11-5-3 5-6-13 17-0-0 5-6-13 22-6-13 5-6-13 28-1-11 5-6-13 34-0-0 5-10-5 36-0-0 2-0-0 0-8-69-2-60-8-66.00 12 Plate Offsets (X,Y)-- [2:0-3-3,0-0-4], [2:2-5-14,0-1-8], [10:0-3-11,0-1-0], [10:2-5-14,0-1-8] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.50 0.56 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.23 0.03 0.02 (loc) 12-14 12-14 10 10-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 225 lb FT = 15% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* W4,W3: 2x4 DF No.2 OTHERS 2x4 DF Stud SLIDER Left 2x4 DF Stud 3-2-13, Right 2x4 DF Stud 3-2-13 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-14, 5-18 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 12-11-8 except (jt=length) 10=0-5-8, 16=0-3-8, 16=0-3-8. (lb) - Max Horz2=108(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 19 except 18=-181(LC 12), 10=-108(LC 13) Max Grav All reactions 250 lb or less at joint(s) 17, 19, 20, 16, 16 except 2=426(LC 19), 18=1933(LC 1), 10=1463(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-36=-87/352, 3-36=0/368, 3-4=0/416, 4-37=-19/474, 5-37=0/629, 5-38=-849/255, 6-38=-734/268, 6-39=-762/268, 7-39=-943/255, 7-40=-1628/288, 8-40=-1803/285, 8-9=-1996/297, 9-41=-2013/280, 10-41=-2118/276 BOT CHORD 2-20=-319/97, 19-20=-319/97, 18-19=-319/97, 18-42=0/330, 17-42=0/330, 16-17=0/330, 16-43=0/330, 15-43=0/330, 14-15=0/330, 13-14=-62/1332, 13-44=-62/1332, 44-45=-62/1332, 12-45=-62/1332, 10-12=-141/1743 WEBS 6-14=-50/331, 7-14=-966/189, 7-12=0/625, 8-12=-355/129, 5-14=-3/788, 5-18=-1677/302, 4-18=-461/153 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -2-0-0 to 1-4-13, Interior(1) 1-4-13 to 13-7-3, Exterior(2R) 13-7-3 to 20-4-13, Interior(1) 20-4-13 to 32-7-3 , Exterior(2E) 32-7-3 to 36-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.00); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 2-0-0 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, with BCDL = 10.0psf. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 19 except (jt=lb) 18=181, 10=108. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. Continued on page 2 Job 221936 Truss A6 Truss Type GABLE Qty 1 Ply 1 Holmes 4 Plex Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Tue Apr 19 06:24:37 2022 Page 2 Inteframe Components, LLC, Nampa, ID - 83687 ID:M7HLUrEMygzzK?mhvQc6MmzWTvT-OOIIFhiHND5Sc5uf_W0W3JXIBma38eBeFUl3vGzPDfu LOAD CASE(S) Standard Job 221936 Truss B1 Truss Type GABLE Qty 1 Ply 1 Holmes 4 Plex Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Tue Apr 19 06:24:38 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:M7HLUrEMygzzK?mhvQc6MmzWTvT-sasgT1jv8WDJDFTrYDXlcX4WJA2StATnU8UcRizPDft Scale = 1:40.4 W1 T1 T1 W1B1 ST5 ST4 ST3 ST2 ST1 ST4 ST3 ST2 ST1 B2 1 2 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 14 26 27 28 29 3x6 4x5 3x6 3x6 21-5-8 21-5-8 -2-0-0 2-0-0 10-8-12 10-8-12 21-5-8 10-8-12 23-5-8 2-0-0 0-8-66-0-120-8-66.00 12 LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-R 0.28 0.04 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 0.00 0.00 (loc) 13 13 14 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 109 lb FT = 15% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud OTHERS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 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.All bearings 21-5-8. (lb) - Max Horz25=86(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 25, 14, 21, 22, 23, 24, 19, 18, 16, 15 Max Grav All reactions 250 lb or less at joint(s) 24, 15 except 25=349(LC 19), 14=349(LC 20), 20=267(LC 1), 21=324(LC 19), 22=300(LC 19), 23=287(LC 19), 19=324(LC 20), 18=300(LC 20), 16=287(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-25=-313/210, 12-14=-313/210 WEBS 6-21=-284/96, 5-22=-261/95, 8-19=-284/96, 9-18=-261/95 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3E) -2-0-0 to 1-0-0, Exterior(2N) 1-0-0 to 7-8-12, Corner(3R) 7-8-12 to 13-8-12, Exterior(2N) 13-8-12 to 20-5-8, Corner(3E) 20-5-8 to 23-5-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.00); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 9) Gable studs spaced at 2-0-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 25, 14, 21, 22, 23, 24 , 19, 18, 16, 15. 13) 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 221936 Truss B2 Truss Type Common Qty 6 Ply 1 Holmes 4 Plex Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Tue Apr 19 06:24:40 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:M7HLUrEMygzzK?mhvQc6MmzWTvT-pzzQtjl9g8U0TZdEfeaDhy9oK_duL3W4xRzjVbzPDfr Scale = 1:39.8 T1 T1 B1 W2 W1 W2 W1 HW1 HW1 B2 1 2 3 4 5 6 7 8 9 12 11 10 13 14 15 16 17 18 19 4x5 4x6 3x4 3x4 3x6 3x4 1.5x4 3x4 1.5x4 4x6 3x4 3x4 7-3-0 7-3-0 14-2-8 6-11-8 21-5-8 7-3-0 -2-0-0 2-0-0 5-6-2 5-6-2 10-8-12 5-2-10 15-11-6 5-2-10 21-5-8 5-6-2 23-5-8 2-0-0 0-8-66-0-120-8-66.00 12 Plate Offsets (X,Y)-- [2:0-3-11,0-1-4], [8:0-3-11,0-1-4] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.57 0.43 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.15 0.04 0.03 (loc) 10-12 10-12 8 10-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 103 lb FT = 15% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud SLIDER Left 2x4 DF Stud 3-0-8, Right 2x4 DF Stud 3-0-8 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-3 oc purlins. 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) 2=1284/0-5-8 (min. 0-1-8), 8=1284/0-5-8 (min. 0-1-8) Max Horz2=72(LC 11) Max Uplift2=-79(LC 12), 8=-79(LC 13) Max Grav2=1352(LC 19), 8=1352(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-13=-1924/312, 3-13=-1804/315, 3-14=-1806/327, 4-14=-1712/331, 4-15=-1645/329, 5-15=-1507/340, 5-16=-1508/340, 6-16=-1645/329, 6-17=-1711/331, 7-17=-1806/327, 7-18=-1804/315, 8-18=-1924/312 BOT CHORD 2-12=-166/1579, 12-19=-48/1040, 11-19=-48/1040, 10-11=-48/1040, 8-10=-166/1579 WEBS 5-10=-65/685, 6-10=-500/167, 5-12=-65/684, 4-12=-500/167 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 7-8-12, Exterior(2R) 7-8-12 to 13-8-12, Interior(1) 13-8-12 to 20-5-8, Exterior(2E) 20-5-8 to 23-5-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.00); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8. 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 221936 Truss CJ1 Truss Type JACK-OPEN Qty 4 Ply 1 Holmes 4 Plex Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Tue Apr 19 06:24:41 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:M7HLUrEMygzzK?mhvQc6MmzWTvT-H9Xp52lnRRct4iCQDL5SD9i?LO3T4ZqEA5jG21zPDfq Scale = 1:13.4 W1 T1 B1 W2 1 2 5 4 6 3 1.5x4 3x4 3x4 1-10-15 1-10-15 -2-0-0 2-0-0 1-10-15 1-10-15 1-2-02-1-81-8-132-1-86.00 12 Plate Offsets (X,Y)-- [4:0-0-0,0-0-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.42 0.02 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 5 5 3 5 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 12 lb FT = 15% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-15 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) 5=382/0-3-8 (min. 0-1-8), 3=-37/Mechanical, 4=18/Mechanical Max Horz5=46(LC 11) Max Uplift5=-35(LC 12), 3=-98(LC 18), 4=-12(LC 12) Max Grav5=564(LC 19), 3=24(LC 8), 4=35(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-546/254 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 1-10-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.00); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 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 221936 Truss CJ2 Truss Type JACK-OPEN Qty 4 Ply 1 Holmes 4 Plex Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Tue Apr 19 06:24:42 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:M7HLUrEMygzzK?mhvQc6MmzWTvT-lM5BIOmPClkkisndn3chmNFApnOPp0fNPlSqaTzPDfp Scale = 1:18.2 W1 T1 B1 W2 1 2 5 4 3 1.5x4 3x4 3x5 3-10-15 3-10-15 -2-0-0 2-0-0 3-10-15 3-10-15 1-2-03-1-80-4-112-8-133-1-86.00 12 Plate Offsets (X,Y)-- [4:0-0-0,0-0-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.44 0.10 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 -0.00 0.00 (loc) 4-5 4-5 3 5 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 20 lb FT = 15% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-15 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) 5=426/0-5-8 (min. 0-1-8), 3=103/Mechanical, 4=38/Mechanical Max Horz5=70(LC 9) Max Uplift5=-26(LC 12), 3=-38(LC 12) Max Grav5=645(LC 19), 3=162(LC 19), 4=75(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-607/240 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.00); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 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 221936 Truss EJ1 Truss Type MONOPITCH Qty 15 Ply 1 Holmes 4 Plex Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Tue Apr 19 06:24:43 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:M7HLUrEMygzzK?mhvQc6MmzWTvT-DYfZWkn1z3sbK0MpKm7wJanKZBkKYT6WePCN6wzPDfo Scale = 1:19.2 T1 W3 B1 W1 W2 1 2 3 5 4 2x4 1.5x4 3x4 3x6 -2-0-0 2-0-0 4-5-8 4-5-8 1-2-03-3-153-0-70-3-83-3-156.00 12 LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.44 0.12 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.03 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 28 lb FT = 15% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* W3: 2x6 DF SS BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-0 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) 5=440/0-5-8 (min. 0-1-8), 4=165/0-1-8 (min. 0-1-8) Max Horz5=111(LC 11) Max Uplift5=-42(LC 12), 4=-33(LC 9) Max Grav5=665(LC 19), 4=235(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-625/289 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.00); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 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) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 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 221936 Truss HJ1 Truss Type ROOF SPECIAL GIRDER Qty 2 Ply 1 Holmes 4 Plex Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Tue Apr 19 06:24:44 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:M7HLUrEMygzzK?mhvQc6MmzWTvT-hkDxj4ogjM_SxAx?uUe9roKSKb48Hutgs3xxeMzPDfn Scale = 1:20.8 T1 W5 B1 W1 W3 W4 W2 1 2 3 4 7 6 5 8 9 10 11 12 1.5x4 3x4 1.5x4 3x4 3x4 3x4 3-1-7 3-1-7 6-2-14 3-1-7 -2-9-15 2-9-15 3-1-7 3-1-7 6-2-14 3-1-7 1-2-03-4-84.24 12 LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.15 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.63 0.09 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 0.00 -0.00 (loc) 5-6 5-6 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 37 lb FT = 15% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 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) 5=410/Mechanical, 7=609/0-7-6 (min. 0-1-8) Max Horz7=115(LC 7) Max Uplift5=-66(LC 7), 7=-149(LC 6) Max Grav5=451(LC 17), 7=794(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-337/36, 4-5=-261/72, 2-7=-771/159 WEBS 3-5=-264/116 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.00); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 19.8 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 7=149. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 65 lb down and 230 lb up at 2-9-8, 65 lb down and 230 lb up at 2-9-8, and 129 lb down and 42 lb up at 5-7-7, and 129 lb down and 42 lb up at 5-7-7 on top chord, and 2 lb down and 22 lb up at 2-9-8, 2 lb down and 22 lb up at 2-9-8, and 38 lb down at 5-7-7, and 38 lb down at 5-7-7 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=1.00 Uniform Loads (plf) Vert: 1-2=-84, 2-4=-84, 5-7=-20 Concentrated Loads (lb) Vert: 9=52(F=26, B=26) 10=-165(F=-82, B=-82) 12=-38(F=-19, B=-19)