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HomeMy WebLinkAboutTRUSS SPECS - 20-00517 - 916 Pine Brook - Rasmussen New SFRJob B1121-20 Truss A1G Truss Type Common Supported Gable Qty 1 Ply 1 Justin Rasmussen(DW7/2) Job Reference (optional) Run: 83.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Mon Jul 6 16:05:18 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:wslQrFd1p57tE9_1lFod?Ez02Xc-CzwM?YypZ6_hFHyXIVT0kfA3waZ6CSPruPf67Jz_jfV Scale = 1:76.5 W1 T2 T2 W1B1 ST11ST10ST9ST8ST7ST6ST5ST4ST3ST2ST1 ST10 ST9 ST8 ST7 ST6 ST5 ST4 ST3 ST2 ST1 T1 T1 B1B21 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 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 53 54 3x6 5x6 3x6 3x6 3x6 43-0-0 43-0-0 -2-0-0 2-0-0 21-6-0 21-6-0 43-0-0 21-6-0 45-0-0 2-0-0 1- 0 - 0 11 - 9 - 0 12 - 0 - 1 5 1- 0 - 0 6.00 12 Plate Offsets (X,Y)-- [6:0-1-9,Edge], [22:0-1-9,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.32 0.06 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.07 0.01 (loc) 27 27 28 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 301 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std 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 14-40, 13-41, 12-42, 11-44, 15-39, 16-38, 17-36 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 43-0-0. (lb) - Max Horz52=-198(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 52, 28, 41, 42, 44, 45, 46, 47, 48, 49, 50, 51, 39, 38, 36, 35, 34, 33, 32, 31, 30, 29 Max Grav All reactions 250 lb or less at joint(s) 40, 41, 42, 44, 45, 46, 47, 48, 49, 50, 51, 39, 38, 36, 35, 34, 33, 32, 31, 30, 29 except 52=390(LC 23), 28=390(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-52=-344/117, 13-14=-145/270, 14-15=-145/270, 26-28=-344/121 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=43ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3E) -2-0-13 to 2-2-13, Exterior(2N) 2-2-13 to 21-6-0, Corner(3R) 21-6-0 to 25-9-10, Exterior(2N) 25-9-10 to 45-0-13 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 3) 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. 4) All plates are 2x4 MT20 unless otherwise indicated. 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 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 52, 28, 41, 42, 44, 45 , 46, 47, 48, 49, 50, 51, 39, 38, 36, 35, 34, 33, 32, 31, 30, 29. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B1121-20 Truss A2 Truss Type COMMON Qty 8 Ply 1 Justin Rasmussen(DW7/2) Job Reference (optional) Run: 83.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Mon Jul 6 16:05:19 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:wslQrFd1p57tE9_1lFod?Ez02Xc-g9UkDuzRKP6YtRXksD_FGsi9j_m5xmJ?63Ogfmz_jfU Scale = 1:80.5 T2 T2 B1 W7 W6 W5 W4 W3 W6 W5W4 W3 T1 T1 B1B2W1 W2 W1 W2 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 23 24 25 26 3x6 5x6 3x6 10x12 M18SHS 4x6 3x8 3x4 3x4 3x4 4x6 3x4 3x4 3x4 4x6 4x6 10x12 M18SHS 7-4-5 7-4-5 14-5-3 7-0-13 21-6-0 7-0-13 28-6-13 7-0-13 35-7-11 7-0-13 43-0-0 7-4-5 -2-0-0 2-0-0 7-4-5 7-4-5 14-5-3 7-0-13 21-6-0 7-0-13 28-6-13 7-0-13 35-7-11 7-0-13 43-0-0 7-4-5 45-0-0 2-0-0 1- 0 - 0 11 - 9 - 0 12 - 0 - 1 5 1- 0 - 0 6.00 12 Plate Offsets (X,Y)-- [12:Edge,0-7-13], [12:0-1-12,0-0-0], [20:0-1-12,0-0-0], [20:Edge,0-7-13] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.64 0.59 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.29 -0.42 0.13 0.08 (loc) 14-16 14-16 12 16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 M18SHS Weight: 246 lb FT = 0% GRIP 220/195 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std *Except* W1,W2: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-16, 9-14, 5-16, 3-18 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 20=2368/0-5-8 (min. 0-2-9), 12=2368/0-5-8 (min. 0-2-8) Max Horz20=-198(LC 10) Max Uplift20=-180(LC 12), 12=-180(LC 12) Max Grav20=2381(LC 17), 12=2381(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-21=-3572/222, 3-21=-3456/246, 3-4=-3135/252, 4-5=-3028/276, 5-22=-2451/263, 6-22=-2321/287, 6-23=-2321/287, 7-23=-2451/263, 7-8=-3028/276, 8-9=-3135/252, 9-24=-3455/246, 10-24=-3572/222, 2-20=-2293/267, 10-12=-2293/267 BOT CHORD 19-20=-52/681, 18-19=-139/3214, 17-18=-82/2813, 17-25=-82/2813, 16-25=-82/2813, 16-26=-71/2709, 15-26=-71/2709, 14-15=-71/2709, 13-14=-128/3066, 12-13=-21/541 WEBS 6-16=-107/1603, 7-16=-980/123, 7-14=0/515, 9-14=-505/69, 5-16=-980/123, 5-18=0/515, 3-18=-505/69, 2-19=-174/2554, 10-13=-175/2554 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=43ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-0-13 to 2-2-13, Interior(1) 2-2-13 to 21-6-0, Exterior(2R) 21-6-0 to 25-9-10, Interior(1) 25-9-10 to 45-0-13 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 3) All plates are MT20 plates unless otherwise indicated. 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, with BCDL = 8.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 20=180, 12=180. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B1121-20 Truss A3GD Truss Type COMMON GIRDER Qty 1 Ply 3 Justin Rasmussen(DW7/2) Job Reference (optional) Run: 83.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Mon Jul 6 16:05:22 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:wslQrFd1p57tE9_1lFod?Ez02Xc-5kAtrw?KdKU7kuGJXLXyuVKgPCkx84URp0dKG4z_jfR Scale = 1:78.3 T2 T2 B1 W9 W8 W7 W6 W5 W4 W3 W2 W1 W8W7 W6W5 W4W3 W2W1 HW1 HW1 T1 B1B2 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 25 26 27 28 29 30 31 32 33 3435 36 37 38 39 40 41 42 43 44 45 46 3x6 5x6 3x6 12x12 MT20HS 6x8 4x8 4x4 4x6 4x4 7x8 4x4 6x8 5x8 3x4 3x4 3x6 4x4 4x6 4x4 7x8 4x4 6x8 5x8 3x4 3x4 3x6 12x12 MT20HS 6x8 4-6-6 4-6-6 8-9-5 4-2-14 13-0-3 4-2-14 17-3-2 4-2-14 21-6-0 4-2-14 25-8-14 4-2-14 29-11-13 4-2-14 34-2-11 4-2-14 38-5-10 4-2-14 43-0-0 4-6-6 4-6-6 4-6-6 8-9-5 4-2-14 13-0-3 4-2-14 17-3-2 4-2-14 21-6-0 4-2-14 25-8-14 4-2-14 29-11-13 4-2-14 34-2-11 4-2-14 38-5-10 4-2-14 43-0-0 4-6-6 1- 0 - 0 11 - 9 - 0 1- 0 - 0 6.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-2-4], [4:0-0-12,0-2-0], [5:0-0-12,0-1-12], [6:0-0-12,0-2-0], [8:0-0-12,0-2-0], [9:0-0-12,0-1-12], [10:0-0-12,0-2-0], [12:0-1-8,0-2-4], [13:0-5-8,Edge], [14:0-4-8,0-1-8], [15:0-4-0,0-4-8], [16:0-3-8,0-4-8], [22:0-3-8,0-4-8], [23:0-4-0,0-4-8], [24:0-4-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 16.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.61 0.90 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.38 -0.50 0.16 0.13 (loc) 16-18 16-18 13 16-18 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 1018 lb FT = 0% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x6 DF 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W9,W7,W5: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr SLIDER Left 2x8 DF SS -| 5-0-0, Right 2x8 DF SS -| 5-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 1=5064/0-5-8 (min. 0-1-13), 13=13428/0-5-8 (min. 0-4-12) Max Horz1=86(LC 7) Max Uplift1=-3567(LC 27), 13=-1537(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-9074/6082, 2-3=-9140/5245, 3-4=-9096/5259, 4-5=-9067/4274, 5-6=-8736/3041, 6-7=-8333/2075, 7-8=-8344/2075, 8-9=-11452/2300, 9-10=-15769/2497, 10-11=-19534/2644, 11-12=-19578/2639, 12-13=-22701/2721 BOT CHORD 1-25=-5163/7642, 25-26=-5163/7642, 24-26=-5163/7642, 24-27=-5163/7642, 27-28=-5163/7642, 23-28=-5163/7642, 23-29=-4702/8152, 29-30=-4702/8152, 22-30=-4702/8152, 22-31=-3815/8074, 31-32=-3815/8074, 21-32=-3815/8074, 21-33=-3815/8074, 20-33=-3815/8074, 20-34=-2714/7771, 34-35=-2714/7771, 35-36=-2714/7771, 19-36=-2714/7771, 19-37=-1961/10215, 37-38=-1961/10215, 38-39=-1961/10215, 18-39=-1961/10215, 17-18=-2161/14066, 17-40=-2161/14066, 16-40=-2161/14066, 16-41=-2319/17501, 41-42=-2319/17501, 15-42=-2319/17501, 15-43=-2286/19252, 43-44=-2286/19252, 14-44=-2286/19252, 14-45=-2286/19252, 45-46=-2286/19252, 13-46=-2286/19252 WEBS 7-19=-1811/7201, 8-19=-6679/532, 8-18=-562/7294, 9-18=-7561/392, 9-16=-391/8294, 10-16=-5366/243, 10-15=-217/5629, 12-15=-2211/0, 12-14=-214/4284, 6-19=-823/2606, 6-20=-2947/774, 5-20=-604/2149, 5-22=-2436/476, 4-22=-142/1371, 4-23=-1507/0, 2-23=0/686, 2-24=-1215/224 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-4-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-5-0 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=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=43ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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. Continued on page 2 Job B1121-20 Truss A3GD Truss Type COMMON GIRDER Qty 1 Ply 3 Justin Rasmussen(DW7/2) Job Reference (optional) Run: 83.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Mon Jul 6 16:05:22 2020 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401 ID:wslQrFd1p57tE9_1lFod?Ez02Xc-5kAtrw?KdKU7kuGJXLXyuVKgPCkx84URp0dKG4z_jfR NOTES- 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 = 16.0psf. 8) Solid blocking is required on both sides of the truss at joint(s), 13. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=3567, 13=1537. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 100 lb down and 605 lb up at 2-0-4, 100 lb down and 605 lb up at 4-0-4, 100 lb down and 605 lb up at 6-0-4, 100 lb down and 605 lb up at 8-0-4, 100 lb down and 605 lb up at 10-0-4, 100 lb down and 605 lb up at 12-0-4, 100 lb down and 605 lb up at 14-0-4, 137 lb down and 449 lb up at 14-11-4, 117 lb down and 547 lb up at 16-11-4, 117 lb down and 547 lb up at 18-11-4, 117 lb down and 547 lb up at 20-11-4, 117 lb down and 547 lb up at 22-11-4, 117 lb down and 547 lb up at 24-11-4, 608 lb down and 60 lb up at 26-11-4, 1997 lb down and 128 lb up at 28-11-4, 1997 lb down and 128 lb up at 30-11-4, 1997 lb down and 128 lb up at 32-11-4, 1997 lb down and 128 lb up at 34-11-4, 1997 lb down and 128 lb up at 36-11-4, and 1997 lb down and 128 lb up at 38-11-4, and 1997 lb down and 128 lb up at 40-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-43, 7-13=-43, 1-13=-16 Concentrated Loads (lb) Vert: 17=-608(B) 25=-100(B) 26=-100(B) 27=-100(B) 28=-100(B) 29=-100(B) 30=-100(B) 31=-100(B) 32=-137(B) 33=-117(B) 34=-117(B) 36=-117(B) 37=-117(B) 39=-117(B) 40=-1990(B) 41=-1990(B) 42=-1990(B) 43=-1990(B) 44=-1990(B) 45=-1990(B) 46=-1990(B) Job B1121-20 Truss B1G Truss Type Common Supported Gable Qty 1 Ply 1 Justin Rasmussen(DW7/2) Job Reference (optional) Run: 83.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Mon Jul 6 16:05:23 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:wslQrFd1p57tE9_1lFod?Ez02Xc-ZwkF3G0yOed_L2qV533BRitzGbGntjRb1gMtoXz_jfQ Scale = 1:45.6 W1 T1 T1 W1 B1 ST7 ST6 ST5 ST4 ST3 ST2ST1 ST6 ST5 ST4 ST3 ST2 ST1 B2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 29 28 27 26 25 24 23 22 21 20 19 18 17 16 30 31 3x6 4x4 3x6 3x4 25-0-0 25-0-0 12-6-0 12-6-0 25-0-0 12-6-0 1- 0 - 0 7- 3 - 0 1- 0 - 0 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.09 0.02 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 16 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 135 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std 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.All bearings 25-0-0. (lb) - Max Horz29=-99(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 29, 23, 25, 26, 27, 28, 21, 20, 19, 18, 17 Max Grav All reactions 250 lb or less at joint(s) 29, 16, 22, 23, 25, 26, 27, 28, 21, 20, 19, 18, 17 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3E) 0-1-12 to 3-1-12, Exterior(2N) 3-1-12 to 12-6-0, Corner(3R) 12-6-0 to 15-6-0, Exterior(2N) 15-6-0 to 24-10-4 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) 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. 4) All plates are 2x4 MT20 unless otherwise indicated. 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 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 29, 23, 25, 26, 27, 28 , 21, 20, 19, 18, 17. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B1121-20 Truss C1G Truss Type Roof Special Supported Gable Qty 1 Ply 1 Justin Rasmussen(DW7/2) Job Reference (optional) Run: 83.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Mon Jul 6 16:05:25 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:wslQrFd1p57tE9_1lFod?Ez02Xc-VJr?Ty2CwFthbM_tDU5fW7yFvPyiLc3tV_r_tPz_jfO Scale = 1:73.7 W1 T1 T2 T3 W2B1 ST11ST10 ST9 ST8ST7 ST6ST5ST4ST3ST2 ST1 ST10 ST9 ST8 ST7 ST12 ST13 ST14 ST15 ST16 B1B21 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 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 51 52 5x6 5x6 3x6 3x6 3x6 41-5-0 41-5-0 -2-0-0 2-0-0 12-0-0 12-0-0 21-8-8 9-8-8 41-5-0 19-8-8 43-5-0 2-0-0 1- 0 - 0 6- 0 - 0 10 - 1 0 - 4 11 - 2 - 3 1- 0 - 0 5.00 12 6.00 12 Plate Offsets (X,Y)-- [8:0-1-14,0-0-0], [9:0-4-0,0-3-4], [9:0-0-12,0-1-12], [22:0-1-9,Edge], [36:0-2-8,0-1-8], [41:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.33 0.06 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.07 0.01 (loc) 26 26 27 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 273 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std 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 14-38, 13-39, 12-40, 15-37, 16-35 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 41-5-0. (lb) - Max Horz50=181(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 50, 27, 39, 40, 42, 43, 44, 45, 46, 47, 48, 49, 37, 35, 34, 33, 32, 31, 30, 29, 28 Max Grav All reactions 250 lb or less at joint(s) 39, 40, 42, 43, 44, 45, 46, 47, 48, 49, 37, 35, 34, 33, 32, 31, 30, 29, 28 except 50=379(LC 23), 27=378(LC 24), 38=252(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-50=-336/129, 25-27=-334/128 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=41ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3E) -2-0-11 to 2-1-0, Exterior(2N) 2-1-0 to 21-8-8, Corner(3R) 21-8-8 to 25-8-8, Exterior(2N) 25-8-8 to 43-5-13 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 3) 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. 4) All plates are 2x4 MT20 unless otherwise indicated. 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 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 50, 27, 39, 40, 42, 43 , 44, 45, 46, 47, 48, 49, 37, 35, 34, 33, 32, 31, 30, 29, 28. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B1121-20 Truss C2 Truss Type ROOF SPECIAL Qty 1 Ply 1 Justin Rasmussen(DW7/2) Job Reference (optional) Run: 83.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Mon Jul 6 16:05:26 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:wslQrFd1p57tE9_1lFod?Ez02Xc-zVPNhH2qhZ?YCWZ4mBcu3LVNcp5m4u81kebXPsz_jfN Scale = 1:75.1 T1 T2 T3 B1 W3 W4 W5 W6 W7 W8 W9 W10 W11 T4 B1B2W1 W2 W13 W12 SB11 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 23 24 25 5x6 5x6 3x8 M18SHS 5x6 WB 3x4 4x6 3x8 3x4 3x8 3x4 3x4 5x8 4x6 4x8 4x4 4x8 M18SHS 6-1-12 6-1-12 12-0-0 5-10-4 21-8-8 9-8-8 31-5-0 9-8-8 41-5-0 10-0-0 -2-0-0 2-0-0 6-1-12 6-1-12 12-0-0 5-10-4 16-10-4 4-10-4 21-8-8 4-10-4 28-2-3 6-5-11 34-7-13 6-5-11 41-5-0 6-9-3 43-5-0 2-0-0 1- 0 - 0 6- 0 - 0 10 - 1 0 - 4 11 - 2 - 3 1- 0 - 0 5.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-2-15,0-2-0], [4:0-2-12,0-2-8], [5:0-1-12,0-1-8], [8:0-3-0,0-3-0], [9:0-2-0,0-1-12], [16:0-1-8,0-1-8], [17:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.53 0.84 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.47 -0.70 0.14 0.09 (loc) 14-16 14-16 11 16 l/defl >999 >703 n/a >999 L/d 360 240 n/a 240 PLATES MT20 M18SHS Weight: 234 lb FT = 0% GRIP 220/195 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std *Except* W1,W2,W13: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-14, 7-14, 8-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 18=2287/0-5-8 (min. 0-2-7), 11=2288/0-5-8 (min. 0-2-7) Max Horz18=181(LC 11) Max Uplift18=-175(LC 12), 11=-175(LC 12) Max Grav18=2297(LC 17), 11=2312(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-19=-3746/234, 3-19=-3660/252, 3-4=-3586/271, 4-5=-3733/346, 5-20=-2455/261, 6-20=-2321/277, 6-21=-2391/273, 7-21=-2493/251, 7-8=-3266/266, 8-22=-732/58, 9-22=-842/36, 2-18=-2209/256, 9-11=-758/129 BOT CHORD 17-18=-32/556, 16-17=-168/3488, 16-23=-80/2693, 15-23=-80/2693, 15-24=-80/2693, 14-24=-80/2693, 13-14=-81/2636, 13-25=-81/2636, 12-25=-81/2636, 11-12=-137/2916 WEBS 3-17=-324/72, 3-16=-287/51, 4-16=-745/128, 5-16=-92/1268, 5-14=-975/148, 6-14=-126/1730, 7-14=-819/130, 7-12=0/516, 8-12=-300/97, 2-17=-223/2956, 8-11=-2743/274 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=41ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-0-11 to 2-1-0, Interior(1) 2-1-0 to 21-8-8, Exterior(2R) 21-8-8 to 25-10-3, Interior(1) 25-10-3 to 43-5-13 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 3) All plates are MT20 plates unless otherwise indicated. 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, with BCDL = 8.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=175, 11=175. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B1121-20 Truss C3 Truss Type ROOF SPECIAL Qty 1 Ply 1 Justin Rasmussen(DW7/2) Job Reference (optional) Run: 83.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Mon Jul 6 16:05:27 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:wslQrFd1p57tE9_1lFod?Ez02Xc-Rizlud3SSt7Pqf8GKu77bY2SQDRapK1AyIK5xIz_jfM Scale = 1:89.1 T1 T2 T3 B1 B2 B3 B2 B4 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 W13 W14 W15 W16 W17 W1 W2 W19 W18 T4 B5SB11 2 3 4 5 6 7 8 9 10 11 12 13 14 24 23 22 21 20 19 18 17 16 15 25 26 27 28 29 5x6 3x6 12x12 MT20HS 6x8 6x8 M18SHS 7x10 M18SHS 5x10 MT20HS 5x6 WB 4x6 2x4 3x4 3x4 5x6 2x4 5x8 3x8 3x4 3x4 4x6 4x8 M18SHS 4x4 2-5-8 2-5-8 3-5-8 1-0-0 12-0-0 8-6-8 14-0-8 2-0-8 15-0-8 1-0-0 21-8-8 6-8-0 32-5-3 10-8-11 41-5-0 8-11-13 -2-0-0 2-0-0 2-5-8 2-5-8 3-5-8 1-0-0 7-8-12 4-3-4 12-0-0 4-3-4 14-0-8 2-0-8 15-0-8 1-0-0 21-8-8 6-8-0 28-2-3 6-5-11 34-7-13 6-5-11 41-5-0 6-9-3 43-5-0 2-0-0 1- 0 - 0 6- 0 - 0 10 - 1 0 - 4 11 - 2 - 3 1- 0 - 0 5.00 12 6.00 12 12.00 12 Plate Offsets (X,Y)-- [3:0-2-4,0-2-0], [5:0-1-4,0-1-8], [8:0-3-9,0-2-0], [11:0-2-12,0-2-0], [13:0-2-0,0-1-12], [19:0-4-0,Edge], [20:0-4-8,0-3-0], [22:0-3-0,0-2-12], [23:0-2-11,Edge], [24:Edge,0-9-11], [24:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.91 0.87 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.66 -0.98 0.32 0.13 (loc) 16-18 16-18 15 20-21 l/defl >751 >501 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS M18SHS Weight: 253 lb FT = 0% GRIP 220/195 165/146 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std *Except* W4,W11,W2: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-19, 8-18, 10-18, 11-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 24=2287/0-5-8 (min. 0-2-7), 15=2288/0-5-8 (min. 0-2-7) Max Horz24=181(LC 11) Max Uplift24=-175(LC 12), 15=-175(LC 12) Max Grav24=2287(LC 1), 15=2307(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2873/189, 3-4=-6017/314, 4-5=-6034/350, 5-6=-4289/299, 6-7=-3864/316, 7-8=-3691/307, 8-25=-2470/258, 9-25=-2373/274, 9-26=-2345/274, 10-26=-2471/252, 10-11=-3329/271, 11-12=-544/86, 12-27=-614/74, 13-27=-724/64, 2-24=-2225/246, 13-15=-733/141 BOT CHORD 23-24=-87/257, 22-23=-130/3236, 21-22=-226/4605, 20-21=-150/3975, 19-20=-135/3571, 19-28=-100/2935, 18-28=-100/2934, 17-18=-84/2608, 17-29=-84/2608, 16-29=-84/2608, 15-16=-131/2938 WEBS 3-23=-2882/112, 3-22=-134/3612, 5-22=-17/1286, 5-21=-746/94, 6-21=0/838, 6-20=-1309/82, 7-20=-65/293, 8-20=-114/2926, 8-19=-1941/113, 8-18=-1136/141, 9-18=-106/1664, 10-18=-813/132, 10-16=0/580, 11-16=-286/100, 2-23=-188/2556, 11-15=-2833/236 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=41ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-0-11 to 2-3-12, Interior(1) 2-3-12 to 21-8-8, Exterior(2R) 21-8-8 to 25-10-3, Interior(1) 25-10-3 to 43-5-13 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 3) All plates are MT20 plates unless otherwise indicated. 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, with BCDL = 8.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 24=175, 15=175. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B1121-20 Truss C4 Truss Type ROOF SPECIAL Qty 1 Ply 1 Justin Rasmussen(DW7/2) Job Reference (optional) Run: 83.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Mon Jul 6 16:05:28 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:wslQrFd1p57tE9_1lFod?Ez02Xc-vuX86z45CAFGSpjSuceM8majbcnnYo6KBy4eTkz_jfL Scale = 1:83.2 T1 T2 T3 B1 B2 B3 B2 B4 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 W13 W14 W15 W16 W17 W1 W2 W19 W18 B5SB11 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 28 5x6 3x6 12x12 MT20HS 6x8 8x12 MT20HS 7x10 M18SHS 5x10 MT20HS 5x6 WB 4x6 2x4 3x4 3x4 5x6 2x4 5x8 3x8 3x4 3x4 4x6 12x12 MT20HS 2-5-8 2-5-8 3-5-8 1-0-0 12-0-0 8-6-8 14-0-8 2-0-8 15-0-8 1-0-0 21-8-8 6-8-0 32-5-3 10-8-11 41-5-0 8-11-13 -2-0-0 2-0-0 2-5-8 2-5-8 3-5-8 1-0-0 7-8-12 4-3-4 12-0-0 4-3-4 14-0-8 2-0-8 15-0-8 1-0-0 21-8-8 6-8-0 28-2-3 6-5-11 34-7-13 6-5-11 41-5-0 6-9-3 1- 0 - 0 6- 0 - 0 10 - 1 0 - 4 11 - 0 - 1 1- 0 - 0 5.00 12 6.00 12 12.00 12 Plate Offsets (X,Y)-- [3:0-2-4,0-2-0], [5:0-1-4,0-1-8], [8:0-3-9,0-2-0], [13:0-1-12,0-0-14], [14:Edge,0-3-8], [18:0-4-0,Edge], [19:0-4-8,0-3-0], [21:0-6-0,0-3-4], [22:0-2-11,Edge], [23:Edge,0-9-11], [23:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.56 0.87 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.66 -0.98 0.32 0.13 (loc) 15-17 15-17 14 19-20 l/defl >752 >502 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS M18SHS Weight: 250 lb FT = 0% GRIP 220/195 165/146 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std *Except* W4,W11,W1,W2,W19: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-18, 8-17, 10-17, 11-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 23=2292/0-5-8 (min. 0-2-7), 14=2092/0-5-8 (min. 0-2-4) Max Horz23=177(LC 11) Max Uplift23=-176(LC 12), 14=-117(LC 12) Max Grav23=2292(LC 1), 14=2146(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2878/195, 3-4=-6020/362, 4-5=-6037/397, 5-6=-4296/317, 6-7=-3872/328, 7-8=-3699/311, 8-24=-2479/259, 9-24=-2382/275, 9-25=-2355/280, 10-25=-2480/258, 10-11=-3360/294, 11-12=-745/124, 12-26=-798/115, 13-26=-925/111, 2-23=-2229/246, 13-14=-645/109 BOT CHORD 21-22=-191/3229, 20-21=-295/4602, 19-20=-213/3973, 18-19=-200/3568, 18-27=-152/2933, 17-27=-152/2932, 16-17=-136/2619, 16-28=-136/2619, 15-28=-136/2619, 14-15=-195/2971 WEBS 3-22=-2881/152, 3-21=-181/3609, 5-21=-42/1282, 5-20=-746/101, 6-20=0/837, 6-19=-1309/89, 7-19=-66/293, 8-19=-152/2924, 8-18=-1941/151, 8-17=-1136/141, 9-17=-111/1671, 10-17=-826/133, 10-15=-9/602, 11-15=-313/111, 2-22=-193/2558, 11-14=-2674/152 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=41ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-0-11 to 2-3-12, Interior(1) 2-3-12 to 21-8-8, Exterior(2R) 21-8-8 to 25-10-3, Interior(1) 25-10-3 to 41-3-4 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) All plates are MT20 plates unless otherwise indicated. 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, with BCDL = 8.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 23=176, 14=117. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B1121-20 Truss C5 Truss Type ROOF SPECIAL Qty 4 Ply 1 Justin Rasmussen(DW7/2) Job Reference (optional) Run: 83.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Mon Jul 6 16:05:30 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:wslQrFd1p57tE9_1lFod?Ez02Xc-sHfuXf6LkoV_h7tr?1hqDBf38QSL0iWdeGZlYdz_jfJ Scale = 1:86.7 T1 T2 T3 B1 B2 B3 B2 B4 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 W13 W14 W15 W16 W17 T4 B5W1 W2 W19 W18 SB11 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 23 24 25 26 27 5x6 12x12 MT20HS 6x8 6x8 M18SHS 7x10 M18SHS 5x10 MT20HS 5x6 WB 4x6 2x4 3x4 3x4 5x6 2x4 5x8 3x8 3x4 3x4 5x8 12x12 MT20HS 2-5-8 2-5-8 3-5-8 1-0-0 12-0-0 8-6-8 14-0-8 2-0-8 15-0-8 1-0-0 21-8-8 6-8-0 32-4-3 10-7-11 41-3-8 8-11-5 -2-0-0 2-0-0 2-5-8 2-5-8 3-5-8 1-0-0 7-8-12 4-3-4 12-0-0 4-3-4 14-0-8 2-0-8 15-0-8 1-0-0 21-8-8 6-8-0 28-1-11 6-5-3 34-6-13 6-5-3 41-3-8 6-8-11 1- 0 - 0 6- 0 - 0 10 - 1 0 - 4 11 - 0 - 1 1- 0 - 1 2 1- 0 - 0 5.00 12 6.00 12 12.00 12 Plate Offsets (X,Y)-- [3:0-2-4,0-2-0], [5:0-1-4,0-1-8], [8:0-3-5,0-2-0], [11:0-3-0,0-3-0], [12:Edge,0-3-8], [12:0-1-12,0-0-14], [17:0-4-0,Edge], [18:0-4-8,0-3-0], [20:0-3-0,0-2-12], [21:0-2-11,Edge], [22:0-1-12,0-0-0], [22:Edge,0-9-11] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.56 0.86 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.64 -0.96 0.32 0.13 (loc) 14-16 14-16 13 18-19 l/defl >764 >511 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS M18SHS Weight: 250 lb FT = 0% GRIP 220/195 165/146 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std *Except* W4,W11,W2,W19: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-17, 8-16, 10-16, 11-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 22=2285/0-5-8 (min. 0-2-7), 13=2086/0-4-0 (min. 0-2-4) Max Horz22=178(LC 11) Max Uplift22=-176(LC 12), 13=-117(LC 12) Max Grav22=2285(LC 1), 13=2139(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2870/194, 3-4=-6002/363, 4-5=-6019/397, 5-6=-4280/316, 6-7=-3856/327, 7-8=-3683/310, 8-23=-2465/258, 9-23=-2368/274, 9-24=-2341/279, 10-24=-2465/258, 10-11=-3311/291, 11-25=-724/117, 12-25=-851/105, 2-22=-2224/246, 12-13=-611/106 BOT CHORD 20-21=-192/3220, 19-20=-297/4586, 18-19=-214/3958, 17-18=-201/3552, 17-26=-153/2921, 16-26=-153/2920, 15-16=-135/2593, 15-27=-135/2593, 14-27=-135/2593, 13-14=-192/2916 WEBS 3-21=-2872/152, 3-20=-182/3599, 5-20=-43/1280, 5-19=-746/101, 6-19=0/836, 6-18=-1307/90, 7-18=-66/292, 8-18=-153/2912, 8-17=-1931/153, 8-16=-1136/141, 9-16=-111/1660, 10-16=-812/132, 10-14=-8/579, 11-14=-294/109, 2-21=-190/2552, 11-13=-2698/156 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=41ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-0-11 to 2-3-12, Interior(1) 2-3-12 to 21-8-8, Exterior(2R) 21-8-8 to 25-10-1, Interior(1) 25-10-1 to 41-1-12 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) All plates are MT20 plates unless otherwise indicated. 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, with BCDL = 8.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 22=176, 13=117. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B1121-20 Truss C6 Truss Type ROOF SPECIAL Qty 1 Ply 1 Justin Rasmussen(DW7/2) Job Reference (optional) Run: 83.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Mon Jul 6 16:05:31 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:wslQrFd1p57tE9_1lFod?Ez02Xc-KTDGk?6zV5drJHS1ZkC3mOC73qo_l9HmtwII43z_jfI Scale = 1:75.3 T1 T2 T3 B1 W3 W4 W5 W6 W7 W8 W9 W10 W11 T4 B1B2W1 W2 W13 W12 SB11 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 22 23 24 5x6 5x6 3x8 M18SHS 5x6 WB 3x4 4x6 3x8 3x4 3x8 3x4 3x4 5x8 10x12 M18SHS 4x6 4x8 6-1-12 6-1-12 12-0-0 5-10-4 21-8-8 9-8-8 31-4-0 9-7-8 41-3-8 9-11-8 -2-0-0 2-0-0 6-1-12 6-1-12 12-0-0 5-10-4 16-10-4 4-10-4 21-8-8 4-10-4 28-1-11 6-5-3 34-6-13 6-5-3 41-3-8 6-8-11 1- 0 - 0 6- 0 - 0 10 - 1 0 - 4 11 - 0 - 1 1- 0 - 1 2 5.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-2-15,0-2-0], [4:0-2-12,0-2-8], [5:0-1-12,0-1-8], [8:0-3-0,0-3-4], [9:Edge,0-2-0], [9:0-1-12,0-0-14], [15:0-1-8,0-1-8], [16:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 1.00 0.84 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.47 -0.70 0.14 0.09 (loc) 13-15 13-15 10 15 l/defl >999 >703 n/a >999 L/d 360 240 n/a 240 PLATES MT20 M18SHS Weight: 230 lb FT = 0% GRIP 220/195 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std *Except* W2,W13: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-13, 7-13, 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=2285/0-5-8 (min. 0-2-7), 10=2086/0-4-0 (min. 0-2-4) Max Horz17=178(LC 11) Max Uplift17=-176(LC 12), 10=-117(LC 12) Max Grav17=2294(LC 17), 10=2145(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-18=-3742/239, 3-18=-3655/257, 3-4=-3581/271, 4-5=-3728/346, 5-19=-2450/261, 6-19=-2317/277, 6-20=-2386/279, 7-20=-2487/257, 7-8=-3249/283, 8-21=-831/91, 9-21=-957/78, 2-17=-2208/256, 9-10=-639/95 BOT CHORD 16-17=-56/543, 15-16=-221/3474, 15-22=-133/2679, 14-22=-133/2679, 14-23=-133/2679, 13-23=-133/2679, 12-13=-133/2621, 12-24=-133/2621, 11-24=-133/2621, 10-11=-199/2894 WEBS 3-16=-324/72, 3-15=-288/51, 4-15=-744/128, 5-15=-92/1268, 5-13=-975/148, 6-13=-130/1727, 7-13=-817/130, 7-11=0/515, 8-11=-308/106, 2-16=-224/2955, 8-10=-2569/192 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=41ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-0-11 to 2-0-14, Interior(1) 2-0-14 to 21-8-8, Exterior(2R) 21-8-8 to 25-10-1, Interior(1) 25-10-1 to 41-1-12 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) All plates are MT20 plates unless otherwise indicated. 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, with BCDL = 8.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=176, 10=117. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B1121-20 Truss C7G Truss Type GABLE Qty 1 Ply 1 Justin Rasmussen(DW7/2) Job Reference (optional) Run: 83.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Mon Jul 6 16:05:32 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:wslQrFd1p57tE9_1lFod?Ez02Xc-ofmeyL7bGPliwR0E7SjIIclLHE9VUdev6a2scVz_jfH Scale = 1:78.5 T1 T2 T3 B1 W3 W4 W5 W6 W7 W8 W9 W10 W11 W1 W2 W13 W12 B1B2 ST3ST2ST1 SB11 2 3 4 5 6 7 8 9 10 19 17 16 15 14 13 12 11 26 27 28 29 18 30 31 32 5x6 5x6 3x6 12x12 MT20HS 5x6 WB 3x4 4x6 3x8 3x4 3x8 3x4 3x4 4x6 10x12 M18SHS4x6 2x4 2x4 2x4 2x4 2x4 2x4 2-2-0 2-2-0 6-1-12 3-11-12 12-0-0 5-10-4 21-8-8 9-8-8 31-4-0 9-7-8 41-3-8 9-11-8 -2-0-0 2-0-0 6-1-12 6-1-12 12-0-0 5-10-4 16-10-4 4-10-4 21-8-8 4-10-4 28-1-11 6-5-3 34-6-13 6-5-3 41-3-8 6-8-11 1- 0 - 0 6- 0 - 0 10 - 1 0 - 4 11 - 0 - 1 1- 0 - 1 2 5.00 12 6.00 12 Plate Offsets (X,Y)-- [4:0-2-12,0-2-8], [5:0-1-12,0-1-8], [10:0-1-12,0-0-14], [11:Edge,0-2-0], [16:0-2-0,0-1-8], [17:0-2-12,0-1-12], [19:Edge,0-9-11], [19:0-1-12,0-0-0], [20:0-1-8 ,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.71 0.82 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.45 -0.67 0.14 0.09 (loc) 14-16 14-16 11 16-17 l/defl >999 >695 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS M18SHS Weight: 237 lb FT = 0% GRIP 220/195 165/146 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std *Except* W2,W13: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr OTHERS 2x4 DF Stud/Std *Except* SB1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-14, 7-14, 8-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 19=1992/2-5-8 (min. 0-2-2), 11=2070/0-4-0 (min. 0-2-4), 18=310/0-3-8 (min. 0-1-8) Max Horz19=178(LC 11) Max Uplift19=-185(LC 12), 11=-118(LC 12) Max Grav19=1992(LC 1), 11=2125(LC 18), 18=383(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-26=-3471/243, 3-26=-3385/261, 3-4=-3472/274, 4-5=-3614/348, 5-27=-2409/262, 6-27=-2275/278, 6-28=-2345/279, 7-28=-2445/258, 7-8=-3213/283, 8-9=-769/89, 9-29=-821/80, 10-29=-948/77, 2-19=-2142/257, 10-11=-633/94 BOT CHORD 16-17=-225/3225, 16-30=-133/2619, 15-30=-133/2619, 15-31=-133/2619, 14-31=-133/2619, 13-14=-133/2586, 13-32=-133/2586, 12-32=-133/2586, 11-12=-200/2863 WEBS 3-17=-444/69, 4-16=-737/129, 5-16=-94/1187, 5-14=-946/149, 6-14=-131/1690, 7-14=-819/130, 7-12=0/517, 8-12=-309/106, 2-17=-220/3135, 8-11=-2549/194 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=41ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-0-11 to 2-0-14, Interior(1) 2-0-14 to 21-8-8, Exterior(2R) 21-8-8 to 25-10-1, Interior(1) 25-10-1 to 41-1-12 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) 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. 4) All plates are MT20 plates unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 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 = 8.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 19=185, 11=118. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B1121-20 Truss C8 Truss Type Common Qty 2 Ply 1 Justin Rasmussen(DW7/2) Job Reference (optional) Run: 83.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Mon Jul 6 16:05:32 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:wslQrFd1p57tE9_1lFod?Ez02Xc-ofmeyL7bGPliwR0E7SjIIclIuE9_Ufzv6a2scVz_jfH Scale = 1:68.2 T2 T3 B1 W1 W2 W3 W4 W5 W6 W7HW1 HW2 T1 T4 B1B21 2 3 4 5 6 7 8 9 10 15 14 13 12 11 16 17 18 19 20 21 5x6 6x12 5x6 5x6 4x6 3x4 5x6 3x4 3x8 3x4 3x4 5x6 6x12 5x6 5x6 4x6 9-11-10 9-11-10 19-8-8 9-8-14 29-3-14 9-7-6 39-3-8 9-11-10 -2-0-0 2-0-0 6-9-3 6-9-3 13-2-13 6-5-11 19-8-8 6-5-11 26-1-11 6-5-3 32-6-13 6-5-3 39-3-8 6-8-11 1- 0 - 0 10 - 1 0 - 4 11 - 2 - 3 1- 0 - 1 2 6.00 12 Plate Offsets (X,Y)-- [2:0-8-1,Edge], [4:0-3-0,0-3-0], [8:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.93 0.79 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.40 -0.58 0.15 0.08 (loc) 13-15 13-15 10 13-15 l/defl >999 >810 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 212 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except* T1,T4: 2x4 DF 2400F 2.0E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std SLIDER Left 2x8 DF SS -| 3-10-8, Right 2x8 DF SS -| 3-10-9 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-13, 7-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=2186/0-5-8 (min. 0-2-6), 10=1999/0-4-0 (min. 0-2-3) Max Horz2=161(LC 11) Max Uplift2=-168(LC 12), 10=-112(LC 12) Max Grav2=2206(LC 17), 10=2052(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-16=-3360/224, 3-16=-3231/236, 3-4=-3233/249, 4-5=-3069/253, 5-17=-2297/240, 6-17=-2193/261, 6-18=-2193/267, 7-18=-2296/245, 7-8=-3050/271, 8-19=-3191/269, 9-19=-3213/259, 9-10=-3338/243 BOT CHORD 2-15=-154/2891, 15-20=-101/2569, 14-20=-101/2569, 13-14=-101/2569, 12-13=-91/2469, 12-21=-91/2469, 11-21=-91/2469, 10-11=-157/2753 WEBS 4-15=-294/95, 5-15=0/520, 5-13=-855/129, 6-13=-103/1539, 7-13=-853/130, 7-11=0/513, 8-11=-297/105 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=39ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-0-13 to 1-10-6, Interior(1) 1-10-6 to 19-8-8, Exterior(2R) 19-8-8 to 23-7-10, Interior(1) 23-7-10 to 39-3-8 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 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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 = 8.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=168, 10=112. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B1121-20 Truss C9 Truss Type SCISSORS Qty 4 Ply 1 Justin Rasmussen(DW7/2) Job Reference (optional) Run: 83.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Mon Jul 6 16:05:33 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:wslQrFd1p57tE9_1lFod?Ez02Xc-GrK19h8D1jtZYabQh9EXrpHUgdUrD1d3LEnP9yz_jfG Scale = 1:70.3 T2 T2 B2 B3 W3 W4 W5 W6 W7 W8 W9 W1 W2 W11 W10 T1 T3 B1 B4 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 20 21 3x6 5x6 3x6 3x8 M18SHS 3x8 M18SHS 3x4 5x8 3x4 5x8 M18SHS 3x4 3x4 5x8 7x10 M18SHS 7x10 M18SHS 10-0-0 10-0-0 19-8-8 9-8-8 29-4-4 9-7-12 39-3-8 9-11-4 -2-0-0 2-0-0 6-9-3 6-9-3 13-2-13 6-5-11 19-8-8 6-5-11 26-1-11 6-5-3 32-6-13 6-5-3 39-3-8 6-8-11 1- 0 - 0 10 - 1 0 - 4 11 - 2 - 3 1- 0 - 1 2 4- 9 - 1 2 6.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-0-14,0-1-12], [4:0-2-12,0-1-12], [8:0-2-12,0-2-0], [10:0-0-14,0-1-12], [11:Edge,0-3-8], [14:0-4-0,0-3-0], [17:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.86 0.87 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.62 -0.97 0.70 0.19 (loc) 14-16 14-16 11 14-16 l/defl >757 >482 n/a >999 L/d 360 240 n/a 240 PLATES MT20 M18SHS Weight: 191 lb FT = 0% GRIP 220/195 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std *Except* W6,W1,W2,W11,W10: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-11 2 Rows at 1/3 pts 4-17 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 17=2185/0-5-8 (min. 0-2-4), 11=1984/0-4-0 (min. 0-2-0) Max Horz17=180(LC 11) Max Uplift17=-171(LC 12), 11=-111(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-18=-757/42, 3-18=-616/52, 3-4=-534/64, 4-5=-4974/351, 5-19=-3974/280, 6-19=-3848/295, 6-20=-3848/307, 7-20=-3973/286, 7-8=-4968/362, 8-9=-716/90, 9-21=-786/81, 10-21=-937/78, 2-17=-780/129, 10-11=-663/93 BOT CHORD 16-17=-325/4506, 15-16=-249/4356, 14-15=-238/4380, 13-14=-219/4371, 12-13=-229/4347, 11-12=-324/4507 WEBS 5-16=0/344, 5-14=-961/157, 6-14=-139/2891, 7-14=-956/160, 7-12=0/340, 4-17=-4498/349, 8-11=-4316/318 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=39ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-0-13 to 1-10-6, Interior(1) 1-10-6 to 19-8-8, Exterior(2R) 19-8-8 to 23-7-10, Interior(1) 23-7-10 to 39-1-12 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) All plates are MT20 plates unless otherwise indicated. 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) Bearing at joint(s) 17, 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=171, 11=111. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B1121-20 Truss C10 Truss Type SCISSORS Qty 4 Ply 1 Justin Rasmussen(DW7/2) Job Reference (optional) Run: 83.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Mon Jul 6 16:05:34 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:wslQrFd1p57tE9_1lFod?Ez02Xc-k2uPM09ro0?QAkAcEtlmN1qg31q?yWrCZuXyhOz_jfF Scale = 1:74.6 T2 T2 B2 B2 W6 W5 W4 W3 W5 W4 W3 T1 T1B1B1 W1 W2 W1 W2 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 5x6 3x8 M18SHS 3x8 M18SHS 5x8 M18SHS 3x4 3x4 7x8 3x4 3x4 7x8 7x10 M18SHS 7x10 M18SHS 10-0-0 10-0-0 19-8-8 9-8-8 29-5-0 9-8-8 39-5-0 10-0-0 -2-0-0 2-0-0 6-9-3 6-9-3 13-2-13 6-5-11 19-8-8 6-5-11 26-2-3 6-5-11 32-7-13 6-5-11 39-5-0 6-9-3 41-5-0 2-0-0 1- 0 - 0 10 - 1 0 - 4 11 - 2 - 3 1- 0 - 0 4- 9 - 1 2 6.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-0-14,0-1-12], [2:Edge,0-3-8], [8:Edge,0-3-8], [8:0-0-14,0-1-12], [13:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.82 0.88 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.63 -0.98 0.71 0.18 (loc) 11-13 11-13 10 11-13 l/defl >751 >479 n/a >999 L/d 360 240 n/a 240 PLATES MT20 M18SHS Weight: 194 lb FT = 0% GRIP 220/195 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std *Except* W6,W1,W2: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 Rows at 1/3 pts 3-16, 7-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 16=2186/0-5-8 (min. 0-2-4), 10=2186/0-5-8 (min. 0-2-4) Max Horz16=-183(LC 10) Max Uplift16=-170(LC 12), 10=-170(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-782/43, 3-17=-638/65, 3-4=-4978/306, 4-18=-3978/225, 5-18=-3853/240, 5-19=-3853/252, 6-19=-3978/231, 6-7=-4978/297, 7-20=-638/65, 8-20=-782/42, 2-16=-797/132, 8-10=-797/133 BOT CHORD 15-16=-237/4519, 14-15=-152/4357, 13-14=-142/4381, 12-13=-119/4381, 11-12=-129/4357, 10-11=-215/4519 WEBS 5-13=-89/2891, 6-13=-957/162, 6-11=0/344, 4-13=-957/161, 4-15=0/344, 3-16=-4485/328, 7-10=-4485/337 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=39ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-0-13 to 1-10-8, Interior(1) 1-10-8 to 19-8-8, Exterior(2R) 19-8-8 to 23-7-13, Interior(1) 23-7-13 to 41-5-13 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 3) All plates are MT20 plates unless otherwise indicated. 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) Bearing at joint(s) 16, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=170, 10=170. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B1121-20 Truss C11 Truss Type SCISSORS Qty 1 Ply 1 Justin Rasmussen(DW7/2) Job Reference (optional) Run: 83.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Mon Jul 6 16:05:35 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:wslQrFd1p57tE9_1lFod?Ez02Xc-CESnaM9UZK7HnulooaG?wENrtRAKhx4MoYGWDqz_jfE Scale = 1:70.2 T2 T2 B2 B2 W6 W5 W4 W3 W5 W4 W3 T1 T3 B1 B1 W1 W2 W1 W2 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 5x6 3x8 M18SHS 3x8 M18SHS 5x8 M18SHS 3x4 3x4 6x8 3x4 3x4 6x8 4x6 4x6 5x10 MT20HS 5x10 MT20HS 10-0-0 10-0-0 19-8-8 9-8-8 29-5-0 9-8-8 39-5-0 10-0-0 -2-0-0 2-0-0 6-9-3 6-9-3 13-2-13 6-5-11 19-8-8 6-5-11 26-2-3 6-5-11 32-7-13 6-5-11 39-5-0 6-9-3 1- 0 - 0 10 - 1 0 - 4 11 - 2 - 3 1- 0 - 0 4- 9 - 1 2 6.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-1-0,0-2-0], [3:0-3-12,0-3-0], [7:0-3-12,0-3-0], [12:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.81 0.87 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.61 -0.96 0.70 0.19 (loc) 12-14 12-14 9 12-14 l/defl >763 >486 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS M18SHS Weight: 192 lb FT = 0% GRIP 220/195 165/146 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std *Except* W6,W2: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr W1: 2x6 DF 1800F 1.6E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-15, 7-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 15=2190/0-5-8 (min. 0-2-4), 9=1981/0-5-8 (min. 0-2-0) Max Horz15=180(LC 11) Max Uplift15=-173(LC 12), 9=-111(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-16=-749/45, 3-16=-606/67, 3-4=-4934/350, 4-17=-3965/278, 5-17=-3840/293, 5-18=-3840/306, 6-18=-3965/284, 6-7=-4975/363, 7-19=-850/100, 8-19=-1002/78, 2-15=-787/130, 8-9=-700/101 BOT CHORD 14-15=-318/4457, 13-14=-246/4330, 12-13=-236/4354, 11-12=-219/4373, 10-11=-230/4349, 9-10=-322/4523 WEBS 5-12=-137/2879, 6-12=-964/162, 6-10=0/347, 4-12=-945/157, 4-14=0/332, 3-15=-4459/349, 7-9=-4264/306 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=39ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-0-13 to 1-10-8, Interior(1) 1-10-8 to 19-8-8, Exterior(2R) 19-8-8 to 23-7-13, Interior(1) 23-7-13 to 39-2-4 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) All plates are MT20 plates unless otherwise indicated. 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) Bearing at joint(s) 15, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=173, 9=111. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B1121-20 Truss C12G Truss Type Roof Special Structural Gable Qty 1 Ply 1 Justin Rasmussen(DW7/2) Job Reference (optional) Run: 83.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Mon Jul 6 16:05:36 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:wslQrFd1p57tE9_1lFod?Ez02Xc-gQ09niA6KeF8P2K?MHnESSv5BrV?QR1V1C03lHz_jfD Scale = 1:79.4 T1 T2 T3 B1 B3 B4 B5 W3 W4 W5 W6 W7 W8 W10 W9 W11 W12 W13 W14W1 W2 W16W15 ST2 ST1 T4 B61 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 26 27 28 5x6 5x6 3x6 12x12 5x8 2x4 3x6 5x8 2x4 3x6 2x4 3x6 3x8 3x4 3x4 4x8 4x4 3x4 4x4 5x6 3x4 2x4 2x4 2x4 2-5-8 2-5-8 12-0-0 9-6-8 21-8-8 9-8-8 26-6-12 4-10-4 31-2-8 4-7-12 31-5-0 0-2-8 41-5-0 10-0-0 -2-0-0 2-0-0 2-5-8 2-5-8 7-2-12 4-9-4 12-0-0 4-9-4 16-10-4 4-10-4 21-8-8 4-10-4 26-6-12 4-10-4 31-5-0 4-10-4 36-3-4 4-10-4 41-5-0 5-1-12 1- 0 - 0 6- 0 - 0 10 - 1 0 - 4 11 - 0 - 1 1- 0 - 0 4- 9 - 1 2 5.00 12 6.00 12 3.00 12 Plate Offsets (X,Y)-- [11:0-1-12,0-2-0], [13:0-3-0,0-2-12], [15:0-2-0,0-2-0], [18:0-2-12,0-3-4], [21:0-2-12,0-2-12], [22:Edge,0-9-11], [22:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.46 0.85 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.38 0.14 0.05 (loc) 18-20 18-20 14 18-20 l/defl >999 >910 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 240 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except* B4: 2x4 DF Stud/Std WEBS 2x4 DF Stud/Std *Except* W1,W16: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-11-6 oc bracing. WEBS 1 Row at midpt 4-21, 8-15, 9-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 2-5-8 except (jt=length) 14=10-2-8, 14=10-2-8, 13=10-2-8. (lb) - Max Horz22=177(LC 11) Max Uplift All uplift 100 lb or less at joint(s) except 22=-604(LC 1), 21=-110(LC 12), 14=-138(LC 12), 13=-432(LC 23) Max Grav All reactions 250 lb or less at joint(s) 13 except 21=2330(LC 1), 21=2330(LC 1), 14=2872(LC 1), 14=2872(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-102/1258, 3-4=-65/1258, 4-5=-2053/146, 5-6=-2159/212, 6-26=-942/87, 7-26=-774/103, 7-27=-840/113, 8-27=-933/96, 9-10=-36/1419, 10-11=-53/1246, 11-28=-369/0, 12-28=-426/0, 2-22=-44/516, 12-13=-345/39 BOT CHORD 21-22=-415/96, 20-21=-108/1317, 19-20=-33/1421, 18-19=-23/1443, 7-18=0/333, 14-15=-1185/123, 13-14=-783/28 WEBS 3-21=-423/78, 4-21=-2947/217, 4-20=0/587, 5-20=-580/104, 6-20=-73/769, 6-18=-789/150, 8-18=0/931, 8-15=-1326/43, 9-15=-98/1810, 9-14=-2391/203, 11-14=-620/114, 2-21=-735/96, 11-13=0/1090 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=41ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-0-11 to 2-3-12, Interior(1) 2-3-12 to 21-8-8, Exterior(2R) 21-8-8 to 25-10-3, Interior(1) 25-10-3 to 41-3-4 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) 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. 4) Gable studs spaced at 2-0-0 oc. 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 604 lb uplift at joint 22, 110 lb uplift at joint 21, 138 lb uplift at joint 14 and 432 lb uplift at joint 13. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B1121-20 Truss C13 Truss Type Roof Special Qty 7 Ply 1 Justin Rasmussen(DW7/2) Job Reference (optional) Run: 83.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Mon Jul 6 16:05:37 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:wslQrFd1p57tE9_1lFod?Ez02Xc-9daX?2Bk5xN_1CvBw?JT?fSAEFrp9sxeFsldIjz_jfC Scale = 1:75.6 T1 T2 T3 B1 B3 B4 B5 W1 W2 W3 W4 W5 W6 W8 W7 W9 W10 W11 W12 HW1 HW2 T4 B61 2 3 4 5 6 7 8 9 10 11 12 13 14 22 21 20 19 18 17 16 15 23 24 25 5x6 5x6 3x6 5x8 5x6 5x6 3x6 5x8 2x4 3x6 2x4 3x4 3x8 3x4 3x4 5x8 4x4 3x4 2x4 3x12 5x6 2-5-8 2-5-8 12-0-0 9-6-8 21-8-8 9-8-8 26-6-14 4-10-6 31-5-4 4-10-6 41-5-0 9-11-12 -2-0-0 2-0-0 2-5-8 2-5-8 7-2-12 4-9-4 12-0-0 4-9-4 16-10-4 4-10-4 21-8-8 4-10-4 26-6-14 4-10-6 31-5-4 4-10-6 36-3-6 4-10-2 41-5-0 5-1-10 1- 0 - 0 6- 0 - 0 10 - 1 0 - 4 11 - 0 - 1 1- 0 - 0 4- 9 - 1 2 5.00 12 6.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-6-3,0-0-4], [7:0-1-0,0-1-8], [10:0-2-0,0-1-8], [15:0-1-12,0-1-8], [16:0-4-0,0-2-4], [19:0-2-12,0-3-8], [21:0-1-7,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.89 0.87 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.24 -0.45 0.19 0.07 (loc) 19-21 19-21 15 21 l/defl >999 >837 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 239 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except* B4: 2x4 DF Stud/Std WEBS 2x4 DF Stud/Std SLIDER Left 2x8 DF SS -| 1-8-13, Right 2x8 DF SS -| 2-11-8 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-3-4 oc bracing. WEBS 1 Row at midpt 9-16, 10-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1509/0-5-8 (min. 0-1-10), 15=3254/0-5-8 (min. 0-3-8), 14=-362/Mechanical Max Horz2=161(LC 11) Max Uplift2=-137(LC 12), 15=-153(LC 12), 14=-589(LC 23) Max Grav2=1509(LC 1), 15=3254(LC 1), 14=116(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2080/108, 3-4=-1970/115, 4-5=-1853/145, 5-6=-2948/201, 6-7=-3076/266, 7-23=-1039/92, 8-23=-871/108, 8-24=-939/119, 9-24=-1034/103, 9-10=-217/252, 10-11=-31/1731, 11-12=-41/1558, 12-25=0/1244, 13-25=0/1225, 13-14=-11/1235 BOT CHORD 2-22=-78/1641, 21-22=-176/2844, 20-21=-27/1788, 19-20=-16/1811, 8-19=0/425, 15-16=-1476/133, 14-15=-1019/45 WEBS 4-22=0/264, 5-22=-1366/120, 6-21=-627/107, 7-21=-107/1425, 7-19=-1088/171, 16-19=-290/172, 9-19=0/1119, 9-16=-1520/36, 10-16=-95/2150, 10-15=-2721/201, 12-15=-692/109 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=41ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-0-11 to 2-3-12, Interior(1) 2-3-12 to 21-8-8, Exterior(2R) 21-8-8 to 25-10-3, Interior(1) 25-10-3 to 41-5-0 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 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 137 lb uplift at joint 2, 153 lb uplift at joint 15 and 589 lb uplift at joint 14. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B1121-20 Truss C14G Truss Type GABLE Qty 1 Ply 1 Justin Rasmussen(DW7/2) Job Reference (optional) Run: 83.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Mon Jul 6 16:05:38 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:wslQrFd1p57tE9_1lFod?Ez02Xc-dp8wCOCMsFVreMUNTiqiYt?RgeBSuLWoUWVAq9z_jfB Scale = 1:83.1 T1 T2 T3 B1 B3 B4 B5 W3 W4 W5 W6 W7 W8 W10 W9 W11 W12 W13 W14W1 W2 W16W15 T4 B6 ST2 ST1 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 26 27 28 5x6 5x10 MT20HS 3x6 12x12 5x8 2x4 3x6 5x8 2x4 3x6 2x4 3x6 3x8 3x4 3x4 4x8 4x4 3x4 4x4 5x6 3x4 2x4 2x4 2x4 2-5-8 2-5-8 12-0-0 9-6-8 21-8-8 9-8-8 26-6-14 4-10-6 31-5-4 4-10-6 41-5-0 9-11-12 -2-0-0 2-0-0 2-5-8 2-5-8 7-2-12 4-9-4 12-0-0 4-9-4 16-10-4 4-10-4 21-8-8 4-10-4 26-6-14 4-10-6 31-5-4 4-10-6 36-3-6 4-10-2 41-5-0 5-1-10 1- 0 - 0 6- 0 - 0 10 - 1 0 - 4 11 - 0 - 1 1- 0 - 0 4- 9 - 1 2 5.00 12 6.00 12 3.00 12 Plate Offsets (X,Y)-- [11:0-1-12,0-2-0], [13:0-3-0,0-2-12], [15:0-2-0,0-2-0], [18:0-2-12,0-3-4], [21:0-2-12,0-2-12], [22:Edge,0-9-11], [22:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.46 0.85 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.38 0.14 0.05 (loc) 18-20 18-20 14 18-20 l/defl >999 >910 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 240 lb FT = 0% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except* B4: 2x4 DF Stud/Std WEBS 2x4 DF Stud/Std *Except* W1,W16: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-11-5 oc bracing. WEBS 1 Row at midpt 4-21, 8-15, 9-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 2-5-8 except (jt=length) 14=0-5-8, 13=Mechanical. (lb) - Max Horz22=177(LC 11) Max Uplift All uplift 100 lb or less at joint(s) except 22=-605(LC 1), 21=-110(LC 12), 14=-138(LC 12), 13=-433(LC 23) Max Grav All reactions 250 lb or less at joint(s) 13 except 21=2333(LC 1), 21=2333(LC 1), 14=2873(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-102/1260, 3-4=-65/1260, 4-5=-2056/146, 5-6=-2162/212, 6-26=-946/87, 7-26=-778/103, 7-27=-845/113, 8-27=-938/97, 9-10=-36/1422, 10-11=-53/1249, 11-28=-368/0, 12-28=-424/0, 2-22=-44/518, 12-13=-344/39 BOT CHORD 21-22=-416/96, 20-21=-108/1318, 19-20=-34/1425, 18-19=-23/1447, 7-18=0/337, 14-15=-1187/123, 13-14=-784/29 WEBS 3-21=-423/78, 4-21=-2951/217, 4-20=0/588, 5-20=-580/104, 6-20=-73/768, 6-18=-788/150, 8-18=0/932, 8-15=-1327/44, 9-15=-98/1813, 9-14=-2392/203, 11-14=-619/114, 2-21=-737/96, 11-13=0/1091 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=41ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-0-11 to 2-3-12, Interior(1) 2-3-12 to 21-8-8, Exterior(2R) 21-8-8 to 25-10-3, Interior(1) 25-10-3 to 41-3-4 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) 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. 4) All plates are MT20 plates unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 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 605 lb uplift at joint 22, 110 lb uplift at joint 21, 138 lb uplift at joint 14 and 433 lb uplift at joint 13. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B1121-20 Truss C15 Truss Type Roof Special Qty 5 Ply 1 Justin Rasmussen(DW7/2) Job Reference (optional) Run: 83.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Mon Jul 6 16:05:39 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:wslQrFd1p57tE9_1lFod?Ez02Xc-5?iIQkC_dZeiGV3a1QLx44XW62XkdmQxjAEjMbz_jfA Scale = 1:76.8 T2 T3 B2 B3 B4 W1 W2 W3 W5 W4 W6 W7 W8 W9HW1 HW2 T4 B1 B51 2 3 4 5 6 7 8 9 10 11 1219 18 17 16 15 14 13 20 21 22 23 5x8 M18SHS 3x6 4x6 5x8 2x4 3x6 3x4 5x6 3x4 3x4 4x8 4x4 3x4 2x4 5x10 MT20HS 5x6 5x6 3x12 5x6 10-0-0 10-0-0 19-8-8 9-8-8 24-6-14 4-10-6 29-5-4 4-10-6 39-5-0 9-11-12 -2-0-0 2-0-0 6-9-3 6-9-3 13-2-13 6-5-11 19-8-8 6-5-11 24-6-14 4-10-6 29-5-4 4-10-6 34-3-6 4-10-2 39-5-0 5-1-10 1- 0 - 0 10 - 1 0 - 4 11 - 2 - 3 1- 0 - 0 4- 9 - 1 2 6.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-2-5,0-1-0], [4:0-3-0,0-3-0], [8:0-1-12,0-2-0], [14:0-1-8,0-1-12], [17:0-2-12,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.86 0.84 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.24 -0.44 0.20 0.07 (loc) 17-19 17-19 13 17-19 l/defl >999 >804 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS M18SHS Weight: 224 lb FT = 0% GRIP 220/195 165/146 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except* T1: 2x4 DF 2400F 2.0E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except* B3: 2x4 DF Stud/Std WEBS 2x4 DF Stud/Std SLIDER Left 2x8 DF SS -| 3-10-13, Right 2x8 DF SS -| 2-11-8 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-5-9 oc bracing. WEBS 1 Row at midpt 5-17, 7-14, 8-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 13=3094/0-5-8 (min. 0-3-5), 2=1410/0-5-8 (min. 0-1-8), 12=-308/Mechanical Max Horz2=161(LC 11) Max Uplift13=-140(LC 12), 2=-134(LC 12), 12=-531(LC 23) Max Grav13=3094(LC 1), 2=1410(LC 1), 12=133(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-20=-2828/196, 3-20=-2696/209, 3-4=-2695/222, 4-5=-2378/179, 5-21=-1006/87, 6-21=-873/101, 6-22=-775/119, 7-22=-943/103, 8-9=-21/1625, 9-10=-31/1452, 10-23=0/1140, 11-23=0/1121, 11-12=-2/1131 BOT CHORD 2-19=-144/2381, 18-19=-51/1849, 17-18=-41/1873, 6-17=0/340, 13-14=-1380/119, 12-13=-931/37 WEBS 4-19=-294/114, 5-19=0/497, 5-17=-1114/172, 14-17=-279/170, 7-17=0/1022, 7-14=-1413/26, 8-14=-81/2007, 8-13=-2572/185, 10-13=-676/105 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=39ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-0-13 to 1-10-8, Interior(1) 1-10-8 to 19-8-8, Exterior(2R) 19-8-8 to 23-7-13, Interior(1) 23-7-13 to 39-5-0 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 3) All plates are MT20 plates unless otherwise indicated. 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) Bearing at joint(s) 2 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 capable of withstanding 140 lb uplift at joint 13, 134 lb uplift at joint 2 and 531 lb uplift at joint 12. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B1121-20 Truss C16 Truss Type Common Qty 1 Ply 1 Justin Rasmussen(DW7/2) Job Reference (optional) Run: 83.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Mon Jul 6 16:05:40 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:wslQrFd1p57tE9_1lFod?Ez02Xc-ZCFgd4DcOsmZufemb7sAdI4nISzNMKB5yq_Hu2z_jf9 Scale = 1:70.6 T2 T2 B1 W4 W3 W2 W1 W3 W2 W1HW1 HW1 T3 B1B21 2 3 4 5 6 7 8 9 10 15 14 13 12 11 16 17 18 19 20 21 5x6 3x12 5x6 5x6 3x6 3x8 3x4 3x4 5x6 3x4 3x4 5x6 3x12 5x6 5x6 3x6 10-0-0 10-0-0 19-8-8 9-8-8 29-5-0 9-8-8 29-8-0 0-3-0 39-5-0 9-9-0 -2-0-0 2-0-0 6-9-3 6-9-3 13-2-13 6-5-11 19-8-8 6-5-11 26-2-3 6-5-11 32-7-13 6-5-11 39-5-0 6-9-3 1- 0 - 0 10 - 1 0 - 4 11 - 2 - 3 1- 0 - 0 6.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-3-0], [8:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.45 0.50 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.26 0.02 0.01 (loc) 11-13 13-15 10 10-11 l/defl >627 >457 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 212 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std SLIDER Left 2x8 DF SS -| 3-10-8, Right 2x8 DF SS -| 3-10-8 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. WEBS 1 Row at midpt 6-13, 7-13, 5-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 29-8-0 except (jt=length) 10=Mechanical. (lb) - Max Horz2=161(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 13, 11, 15, 10 Max Grav All reactions 250 lb or less at joint(s) except 2=785(LC 23), 13=1116(LC 17), 11=892(LC 18), 11=828(LC 1), 15=939(LC 17), 10=629(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-16=-678/63, 3-16=-558/75, 3-4=-508/89, 4-5=-298/89, 7-8=-358/121, 8-19=-567/123, 9-19=-592/111, 9-10=-717/107 BOT CHORD 2-15=-26/522, 15-20=-11/330, 14-20=-11/330, 13-14=-11/330, 12-13=0/310, 12-21=0/310, 11-21=0/310, 10-11=-34/529 WEBS 6-13=-469/26, 7-13=-366/118, 7-11=-278/24, 8-11=-527/122, 5-13=-329/108, 5-15=-352/56, 4-15=-505/109 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=39ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-0-13 to 1-10-8, Interior(1) 1-10-8 to 19-8-8, Exterior(2R) 19-8-8 to 23-7-13, Interior(1) 23-7-13 to 39-5-0 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 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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 = 8.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 13, 11, 15, 10. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B1121-20 Truss C17 Truss Type Common Qty 7 Ply 1 Justin Rasmussen(DW7/2) Job Reference (optional) Run: 83.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Mon Jul 6 16:05:41 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:wslQrFd1p57tE9_1lFod?Ez02Xc-1Op2qQEE8AuQVpCy9rNP9VdrssE05j9EAUjqRUz_jf8 Scale = 1:68.3 T2 T2 B1 W4 W3 W2 W1 W3 W2 W1HW1 HW1 T1 T3 B1B21 2 3 4 5 6 7 8 9 10 15 14 13 12 11 16 17 18 19 20 21 5x6 6x12 5x6 5x6 4x6 3x8 3x4 3x4 5x6 3x4 3x4 5x6 6x12 5x6 5x6 4x6 10-0-0 10-0-0 19-8-8 9-8-8 29-5-0 9-8-8 39-5-0 10-0-0 -2-0-0 2-0-0 6-9-3 6-9-3 13-2-13 6-5-11 19-8-8 6-5-11 26-2-3 6-5-11 32-7-13 6-5-11 39-5-0 6-9-3 1- 0 - 0 10 - 1 0 - 4 11 - 2 - 3 1- 0 - 0 6.00 12 Plate Offsets (X,Y)-- [2:0-8-1,Edge], [4:0-3-0,0-3-0], [8:0-3-0,0-3-0], [10:0-8-1,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.91 0.79 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.39 -0.58 0.15 0.08 (loc) 13-15 13-15 10 13-15 l/defl >999 >821 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 212 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except* T1,T3: 2x4 DF 2400F 2.0E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std SLIDER Left 2x8 DF SS -| 3-10-8, Right 2x8 DF SS -| 3-10-8 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-13, 5-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=2193/0-5-8 (min. 0-2-6), 10=2006/Mechanical Max Horz2=161(LC 11) Max Uplift2=-168(LC 12), 10=-112(LC 12) Max Grav2=2212(LC 17), 10=2058(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-16=-3370/225, 3-16=-3241/237, 3-4=-3243/250, 4-5=-3078/254, 5-17=-2309/240, 6-17=-2205/262, 6-18=-2205/267, 7-18=-2309/245, 7-8=-3097/273, 8-19=-3246/272, 9-19=-3267/262, 9-10=-3391/246 BOT CHORD 2-15=-156/2900, 15-20=-102/2580, 14-20=-102/2580, 13-14=-102/2580, 12-13=-94/2493, 12-21=-94/2493, 11-21=-94/2493, 10-11=-161/2812 WEBS 6-13=-104/1547, 7-13=-866/131, 7-11=0/538, 8-11=-320/107, 5-13=-855/129, 5-15=0/518, 4-15=-294/95 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=39ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-0-13 to 1-10-8, Interior(1) 1-10-8 to 19-8-8, Exterior(2R) 19-8-8 to 23-7-13, Interior(1) 23-7-13 to 39-5-0 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 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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 = 8.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=168, 10=112. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B1121-20 Truss C18G Truss Type Common Supported Gable Qty 1 Ply 1 Justin Rasmussen(DW7/2) Job Reference (optional) Run: 83.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Mon Jul 6 16:05:42 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:wslQrFd1p57tE9_1lFod?Ez02Xc-VaNQ2mFtvU0H7zn9iYueii9AyGkaqIHOP8TOzwz_jf7 Scale = 1:69.4 W1 T2 T2 W1B1 ST10 ST9 ST8 ST7 ST6 ST5 ST4 ST3 ST2 ST1 ST9 ST8 ST7 ST6 ST5 ST4 ST3 ST2 ST1T3 B1B21 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 48 3x6 5x6 3x6 3x6 3x6 39-5-0 39-5-0 -2-0-0 2-0-0 19-8-8 19-8-8 39-5-0 19-8-8 1- 0 - 0 10 - 1 0 - 4 11 - 2 - 3 1- 0 - 0 6.00 12 Plate Offsets (X,Y)-- [5:0-1-9,Edge], [21:0-1-9,Edge], [34:0-2-8,0-1-8], [38:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.31 0.07 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.02 0.00 (loc) 1 1 25 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 261 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std 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 13-36, 12-37, 11-39, 14-35, 15-33 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 39-5-0. (lb) - Max Horz47=178(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 47, 25, 37, 39, 40, 41, 42, 43, 44, 45, 46, 35, 33, 32, 31, 30, 29, 28, 27, 26 Max Grav All reactions 250 lb or less at joint(s) 25, 36, 37, 39, 40, 41, 42, 43, 44, 45, 46, 35, 33, 32, 31, 30, 29, 28, 27, 26 except 47=393(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-47=-345/126, 12-13=-141/255, 13-14=-141/255 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=39ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3E) -2-0-13 to 1-8-8, Exterior(2N) 1-8-8 to 19-8-8, Corner(3R) 19-8-8 to 23-8-8, Exterior(2N) 23-8-8 to 39-3-4 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) 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. 4) All plates are 2x4 MT20 unless otherwise indicated. 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 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 47, 25, 37, 39, 40, 41 , 42, 43, 44, 45, 46, 35, 33, 32, 31, 30, 29, 28, 27, 26. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard