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HomeMy WebLinkAboutTRUSS SPECS - 20-00200 - 1227 Stone Dr - New SFRJob B0402-20 Truss A1GD Truss Type Hip Girder Qty 1 Ply 2 New Peak Const./Teewinot Model(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:07:13 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:wKILwAt7Bz4GQQd9pPf2U8zZegF-?XfuyOxH_leycv0K1kSgoF_DdFBZGPVwQkykgyzZJvy Scale = 1:68.0 T1 T2 T1 B1 W1 W2 W3 W4 W5 W4 W5 W4 W5 W4 W3 W2 W1 T3 B1B21 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 22 23 24 25 26 27 28 29 30 31 32 33 5x6 3x8 4x8 5x8 M18SHS 3x4 2x4 6x8 3x8 2x4 4x8 2x4 2x4 3x8 6x8 3x4 2x4 5x6 5x8 M18SHS 4x8 4-6-5 4-6-5 8-0-0 3-5-11 13-5-2 5-5-2 19-0-0 5-6-14 24-6-14 5-6-14 30-0-0 5-5-2 33-5-11 3-5-11 38-0-0 4-6-5 -1-6-0 1-6-0 4-6-5 4-6-5 8-0-0 3-5-11 13-5-2 5-5-2 19-0-0 5-6-14 24-6-14 5-6-14 30-0-0 5-5-2 33-5-11 3-5-11 38-0-0 4-6-5 39-6-0 1-6-0 0- 4 - 1 3- 6 - 7 3- 8 - 1 0- 4 - 1 3- 6 - 7 5.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-0-0], [5:0-2-8,0-1-8], [8:0-2-0,0-1-8], [11:0-2-1,0-0-0], [14:0-4-0,0-4-0], [20:0-4-0,0-4-0] 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 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.79 0.85 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.72 -1.03 0.22 0.23 (loc) 17 17 11 17 l/defl >628 >439 n/a >999 L/d 360 240 n/a 240 PLATES MT20 M18SHS Weight: 407 lb FT = 0% GRIP 220/195 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except* T2,T3: 2x4 DF 2400F 2.0E BOT CHORD 2x6 DF 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-5 oc purlins, except 2-0-0 oc purlins (3-6-10 max.): 4-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=4889/0-5-8 (min. 0-2-10), 11=4889/0-5-8 (min. 0-2-10) Max Horz2=49(LC 24) Max Uplift2=-380(LC 8), 11=-380(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-11092/769, 3-4=-11403/828, 4-22=-10401/770, 5-22=-10404/770, 5-23=-16053/1165, 6-23=-16053/1165, 6-7=-16053/1165, 7-24=-16053/1165, 8-24=-16053/1165, 8-25=-10404/770, 9-25=-10401/770, 9-10=-11404/828, 10-11=-11092/769 BOT CHORD 2-21=-653/10117, 20-21=-653/10117, 20-26=-975/14685, 26-27=-975/14685, 19-27=-975/14685, 19-28=-975/14685, 18-28=-975/14685, 18-29=-975/14685, 17-29=-975/14685, 17-30=-975/14685, 16-30=-975/14685, 16-31=-975/14685, 15-31=-975/14685, 15-32=-975/14685, 32-33=-975/14685, 14-33=-975/14685, 13-14=-653/10118, 11-13=-653/10118 WEBS 3-21=-366/68, 3-20=-144/803, 4-20=-246/3875, 5-20=-5038/346, 5-19=-31/1074, 5-17=-117/1676, 6-17=-479/78, 8-17=-117/1676, 8-15=-31/1074, 8-14=-5038/346, 9-14=-246/3875, 10-14=-145/803, 10-13=-366/68 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=38ft; 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) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 380 lb uplift at joint 2 and 380 lb uplift at joint 11. 10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. Continued on page 2 Job B0402-20 Truss A1GD Truss Type Hip Girder Qty 1 Ply 2 New Peak Const./Teewinot Model(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:07:13 2020 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401 ID:wKILwAt7Bz4GQQd9pPf2U8zZegF-?XfuyOxH_leycv0K1kSgoF_DdFBZGPVwQkykgyzZJvy NOTES- 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1046 lb down and 106 lb up at 8-0-0, 355 lb down and 35 lb up at 10-0-12 , 355 lb down and 35 lb up at 12-0-12, 355 lb down and 35 lb up at 14-0-12, 355 lb down and 35 lb up at 16-0-12, 355 lb down and 35 lb up at 18-0-12, 355 lb down and 35 lb up at 19-11-4, 355 lb down and 35 lb up at 21-11-4, 355 lb down and 35 lb up at 23-11-4, 355 lb down and 35 lb up at 25-11-4, and 355 lb down and 35 lb up at 27-11-4, and 1046 lb down and 106 lb up at 29-11-4 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: 1-4=-86, 4-9=-86, 9-12=-86, 2-11=-16 Concentrated Loads (lb) Vert: 18=-355(F) 20=-1046(F) 14=-1046(F) 16=-355(F) 26=-355(F) 27=-355(F) 28=-355(F) 29=-355(F) 30=-355(F) 31=-355(F) 32=-355(F) 33=-355(F) Job B0402-20 Truss A2 Truss Type Hip Qty 1 Ply 1 New Peak Const./Teewinot Model(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:07:14 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:wKILwAt7Bz4GQQd9pPf2U8zZegF-TjDG9kyvl2mpD3bWbSzvKSXS_fYx?z_3fOiHCOzZJvx Scale = 1:68.0 T1 T2 T1 B1 W1 W2 W3 W4 W4 W3 W2 W1 T3 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 5x6 3x6 3x6 3x8 M18SHS3x8 2x4 3x4 3x4 3x4 3x8 2x4 5x6 3x8 M18SHS 3x6 10-0-0 10-0-0 19-0-0 9-0-0 28-0-0 9-0-0 38-0-0 10-0-0 -1-6-0 1-6-0 5-3-14 5-3-14 10-0-0 4-8-2 16-0-0 6-0-0 22-0-0 6-0-0 28-0-0 6-0-0 32-8-2 4-8-2 38-0-0 5-3-14 39-6-0 1-6-0 0- 4 - 1 4- 4 - 7 4- 6 - 1 0- 4 - 1 4- 4 - 7 5.00 12 Plate Offsets (X,Y)-- [2:0-0-2,Edge], [10:0-0-2,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 IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.56 0.71 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.46 -0.69 0.21 0.14 (loc) 14 12-14 10 14 l/defl >984 >653 n/a >999 L/d 360 240 n/a 240 PLATES MT20 M18SHS Weight: 166 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-6 oc purlins, except 2-0-0 oc purlins (2-10-5 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-16, 6-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=2068/0-5-8 (min. 0-2-3), 10=2068/0-5-8 (min. 0-2-3) Max Horz2=-60(LC 10) Max Uplift2=-154(LC 12), 10=-154(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-4131/472, 17-18=-4047/486, 3-18=-3977/487, 3-4=-3739/419, 4-19=-3368/414, 19-20=-3370/414, 20-21=-3372/414, 5-21=-3373/414, 5-6=-4362/486, 6-22=-3377/414, 22-23=-3377/414, 7-23=-3377/414, 7-24=-3378/414, 8-24=-3373/415, 8-9=-3744/419, 9-25=-3974/487, 25-26=-4043/485, 10-26=-4128/472 BOT CHORD 2-16=-389/3701, 15-16=-382/4306, 14-15=-382/4306, 13-14=-386/4316, 12-13=-386/4316, 10-12=-397/3697 WEBS 3-16=-340/124, 4-16=-36/921, 5-16=-1293/161, 6-12=-1296/162, 8-12=-36/917, 9-12=-328/122 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-11 to 2-2-15, Interior(1) 2-2-15 to 10-0-0, Exterior(2) 10-0-0 to 15-4-8, Interior(1) 15-4-8 to 28-0-0, Exterior(2) 28-0-0 to 33-4-8, Interior(1) 33-4-8 to 39-6-11 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) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 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 154 lb uplift at joint 2 and 154 lb uplift at joint 10. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job B0402-20 Truss A3 Truss Type Hip Qty 1 Ply 1 New Peak Const./Teewinot Model(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:07:16 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:wKILwAt7Bz4GQQd9pPf2U8zZegF-Q6L1aPz9Hg0WTNkujt?NQtcjLTERTpTM6iBOHHzZJvv Scale = 1:66.0 T1 T2 T3 B1 B2 B3 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 W13 W14 1 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 19 20 21 22 23 24 25 26 27 3x8 5x6 6x8 6x8 4x12 2x4 3x4 3x8 4x4 4x4 3x6 2x4 7x10 M18SHS 3x4 3x4 3x4 2x4 8-5-8 8-5-8 12-0-0 3-6-8 17-6-0 5-6-0 23-0-0 5-6-0 26-0-0 3-0-0 31-6-12 5-6-12 38-0-0 6-5-4 4-6-10 4-6-10 8-5-8 3-10-14 12-0-0 3-6-8 15-8-0 3-8-0 19-4-0 3-8-0 23-0-0 3-8-0 26-0-0 3-0-0 29-8-8 3-8-8 33-5-0 3-8-8 38-0-0 4-7-0 39-6-0 1-6-0 0- 4 - 1 5- 2 - 7 5- 4 - 1 0- 4 - 1 3- 0 - 6 5- 2 - 7 5.00 12 2.50 12 Plate Offsets (X,Y)-- [1:0-4-2,0-1-8], [6:0-2-4,0-1-8], [8:0-4-2,Edge], [11:0-0-12,Edge], [15:0-4-12,0-3-8], [17:0-1-15,0-1-8], [18:0-5-0,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 IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.89 0.71 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -1.04 -1.52 0.72 0.32 (loc) 15-16 15-16 11 15-16 l/defl >436 >298 n/a >999 L/d 360 240 n/a 240 PLATES MT20 M18SHS Weight: 173 lb FT = 0% GRIP 220/195 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except* T2: 2x4 DF 2400F 2.0E BOT CHORD 2x4 DF 2400F 2.0E *Except* B1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std *Except* W8,W10: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-12 oc purlins, except 2-0-0 oc purlins (2-2-0 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-17 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=1919/Mechanical, 11=2080/0-5-8 (min. 0-2-0) Max Horz1=-70(LC 10) Max Uplift1=-108(LC 12), 11=-156(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-19=-4343/481, 2-19=-4226/487, 2-20=-3936/436, 3-20=-3861/442, 3-4=-4064/475, 4-21=-3679/456, 21-22=-3682/456, 5-22=-3685/455, 5-23=-5932/640, 6-23=-5932/640, 6-24=-9052/916, 7-24=-9052/916, 7-25=-9055/916, 8-25=-9052/917, 8-9=-6638/702, 9-26=-7053/736, 10-26=-7116/729, 10-27=-7161/765, 11-27=-7256/754 BOT CHORD 1-18=-396/3942, 17-18=-328/3631, 16-17=-454/5274, 15-16=-608/6997, 14-15=-530/6215, 13-14=-652/6657, 11-13=-672/6652 WEBS 2-18=-415/112, 3-18=-449/90, 3-17=-16/439, 4-17=-105/1200, 5-17=-2188/227, 5-16=-97/1502, 6-16=-1769/192, 6-15=-197/2475, 7-15=-370/82, 8-15=-318/3528, 8-14=-35/373, 9-14=-451/118, 10-13=-16/260 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-0-12 to 3-10-6, Interior(1) 3-10-6 to 12-0-0, Exterior(2) 12-0-0 to 17-4-8, Interior(1) 17-4-8 to 26-0-0, Exterior(2) 26-0-0 to 31-4-8, Interior(1) 31-4-8 to 39-6-11 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) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 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) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 108 lb uplift at joint 1 and 156 lb uplift at joint 11. 10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job B0402-20 Truss A4 Truss Type Hip Qty 1 Ply 1 New Peak Const./Teewinot Model(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:07:17 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:wKILwAt7Bz4GQQd9pPf2U8zZegF-uIuPol_n2z8N4WJ5GaXcy59uVsYhCCwWLMwxpjzZJvu Scale = 1:66.0 T1 T2 T3 B1 B2 B3 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 T4 1 2 3 4 5 6 7 8 9 10 11 12 17 16 15 14 13 18 19 20 21 22 23 3x8 5x6 7x10 MT20HS 3x6 6x8 4x12 2x4 3x4 3x8 3x6 2x4 8x12 MT20HS 3x4 3x4 3x4 2x4 8-5-8 8-5-8 14-0-0 5-6-8 23-0-0 9-0-0 24-0-0 1-0-0 30-6-12 6-6-12 38-0-0 7-5-4 4-6-10 4-6-10 8-5-8 3-10-14 14-0-0 5-6-8 18-6-0 4-6-0 23-0-0 4-6-0 24-0-0 1-0-0 28-4-8 4-4-8 32-9-0 4-4-8 38-0-0 5-3-0 39-6-0 1-6-0 0- 4 - 1 6- 0 - 7 6- 2 - 1 0- 4 - 1 3- 0 - 6 6- 0 - 7 5.00 12 2.50 12 Plate Offsets (X,Y)-- [1:0-4-2,0-1-8], [7:0-4-0,0-1-4], [11:0-0-12,Edge], [15:0-6-0,0-3-9], [17:0-5-0,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 IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.86 0.84 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.88 -1.33 0.64 0.27 (loc) 15-16 15-16 11 15 l/defl >515 >341 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 172 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* B3: 2x4 DF 2400F 2.0E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-2 oc purlins, except 2-0-0 oc purlins (2-2-0 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=1919/Mechanical, 11=2080/0-5-8 (min. 0-2-0) Max Horz1=-80(LC 10) Max Uplift1=-108(LC 12), 11=-156(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-4328/472, 2-18=-4213/478, 2-3=-3948/437, 3-19=-4070/438, 4-19=-4060/456, 4-20=-3652/450, 5-20=-3657/450, 5-21=-6366/654, 6-21=-6366/654, 6-7=-6374/654, 7-8=-6204/648, 8-22=-6974/707, 9-22=-7028/699, 9-10=-7079/698, 10-23=-7287/757, 11-23=-7385/742 BOT CHORD 1-17=-381/3927, 16-17=-328/3660, 15-16=-425/5074, 14-15=-450/5791, 13-14=-611/6480, 11-13=-661/6788 WEBS 2-17=-377/101, 3-17=-481/96, 3-16=0/429, 4-16=-71/1082, 5-16=-1842/208, 5-15=-89/1648, 6-15=-531/102, 7-15=-153/2052, 7-14=-89/425, 8-14=-714/144, 8-13=0/339 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-0-12 to 3-10-6, Interior(1) 3-10-6 to 14-0-0, Exterior(2) 14-0-0 to 19-4-8, Interior(1) 19-4-8 to 24-0-0, Exterior(2) 24-0-0 to 29-4-8, Interior(1) 29-4-8 to 39-6-11 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) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 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) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 108 lb uplift at joint 1 and 156 lb uplift at joint 11. 10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job B0402-20 Truss A5 Truss Type Hip Qty 1 Ply 1 New Peak Const./Teewinot Model(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:07:18 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:wKILwAt7Bz4GQQd9pPf2U8zZegF-MVSn?5?QpHGEiguHqI2rVIh20GvjxiFfZ?gVM9zZJvt Scale = 1:67.2 T2 T3 T4 B1 B2 B3 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 T1 T5 1 2 3 4 5 6 7 8 9 10 11 16 15 1413 12 17 18 19 20 21 22 6x8 M18SHS 5x6 3x6 3x8 5x10 MT20HS 4x12 5x6 3x4 3x4 12x22 MT18HS 4x4 3x4 3x4 2x4 8-5-8 8-5-8 16-0-0 7-6-8 22-0-0 6-0-0 23-0-0 1-0-0 30-0-12 7-0-12 38-0-0 7-11-4 4-6-10 4-6-10 8-5-8 3-10-14 16-0-0 7-6-8 22-0-0 6-0-0 23-0-0 1-0-0 27-8-8 4-8-8 32-5-0 4-8-8 38-0-0 5-7-0 39-6-0 1-6-0 0- 4 - 1 6- 1 0 - 7 7- 0 - 1 0- 4 - 1 3- 0 - 6 6- 1 0 - 7 5.00 12 2.50 12 Plate Offsets (X,Y)-- [1:0-4-2,0-1-8], [2:0-3-0,0-3-0], [4:0-4-2,Edge], [6:0-1-0,0-1-12], [10:0-0-12,Edge], [14:1-1-4,Edge], [14:0-1-13,0-0-0], [16:0-4-12,0-2-8] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.94 0.79 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.84 -1.24 0.60 0.26 (loc) 12-13 12-13 10 12-13 l/defl >538 >364 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS M18SHS MT18HSWeight: 174 lb FT = 0% GRIP 220/195 165/146 220/195 220/195 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 *Except* B3: 2x4 DF 2400F 2.0E WEBS 2x4 DF Stud/Std *Except* W8: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (2-5-4 max.): 4-5. 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) 1=1919/Mechanical, 10=2080/0-5-8 (min. 0-2-0) Max Horz1=-91(LC 10) Max Uplift1=-108(LC 12), 10=-156(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-17=-4308/456, 2-17=-4194/463, 2-3=-3983/423, 3-18=-3979/421, 4-18=-3857/438, 4-19=-4705/531, 19-20=-4705/531, 5-20=-4705/531, 5-6=-5007/561, 6-21=-5807/599, 7-21=-5818/584, 7-8=-7005/677, 8-9=-7059/666, 9-22=-7331/735, 10-22=-7432/719 BOT CHORD 1-16=-366/3903, 15-16=-321/3713, 14-15=-261/3655, 13-14=-404/5375, 12-13=-573/6376, 10-12=-640/6837 WEBS 2-16=-302/87, 3-16=-485/113, 3-15=-242/363, 4-15=-62/262, 4-14=-116/1461, 5-14=-113/1279, 6-14=-2206/224, 6-13=-194/2587, 7-13=-1006/162, 7-12=0/411, 9-12=-290/124 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-0-12 to 3-10-6, Interior(1) 3-10-6 to 16-0-0, Exterior(2) 16-0-0 to 21-4-8, Interior(1) 21-4-8 to 22-0-0, Exterior(2) 22-0-0 to 27-4-8, Interior(1) 27-4-8 to 39-6-11 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) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 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) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 108 lb uplift at joint 1 and 156 lb uplift at joint 10. 10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job B0402-20 Truss A6 Truss Type Hip Qty 1 Ply 1 New Peak Const./Teewinot Model(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:07:19 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:wKILwAt7Bz4GQQd9pPf2U8zZegF-qh09CR02abO5KqTTO?Z41WEDngGsgAxpofP2ubzZJvs Scale = 1:67.6 T2 T3 T4 B1 B2 B3 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12T1 T5 1 2 3 4 5 6 7 8 9 10 11 12 13 18 17 16 15 14 19 20 21 22 3x6 5x6 5x6 3x6 3x8 5x10 MT20HS 4x12 2x4 2x4 3x4 3x4 4x8 4x4 6x16 MT20HS 3x4 3x4 2x4 8-5-8 8-5-8 18-0-0 9-6-8 20-0-0 2-0-0 23-0-0 3-0-0 30-0-12 7-0-12 38-0-0 7-11-4 4-6-10 4-6-10 8-5-8 3-10-14 13-2-12 4-9-4 18-0-0 4-9-4 20-0-0 2-0-0 23-0-0 3-0-0 27-8-8 4-8-8 32-5-0 4-8-8 38-0-0 5-7-0 39-6-0 1-6-0 0- 4 - 1 7- 8 - 7 7- 1 0 - 1 0- 4 - 1 3- 0 - 6 7- 8 - 7 5.00 12 2.50 12 Plate Offsets (X,Y)-- [1:0-4-2,0-1-8], [6:0-3-0,0-1-12], [8:0-1-0,0-1-8], [12:0-0-12,Edge], [15:0-7-8,0-3-8], [18:0-4-12,0-2-8] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.94 0.73 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.82 -1.22 0.60 0.25 (loc) 14-15 14-15 12 14-15 l/defl >549 >371 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 183 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* B3: 2x4 DF 2400F 2.0E WEBS 2x4 DF Stud/Std *Except* W9: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BRACING- TOP CHORD Structural wood sheathing directly applied or 1-7-10 oc purlins, except 2-0-0 oc purlins (3-4-11 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=1919/Mechanical, 12=2080/0-5-8 (min. 0-2-0) Max Horz1=-101(LC 10) Max Uplift1=-108(LC 12), 12=-156(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-19=-4344/434, 2-19=-4229/441, 2-3=-3964/368, 3-4=-3904/379, 4-20=-3981/419, 5-20=-3835/427, 5-6=-3678/386, 6-7=-3587/406, 7-8=-3945/427, 8-21=-5752/539, 9-21=-5838/532, 9-10=-6997/601, 10-11=-7052/590, 11-22=-7329/665, 12-22=-7430/649 BOT CHORD 1-18=-348/3940, 17-18=-271/3735, 16-17=-174/3390, 15-16=-357/5427, 14-15=-497/6375, 12-14=-576/6836 WEBS 2-18=-393/111, 4-18=-384/84, 5-18=-262/177, 5-17=-525/130, 6-17=-22/535, 6-16=-84/790, 7-16=-127/1246, 8-16=-2829/254, 8-15=-156/2736, 9-15=-990/135, 9-14=0/415, 11-14=-313/103 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-0-12 to 3-10-6, Interior(1) 3-10-6 to 18-0-0, Exterior(2) 18-0-0 to 25-4-8, Interior(1) 25-4-8 to 39-6-11 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) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 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) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 108 lb uplift at joint 1 and 156 lb uplift at joint 12. 10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job B0402-20 Truss A7 Truss Type Roof Special Qty 1 Ply 1 New Peak Const./Teewinot Model(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:07:20 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:wKILwAt7Bz4GQQd9pPf2U8zZegF-ItaXQn0gLuWyx_2gyj4JajnNY4bkPXUy1J9bQ2zZJvr Scale: 3/16"=1' T2 T3 B1 B2 B3 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11T1 T41 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 18 19 3x6 5x6 3x8 6x8 4x12 2x4 3x4 3x4 3x4 4x8 4x4 6x16 MT20HS 3x4 3x4 5x6 8-5-8 8-5-8 13-8-12 5-3-4 19-0-0 5-3-4 23-0-0 4-0-0 30-0-12 7-0-12 38-0-0 7-11-4 4-6-10 4-6-10 8-5-8 3-10-14 13-8-12 5-3-4 19-0-0 5-3-4 23-0-0 4-0-0 27-8-8 4-8-8 32-5-0 4-8-8 38-0-0 5-7-0 39-6-0 1-6-0 0- 4 - 1 8- 3 - 1 0- 4 - 1 3- 0 - 6 5.00 12 2.50 12 Plate Offsets (X,Y)-- [1:0-4-2,0-1-8], [7:0-1-0,0-1-8], [9:0-3-0,0-3-0], [10:0-0-12,Edge], [13:0-7-8,0-3-8], [16:0-5-0,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 IRC2015/TPI2014 CSI. TC BC WB Matrix-R 1.00 0.75 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.84 -1.25 0.61 0.26 (loc) 12-13 12-13 10 12-13 l/defl >536 >362 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 176 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* B3: 2x4 DF 2400F 2.0E WEBS 2x4 DF Stud/Std *Except* W8: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=1919/Mechanical, 10=2080/0-5-8 (min. 0-2-0) Max Horz1=-107(LC 10) Max Uplift1=-108(LC 12), 10=-156(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-17=-4332/411, 2-17=-4218/417, 2-3=-3951/347, 3-4=-3833/359, 4-5=-4024/374, 5-18=-3534/332, 6-18=-3446/347, 6-7=-3501/342, 7-8=-5836/466, 8-9=-7060/527, 9-19=-7333/590, 10-19=-7437/574 BOT CHORD 1-16=-330/3931, 15-16=-242/3656, 14-15=-209/3722, 13-14=-294/5425, 12-13=-420/6370, 10-12=-505/6843 WEBS 2-16=-394/105, 4-16=-461/71, 5-14=-704/110, 6-14=-167/2223, 7-14=-3039/234, 7-13=-131/2733, 8-13=-981/123, 8-12=0/447, 9-12=-318/105 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-0-12 to 3-10-6, Interior(1) 3-10-6 to 19-0-0, Exterior(2) 19-0-0 to 23-0-0, Interior(1) 23-0-0 to 39-6-11 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) 10 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 108 lb uplift at joint 1 and 156 lb uplift at joint 10. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B0402-20 Truss A8 Truss Type Roof Special Qty 3 Ply 1 New Peak Const./Teewinot Model(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:07:21 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:wKILwAt7Bz4GQQd9pPf2U8zZegF-m48wd71I6CepZ8dsVQbY7xJecUxo8?R5Gzu9yUzZJvq Scale = 1:65.7 T2 T3 B1 B2 B3 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11T1 T4 1 2 3 4 5 6 7 8 9 10 11 12 17 16 15 14 13 18 19 20 3x6 5x6 3x6 6x8 3x8 2x4 4x6 4x6 3x4 3x8 4x4 5x6 3x4 3x4 5x6 8-0-0 8-0-0 8-5-8 0-5-8 13-8-12 5-3-4 19-0-0 5-3-4 23-0-0 4-0-0 30-0-12 7-0-12 38-0-0 7-11-4 -1-6-0 1-6-0 4-6-10 4-6-10 8-5-8 3-10-14 13-8-12 5-3-4 19-0-0 5-3-4 23-0-0 4-0-0 27-8-8 4-8-8 32-5-0 4-8-8 38-0-0 5-7-0 39-6-0 1-6-0 0- 4 - 1 8- 3 - 1 0- 4 - 1 3- 0 - 6 5.00 12 2.50 12 Plate Offsets (X,Y)-- [8:0-1-0,0-2-0], [10:0-3-0,0-3-0], [14:0-2-8,0-2-12], [17:0-5-0,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 IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.60 0.76 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.43 -0.65 0.33 0.11 (loc) 13-14 13-14 11 13-14 l/defl >825 >542 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 178 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-5-15 oc bracing. WEBS 1 Row at midpt 8-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 17=2653/0-5-8 (min. 0-2-13), 11=1487/0-5-8 (min. 0-1-9) Max Horz17=108(LC 11) Max Uplift17=-343(LC 12), 11=-93(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-18=-475/924, 3-18=-469/1006, 3-4=-561/1345, 4-5=-550/1462, 5-6=-747/0, 6-19=-1431/21, 7-19=-1341/36, 7-8=-1401/48, 8-9=-2931/29, 9-10=-4340/104, 10-20=-4714/178, 11-20=-4812/162 BOT CHORD 2-17=-851/486, 16-17=-1411/641, 15-16=0/697, 14-15=0/2692, 13-14=0/3701, 11-13=-91/4406 WEBS 3-17=-479/148, 5-17=-2037/307, 5-16=-292/2121, 6-16=-1202/249, 6-15=-155/804, 7-15=0/769, 8-15=-1997/43, 8-14=0/1654, 9-14=-1018/136, 9-13=-0/507, 10-13=-385/131 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-11 to 2-2-15, Interior(1) 2-2-15 to 19-0-0, Exterior(2) 19-0-0 to 23-0-0, Interior(1) 23-0-0 to 39-6-11 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) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 343 lb uplift at joint 17 and 93 lb uplift at joint 11. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B0402-20 Truss B1 Truss Type Roof Special Qty 1 Ply 1 New Peak Const./Teewinot Model(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:07:23 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:wKILwAt7Bz4GQQd9pPf2U8zZegF-iSGg2p3YepuXoRnFdrd0CMPyGHbYcwsOjHNG1NzZJvo Scale = 1:53.9 T1 T2 B1 B2 B3 B4W3 W5 W4 W6 W7 W8 W9 W10 W11 W12W1 W2 T3 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 4x4 2x4 2x4 3x4 3x12 3x4 4x8 4x8 3x8 3x6 5x10 MT20HS 3x4 3x4 5x6 4x4 4-3-12 4-3-12 8-4-0 4-0-4 11-0-0 2-8-0 15-0-0 4-0-0 22-0-12 7-0-12 30-0-0 7-11-4 4-3-12 4-3-12 8-4-0 4-0-4 11-0-0 2-8-0 15-0-0 4-0-0 19-8-8 4-8-8 24-5-0 4-8-8 30-0-0 5-7-0 31-6-0 1-6-0 3- 8 - 1 8- 3 - 1 0- 4 - 1 3- 0 - 6 1- 7 - 1 1 5.00 12 2.50 12 Plate Offsets (X,Y)-- [1:0-1-12,0-2-0], [5:0-2-4,0-1-8], [7:0-3-0,0-3-0], [8:0-0-9,Edge], [11:0-4-12,0-3-4], [12:0-1-15,0-1-8], [13:0-5-12,0-3-0] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.72 0.87 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.52 -0.78 0.42 0.16 (loc) 10-11 10-11 8 10-11 l/defl >680 >453 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 166 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* B2: 2x4 DF Stud/Std WEBS 2x4 DF Stud/Std 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 5-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 16=1506/0-5-8 (min. 0-1-10), 8=1669/0-5-8 (min. 0-1-12) Max Horz16=-152(LC 10) Max Uplift16=-85(LC 12), 8=-132(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-17=-1224/137, 2-17=-1100/143, 2-3=-1989/190, 3-4=-2012/203, 4-18=-1976/206, 5-18=-2041/194, 5-6=-3828/252, 6-7=-5181/327, 7-19=-5520/398, 8-19=-5619/382, 1-16=-1462/165 BOT CHORD 3-13=-352/37, 12-13=-3/1794, 11-12=-92/3539, 10-11=-224/4519, 8-10=-327/5153 WEBS 2-15=-1275/114, 13-15=-1/1124, 2-13=-11/928, 3-12=-150/289, 4-12=-86/1196, 5-12=-2336/147, 5-11=-48/1987, 6-11=-1005/129, 6-10=0/494, 7-10=-371/115, 1-15=-120/1332 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 11-0-0, Exterior(2) 11-0-0 to 14-0-0, Interior(1) 14-0-0 to 31-6-11 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) 8 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 85 lb uplift at joint 16 and 132 lb uplift at joint 8. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B0402-20 Truss B2 Truss Type Hip Qty 1 Ply 1 New Peak Const./Teewinot Model(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:07:24 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:wKILwAt7Bz4GQQd9pPf2U8zZegF-Bfq2G93AP70OQbMRBY9FkZx7mhxsLMgYyx7pZpzZJvn Scale = 1:53.9 T1 T2 T3 B1 B2 B3 B4W3 W5 W4 W6 W7 W8 W9 W10 W11 W12 W13 W14W1 W2 T4 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 23 4x6 4x4 4x4 2x4 2x4 3x4 3x12 3x4 4x8 4x8 3x4 3x8 3x6 5x10 MT20HS 3x4 3x4 2x4 4x4 4-3-12 4-3-12 8-4-0 4-0-4 10-0-0 1-8-0 12-0-0 2-0-0 15-0-0 3-0-0 22-0-12 7-0-12 30-0-0 7-11-4 4-3-12 4-3-12 8-4-0 4-0-4 10-0-0 1-8-0 12-0-0 2-0-0 15-0-0 3-0-0 19-8-8 4-8-8 24-5-0 4-8-8 30-0-0 5-7-0 31-6-0 1-6-0 3- 8 - 1 7- 8 - 7 7- 1 0 - 1 0- 4 - 1 3- 0 - 6 1- 7 - 1 1 7- 8 - 7 5.00 12 2.50 12 Plate Offsets (X,Y)-- [1:0-1-12,0-2-0], [4:0-3-0,0-0-12], [6:0-2-4,0-1-8], [8:0-2-0,Edge], [10:0-0-9,Edge], [13:0-4-12,0-3-4], [14:0-1-15,0-1-8], [16:0-5-12,0-3-0] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.67 0.87 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.51 -0.77 0.41 0.15 (loc) 12-13 12-13 10 12-13 l/defl >692 >462 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 178 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* B2: 2x4 DF Stud/Std WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-8 max.): 4-5. 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) 19=1506/0-5-8 (min. 0-1-10), 10=1669/0-5-8 (min. 0-1-12) Max Horz19=-146(LC 10) Max Uplift19=-85(LC 12), 10=-132(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-1223/149, 2-20=-1099/161, 2-21=-1988/217, 3-21=-1919/225, 3-4=-1970/242, 4-5=-2148/243, 5-6=-2381/251, 6-22=-3711/308, 7-22=-3826/301, 7-8=-5100/379, 8-9=-5174/368, 9-23=-5524/454, 10-23=-5621/438, 1-19=-1462/180 BOT CHORD 3-16=-303/38, 15-16=-36/1787, 14-15=-20/1850, 13-14=-141/3534, 12-13=-280/4529, 10-12=-379/5155 WEBS 2-18=-1271/128, 16-18=-26/1116, 2-16=-26/931, 3-15=-91/272, 4-15=-362/32, 4-14=-73/897, 5-14=-47/627, 6-14=-2160/167, 6-13=-72/1990, 7-13=-1016/134, 7-12=0/465, 9-12=-373/116, 1-18=-135/1331 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 10-0-0, Exterior(2) 10-0-0 to 16-2-15, Interior(1) 16-2-15 to 31-6-11 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) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 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) 10 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 85 lb uplift at joint 19 and 132 lb uplift at joint 10. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job B0402-20 Truss B3 Truss Type Hip Qty 1 Ply 1 New Peak Const./Teewinot Model(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:07:26 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:wKILwAt7Bz4GQQd9pPf2U8zZegF-71xphq5RwkH6fvVpIzBjq_1TEVcLpIQrPFcwehzZJvl Scale = 1:55.9 T1 T2 T3 B1 B2 B3 W4 W5 W6 W7 W8 W9 W10 W11W1W3 W2 T4 1 2 3 4 5 6 7 8 9 16 1514 13 12 11 10 17 18 19 20 21 22 23 5x8 M18SHS 4x6 4x4 3x12 2x4 4x8 4x4 5x10 MT20HS 3x4 3x4 2x4 4x8 6x8 M18SHS 3x6 8-0-0 8-0-0 8-4-0 0-4-0 14-0-0 5-8-0 15-0-0 1-0-0 22-0-12 7-0-12 30-0-0 7-11-4 8-0-0 8-0-0 8-4-0 0-4-0 14-0-0 5-8-0 15-0-0 1-0-0 19-8-8 4-8-8 24-5-0 4-8-8 30-0-0 5-7-0 31-6-0 1-6-0 3- 8 - 1 6- 1 0 - 7 7- 0 - 1 0- 4 - 1 3- 0 - 6 6- 1 0 - 7 5.00 12 2.50 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-12], [2:0-4-0,0-1-12], [4:0-0-12,0-1-12], [6:0-2-0,Edge], [8:0-0-9,Edge], [11:0-4-12,0-3-4], [13:0-5-8,0-2-0], [16:0-2-12,0-1-8] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.67 0.87 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.53 -0.79 0.41 0.16 (loc) 10-11 10-11 8 10-11 l/defl >673 >449 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS M18SHS Weight: 158 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* W1: 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, and 2-0-0 oc purlins (3-3-12 max.): 2-3. 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) 8=1671/0-5-8 (min. 0-1-12), 16=1512/0-5-8 (min. 0-1-10) Max Horz16=-137(LC 10) Max Uplift8=-131(LC 12), 16=-82(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-17=-2042/217, 17-18=-1925/219, 2-18=-1917/233, 2-19=-3014/307, 19-20=-3014/307, 20-21=-3014/307, 3-21=-3014/307, 3-4=-3206/325, 4-22=-3736/340, 5-22=-3823/327, 5-6=-5114/422, 6-7=-5187/411, 7-23=-5534/492, 8-23=-5631/476, 1-16=-1458/192 BOT CHORD 12-13=-69/1850, 11-12=-170/3503, 10-11=-324/4536, 8-10=-415/5165 WEBS 2-13=-666/120, 2-12=-91/1531, 3-12=-53/722, 4-12=-1684/171, 4-11=-113/1867, 5-11=-1029/151, 5-10=0/459, 7-10=-356/110, 1-13=-148/1676 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 8-0-0, Exterior(2) 8-0-0 to 12-2-15, Interior(1) 12-2-15 to 14-0-0, Exterior(2) 14-0-0 to 18-2-15, Interior(1) 18-2-15 to 31-6-11 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) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 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) 8 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 131 lb uplift at joint 8 and 82 lb uplift at joint 16. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job B0402-20 Truss B4 Truss Type Hip Qty 1 Ply 1 New Peak Const./Teewinot Model(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:07:27 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:wKILwAt7Bz4GQQd9pPf2U8zZegF-bEVBuA63h2PzH340shiyMCZbYuxtYi6_evLTA8zZJvk Scale = 1:53.8 T1 T2 T3 B1 B2 B3 B4 W3 W5 W4 W6 W7 W8 W9 W10 W11W1 W2 T4 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 23 24 6x8 6x8 3x4 3x4 2x4 4x8 3x12 4x8 7x8 2x4 5x8 3x4 3x4 2x4 4x4 6-0-0 6-0-0 8-4-0 2-4-0 15-0-0 6-8-0 16-0-0 1-0-0 22-6-12 6-6-12 30-0-0 7-5-4 6-0-0 6-0-0 8-4-0 2-4-0 15-0-0 6-8-0 16-0-0 1-0-0 22-6-12 6-6-12 30-0-0 7-5-4 31-6-0 1-6-0 3- 8 - 1 6- 0 - 7 6- 2 - 1 0- 4 - 1 3- 0 - 6 1- 7 - 1 1 6- 0 - 7 5.00 12 2.50 12 Plate Offsets (X,Y)-- [1:0-1-0,0-1-8], [2:0-4-0,0-1-12], [5:0-4-2,Edge], [8:0-0-9,Edge], [12:0-3-12,0-3-4], [13:0-6-4,0-3-8] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.89 0.91 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.52 -0.78 0.45 0.16 (loc) 10-11 10-11 8 10-11 l/defl >679 >456 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 154 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except* T4: 2x4 DF 2400F 2.0E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std *Except* W1: 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, and 2-0-0 oc purlins (2-6-3 max.): 2-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15 2-2-0 oc bracing: 8-10. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 16=1506/0-5-8 (min. 0-1-10), 8=1669/0-5-8 (min. 0-1-12) Max Horz16=-127(LC 10) Max Uplift16=-85(LC 12), 8=-132(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-17=-1432/182, 17-18=-1337/190, 2-18=-1335/199, 2-19=-2264/264, 3-19=-2269/264, 3-20=-4176/401, 20-21=-4176/401, 21-22=-4176/401, 4-22=-4176/401, 4-5=-4185/400, 5-23=-4136/393, 6-23=-4171/379, 6-7=-4248/374, 7-24=-5478/499, 8-24=-5599/477, 1-16=-1450/202 BOT CHORD 3-13=-1241/146, 12-13=-109/2403, 11-12=-232/3883, 10-11=-413/5133, 8-10=-413/5131 WEBS 2-15=-1609/130, 13-15=-24/1549, 2-13=-124/2042, 3-12=-154/1953, 4-12=-714/117, 5-12=-87/1232, 5-11=-30/448, 7-11=-1199/168, 7-10=0/256, 1-15=-145/1350 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 6-0-0, Exterior(2) 6-0-0 to 10-2-15, Interior(1) 10-2-15 to 16-0-0, Exterior(2) 16-0-0 to 20-2-15, Interior(1) 20-2-15 to 31-6-11 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 8 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 85 lb uplift at joint 16 and 132 lb uplift at joint 8. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job B0402-20 Truss B5 Truss Type Hip Qty 1 Ply 1 New Peak Const./Teewinot Model(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:07:28 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:wKILwAt7Bz4GQQd9pPf2U8zZegF-3Q3Z5W7hSMXqvDfCQODBvP6rZIOOHF37tZ51iazZJvj Scale = 1:52.7 T1 T2 T3 B1 W3 W4 W5 W4 W3 W6 W7 W1 W2 B2 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 18 19 20 4x6 4x6 2x4 3x4 3x8 3x8 2x4 3x8 3x4 2x4 3x4 3x6 4-0-0 4-0-0 11-0-0 7-0-0 18-0-0 7-0-0 23-8-2 5-8-2 30-0-0 6-3-14 4-0-0 4-0-0 11-0-0 7-0-0 18-0-0 7-0-0 23-8-2 5-8-2 30-0-0 6-3-14 31-6-0 1-6-0 3- 8 - 1 5- 2 - 7 5- 4 - 1 0- 4 - 1 5- 2 - 7 5.00 12 Plate Offsets (X,Y)-- [4:0-2-12,0-2-0], [12:0-2-12,0-1-8] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.55 0.51 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.26 0.09 0.05 (loc) 9 9-11 6 9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 149 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-6 oc purlins, except end verticals, and 2-0-0 oc purlins (4-0-6 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13. WEBS 1 Row at midpt 3-12, 3-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 13=1506/0-5-8 (min. 0-1-10), 6=1669/0-5-8 (min. 0-1-12) Max Horz13=-118(LC 10) Max Uplift13=-85(LC 12), 6=-132(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-1171/161, 2-14=-1060/168, 2-15=-1053/179, 15-16=-1054/179, 3-16=-1057/179, 3-17=-2209/297, 17-18=-2206/297, 4-18=-2206/298, 4-19=-2315/289, 5-19=-2480/272, 5-20=-3049/317, 6-20=-3152/298, 1-13=-1483/192 BOT CHORD 11-12=-132/2195, 10-11=-132/2195, 9-10=-132/2195, 8-9=-238/2793, 6-8=-238/2793 WEBS 3-12=-1425/152, 3-11=0/270, 3-9=-287/41, 4-9=0/375, 5-9=-643/97, 1-12=-165/1412 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 4-0-0, Exterior(2) 4-0-0 to 8-2-15, Interior(1) 8-2-15 to 18-0-0, Exterior(2) 18-0-0 to 22-2-15, Interior(1) 22-2-15 to 31-6-11 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 85 lb uplift at joint 13 and 132 lb uplift at joint 6. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job B0402-20 Truss B6 Truss Type Hip Qty 1 Ply 1 New Peak Const./Teewinot Model(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:07:29 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:wKILwAt7Bz4GQQd9pPf2U8zZegF-XcdxJs7JDffgXMEOz5kQRde2Kijr0iGH5DqaE0zZJvi Scale = 1:53.7 T1 T2 T4 B1 W3 W4 W5 W4 W5 W4 W3 W6 W1 W2 T3 B2 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 16 17 18 19 20 21 4x6 5x6 2x4 4x4 4x8 3x8 2x4 3x4 3x8 2x4 4x4 4x6 3x6 2-0-0 2-0-0 7-11-7 5-11-7 14-0-9 6-1-3 20-0-0 5-11-7 30-0-0 10-0-0 2-0-0 2-0-0 7-11-7 5-11-7 14-0-9 6-1-3 20-0-0 5-11-7 24-8-2 4-8-2 30-0-0 5-3-14 31-6-0 1-6-0 3- 8 - 1 4- 4 - 7 4- 6 - 1 0- 4 - 1 4- 4 - 7 5.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-3-0] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.42 0.56 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.38 0.10 0.06 (loc) 9-11 7-9 7 9-11 l/defl >999 >927 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 150 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-3 oc purlins, except end verticals, and 2-0-0 oc purlins (3-8-3 max.): 2-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 14=1506/0-5-8 (min. 0-1-10), 7=1669/0-5-8 (min. 0-1-12) Max Horz14=-109(LC 10) Max Uplift14=-88(LC 8), 7=-132(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-674/113, 2-15=-648/119, 15-16=-649/119, 3-16=-651/119, 3-17=-2776/318, 4-17=-2776/318, 4-18=-2434/297, 18-19=-2431/298, 5-19=-2429/298, 5-20=-2576/292, 6-20=-2716/278, 6-21=-3072/355, 7-21=-3152/340, 1-14=-1494/168 BOT CHORD 12-13=-127/2200, 11-12=-127/2200, 10-11=-195/2787, 9-10=-195/2787, 7-9=-276/2809 WEBS 3-13=-1875/203, 3-11=-82/700, 4-11=-309/89, 4-9=-639/66, 5-9=0/552, 6-9=-395/115, 1-13=-170/1419 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 6-2-15, Interior(1) 6-2-15 to 20-0-0, Exterior(2) 20-0-0 to 24-2-15, Interior(1) 24-2-15 to 31-6-11 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 88 lb uplift at joint 14 and 132 lb uplift at joint 7. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job B0402-20 Truss B7GD Truss Type Half Hip Girder Qty 1 Ply 2 New Peak Const./Teewinot Model(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:07:31 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:wKILwAt7Bz4GQQd9pPf2U8zZegF-T?likY9ZlHvOmgOn5WnuX2kHaWORUZ?aZXJhJvzZJvg Scale = 1:53.6 W1 T1 T3 B1 W2 W1 W2 W1 W2 W1 W2 W3 W4 W5 T2 B2 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 23 24 25 26 27 4x8 M18SHS 3x4 3x4 4x8 M18SHS 4x8 2x4 4x8 2x4 2x4 3x8 6x8 3x4 2x4 4x4 3x8 5-7-12 5-7-12 11-1-12 5-6-0 16-7-12 5-6-0 22-0-0 5-4-4 25-5-11 3-5-11 30-0-0 4-6-5 5-7-12 5-7-12 11-1-12 5-6-0 16-7-12 5-6-0 22-0-0 5-4-4 25-5-11 3-5-11 30-0-0 4-6-5 31-6-0 1-6-0 3- 6 - 7 3- 8 - 1 0- 4 - 1 3- 6 - 7 5.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-1-12], [6:0-1-12,0-2-0], [11:0-4-0,0-3-12], [14:0-2-12,0-2-0] 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 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.89 0.62 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.34 -0.49 0.11 0.11 (loc) 12-14 12-14 8 12-14 l/defl >999 >727 n/a >999 L/d 360 240 n/a 240 PLATES MT20 M18SHS Weight: 331 lb FT = 0% GRIP 220/195 220/195 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-10 oc purlins, except end verticals, and 2-0-0 oc purlins (4-4-1 max.): 1-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-16 REACTIONS.(lb/size) 16=4082/0-5-8 (min. 0-2-3), 8=3743/0-5-8 (min. 0-2-0) Max Horz16=-95(LC 23) Max Uplift16=-327(LC 4), 8=-300(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-9305/694, 3-17=-9305/694, 3-18=-9305/694, 4-18=-9305/694, 4-5=-9305/694, 5-19=-7663/579, 6-19=-7660/579, 6-7=-8406/619, 7-8=-8294/574 BOT CHORD 16-20=-402/6150, 20-21=-402/6150, 15-21=-402/6150, 15-22=-402/6150, 22-23=-402/6150, 14-23=-402/6150, 14-24=-643/9923, 13-24=-643/9923, 13-25=-643/9923, 12-25=-643/9923, 12-26=-643/9923, 26-27=-643/9923, 11-27=-643/9923, 10-11=-474/7548, 8-10=-474/7548 WEBS 2-16=-6886/527, 2-15=-48/1151, 2-14=-251/3639, 3-14=-466/89, 5-14=-712/52, 5-12=-32/1096, 5-11=-2749/190, 6-11=-169/2765, 7-11=-205/555, 7-10=-258/60 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=30ft; eave=4ft; 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) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 327 lb uplift at joint 16 and 300 lb uplift at joint 8. 10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 Job B0402-20 Truss B7GD Truss Type Half Hip Girder Qty 1 Ply 2 New Peak Const./Teewinot Model(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:07:31 2020 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401 ID:wKILwAt7Bz4GQQd9pPf2U8zZegF-T?likY9ZlHvOmgOn5WnuX2kHaWORUZ?aZXJhJvzZJvg NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 373 lb down and 41 lb up at 1-11-4, 373 lb down and 41 lb up at 3-11-4, 373 lb down and 41 lb up at 5-11-4, 355 lb down and 35 lb up at 7-11-4, 355 lb down and 35 lb up at 9-11-4, 355 lb down and 35 lb up at 11-11-4, 355 lb down and 35 lb up at 13-11-4, 355 lb down and 35 lb up at 15-11-4, 355 lb down and 35 lb up at 17-11-4, and 355 lb down and 35 lb up at 19-11-4, and 1046 lb down and 106 lb up at 21-11-4 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: 1-6=-86, 6-9=-86, 8-16=-16 Concentrated Loads (lb) Vert: 13=-355(B) 15=-373(B) 11=-1046(B) 20=-373(B) 21=-373(B) 22=-355(B) 23=-355(B) 24=-355(B) 25=-355(B) 26=-355(B) 27=-355(B) Job B0402-20 Truss C1GD Truss Type Hip Girder Qty 1 Ply 2 New Peak Const./Teewinot Model(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:07:33 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:wKILwAt7Bz4GQQd9pPf2U8zZegF-QNsS9EAqHu96?_YACxpMcTpnVJ6NyY0s0ronNozZJve Scale = 1:44.1 T1 T2 T1 B1 W1 W2 W3 W4 W5 W4 W3 W2 W1 B2 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 4x4 4x4 3x6 5x6 3x4 2x4 3x8 2x4 3x8 3x8 3x4 2x4 3x6 4-6-5 4-6-5 8-0-0 3-5-11 12-0-0 4-0-0 16-0-0 4-0-0 19-5-11 3-5-11 24-0-0 4-6-5 -1-6-0 1-6-0 4-6-5 4-6-5 8-0-0 3-5-11 12-0-0 4-0-0 16-0-0 4-0-0 19-5-11 3-5-11 24-0-0 4-6-5 25-6-0 1-6-0 0- 4 - 1 3- 6 - 7 3- 8 - 1 0- 4 - 1 3- 6 - 7 5.00 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 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.22 0.40 0.45 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.24 0.06 0.06 (loc) 12 12 8 12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 256 lb FT = 0% GRIP 220/195 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-9 oc purlins, except 2-0-0 oc purlins (5-11-12 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=2934/0-5-8 (min. 0-1-9), 8=2932/0-5-8 (min. 0-1-9) Max Horz2=-39(LC 6) Max Uplift2=-243(LC 8), 8=-243(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6331/435, 3-4=-6264/469, 4-16=-5684/440, 5-16=-5687/440, 5-17=-5682/439, 6-17=-5680/440, 6-7=-6258/468, 7-8=-6327/434 BOT CHORD 2-15=-347/5746, 14-15=-347/5746, 13-14=-403/6531, 12-13=-403/6531, 12-18=-403/6531, 11-18=-403/6531, 10-11=-347/5742, 8-10=-347/5742 WEBS 3-14=-267/318, 4-14=-124/2034, 5-14=-1214/82, 5-12=-24/804, 5-11=-1220/83, 6-11=-124/2031, 7-11=-268/317 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. 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 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; 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) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 243 lb uplift at joint 2 and 243 lb uplift at joint 8. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1046 lb down and 106 lb up at 8-0-0, 355 lb down and 35 lb up at 10-0-12, 355 lb down and 35 lb up at 11-11-4, and 355 lb down and 35 lb up at 13-11-4, and 1046 lb down and 106 lb up at 15-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 Job B0402-20 Truss C1GD Truss Type Hip Girder Qty 1 Ply 2 New Peak Const./Teewinot Model(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:07:33 2020 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401 ID:wKILwAt7Bz4GQQd9pPf2U8zZegF-QNsS9EAqHu96?_YACxpMcTpnVJ6NyY0s0ronNozZJve LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-86, 4-6=-86, 6-9=-86, 2-8=-16 Concentrated Loads (lb) Vert: 13=-355(B) 14=-1046(B) 12=-355(B) 11=-1046(B) 18=-355(B) Job B0402-20 Truss C2 Truss Type Hip Qty 1 Ply 1 New Peak Const./Teewinot Model(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:07:33 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:wKILwAt7Bz4GQQd9pPf2U8zZegF-QNsS9EAqHu96?_YACxpMcTpmgJ5?ycQs0ronNozZJve Scale = 1:44.1 T1 T2 T1 B1 W1 W2 W3 W2 W1 B21 2 3 4 5 6 7 8 10 9 11 12 13 14 15 16 4x4 5x6 4x4 5x8 2x4 3x4 2x4 4x4 10-0-0 10-0-0 14-0-0 4-0-0 24-0-0 10-0-0 -1-6-0 1-6-0 5-3-14 5-3-14 10-0-0 4-8-2 14-0-0 4-0-0 18-8-2 4-8-2 24-0-0 5-3-14 25-6-0 1-6-0 0- 4 - 1 4- 4 - 7 4- 6 - 1 0- 4 - 1 4- 4 - 7 5.00 12 Plate Offsets (X,Y)-- [4:0-1-12,0-2-0], [5:0-3-0,0-1-12], [10:0-3-8,0-3-0] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.27 0.48 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.38 0.07 0.04 (loc) 7-9 7-9 7 9-10 l/defl >999 >741 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 103 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-6 oc purlins, except 2-0-0 oc purlins (5-0-13 max.): 4-5. 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=1354/0-5-8 (min. 0-1-8), 7=1354/0-5-8 (min. 0-1-8) Max Horz2=48(LC 11) Max Uplift2=-114(LC 12), 7=-114(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-2387/280, 3-11=-2310/295, 3-12=-1907/215, 4-12=-1826/229, 4-13=-1676/240, 13-14=-1676/240, 5-14=-1676/240, 5-15=-1820/229, 6-15=-1901/215, 6-16=-2309/295, 7-16=-2386/280 BOT CHORD 2-10=-212/2112, 9-10=-112/1676, 7-9=-221/2112 WEBS 3-10=-475/121, 4-10=0/310, 5-9=0/314, 6-9=-479/120 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-11 to 1-5-5, Interior(1) 1-5-5 to 10-0-0, Exterior(2) 10-0-0 to 18-2-15, Interior(1) 18-2-15 to 25-6-11 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 114 lb uplift at joint 2 and 114 lb uplift at joint 7. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job B0402-20 Truss C3GD Truss Type Hip Girder Qty 1 Ply 2 New Peak Const./Teewinot Model(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:07:35 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:wKILwAt7Bz4GQQd9pPf2U8zZegF-Mm_CZvC4pVPqFHhYKMrqhuu?X7iMQOd9U9HuSgzZJvc Scale = 1:41.2 T1 T2 T1 B1 W1 W2 W3 W4 W5 W6 W5 W4 W3 W2 W1 B2 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 20 21 4x8 M18SHS 4x6 5x6 3x12 4x8 M18SHS 3x4 3x6 6x8 3x4 6x8 3x4 3x4 6x8 3x4 2x4 4-7-6 4-7-6 8-2-3 3-6-13 11-9-0 3-6-13 12-3-0 0-6-0 15-9-13 3-6-13 19-4-10 3-6-13 24-0-0 4-7-6 4-7-6 4-7-6 8-2-3 3-6-13 11-9-0 3-6-13 12-3-0 0-6-0 15-9-13 3-6-13 19-4-10 3-6-13 24-0-0 4-7-6 0- 4 - 1 5- 1 - 3 5- 2 - 1 3 0- 4 - 1 5- 1 - 3 5.00 12 Plate Offsets (X,Y)-- [3:0-1-4,0-1-8], [4:0-2-4,0-2-0], [5:0-3-0,0-1-12], [6:0-1-8,0-1-8], [8:0-3-0,0-1-8], [10:0-3-8,0-4-4], [12:0-4-0,0-4-8], [14:0-3-8,0-4-8], [15:0-4-0,0-1-8] 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 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.76 0.81 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.29 -0.42 0.11 0.09 (loc) 10-11 10-11 8 10-11 l/defl >973 >676 n/a >999 L/d 360 240 n/a 240 PLATES MT20 M18SHS Weight: 277 lb FT = 0% GRIP 220/195 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x6 DF 2400F 2.0E *Except* B2: 2x6 DF 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins, except 2-0-0 oc purlins (4-7-1 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=6527/0-5-8 (min. 0-3-4), 8=5021/0-5-8 (min. 0-2-11) Max Horz1=48(LC 24) Max Uplift1=-412(LC 8), 8=-317(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-14285/912, 2-3=-11757/773, 3-4=-9290/636, 4-5=-8482/594, 5-6=-9167/627, 6-7=-11322/748, 7-8=-12059/773 BOT CHORD 1-16=-811/13086, 16-17=-811/13086, 15-17=-811/13086, 15-18=-811/13086, 14-18=-811/13086, 13-14=-648/10808, 12-13=-648/10808, 12-19=-484/8426, 11-19=-484/8426, 11-20=-627/10422, 10-20=-627/10422, 10-21=-682/11008, 9-21=-682/11008, 8-9=-682/11008 WEBS 2-15=-88/1936, 2-14=-2588/183, 3-14=-167/3021, 3-12=-3114/215, 4-12=-222/3453, 5-12=-55/799, 5-11=-140/2238, 6-11=-2731/194, 6-10=-145/2604, 7-10=-682/62, 7-9=0/411 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 0-4-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; 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) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 412 lb uplift at joint 1 and 317 lb uplift at joint 8. 10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 Job B0402-20 Truss C3GD Truss Type Hip Girder Qty 1 Ply 2 New Peak Const./Teewinot Model(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:07:35 2020 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401 ID:wKILwAt7Bz4GQQd9pPf2U8zZegF-Mm_CZvC4pVPqFHhYKMrqhuu?X7iMQOd9U9HuSgzZJvc NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1008 lb down and 72 lb up at 2-0-12, 1008 lb down and 72 lb up at 4-0-12 , 1008 lb down and 72 lb up at 6-0-12, 1008 lb down and 72 lb up at 8-0-12, 1023 lb down and 75 lb up at 10-0-12, 1023 lb down and 75 lb up at 12-0-12, 1023 lb down and 75 lb up at 14-0-12, and 1023 lb down and 75 lb up at 16-0-12, and 1023 lb down and 75 lb up at 17-11-4 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: 1-4=-86, 4-5=-86, 5-8=-86, 1-8=-16 Concentrated Loads (lb) Vert: 13=-1023(F) 14=-1008(F) 10=-1023(F) 16=-1008(F) 17=-1008(F) 18=-1008(F) 19=-1023(F) 20=-1023(F) 21=-1023(F) Job B0402-20 Truss CJ-01 Truss Type Diagonal Hip Girder Qty 5 Ply 1 New Peak Const./Teewinot Model(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:07:36 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:wKILwAt7Bz4GQQd9pPf2U8zZegF-qyYanFDiapXhsRGku4M3D5REqXAv9y?Jip1S_6zZJvb Scale = 1:22.5 T1 W5 B1 W1 W2 W3 W4 1 2 3 4 5 8 7 6 9 10 11 12 13 14 2x4 3x4 3x4 3x4 2x4 3x4 3x4 4-2-10 4-2-10 7-6-11 3-4-1 11-2-4 3-7-9 -2-1-7 2-1-7 4-2-10 4-2-10 7-6-11 3-4-1 11-2-4 3-7-9 0- 4 - 1 3- 7 - 1 0 3.54 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 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.47 0.28 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.05 0.02 0.01 (loc) 7-8 7-8 6 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 52 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 6=714/Mechanical, 2=850/0-7-6 (min. 0-1-8) Max Horz2=97(LC 18) Max Uplift6=-48(LC 5), 2=-105(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-1254/18, 3-9=-1188/27, 3-10=-869/56, 4-10=-795/57 BOT CHORD 2-12=-74/1131, 8-12=-74/1131, 8-13=-74/1131, 7-13=-74/1131, 7-14=-73/804, 6-14=-73/804 WEBS 3-7=-351/2, 4-7=0/322, 4-6=-913/66 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; 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 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 48 lb uplift at joint 6 and 105 lb uplift at joint 2. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 45 lb down and 11 lb up at 2-9-8, 45 lb down and 11 lb up at 2-9-8, 26 lb down and 34 lb up at 5-7-7, 26 lb down and 34 lb up at 5-7-7, and 99 lb down and 67 lb up at 8-5-6 , and 99 lb down and 67 lb up at 8-5-6 on top chord, and 3 lb down at 2-9-8, 3 lb down at 2-9-8, 18 lb down at 5-7-7, 18 lb down at 5-7-7, and 51 lb down at 8-5-6, and 51 lb down at 8-5-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) 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 + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-86, 2-6=-16 Concentrated Loads (lb) Vert: 11=-197(F=-99, B=-99) 13=-14(F=-7, B=-7) 14=-46(F=-23, B=-23) Job B0402-20 Truss D1G Truss Type Common Supported Gable Qty 1 Ply 1 New Peak Const./Teewinot Model(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:07:38 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:wKILwAt7Bz4GQQd9pPf2U8zZegF-mLgLCxEy6QnP6lQ7?UPXJWWfQKwxdvLcA7WY3?zZJvZ Scale = 1:37.5 T1 T1 B1 ST5 ST4 ST3 ST2 ST1 ST4 ST3 ST2 ST1 B2 1 2 3 4 5 6 7 8 9 10 11 12 13 23 2221 20 19 18 17 16 15 14 24 25 26 27 4x4 3x4 3x4 3x4 20-8-0 20-8-0 -1-6-0 1-6-0 10-4-0 10-4-0 20-8-0 10-4-0 22-2-0 1-6-0 0- 4 - 1 4- 7 - 1 1 0- 4 - 1 5.00 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.14 0.05 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.00 (loc) 13 13 12 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 90 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 OTHERS 2x4 DF Stud/Std 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 20-8-0. (lb) - Max Horz2=-50(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 19, 20, 22, 17, 16, 15, 12 Max Grav All reactions 250 lb or less at joint(s) 18, 19, 20, 22, 23, 17, 16, 15, 14 except 2=293(LC 1), 12=293(LC 1) 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 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) -1-6-11 to 1-5-5, Exterior(2) 1-5-5 to 10-4-0, Corner(3) 10-4-0 to 13-4-0, Exterior(2) 13-4-0 to 22-2-11 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) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 19, 20, 22, 17, 16, 15, 12. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 12. 11) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B0402-20 Truss D2 Truss Type Common Qty 5 Ply 1 New Peak Const./Teewinot Model(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:07:39 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:wKILwAt7Bz4GQQd9pPf2U8zZegF-FXEjPHFbtkvGjv?JZCwmrk3nmk9gMIRlPnF6bRzZJvY Scale = 1:35.6 T1 T2 B1 W2 W1 W2 W1 B2 1 2 3 4 5 6 9 8 7 10 11 12 13 3x4 4x6 3x4 3x4 2x4 3x4 2x4 3x4 7-1-4 7-1-4 13-6-12 6-5-7 20-8-0 7-1-4 5-5-14 5-5-14 10-4-0 4-10-2 15-2-2 4-10-2 20-8-0 5-5-14 22-2-0 1-6-0 0- 4 - 1 4- 7 - 1 1 0- 4 - 1 5.00 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.30 0.40 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.15 0.05 0.03 (loc) 1-9 1-9 5 1-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 82 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-10 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) 1=1024/0-5-8 (min. 0-1-8), 5=1191/0-5-8 (min. 0-1-8) Max Horz1=-51(LC 10) Max Uplift1=-56(LC 12), 5=-106(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-2038/201, 2-10=-1934/210, 2-11=-1765/189, 3-11=-1681/203, 3-12=-1654/189, 4-12=-1736/179, 4-13=-1918/196, 5-13=-2005/180 BOT CHORD 1-9=-136/1792, 8-9=-58/1218, 7-8=-58/1218, 5-7=-132/1755 WEBS 3-7=-26/551, 4-7=-412/99, 3-9=-35/591, 2-9=-433/101 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 10-4-0, Exterior(2) 10-4-0 to 13-4-0, Interior(1) 13-4-0 to 22-2-11 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 5=106. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B0402-20 Truss D3 Truss Type Common Qty 5 Ply 1 New Peak Const./Teewinot Model(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:07:39 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:wKILwAt7Bz4GQQd9pPf2U8zZegF-FXEjPHFbtkvGjv?JZCwmrk3mLk9JMIElPnF6bRzZJvY Scale = 1:33.3 T1 T1 B1 W2 W1 W2 W1 B2 1 2 3 4 5 8 7 6 9 10 11 12 3x4 4x6 3x4 3x4 3x4 2x4 3x4 2x4 7-1-4 7-1-4 13-6-12 6-5-7 20-8-0 7-1-4 5-5-14 5-5-14 10-4-0 4-10-2 15-2-2 4-10-2 20-8-0 5-5-14 0- 4 - 1 4- 7 - 1 1 0- 4 - 1 5.00 12 Plate Offsets (X,Y)-- [1:0-1-6,Edge], [5:0-1-6,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 IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.32 0.42 0.27 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.17 0.05 0.03 (loc) 1-8 1-8 5 1-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 80 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-2 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) 1=1039/Mechanical, 5=1039/0-5-8 (min. 0-1-8) Max Horz1=44(LC 11) Max Uplift1=-59(LC 12), 5=-59(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-2110/208, 2-9=-2008/217, 2-10=-1825/194, 3-10=-1740/209, 3-11=-1717/207, 4-11=-1801/193, 4-12=-1971/214, 5-12=-2075/205 BOT CHORD 1-8=-157/1866, 7-8=-73/1254, 6-7=-73/1254, 5-6=-154/1826 WEBS 3-6=-33/590, 4-6=-433/102, 3-8=-36/621, 2-8=-460/105 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-0-12 to 3-0-12, Interior(1) 3-0-12 to 10-4-0, Exterior(2) 10-4-0 to 13-4-0, Interior(1) 13-4-0 to 20-5-4 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) 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 100 lb uplift at joint(s) 1, 5. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B0402-20 Truss F1G Truss Type Common Supported Gable Qty 1 Ply 1 New Peak Const./Teewinot Model(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:07:40 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:wKILwAt7Bz4GQQd9pPf2U8zZegF-jkn5ddGDd227L3aW7vR?Oxc_w8ba5p0udR?f7uzZJvX Scale = 1:21.8 T1 T1 B1 ST2 ST1 ST1 1 2 3 4 5 6 7 10 9 8 11 12 13 14 4x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 10-8-0 10-8-0 -1-6-0 1-6-0 5-4-0 5-4-0 10-8-0 5-4-0 12-2-0 1-6-0 0- 4 - 1 2- 6 - 1 1 0- 4 - 1 5.00 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.14 0.04 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 0.00 (loc) 7 7 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 41 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 OTHERS 2x4 DF Stud/Std 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 10-8-0. (lb) - Max Horz2=-29(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 9 except 2=317(LC 1), 6=317(LC 1), 10=294(LC 21), 8=294(LC 22) 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 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) -1-6-11 to 1-5-5, Exterior(2) 1-5-5 to 5-4-0, Corner(3) 5-4-0 to 8-4-0, Exterior(2) 8-4-0 to 12-2-11 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 requires continuous bottom chord bearing. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 10, 8. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B0402-20 Truss F2GD Truss Type Common Girder Qty 1 Ply 2 New Peak Const./Teewinot Model(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:07:41 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:wKILwAt7Bz4GQQd9pPf2U8zZegF-BwLTqzHrOLAzzC9igdyEw983gYknq2H2s4kDgKzZJvW Scale = 1:17.3 T1 T1 B1 W1W1 1 2 3 5 46 7 8 9 4x8 5x6 4x8 4x6 4x6 3-10-14 3-10-14 6-9-2 2-10-4 10-8-0 3-10-14 5-4-0 5-4-0 10-8-0 5-4-0 0- 4 - 1 2- 6 - 1 1 0- 4 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [4:0-0-6,0-0-8], [5:0-2-14,0-0-0] 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 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.53 0.87 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.16 0.04 0.04 (loc) 4-5 4-5 3 4-5 l/defl >999 >750 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 90 lb FT = 0% GRIP 220/195 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=5649/0-5-8 (min. 0-3-0), 3=4912/0-5-8 (min. 0-2-10) Max Horz1=-22(LC 23) Max Uplift1=-341(LC 8), 3=-297(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-9423/573, 2-3=-9415/573 BOT CHORD 1-6=-496/8631, 6-7=-496/8631, 5-7=-496/8631, 5-8=-362/6112, 4-8=-362/6112, 4-9=-496/8622, 3-9=-496/8622 WEBS 2-4=-225/4257, 2-5=-225/4272 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-2-0 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 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; 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) 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 100 lb uplift at joint(s) except (jt=lb) 1=341, 3=297. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1906 lb down and 121 lb up at 0-11-4, 1903 lb down and 124 lb up at 2-11-4, 1903 lb down and 124 lb up at 4-11-4, and 1903 lb down and 124 lb up at 6-11-4, and 1903 lb down and 124 lb up at 8-11-4 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: 1-2=-86, 2-3=-86, 1-3=-16 Continued on page 2 Job B0402-20 Truss F2GD Truss Type Common Girder Qty 1 Ply 2 New Peak Const./Teewinot Model(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:07:41 2020 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401 ID:wKILwAt7Bz4GQQd9pPf2U8zZegF-BwLTqzHrOLAzzC9igdyEw983gYknq2H2s4kDgKzZJvW LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 4=-1903(B) 6=-1906(B) 7=-1903(B) 8=-1903(B) 9=-1903(B) Job B0402-20 Truss J1 Truss Type Jack-Open Qty 10 Ply 1 New Peak Const./Teewinot Model(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:07:42 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:wKILwAt7Bz4GQQd9pPf2U8zZegF-f6vs1IHT9fIqaMkuEKTTTMhKHxHJZjGB5kUmCmzZJvV Scale = 1:9.0 T1 B1 1 2 5 3 4 2x4 1-11-11 1-11-11 -1-6-0 1-6-0 1-11-11 1-11-11 0- 4 - 1 1- 1 - 1 5 5.00 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.15 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 2 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 8 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-11 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) 3=25/Mechanical, 2=293/0-5-8 (min. 0-1-8), 4=15/Mechanical Max Horz2=40(LC 12) Max Uplift3=-7(LC 9), 2=-63(LC 12) Max Grav3=25(LC 1), 2=293(LC 1), 4=34(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-11 to 1-5-5, Interior(1) 1-5-5 to 1-11-9 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B0402-20 Truss J2 Truss Type Jack-Open Qty 10 Ply 1 New Peak Const./Teewinot Model(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:07:43 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:wKILwAt7Bz4GQQd9pPf2U8zZegF-7JTEFeI5wzQhCWJ5o2_i0aEVbLcVIAWLJODJkCzZJvU Scale = 1:13.1 T1 B1 1 2 5 6 3 4 2x4 3-11-11 3-11-11 -1-6-0 1-6-0 3-11-11 3-11-11 0- 4 - 1 1- 1 1 - 1 5 1- 7 - 8 1- 1 1 - 1 5 5.00 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.18 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 14 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-11 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) 3=121/Mechanical, 2=379/0-5-8 (min. 0-1-8), 4=29/Mechanical Max Horz2=58(LC 12) Max Uplift3=-22(LC 12), 2=-61(LC 12) Max Grav3=121(LC 1), 2=379(LC 1), 4=66(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-11 to 1-5-5, Interior(1) 1-5-5 to 3-10-15 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B0402-20 Truss J3 Truss Type Jack-Open Qty 10 Ply 1 New Peak Const./Teewinot Model(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:07:44 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:wKILwAt7Bz4GQQd9pPf2U8zZegF-bV1cS_JjhGYYqgtHMlWxYnmbwlwb1dmUY2ztGfzZJvT Scale = 1:17.0 T1 B1 1 2 5 3 4 2x4 5-11-11 5-11-11 -1-6-0 1-6-0 5-11-11 5-11-11 0- 4 - 1 2- 9 - 1 5 2- 5 - 8 2- 9 - 1 5 5.00 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.46 0.23 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.10 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >692 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 19 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-11 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) 3=220/Mechanical, 2=467/0-5-8 (min. 0-1-8), 4=45/Mechanical Max Horz2=77(LC 12) Max Uplift3=-44(LC 12), 2=-58(LC 12) Max Grav3=220(LC 1), 2=467(LC 1), 4=102(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-11 to 1-5-5, Interior(1) 1-5-5 to 5-10-15 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B0402-20 Truss LAY01 Truss Type Lay-In Gable Qty 1 Ply 1 New Peak Const./Teewinot Model(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:07:45 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:wKILwAt7Bz4GQQd9pPf2U8zZegF-3hb_gKKLSagPRqSTvT1A5?Jt?9Idm2XeniiQp5zZJvS Scale = 1:73.6 T1 T1 B1 ST5 ST4 ST3 ST2 ST1 ST4 ST3 ST2 ST1 B2 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 22 23 24 25 3x4 4x4 3x4 3x4 21-9-14 21-9-14 10-10-15 10-10-15 21-9-14 10-10-15 0- 0 - 4 11 - 9 - 1 4 0- 0 - 4 13.00 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.06 0.05 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 11 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 150 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 OTHERS 2x4 DF Stud/Std 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 6-16, 5-17, 7-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 21-9-14. (lb) - Max Horz1=-212(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 11, 17, 18, 20, 21, 15, 14, 13, 12 Max Grav All reactions 250 lb or less at joint(s) 1, 11, 16, 17, 18, 20, 15, 14, 13 except 21=277(LC 17), 12=277(LC 18) 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 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-4-0 to 3-4-0, Interior(1) 3-4-0 to 10-10-15, Exterior(2) 10-10-15 to 13-10-15, Interior(1) 13-10-15 to 21-5-14 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 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 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 100 lb uplift at joint(s) 1, 11, 17, 18, 20, 21, 15, 14, 13, 12. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B0402-20 Truss LAY02 Truss Type Lay-In Gable Qty 1 Ply 1 New Peak Const./Teewinot Model(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:07:46 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:wKILwAt7Bz4GQQd9pPf2U8zZegF-Xt9MtgL_DuoG3_1fTAYPdCs2lZesVVnn0MSzLXzZJvR Scale = 1:73.6 T1 T1 B1 ST5 ST4 ST3 ST2 ST1 ST4 ST3 ST2 ST1 B2 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 22 23 24 25 3x4 4x4 3x4 3x4 21-9-14 21-9-14 10-10-15 10-10-15 21-9-14 10-10-15 0- 0 - 4 11 - 9 - 1 4 0- 0 - 4 13.00 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.06 0.05 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 11 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 150 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 OTHERS 2x4 DF Stud/Std 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 6-16, 5-17, 7-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 21-9-14. (lb) - Max Horz1=-212(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 11, 17, 18, 20, 21, 15, 14, 13, 12 Max Grav All reactions 250 lb or less at joint(s) 1, 11, 16, 17, 18, 20, 15, 14, 13 except 21=277(LC 17), 12=277(LC 18) 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 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-4-0 to 3-4-0, Interior(1) 3-4-0 to 10-10-15, Exterior(2) 10-10-15 to 13-10-15, Interior(1) 13-10-15 to 21-5-14 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 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 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 100 lb uplift at joint(s) 1, 11, 17, 18, 20, 21, 15, 14, 13, 12. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B0402-20 Truss LAY03 Truss Type Lay-In Gable Qty 1 Ply 1 New Peak Const./Teewinot Model(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:07:47 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:wKILwAt7Bz4GQQd9pPf2U8zZegF-04il50Lc_Bw7h7cs1t3eAQODdy_aE_lwE0BXt_zZJvQ Scale = 1:28.7 T1 T1 B1 ST2 ST1 ST1 1 2 3 4 5 8 7 6 9 10 11 12 2x4 4x4 2x4 2x4 2x4 2x4 2x4 2x4 7-9-14 7-9-14 3-10-15 3-10-15 7-9-14 3-10-15 0- 0 - 4 4- 2 - 1 4 0- 0 - 4 13.00 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.05 0.02 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 34 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 OTHERS 2x4 DF Stud/Std 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 7-9-14. (lb) - Max Horz1=-72(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7, 8, 6 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 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-4-0 to 3-4-0, Interior(1) 3-4-0 to 3-10-15, Exterior(2) 3-10-15 to 6-10-15, Interior(1) 6-10-15 to 7-5-14 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) Gable requires continuous bottom chord bearing. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 8, 6. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B0402-20 Truss M1 Truss Type Jack-Closed Qty 25 Ply 1 New Peak Const./Teewinot Model(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:07:48 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:wKILwAt7Bz4GQQd9pPf2U8zZegF-UGG7IMMElV2_IHB2bbatjdxMAMEFzPT4Tgx4PQzZJvP Scale = 1:22.5 T1 W2 B1 W1 1 2 3 4 5 6 7 2x4 3x4 2x4 2x4 8-0-0 8-0-0 -1-6-0 1-6-0 4-2-2 4-2-2 8-0-0 3-9-14 0- 4 - 1 3- 8 - 1 5.00 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.19 0.44 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.32 0.00 0.00 (loc) 2-5 2-5 5 2 l/defl >516 >287 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 34 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 5=371/Mechanical, 2=560/0-5-8 (min. 0-1-8) Max Horz2=98(LC 9) Max Uplift5=-19(LC 12), 2=-71(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-501/78, 6-7=-382/81, 3-7=-382/90 BOT CHORD 2-5=-198/394 WEBS 3-5=-430/182 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-6-11 to 1-5-5, Interior(1) 1-5-5 to 7-10-4 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 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job B0402-20 Truss M2 Truss Type Jack-Closed Qty 3 Ply 1 New Peak Const./Teewinot Model(RP3/18) Job Reference (optional) Run: 8.320 s Nov 19 2019 Print: 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Mar 19 15:07:49 2020 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:wKILwAt7Bz4GQQd9pPf2U8zZegF-ySqVViNsWpArwRmE8I56FrTX?maSisMDiKgeyszZJvO Scale = 1:22.4 T1 W2 B1 W1 1 2 3 4 5 6 2x4 2x4 3x4 2x4 8-0-0 8-0-0 4-2-2 4-2-2 8-0-0 3-9-14 0- 4 - 1 3- 8 - 1 5.00 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.18 0.44 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.32 0.00 0.00 (loc) 1-4 1-4 4 1 l/defl >516 >287 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 32 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=389/0-5-8 (min. 0-1-8), 4=389/Mechanical Max Horz1=90(LC 11) Max Uplift1=-19(LC 12), 4=-25(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-5=-535/132, 5-6=-429/139, 2-6=-429/140 BOT CHORD 1-4=-208/454 WEBS 2-4=-496/194 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 7-10-4 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 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard