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HomeMy WebLinkAboutTRUSS SPECS - 21-00013 - 1362 Clover Court - New SFRJob 202726 Truss A01A Truss Type Piggyback Base Qty 1 Ply 1 Fitzgerald Residence Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Thu Dec 17 11:47:24 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:scm1eED?k_UwIcbvc4lv2oy83N3-qViSR7qkXYFipzAVi5LaN8ByWgRvdaWuHS7FzHy83?1 Scale = 1:85.7 T1 T2 T3 T4B1 B2 B3 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 W13 W14 EV1 WCL2 T5 1 2 3 4 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 14 23 24 25 26 27 28 29 30 31 32 33 34 3x6 5x6 7x8 MT20HS 5x6 4x5 5x8 3x6 4x8 5x10 5x6 2x4 4x5 8-10-0 8-10-0 17-2-8 8-4-8 21-3-12 4-1-4 25-5-1 4-1-5 31-6-8 6-1-7 37-8-0 6-1-7 41-9-4 4-1-4 47-8-0 5-10-12 -1-4-0 1-4-0 5-8-10 5-8-10 11-1-13 5-5-2 16-6-15 5-5-2 21-0-0 4-5-1 25-5-1 4-5-1 31-6-8 6-1-7 37-8-0 6-1-7 42-6-4 4-10-5 47-8-0 5-1-12 49-0-0 1-4-0 0- 1 1 - 6 3- 1 0 - 1 12 - 0 - 0 12 - 3 - 8 0- 6 - 1 4- 2 - 4 12 - 0 - 0 8.00 12 4.00 12 6.00 12 Plate Offsets (X,Y)-- [6:0-4-4,0-2-4], [8:0-5-8,0-1-12], [10:0-4-12,0-2-12], [20:0-6-12,0-2-4], [21:0-3-15,0-2-8] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.68 0.42 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.32 0.12 0.03 (loc) 21-22 21-22 19 21 l/defl >999 >792 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 304 lb FT = 20% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.2 *Except* W1,W2,W11,W12,W13,W14,EV1: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 21-22. WEBS 1 Row at midpt 4-20, 6-20, 9-18 2 Rows at 1/3 pts 7-19, 8-19 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 0-5-8 except (jt=length) 12=0-3-8. (lb) - Max Horz22=-271(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 22, 12 except 19=-124(LC 12), 14=-147(LC 13) Max Grav All reactions 250 lb or less at joint(s) except 22=795(LC 38), 19=3498(LC 35), 14=1116(LC 20), 12=538(LC 41) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-23=-405/190, 3-23=-276/203, 3-24=-970/47, 24-25=-826/54, 25-26=-796/57, 4-26=-607/71, 4-27=0/531, 5-27=0/538, 5-6=0/822, 6-7=0/587, 7-28=0/1181, 8-28=0/1181, 8-29=-5/1005, 29-30=-11/954, 9-30=-130/898, 9-31=-370/721, 31-32=-554/660, 10-32=-692/653, 10-11=-696/409, 2-22=-507/321 BOT CHORD 21-22=-228/1402, 19-20=-1130/371, 18-19=-798/290, 17-18=-544/471, 16-17=-358/622, 15-16=-358/622, 14-15=-457/154 WEBS 3-21=-557/366, 4-21=0/1006, 4-20=-1137/213, 6-20=-752/82, 7-20=-261/1789, 7-19=-2039/421, 8-19=-1727/279, 8-18=-162/817, 9-18=-929/294, 9-17=0/334, 10-17=-300/121, 10-15=-330/179, 11-15=-245/1166, 11-14=-1088/285, 3-22=-1295/144 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-4-0 to 3-5-3, Interior(1) 3-5-3 to 11-9-12, Exterior(2R) 11-9-12 to 30-2-4, Interior(1) 30-2-4 to 44-2-13, Exterior(2E) 44-2-13 to 49-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) All plates are 3x5 MT20 unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Bearing at joint(s) 22 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.Continued on page 2 Job 202726 Truss A01A Truss Type Piggyback Base Qty 1 Ply 1 Fitzgerald Residence Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Thu Dec 17 11:47:24 2020 Page 2 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:scm1eED?k_UwIcbvc4lv2oy83N3-qViSR7qkXYFipzAVi5LaN8ByWgRvdaWuHS7FzHy83?1 NOTES- 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22, 12 except (jt=lb) 19=124, 14=147. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) 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 202726 Truss A01B Truss Type Piggyback Base Qty 1 Ply 1 Fitzgerald Residence Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Thu Dec 17 11:47:26 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:scm1eED?k_UwIcbvc4lv2oy83N3-mtpDsps_39VQ2HKtpWO2SZGIyU6M5UeBkmdM1Ay83?? Scale = 1:89.0 T1 T2 T3 T4B1 B2 B3 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 W13 W14 EV1 WCL2 T5 1 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 3x6 5x6 12x14 MT18HS 5x6 4x5 5x8 3x6 4x8 3x5 5x10 5x6 3x5 3x5 3x5 3x5 3x5 3x5 2x4 3x4 4x5 8-10-0 8-10-0 17-2-8 8-4-8 21-3-12 4-1-4 25-5-1 4-1-5 31-6-8 6-1-7 37-8-0 6-1-7 41-9-4 4-1-4 47-8-0 5-10-12 5-8-10 5-8-10 11-1-13 5-5-2 16-6-15 5-5-2 21-0-0 4-5-1 25-5-1 4-5-1 31-6-8 6-1-7 37-8-0 6-1-7 42-6-4 4-10-5 47-8-0 5-1-12 49-0-0 1-4-0 0- 1 1 - 6 3- 1 0 - 1 12 - 0 - 0 12 - 3 - 0 0- 6 - 1 4- 2 - 4 12 - 0 - 0 8.00 12 4.00 12 6.00 12 Plate Offsets (X,Y)-- [5:0-4-4,0-2-4], [7:0-11-12,0-2-0], [9:0-4-12,0-2-12], [19:0-6-12,0-2-4], [20:0-3-15,0-2-8] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.69 0.42 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.32 0.12 0.03 (loc) 20-21 20-21 18 20 l/defl >999 >791 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 301 lb FT = 20% GRIP 220/195 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.2 *Except* W1,W2,W11,W12,W13,W14,EV1: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 20-21. WEBS 1 Row at midpt 3-19, 5-19, 8-17 2 Rows at 1/3 pts 6-18, 7-18 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 0-5-8 except (jt=length) 11=0-3-8. (lb) - Max Horz21=-264(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 21, 11 except 18=-129(LC 12), 13=-146(LC 13) Max Grav All reactions 250 lb or less at joint(s) except 21=658(LC 38), 18=3521(LC 35), 13=1113(LC 20), 11=535(LC 41) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-22=-391/163, 2-23=-967/41, 23-24=-823/42, 24-25=-790/51, 3-25=-603/65, 3-26=0/543, 4-26=0/622, 4-5=0/835, 5-6=0/598, 6-27=0/1196, 7-27=0/1196, 7-28=-8/1019, 28-29=-13/968, 8-29=-117/912, 8-30=-355/735, 9-30=-667/667, 9-10=-675/420, 1-21=-360/196 BOT CHORD 20-21=-236/1432, 18-19=-1144/396, 17-18=-810/310, 16-17=-556/453, 15-16=-368/601, 14-15=-368/601, 13-14=-448/151 WEBS 2-20=-590/420, 3-20=0/1016, 3-19=-1136/214, 5-19=-760/96, 6-19=-285/1803, 6-18=-2052/444, 7-18=-1737/295, 7-17=-162/810, 8-17=-930/294, 8-16=0/334, 9-16=-302/123, 9-14=-319/184, 10-14=-258/1135, 10-13=-1084/270, 2-21=-1326/209 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-1-12 to 4-10-15, Interior(1) 4-10-15 to 11-9-12, Exterior(2R) 11-9-12 to 30-2-4, Interior(1) 30-2-4 to 44-2-13, Exterior(2E) 44-2-13 to 49-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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) Bearing at joint(s) 21 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. Continued on page 2 Job 202726 Truss A01B Truss Type Piggyback Base Qty 1 Ply 1 Fitzgerald Residence Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Thu Dec 17 11:47:26 2020 Page 2 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:scm1eED?k_UwIcbvc4lv2oy83N3-mtpDsps_39VQ2HKtpWO2SZGIyU6M5UeBkmdM1Ay83?? NOTES- 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21, 11 except (jt=lb) 18=129, 13=146. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) 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 202726 Truss A01C Truss Type Piggyback Base Qty 1 Ply 1 Fitzgerald Residence Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Thu Dec 17 11:47:27 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:scm1eED?k_UwIcbvc4lv2oy83N3-E3Nb39tdqTdHgRv4NDvH?mpQmuOzqyDKzQMvZcy83?_ Scale = 1:89.2 T1 T2 T3 T4B1 B2 B3 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12EV1 WCL2 T5 1 2 3 4 5 6 7 8 9 10 11 12 13 20 19 18 17 16 15 14 21 22 23 24 25 26 27 28 29 30 31 32 3x6 5x6 7x8 MT20HS 5x12 7x8 3x6 5x8 4x5 5x10 4x5 6x8 6x8 4x5 3x5 2x4 4x5 4x5 5x8 8-10-0 8-10-0 17-2-8 8-4-8 25-5-1 8-2-9 31-1-4 5-8-3 37-8-0 6-6-12 47-8-0 10-0-0 -1-4-0 1-4-0 5-8-10 5-8-10 11-1-13 5-5-2 16-6-15 5-5-2 21-0-0 4-5-1 25-5-1 4-5-1 31-6-8 6-1-7 37-8-0 6-1-7 42-6-4 4-10-5 47-8-0 5-1-12 49-0-0 1-4-0 0- 1 1 - 6 0- 0 - 1 1 3- 1 0 - 1 12 - 0 - 0 12 - 3 - 8 0- 6 - 1 4- 2 - 4 12 - 0 - 0 8.00 12 4.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-1-5,0-2-0], [4:0-0-12,0-1-8], [6:0-4-4,0-2-4], [8:0-5-12,0-2-0], [18:0-7-4,0-2-8], [19:0-3-15,0-3-8], [20:0-4-0,0-2-6] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.87 0.65 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.36 -0.58 0.39 0.11 (loc) 18-19 18-19 16 19 l/defl >999 >641 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 287 lb FT = 20% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.2 *Except* W1,W10,W11,W12,WCL2: 2x4 DF Stud, EV1: 2x6 DF SS BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-15 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 5-1-5 oc bracing. WEBS 1 Row at midpt 4-18, 6-18, 7-17, 8-17, 9-16 2 Rows at 1/3 pts 3-20 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 16=3571/0-5-8 (min. 0-3-14), 12=251/0-3-8 (min. 0-1-8), 20=1351/0-5-8 (min. 0-1-10) Max Horz20=-270(LC 10) Max Uplift16=-61(LC 12), 12=-227(LC 38), 20=-70(LC 12) Max Grav16=3635(LC 35), 12=749(LC 41), 20=1524(LC 38) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-21=-658/198, 3-21=-505/220, 3-22=-4121/584, 22-23=-3977/592, 23-24=-3957/594, 4-24=-3891/608, 4-25=-933/383, 5-25=-902/383, 5-6=-792/406, 6-7=-658/408, 7-26=-66/314, 8-26=-68/313, 8-27=-34/453, 27-28=-57/383, 9-28=-212/326, 9-29=-207/1924, 29-30=-219/1798, 10-30=-232/1790, 10-11=-184/1601, 11-31=-540/1196, 12-31=-711/1150, 2-20=-664/342 BOT CHORD 19-20=-564/3683, 18-19=-145/1944, 17-18=-6/437, 16-17=-1655/464, 15-16=-1484/309, 14-15=-1484/309, 12-14=-1073/603 WEBS 3-19=-42/264, 4-19=-229/3081, 4-18=-2042/368, 7-18=-116/1080, 7-17=-1435/301, 8-17=-582/81, 9-17=-336/2395, 9-16=-3446/739, 10-16=-747/131, 10-14=0/538, 11-14=-1059/264, 3-20=-3726/576 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-4-0 to 3-5-3, Interior(1) 3-5-3 to 11-9-12, Exterior(2R) 11-9-12 to 30-2-4, Interior(1) 30-2-4 to 44-2-13, Exterior(2E) 44-2-13 to 49-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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) Bearing at joint(s) 20 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 100 lb uplift at joint(s) 16, 20 except (jt=lb) 12=227. Continued on page 2 Job 202726 Truss A01C Truss Type Piggyback Base Qty 1 Ply 1 Fitzgerald Residence Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Thu Dec 17 11:47:27 2020 Page 2 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:scm1eED?k_UwIcbvc4lv2oy83N3-E3Nb39tdqTdHgRv4NDvH?mpQmuOzqyDKzQMvZcy83?_ NOTES- 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) 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 202726 Truss A01G Truss Type GABLE Qty 1 Ply 1 Fitzgerald Residence Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Thu Dec 17 11:47:54 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:scm1eED?k_UwIcbvc4lv2oy83N3-yGWokNCYTm1SPaTGSOucbTQ3OmZIfAoJA7Pq0Yy83_Z Scale = 1:102.2T1 T2 T3 T4 T5B1 W1 W2 W3 W4 W5 W7 W8 W9 W10 W11 W12 W13 W14 W15 W16HW1W24 W25 W29 T6 B3B4 W30 B5 ST2 ST3 ST5 ST6 ST8 ST9ST11 ST12 ST13 ST14 ST15 ST16 ST17 ST18 ST19ST20 ST21 ST22ST23ST24ST25 ST26 ST27 ST28 ST29 ST30 ST32 ST33 ST35 ST36 ST38 ST41 ST42 ST44 ST45 ST47 ST49 ST51 ST52 ST54 ST56 W311 2 3 4 5 6 7 8 9 10 11 12 1314 37 36 35 34 33 32 31 30 29 28 2625 24 23 22 21 20 19 18 17 16 15 102 103 104 105 106 107 108 109 110 27 111 112113 114115 116 117 118 119 120121 122 6x8 6x8 3x6 5x6 4x8 4x5 4x5 3x6 3x5 3x5 3x5 6x8 6x8 6x8 4x6 3x8 4x5 5x12 3x10 3x5 3x6 4x5 3x6 5x6 8-5-3 8-5-3 13-10-0 5-4-13 16-6-15 2-8-15 21-0-0 4-5-1 25-5-1 4-5-1 30-5-4 5-0-3 35-4-6 4-11-2 40-4-0 4-11-10 43-0-0 2-8-0 47-8-0 4-8-0 5-8-10 5-8-10 11-1-13 5-5-2 16-6-15 5-5-2 21-0-0 4-5-1 25-5-1 4-5-1 30-4-11 4-11-10 35-4-6 4-11-10 40-4-0 4-11-10 43-0-0 2-8-0 47-8-0 4-8-0 49-0-0 1-4-0 0- 1 1 - 6 2- 0 - 1 1 12 - 0 - 0 12 - 3 - 0 0- 6 - 1 12 - 0 - 0 8.00 12 4.00 12 Plate Offsets (X,Y)-- [1:0-5-15,0-0-3], [5:0-3-0,0-3-0], [6:0-5-8,0-2-8], [7:0-5-8,0-2-8], [101:0-1-12,0-1-0], [11:0-5-0,0-4-3], [23:0-3-8,0-3-0], [38:0-1-8,0-1-0], [40:0-1-8,0-1-0], [42:0-1-8,0-1-0], [44:0-1-12,0-1-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.78 0.84 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.19 0.03 0.05 (loc) 24-25 16-17 13 24-25 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 560 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr *Except* T2: 2x6 DF SS BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* W2,W3,W4,W5,W7,W8,W9,W10: 2x4 DF No.2 OTHERS 2x4 DF Stud *Except* ST2,ST9,ST11,ST12,ST29,ST36,ST38: 2x4 DF No.2 SLIDER Left 2x6 DF SS -t 3-6-7 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-7 oc purlins, except 2-0-0 oc purlins (4-5-12 max.): 6-7, 11-12. BOT CHORD Rigid ceiling directly applied or 5-8-6 oc bracing. WEBS 1 Row at midpt 4-32, 6-25, 6-24, 7-23, 9-20, 11-17 2 Rows at 1/3 pts 8-20 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 14-1-8 except (jt=length) 20=0-6-0 (input: 0-5-8 + bearing block), 13=0-3-8, 27=0-3-8. (lb) - Max Horz1=-249(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 36, 37 except 32=-303(LC 10), 20=-613(LC 11), 13=-115(LC 7), 28=-121(LC 47) Max Grav All reactions 250 lb or less at joint(s) 28, 29, 30, 31, 33, 34, 35, 36, 37, 27 except 1=272(LC 21), 32=2116(LC 39), 20=5607(LC 35), 13=1320(LC 35) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-320/244, 2-3=-194/300, 3-102=-97/307, 102-103=-76/307, 103-104=-60/353, 4-104=-37/539, 4-5=-1025/202, 5-6=-799/224, 6-105=-688/207, 105-106=-688/207, 7-106=-688/207, 7-8=-371/217, 8-107=-57/1669, 107-108=-66/1495, 9-108=-77/1350, 11-110=-2133/211, 12-110=-2132/211, 12-13=-2349/171 BOT CHORD 1-37=-191/276, 36-37=-191/276, 35-36=-191/276, 34-35=-191/276, 33-34=-191/276, 32-33=-191/276, 31-32=-107/372, 30-31=-107/372, 29-30=-107/372, 28-29=-107/372, 27-28=-107/372, 26-27=-107/372, 25-26=-107/372, 25-111=-122/756, 111-112=-122/756, 112-113=-122/756, 24-113=-122/756, 24-114=-104/302, 114-115=-104/302, 23-115=-104/302, 22-23=-1224/249, 21-22=-1224/249, 20-21=-1224/249, 17-117=-151/2148, 117-118=-151/2148, 118-119=-151/2148, 16-119=-151/2148, 16-120=-127/2083, 15-120=-127/2083, 15-121=-120/2094, 121-122=-120/2094, 13-122=-120/2094 WEBS 3-32=-496/159, 4-32=-1787/188, 4-25=-108/757, 6-24=-305/54, 7-24=-152/1158, 7-23=-1577/147, 8-23=-219/2498, 8-20=-3586/362, 9-20=-1816/263, 9-17=-133/1440, 11-17=-2253/232, 11-16=-2/331, 12-15=0/293 NOTES- 1) 2x4 DF No.1&Btr bearing block 12" long at jt. 20 attached to front face with 2 rows of 10d (0.131"x3") nails spaced 3" o.c. 8 Total fasteners. Bearing is assumed to be DF No.2. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 Continued on page 2 Job 202726 Truss A01G Truss Type GABLE Qty 1 Ply 1 Fitzgerald Residence Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Thu Dec 17 11:47:54 2020 Page 2 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:scm1eED?k_UwIcbvc4lv2oy83N3-yGWokNCYTm1SPaTGSOucbTQ3OmZIfAoJA7Pq0Yy83_Z NOTES- 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 7) Provide adequate drainage to prevent water ponding. 8) All plates are 2x4 MT20 unless otherwise indicated. 9) Gable studs spaced at 1-4-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 36, 37 except (jt=lb) 32=303, 20=613, 13=115, 28=121. 12) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 199 lb down and 71 lb up at 39-8-0, and 199 lb down and 57 lb up at 41-8-0, and 381 lb down and 120 lb up at 43-0-0 on top chord, and 57 lb down at 15-8-0, 49 lb down at 17-8-0, 444 lb down and 131 lb up at 18-4-0, 238 lb down and 59 lb up at 19-8-0, 238 lb down and 59 lb up at 21-8-0, 238 lb down and 59 lb up at 23-8-0, 238 lb down and 59 lb up at 25-8-0, 238 lb down and 59 lb up at 27-8-0, 238 lb down and 59 lb up at 29-8-0, 238 lb down and 59 lb up at 31-8-0, 238 lb down and 59 lb up at 33-8-0, 238 lb down and 59 lb up at 35-8-0, 238 lb down and 59 lb up at 37-8-0, 47 lb down at 39-8-0, 47 lb down at 41-8-0, 47 lb down at 42-11-4, and 49 lb down at 43-8-0, and 57 lb down at 45-8-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 15) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-84, 6-7=-84, 7-11=-84, 11-12=-84, 12-14=-84, 1-13=-20 Concentrated Loads (lb) Vert: 12=-262(B) 26=-28(B) 23=-238(B) 15=-24(B) 18=-238(B) 22=-238(B) 21=-238(B) 109=-150(B) 110=-150(B) 111=-25(B) 112=-444(B) 113=-238(B) 114=-238(B) 115=-238(B) 116=-238(B) 117=-238(B) 118=-238(B) 119=-24(B) 120=-24(B) 121=-25(B) 122=-28(B) Job 202726 Truss A01S Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Fitzgerald Residence Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Thu Dec 17 11:47:58 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:scm1eED?k_UwIcbvc4lv2oy83N3-q1lJZlF3X_XtuCm1hEyYlJbsdO7tb8yu5lN29Jy83_V Scale = 1:77.3 T1 T2 T3 B1 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 EV1 WCL2 EV2WCR2 ST1 ST2 ST3 ST4 ST5 ST6 ST7 ST8 ST9 ST10 ST11 ST12ST13 ST14 ST15 ST16ST17 ST18 ST19 ST20 ST21 ST22 ST23 ST24 ST25 ST26 ST27 ST28 ST29 ST30 ST31 ST32 ST33 ST34ST35 ST36 ST37 ST38ST39 ST40 ST41ST42 ST43ST44 T4 B2B31 2 3 4 5 6 7 8 9 10 11 12 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 92 93 94 95 5x6 5x6 3x6 5x12 3x4 4x5 3x4 3x4 5x12 3x4 3x4 4x5 3x4 3x4 3x4 3x4 5x6 8-5-3 8-5-3 16-6-15 8-1-11 25-5-1 8-10-2 33-6-13 8-1-11 42-0-0 8-5-3 -1-4-0 1-4-0 5-8-10 5-8-10 11-1-13 5-5-2 16-6-15 5-5-2 21-0-0 4-5-1 25-5-1 4-5-1 30-10-3 5-5-2 36-3-6 5-5-2 42-0-0 5-8-10 0- 1 1 - 6 12 - 0 - 0 12 - 3 - 8 0- 1 1 - 6 12 - 0 - 0 8.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-3-0], [6:0-3-12,0-2-0], [8:0-3-12,0-2-0], [26:0-3-4,0-3-0], [34:0-5-4,0-3-0], [65:0-1-5,0-1-0], [88:0-1-5,0-1-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.32 0.03 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.01 (loc) 46 46 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 529 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.2 *Except* W1,W10,EV1,WCL2,EV2,WCR2: 2x4 DF Stud OTHERS 2x4 DF Stud *Except* ST2,ST5,ST7,ST24,ST27,ST29: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-40, 4-33, 6-33, 7-33, 7-26, 8-26, 9-26, 9-19 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 42-0-0. (lb) - Max Horz46=265(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 46, 13 except 40=-157(LC 10), 33=-167(LC 7), 26=-116(LC 6), 19=-160(LC 11) Max Grav All reactions 250 lb or less at joint(s) 30, 31, 32, 35, 36, 37, 38, 39, 41, 42, 43, 44, 45, 29, 28, 27, 24, 23, 22, 21, 20, 18, 17, 16, 15, 14 except 40=653(LC 1), 33=785(LC 1), 26=781(LC 1), 19=670(LC 1), 46=509(LC 1), 13=372(LC 1), 13=372(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-92=-288/129, 11-12=-288/133, 2-46=-441/198, 12-13=-303/133 BOT CHORD 45-46=-145/276, 44-45=-145/276, 43-44=-145/276, 42-43=-145/276, 41-42=-145/276, 40-41=-145/276 WEBS 3-40=-377/162, 4-40=-324/57, 6-33=-381/73, 8-26=-382/55, 9-19=-324/56, 10-19=-398/164 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-4-0 to 2-10-6, Interior(1) 2-10-6 to 10-7-10, Exterior(2R) 10-7-10 to 31-4-5, Interior(1) 31-4-5 to 37-7-14, Exterior(2E) 37-7-14 to 41-10-4 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 46, 13 except (jt=lb) 40=157, 33=167, 26=116, 19=160. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) 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 202726 Truss B01 Truss Type Piggyback Base Qty 1 Ply 1 Fitzgerald Residence Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Thu Dec 17 11:48:00 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:scm1eED?k_UwIcbvc4lv2oy83N3-mQt3_RGJ3cnb7VwQpf?0qkg5oBke3xuBZ3s9DCy83_T Scale = 1:94.0 T1 T2 T3 T5B1 B2 B3 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 W13 W14 W15 W16 EV1 WCL2 T6 B5 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 25 26 27 28 29 30 31 32 33 4x6 5x6 5x6 8x20 MT20HS 3x4 6x8 MT20HS 3x6 3x5 3x5 4x8 3x5 3x8 3x5 3x5 3x5 2x4 3x5 2x4 5x6 6x8 3x6 4x5 7-0-4 7-0-4 13-8-8 6-8-4 13-10-4 0-1-12 16-5-7 2-7-3 25-3-9 8-10-2 30-2-12 4-11-3 37-10-14 7-8-2 38-3-4 0-4-6 41-7-12 3-4-8 47-6-8 5-10-12 7-0-0 7-0-0 13-8-8 6-8-8 16-5-7 2-8-15 20-10-8 4-5-1 25-3-9 4-5-1 31-7-3 6-3-10 37-10-14 6-3-10 38-3-4 0-4-6 42-9-3 4-5-15 47-6-8 4-9-5 48-10-8 1-4-0 1- 0 - 6 3- 1 0 - 1 12 - 0 - 0 12 - 3 - 0 0- 6 - 1 3- 4 - 2 12 - 0 - 0 8.00 12 4.00 12 6.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [5:0-3-12,0-2-0], [7:0-3-0,0-2-3], [9:0-7-4,0-2-0], [22:0-6-0,0-2-8] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.72 0.34 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.25 0.06 0.01 (loc) 20-21 20-21 22 20-21 l/defl >999 >798 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 312 lb FT = 20% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.2 *Except* W1,W12,W13,W14,W15,W16,EV1: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 23-24,22-23. WEBS 1 Row at midpt 2-22, 4-22, 5-21, 6-21, 6-20, 7-20, 8-18, 9-18 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 0-3-8 except (jt=length) 24=0-4-0, 14=0-5-8. (lb) - Max Horz24=-263(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 24, 18, 14, 12 except 22=-143(LC 12) Max Grav All reactions 250 lb or less at joint(s) except 24=399(LC 19), 22=2325(LC 38), 18=1541(LC 20), 14=1016(LC 41), 12=526(LC 41) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-25=-569/72, 25-26=-291/85, 2-26=-278/89, 2-27=-40/477, 27-28=-37/506, 3-28=-22/664, 3-4=-19/912, 4-5=-100/397, 5-6=-57/331, 6-29=-206/306, 7-29=-207/306, 7-30=-208/273, 30-31=-244/261, 8-31=-413/247, 8-32=0/354, 9-32=-213/285, 9-10=-350/115, 10-11=0/319, 1-24=-442/227 BOT CHORD 23-24=-164/477, 22-23=-74/500, 21-22=-513/246, 20-21=-197/252, 19-20=-347/218, 18-19=-347/218, 17-18=-12/362, 16-17=-12/362, 15-16=-33/294, 14-15=-33/294 WEBS 2-23=0/548, 2-22=-1175/235, 4-22=-1702/281, 4-21=0/1078, 5-21=-323/10, 6-21=-633/155, 6-20=-164/273, 7-20=-461/56, 8-20=-9/697, 8-18=-1300/347, 9-18=-407/118, 9-16=-217/284, 10-16=0/451, 10-15=-306/0, 10-14=-639/116, 11-14=-584/166 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-1-12 to 4-10-13, Interior(1) 4-10-13 to 11-8-6, Exterior(2R) 11-8-6 to 30-0-10, Interior(1) 30-0-10 to 44-1-7, Exterior(2E) 44-1-7 to 48-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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) Bearing at joint(s) 24 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 100 lb uplift at joint(s) 24, 18, 14, 12 except (jt=lb) 22=143. Continued on page 2 Job 202726 Truss B01 Truss Type Piggyback Base Qty 1 Ply 1 Fitzgerald Residence Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Thu Dec 17 11:48:00 2020 Page 2 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:scm1eED?k_UwIcbvc4lv2oy83N3-mQt3_RGJ3cnb7VwQpf?0qkg5oBke3xuBZ3s9DCy83_T NOTES- 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) 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 202726 Truss B01A Truss Type Piggyback Base Qty 1 Ply 1 Fitzgerald Residence Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Thu Dec 17 11:48:02 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:scm1eED?k_UwIcbvc4lv2oy83N3-jo?qP7IabD2JMp4ow41Uw9lPx?NFWrLU0NLFI4y83_R Scale = 1:104.9 T1 T2 T3 T4 T5B1 B2 B3 W1 W2 W3W4W5 W6 W7 W8 W9 W10 W11 W12 W13 W14 W15EV1 WCL2 T6 B4B5 HW2 1 2 3 4 5 6 7 8 9 10 11 1213 24 23 22 21 20 19 18 17 16 15 14 25 26 27 28 29 30 31 32 33 34 35 4x6 5x6 5x6 4x8 5x8 3x4 6x8 MT20HS 3x6 3x5 3x5 4x8 3x5 3x8 3x5 3x5 2x4 3x5 12x14 MT18HS 2x4 5x6 6x8 3x6 4x6 7-0-4 7-0-4 13-8-8 6-8-4 13-10-4 0-1-12 16-5-7 2-7-3 25-3-9 8-10-2 30-2-12 4-11-3 38-10-14 8-8-2 40-3-4 1-4-6 41-7-12 1-4-8 47-6-8 5-10-12 7-0-0 7-0-0 13-8-8 6-8-8 16-5-7 2-8-15 20-10-8 4-5-1 25-3-9 4-5-1 32-1-3 6-9-10 38-10-14 6-9-10 40-3-4 1-4-6 47-6-8 7-3-4 48-10-8 1-4-0 1- 0 - 6 2- 1 1 - 2 12 - 0 - 0 12 - 3 - 0 0- 6 - 1 3- 4 - 2 12 - 0 - 0 8.00 12 4.00 12 6.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [5:0-3-12,0-2-0], [7:0-3-0,0-2-3], [10:0-2-12,0-3-0], [11:0-7-0,0-2-13], [22:0-6-0,0-2-8] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.87 0.52 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.25 0.06 0.02 (loc) 20-21 20-21 22 12-14 l/defl >999 >783 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS MT18HS Weight: 307 lb FT = 20% GRIP 220/195 165/146 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.2 *Except* W1,W12,W13,W14,W15,EV1: 2x4 DF Stud WEDGE Right: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-2 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7, 10-11. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 2-22, 4-22, 5-21, 6-21, 6-20, 7-20, 8-18, 10-18 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 0-3-8 except (jt=length) 24=0-4-0, 14=0-5-8. (lb) - Max Horz24=-262(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 24, 18, 14 except 22=-143(LC 12), 12=-103(LC 9) Max Grav All reactions 250 lb or less at joint(s) except 24=398(LC 19), 22=2331(LC 41), 18=1629(LC 37), 14=1047(LC 37), 12=573(LC 45) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-25=-568/71, 25-26=-291/85, 2-26=-277/89, 2-27=-59/481, 27-28=-56/510, 3-28=-41/668, 3-4=-38/913, 4-5=-111/395, 5-29=-66/329, 6-29=-65/330, 6-30=-219/313, 7-30=-221/313, 7-31=-260/279, 31-32=-396/248, 8-32=-443/246, 8-33=0/330, 9-10=-306/244, 11-34=-2/373, 1-24=-442/227 BOT CHORD 23-24=-187/477, 22-23=-94/489, 21-22=-514/251, 20-21=-194/254, 19-20=-384/235, 18-19=-384/235, 17-18=-14/412, 16-17=-14/412, 15-16=-21/400 WEBS 2-23=0/539, 2-22=-1175/223, 4-22=-1709/274, 4-21=0/1087, 5-21=-322/18, 6-21=-642/153, 6-20=-152/271, 7-20=-490/66, 8-20=-26/724, 8-18=-1428/378, 10-18=-423/142, 10-16=0/404, 10-15=-608/0, 11-15=-223/327, 11-14=-766/222 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-1-12 to 4-10-13, Interior(1) 4-10-13 to 11-8-6, Exterior(2R) 11-8-6 to 30-0-10, Interior(1) 30-0-10 to 38-10-14, Exterior(2R) 38-10-14 to 44-1-7, Exterior(2E) 44-1-7 to 48-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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) Bearing at joint(s) 24 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 100 lb uplift at joint(s) 24, 18, 14 except (jt=lb) 22=143, 12=103.Continued on page 2 Job 202726 Truss B01A Truss Type Piggyback Base Qty 1 Ply 1 Fitzgerald Residence Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Thu Dec 17 11:48:02 2020 Page 2 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:scm1eED?k_UwIcbvc4lv2oy83N3-jo?qP7IabD2JMp4ow41Uw9lPx?NFWrLU0NLFI4y83_R NOTES- 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) 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 202726 Truss B01B Truss Type Piggyback Base Qty 1 Ply 1 Fitzgerald Residence Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Thu Dec 17 11:48:04 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:scm1eED?k_UwIcbvc4lv2oy83N3-fB6aqoJq7qI1c7EB2V3y?arnko5r_kjnThqMMzy83_P Scale = 1:90.5 T1 T2 T3 T4 T5 B1 B2 B3 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 W13 W14 W15EV1 WCL2 T6 T7 B5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 24 23 22 21 20 19 18 17 16 15 25 26 27 28 29 30 31 32 33 4x6 5x6 5x6 3x6 5x6 5x6 3x4 5x6 3x6 3x5 3x5 3x10 3x5 4x8 3x5 3x5 3x6 3x5 3x5 5x6 6x8 3x6 4x5 7-0-4 7-0-4 13-8-8 6-8-4 13-10-4 0-1-12 16-5-7 2-7-3 25-3-9 8-10-2 30-3-12 5-0-3 39-10-14 9-7-2 42-3-4 2-4-6 47-6-8 5-3-4 7-0-0 7-0-0 13-8-8 6-8-8 16-5-7 2-8-15 20-10-8 4-5-1 25-3-9 4-5-1 30-2-0 4-10-7 35-0-7 4-10-7 39-10-14 4-10-7 42-3-4 2-4-6 47-6-8 5-3-4 48-10-8 1-4-0 1- 0 - 6 2- 3 - 2 12 - 0 - 0 12 - 3 - 0 0- 6 - 1 3- 4 - 2 12 - 0 - 0 8.00 12 4.00 12 6.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [5:0-3-12,0-2-0], [7:0-3-12,0-2-0], [22:0-3-8,0-2-4] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.73 0.38 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.28 0.06 0.02 (loc) 16-18 16-18 22 16 l/defl >999 >729 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 309 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.2 *Except* W1,W11,W12,W13,W14,W15,EV1: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-14 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7, 11-12. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 2-22, 4-22, 5-21, 6-21, 6-20, 7-20, 8-18 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 0-3-8 except (jt=length) 24=0-4-0, 18=0-5-8. (lb) - Max Horz24=-262(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 24, 13 except 22=-151(LC 12), 18=-158(LC 13) Max Grav All reactions 250 lb or less at joint(s) except 24=383(LC 19), 22=2242(LC 41), 18=2591(LC 37), 13=806(LC 37) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-25=-517/40, 2-27=-72/529, 27-28=-69/558, 3-28=-54/716, 3-4=-51/934, 4-5=-42/485, 5-29=-14/403, 6-29=-14/403, 6-30=-32/374, 7-30=-33/374, 7-8=-82/609, 8-31=-45/1209, 31-32=-62/918, 9-32=-65/897, 9-10=-656/211, 10-11=-831/199, 11-12=-766/221, 12-33=-796/194, 13-33=-931/187, 1-24=-427/219 BOT CHORD 23-24=-209/472, 22-23=-135/395, 21-22=-533/261, 20-21=-347/246, 19-20=-831/340, 18-19=-831/340, 17-18=-296/171, 16-17=-296/171, 15-16=-15/629, 13-15=-99/763 WEBS 2-23=-20/463, 2-22=-1143/208, 4-22=-1620/221, 4-21=0/990, 5-21=-351/21, 6-21=-507/90, 6-20=-402/119, 7-20=-603/62, 8-20=-103/1099, 8-18=-1788/411, 9-18=-876/262, 9-16=-244/1254, 11-16=-786/290, 11-15=-112/357 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-1-12 to 4-10-13, Interior(1) 4-10-13 to 11-8-6, Exterior(2R) 11-8-6 to 30-1-15, Interior(1) 30-1-15 to 39-10-14, Exterior(2R) 39-10-14 to 44-1-7, Exterior(2E) 44-1-7 to 48-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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) Bearing at joint(s) 24 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 100 lb uplift at joint(s) 24, 13 except (jt=lb) 22=151, 18=158. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) 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 202726 Truss B01B Truss Type Piggyback Base Qty 1 Ply 1 Fitzgerald Residence Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Thu Dec 17 11:48:04 2020 Page 2 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:scm1eED?k_UwIcbvc4lv2oy83N3-fB6aqoJq7qI1c7EB2V3y?arnko5r_kjnThqMMzy83_P LOAD CASE(S) Standard Job 202726 Truss D01A Truss Type Common Qty 1 Ply 1 Fitzgerald Residence Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Thu Dec 17 11:48:05 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:scm1eED?k_UwIcbvc4lv2oy83N3-7Ngy18KSt8QuDGpNcCaBXnN2ICSbj88wiLZwuPy83_O Scale = 1:60.1 T1 T2 B1 W1 W2 W3 W4 EV1 WCL2 EV2 WCR2B2 1 2 3 4 5 10 9 8 7 6 11 12 3x4 4x5 4x5 3x6 1.5x4 4x8 4x10 1.5x4 3x5 3x4 7-4-11 7-4-11 14-5-13 7-1-3 21-10-8 7-4-11 5-7-0 5-7-0 10-10-8 5-3-8 16-2-12 5-4-4 21-10-8 5-7-12 1- 3 - 5 10 - 4 - 1 1- 2 - 1 10.00 12 Plate Offsets (X,Y)-- [5:0-2-0,0-1-12], [7:0-4-0,0-2-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.35 0.29 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.12 0.02 0.02 (loc) 9-10 9-10 6 7-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 133 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* W2,W3,WCL2: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 10=1122/0-2-0 (min. 0-1-8), 6=1122/0-6-0 (min. 0-1-8) Max Horz10=-219(LC 8) Max Uplift10=-34(LC 10), 6=-35(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-334/143, 2-11=-846/207, 3-11=-687/233, 3-12=-1007/326, 4-12=-1168/310, 4-5=-1307/208, 1-10=-333/135, 5-6=-1054/183 BOT CHORD 9-10=-76/856, 8-9=-45/906, 7-8=-45/906 WEBS 2-9=0/316, 2-7=-469/132, 3-7=-214/726, 4-7=-419/240, 2-10=-1003/69, 5-7=-42/742 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 7-10-8, Exterior(2R) 7-10-8 to 13-10-8, Interior(1) 13-10-8 to 18-8-12, Exterior(2E) 18-8-12 to 21-8-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 10. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 6. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 202726 Truss D01E Truss Type Common Supported Gable Qty 1 Ply 1 Fitzgerald Residence Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Thu Dec 17 11:48:06 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:scm1eED?k_UwIcbvc4lv2oy83N3-baEKFUL4eSYlrQNZ9v5Q4?wFscrwSnd4x_JTRsy83_N Scale = 1:61.2 EV1 T1 T2 EV2 B1 ST1 ST2 ST3 ST4 ST5 ST6 ST7 ST8 ST9 ST10 ST11 ST12 ST13 ST14 ST15 ST16 T3 B21 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 41 42 3x4 5x6 3x6 3x4 4x6 5x6 22-0-0 22-0-0 -1-4-0 1-4-0 11-0-0 11-0-0 22-0-0 11-0-0 23-4-0 1-4-0 1- 2 - 1 10 - 4 - 1 10 - 7 - 1 4 1- 2 - 1 10.00 12 Plate Offsets (X,Y)-- [9:0-3-0,0-1-8], [11:0-3-0,Edge], [19:0-3-0,0-3-0], [27:0-3-0,0-1-4] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.24 0.09 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 21 20 22 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 191 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud OTHERS 2x4 DF Stud *Except* ST1,ST2,ST9,ST10: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 10-32, 9-33, 12-31, 13-30 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 22-0-0. (lb) - Max Horz40=244(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 33, 34, 35, 36, 37, 38, 30, 29, 28, 26, 25, 24 except 40=-210(LC 6), 22=-149(LC 7), 39=-226(LC 7), 23=-173(LC 6) Max Grav All reactions 250 lb or less at joint(s) 32, 33, 34, 35, 36, 37, 38, 39, 31, 30, 29, 28, 26, 25, 24, 23 except 40=364(LC 19), 22=304(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-40=-282/149, 8-9=-131/268, 9-10=-178/356, 12-13=-181/363, 13-14=-135/275 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3E) -1-4-0 to 1-8-0, Exterior(2N) 1-8-0 to 8-0-0, Corner(3R) 8-0-0 to 14-0-0, Exterior(2N) 14-0-0 to 20-4-0, Corner(3E) 20-4-0 to 23-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 33, 34, 35, 36, 37, 38 , 30, 29, 28, 26, 25, 24 except (jt=lb) 40=210, 22=149, 39=226, 23=173. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 202726 Truss E01E Truss Type Common Supported Gable Qty 1 Ply 1 Fitzgerald Residence Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Thu Dec 17 11:48:07 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:scm1eED?k_UwIcbvc4lv2oy83N3-3mojSqMiPlgcTaymjddfdCTSf0ChBE7DAe20zIy83_M Scale = 1:37.6 EV1 T1 T2 EV2 B1 ST1 ST2 ST3 ST4 ST5 ST6 ST7 ST8 ST9 ST1012 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 14 3x6 13-8-8 13-8-8 6-10-4 6-10-4 13-8-8 6-10-4 1- 2 - 1 6- 1 0 - 1 0 1- 2 - 1 10.00 12 Plate Offsets (X,Y)-- [7:0-3-0,Edge] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.11 0.05 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 14 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 92 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud OTHERS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 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 13-8-8. (lb) - Max Horz25=-146(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 21, 22, 23, 18, 17, 16 except 25=-171(LC 8), 14=-148(LC 9), 24=-170(LC 7), 15=-153(LC 6) Max Grav All reactions 250 lb or less at joint(s) 25, 14, 20, 21, 22, 23, 24, 19, 18, 17, 16, 15 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-134/274, 8-9=-134/274 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3E) 0-1-12 to 3-5-0, Exterior(2N) 3-5-0 to 3-10-4, Corner(3R) 3-10-4 to 9-10-4, Exterior(2N) 9-10-4 to 10-3-8, Corner(3E) 10-3-8 to 13-6-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21, 22, 23, 18, 17, 16 except (jt=lb) 25=171, 14=148, 24=170, 15=153. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 202726 Truss E01S Truss Type Common Structural Gable Qty 1 Ply 1 Fitzgerald Residence Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Thu Dec 17 11:48:08 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:scm1eED?k_UwIcbvc4lv2oy83N3-XyM5gAMLA3oT4kXyHK8u9Q?a4QTIwcQMOIoaVky83_L Scale = 1:46.4 T1 T2 B1 W1 W2 W3 EV1 WCL2 EV2 WCR2 ST1ST2 ST3 ST4 ST5ST6 ST7 ST8 ST9 ST10 ST11 ST12 ST13 ST14 1 2 3 4 5 6 7 10 9 8 33 34 4x5 3x8 4x8 4x8 3x5 3x5 8-0-0 8-0-0 16-0-0 8-0-0 -1-4-0 1-4-0 4-1-12 4-1-12 8-0-0 3-10-4 11-10-4 3-10-4 16-0-0 4-1-12 17-4-0 1-4-0 1- 2 - 1 7- 1 0 - 1 8- 1 - 1 4 1- 2 - 1 10.00 12 Plate Offsets (X,Y)-- [3:0-1-8,0-2-0], [5:0-1-8,0-2-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.26 0.35 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.12 0.01 0.01 (loc) 9-10 9-10 8 9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 150 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* W1: 2x4 DF No.2 OTHERS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 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) 10=941/0-3-8 (min. 0-1-8), 8=941/0-3-8 (min. 0-1-8) Max Horz10=192(LC 9) Max Uplift10=-46(LC 10), 8=-46(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-33=-686/180, 4-33=-573/199, 4-34=-573/199, 5-34=-686/180, 2-10=-370/185, 6-8=-370/185 BOT CHORD 9-10=-54/573, 8-9=0/557 WEBS 4-9=-123/422, 3-10=-683/72, 5-8=-683/72 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 5-0-0, Exterior(2R) 5-0-0 to 11-0-0, Interior(1) 11-0-0 to 14-4-0, Exterior(2E) 14-4-0 to 17-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 8. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 202726 Truss F01A Truss Type Common Qty 1 Ply 1 Fitzgerald Residence Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Thu Dec 17 11:48:09 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:scm1eED?k_UwIcbvc4lv2oy83N3-09wTtWNzxNwJiu68r2f7idYoapuTf9PWdyX71Ay83_K Scale = 1:14.7 T1 T2 B1 W1 1 2 3 4 2x4 4x5 2x4 1.5x4 2-5-8 2-5-8 4-11-0 2-5-8 2-5-8 2-5-8 4-11-0 2-5-8 0- 4 - 1 3 2- 5 - 6 0- 4 - 1 3 10.00 12 Plate Offsets (X,Y)-- [1:0-2-1,0-1-0], [3:0-2-1,0-1-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.08 0.03 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 1 4 3 1 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 18 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-0 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.(lb/size) 1=232/0-5-8 (min. 0-1-8), 3=232/0-5-8 (min. 0-1-8) Max Horz1=-44(LC 8) Max Uplift1=-7(LC 10), 3=-7(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 202726 Truss F01C Truss Type Common Qty 1 Ply 1 Fitzgerald Residence Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Thu Dec 17 11:48:10 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:scm1eED?k_UwIcbvc4lv2oy83N3-ULTr5sObig2AK2hLOlAMEr5zNDDjOcgfscHhady83_J Scale = 1:14.6 T1 T2 B1 W1 1 2 3 4 2x4 4x5 2x4 1.5x4 2-5-0 2-5-0 4-10-0 2-5-0 2-5-0 2-5-0 4-10-0 2-5-0 0- 4 - 1 3 2- 5 - 0 0- 4 - 1 3 10.00 12 Plate Offsets (X,Y)-- [1:0-2-1,0-1-0], [3:0-2-1,0-1-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.08 0.03 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 1 4 3 4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 18 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-0 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.(lb/size) 1=228/0-5-8 (min. 0-1-8), 3=228/0-5-8 (min. 0-1-8) Max Horz1=-43(LC 6) Max Uplift1=-7(LC 10), 3=-7(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 202726 Truss F01DE Truss Type Common Supported Gable Qty 1 Ply 1 Fitzgerald Residence Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Thu Dec 17 11:48:11 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:scm1eED?k_UwIcbvc4lv2oy83N3-yX1DIBPDT_A1yBGXyThbn2d67dZ7735p5G0E63y83_I Scale = 1:17.5 T1 T2 B1 ST1 ST2 1 2 3 4 5 6 79 8 3x4 2x4 2x4 2x4 2x4 2x4 2x4 4-10-0 4-10-0 -1-4-0 1-4-0 2-5-0 2-5-0 4-10-0 2-5-0 6-2-0 1-4-0 0- 4 - 1 3 2- 5 - 0 3- 6 - 1 0- 4 - 1 3 10.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-0], [4:0-2-0,Edge], [6:0-2-1,0-1-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.14 0.02 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.00 0.00 (loc) 7 7 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr OTHERS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-0 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 4-10-0. (lb) - Max Horz2=65(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 9, 8 Max Grav All reactions 250 lb or less at joint(s) 9, 8 except 2=276(LC 1), 6=276(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3E) -1-4-0 to 1-7-12, Corner(3R) 1-7-12 to 3-2-4, Corner(3E) 3-2-4 to 6-2-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 9, 8. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 6. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 202726 Truss F01E Truss Type Common Supported Gable Qty 1 Ply 1 Fitzgerald Residence Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Thu Dec 17 11:48:12 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:scm1eED?k_UwIcbvc4lv2oy83N3-QkbcVXQrEIIuZLrjWACqKGAHt1vMsWKyJwmneVy83_H Scale = 1:17.7 T1 T2 B1 ST1 ST2 1 2 3 4 5 6 79 8 3x4 2x4 2x4 2x4 2x4 2x4 2x4 4-11-0 4-11-0 -1-4-0 1-4-0 2-5-8 2-5-8 4-11-0 2-5-8 6-3-0 1-4-0 0- 4 - 1 3 2- 5 - 6 3- 6 - 8 0- 4 - 1 3 10.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-0], [4:0-2-0,Edge], [6:0-2-1,0-1-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.14 0.02 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.00 0.00 (loc) 7 7 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr OTHERS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-0 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 4-11-0. (lb) - Max Horz2=-66(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 9, 8 Max Grav All reactions 250 lb or less at joint(s) 9, 8 except 2=275(LC 1), 6=275(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3E) -1-4-0 to 1-8-4, Corner(3R) 1-8-4 to 3-2-12, Corner(3E) 3-2-12 to 6-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 9, 8. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 6. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 202726 Truss S01 Truss Type Piggyback Base Qty 1 Ply 1 Fitzgerald Residence Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Thu Dec 17 11:48:12 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:scm1eED?k_UwIcbvc4lv2oy83N3-QkbcVXQrEIIuZLrjWACqKGA7v1p8sL4yJwmneVy83_H Scale = 1:72.2 T1 T2 EV2 B1 B2 B3 W1 W2 W3 W4 W5 EV1 WCL2 T3 1 2 3 4 5 6 7 11 10 9 8 12 13 3x6 6x8 MT20HS 4x6 4x5 5x8 10x20 MT18HS 4x8 3x4 5x6 3x4 8-10-0 8-10-0 17-2-8 8-4-8 17-4-4 0-1-12 23-8-0 6-3-12 -1-4-0 1-4-0 5-8-10 5-8-10 11-1-13 5-5-2 16-6-15 5-5-2 23-8-0 7-1-1 0- 1 1 - 6 12 - 0 - 0 12 - 3 - 8 4- 2 - 4 8.00 12 6.00 12 Plate Offsets (X,Y)-- [6:0-4-0,0-1-9], [8:Edge,0-3-8], [9:1-4-4,0-2-0], [10:0-3-15,0-2-8] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.78 0.42 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.31 0.08 -0.06 (loc) 10-11 10-11 8 8-9 l/defl >999 >652 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS MT18HS Weight: 156 lb FT = 20% GRIP 220/195 165/146 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.2 *Except* EV2: 2x4 DF No.1&Btr, W1,W2,EV1: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-9, 6-9, 7-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 8=-582/0-5-8 (min. 0-1-8), 11=680/0-5-8 (min. 0-1-8), 9=2456/0-3-8 (min. 0-2-10) Max Horz11=393(LC 7) Max Uplift8=-657(LC 18), 11=-4(LC 6), 9=-342(LC 7) Max Grav8=108(LC 7), 11=680(LC 1), 9=2456(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-12=-391/61, 3-12=-293/83, 3-4=-531/0, 4-5=-220/487, 5-6=-197/668, 6-13=-148/500, 7-13=-148/500, 7-8=-88/717, 2-11=-493/157 BOT CHORD 10-11=-415/1068 WEBS 3-10=-516/252, 4-10=-148/758, 4-9=-716/157, 6-9=-821/231, 7-9=-1041/162, 3-11=-820/64 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 12-4-0, Exterior(2R) 12-4-0 to 20-6-4, Exterior(2E) 20-6-4 to 23-6-4 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) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11 except (jt=lb) 8=657, 9=342. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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 202726 Truss T01 Truss Type Piggyback Base Qty 1 Ply 1 Fitzgerald Residence Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Thu Dec 17 11:48:14 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:scm1eED?k_UwIcbvc4lv2oy83N3-M6jMwDR5mvYcpf?6dbFIPhFSsqRfKClFnEFujOy83_F Scale = 1:87.7 T1 T2 T3 T4 B1 B2 B3W1W2W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 EV2 WCR2 T5 B412 3 4 5 6 7 8 9 10 11 1213 20 19 18 17 16 15 14 21 22 23 24 25 26 27 28 29 30 315x12 7x8 MT20HS 5x6 3x6 4x5 3x6 7x8 4x10 MT20HS3x5 2x4 4x5 6x8 7x8 4x5 5x10 4x6 6x8 4x5 10-0-0 10-0-0 16-6-12 6-6-12 22-2-15 5-8-3 30-5-8 8-2-9 38-10-0 8-4-8 47-8-0 8-10-0 -1-4-0 1-4-0 5-1-12 5-1-12 10-0-0 4-10-5 16-1-8 6-1-7 22-2-15 6-1-7 26-8-0 4-5-1 31-1-1 4-5-1 36-6-3 5-5-2 41-11-6 5-5-2 47-8-0 5-8-10 49-0-0 1-4-0 0- 6 - 1 3- 1 0 - 1 12 - 0 - 0 12 - 3 - 8 0- 1 1 - 6 4- 2 - 4 12 - 0 - 0 4.00 12 8.00 12 6.00 12 Plate Offsets (X,Y)-- [6:0-5-12,0-2-0], [8:0-4-4,0-2-4], [9:0-1-0,0-2-0], [12:0-2-8,0-1-12], [14:0-2-13,Edge], [15:0-3-15,0-3-8], [16:0-7-4,0-2-8] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.88 0.67 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.36 -0.58 0.37 0.10 (loc) 15-16 15-16 14 15 l/defl >999 >640 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 287 lb FT = 20% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.2 *Except* W1,W2,W3,W12,EV2: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-1 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 5-1-0 oc bracing. WEBS 1 Row at midpt 5-18, 6-17, 7-17, 8-16, 9-16, 10-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=244/0-3-8 (min. 0-1-8), 14=1344/0-5-8 (min. 0-1-10), 18=3588/0-5-8 (min. 0-3-14) Max Horz2=271(LC 11) Max Uplift2=-235(LC 41), 14=-94(LC 13), 18=-92(LC 12) Max Grav2=745(LC 38), 14=1516(LC 41), 18=3654(LC 35) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-22=-700/1172, 3-22=-529/1218, 3-4=-102/1625, 4-23=-163/1811, 23-24=-149/1818, 5-24=-137/1945, 5-25=-208/333, 25-26=-30/391, 6-26=-0/455, 6-27=-29/320, 7-27=-29/320, 7-8=-659/431, 8-28=-792/433, 9-28=-934/410, 9-29=-3951/542, 29-30=-4015/527, 30-31=-4037/525, 10-31=-4181/518, 10-11=-467/233, 11-12=-621/221, 12-14=-652/342 BOT CHORD 2-20=-1094/593, 19-20=-1507/302, 18-19=-1507/302, 17-18=-1674/473, 16-17=-81/435, 15-16=-60/1961, 14-15=-456/3782 WEBS 3-20=-1060/258, 4-20=0/539, 4-18=-744/148, 5-18=-3468/688, 5-17=-291/2415, 6-17=-587/59, 7-17=-1447/286, 7-16=-102/1091, 9-16=-2065/322, 9-15=-129/3145, 10-15=-82/287, 10-14=-3857/521 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-4-0 to 3-5-3, Interior(1) 3-5-3 to 17-5-12, Exterior(2R) 17-5-12 to 35-10-4, Interior(1) 35-10-4 to 44-2-13, Exterior(2E) 44-2-13 to 49-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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) Bearing at joint(s) 14 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 100 lb uplift at joint(s) 14, 18 except (jt=lb) 2=235. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) 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 202726 Truss T01 Truss Type Piggyback Base Qty 1 Ply 1 Fitzgerald Residence Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Thu Dec 17 11:48:14 2020 Page 2 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:scm1eED?k_UwIcbvc4lv2oy83N3-M6jMwDR5mvYcpf?6dbFIPhFSsqRfKClFnEFujOy83_F LOAD CASE(S) Standard Job 202726 Truss A01D Truss Type Piggyback Base Qty 2 Ply 1 Fitzgerald Residence Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Thu Dec 17 11:48:16 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:scm1eED?k_UwIcbvc4lv2oy83N3-IVr6LvTMIWoK2z8Ul0HmU6LqVe6jo6FYEYk?nGy83_D Scale = 1:102.5 T1 T2 T3 T4B1 B2 B3 B4 B5 B6 B7 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 W13 W14 W15EV1 WCL2 T5 B812 3 4 5 6 7 8 9 10 11 12 1314 25 24 23 22 21 20 19 18 17 16 15 26 27 28 29 30 31 32 33 3435 36 37 3x6 5x8 5x6 5x12 7x8 5x10 3x4 3x4 5x6 3x4 3x6 6x8 4x6 5x8 5x8 6x8 5x6 4x8 3x5 2x4 4x5 4x5 5x8 8-10-0 8-10-0 17-2-8 8-4-8 19-0-0 1-9-8 25-5-1 6-5-1 29-4-8 3-11-7 31-1-4 1-8-12 37-8-0 6-6-12 47-8-0 10-0-0 -1-4-0 1-4-0 5-8-10 5-8-10 11-1-13 5-5-2 16-6-15 5-5-2 19-0-0 2-5-1 25-5-1 6-5-1 29-4-8 3-11-7 33-6-4 4-1-12 37-8-0 4-1-12 42-6-4 4-10-5 47-8-0 5-1-12 49-0-0 1-4-0 0- 1 1 - 6 0- 0 - 1 1 3- 1 0 - 1 12 - 0 - 0 12 - 3 - 8 0- 6 - 1 4- 2 - 4 1- 0 - 0 1- 0 - 0 12 - 0 - 0 8.00 12 4.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-1-5,0-2-0], [4:0-1-0,0-2-0], [6:0-6-4,0-2-4], [8:0-3-12,0-2-0], [19:0-5-8,0-4-4], [20:0-3-8,0-2-8], [21:0-2-4,0-2-4], [23:0-7-4,0-2-8], [24:0-3-15,0-3-8], [25:0-4-0,0-2-6] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.74 0.70 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.37 -0.60 0.39 0.11 (loc) 23-24 23-24 17 24 l/defl >997 >612 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 322 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr *Except* B4,B6: 2x4 DF No.2 WEBS 2x4 DF Stud *Except* W2,W3,W4,W6,W7,W8,W9: 2x4 DF No.2, EV1: 2x6 DF SS BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-7 oc purlins, except end verticals, and 2-0-0 oc purlins (5-9-9 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 8-6-6 oc bracing: 24-25 10-0-0 oc bracing: 23-24 5-7-9 oc bracing: 15-17. 1 Row at midpt 7-21, 9-19 WEBS 1 Row at midpt 4-23, 6-21, 8-20, 10-17 2 Rows at 1/3 pts 3-25 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 17=3496/0-5-8 (min. 0-3-13), 13=304/0-3-8 (min. 0-1-8), 25=1373/0-5-8 (min. 0-1-11) Max Horz25=-271(LC 10) Max Uplift17=-50(LC 12), 13=-163(LC 38), 25=-74(LC 12) Max Grav17=3564(LC 35), 13=788(LC 41), 25=1554(LC 38) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-26=-668/201, 3-26=-513/223, 3-27=-4250/618, 27-28=-4106/626, 28-29=-4087/628, 4-29=-4021/642, 4-30=-972/396, 5-30=-941/396, 5-6=-826/419, 6-7=-703/405, 7-31=-710/406, 8-31=-711/406, 8-32=-55/382, 9-32=-127/304, 9-33=-61/1398, 10-33=-78/1310, 10-34=-163/1662, 34-35=-166/1635, 11-35=-180/1606, 11-12=-138/1418, 12-36=-649/1019, 13-36=-820/973, 2-25=-671/344 BOT CHORD 24-25=-588/3779, 23-24=-164/2015, 7-21=-781/211, 20-21=-260/255, 19-20=-1120/384, 9-19=-2816/569, 16-17=-1312/267, 15-16=-1312/267, 13-15=-908/705 WEBS 3-24=-34/274, 4-24=-252/3168, 4-23=-2078/380, 6-23=-224/560, 21-23=0/824, 6-21=-583/271, 8-21=-274/1396, 8-20=-1697/306, 9-20=-279/2103, 17-19=-2501/624, 10-19=-163/1451, 10-17=-1888/335, 11-17=-760/108, 11-15=0/535, 12-15=-1053/268, 3-25=-3829/602 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-4-0 to 3-5-3, Interior(1) 3-5-3 to 11-9-12, Exterior(2R) 11-9-12 to 30-2-4, Interior(1) 30-2-4 to 44-2-13, Exterior(2E) 44-2-13 to 49-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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.Continued on page 2 Job 202726 Truss A01D Truss Type Piggyback Base Qty 2 Ply 1 Fitzgerald Residence Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Thu Dec 17 11:48:16 2020 Page 2 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:scm1eED?k_UwIcbvc4lv2oy83N3-IVr6LvTMIWoK2z8Ul0HmU6LqVe6jo6FYEYk?nGy83_D NOTES- 7) Bearing at joint(s) 25 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 100 lb uplift at joint(s) 17, 25 except (jt=lb) 13=163. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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 202726 Truss G01G Truss Type Corner Rafter Qty 2 Ply 1 Fitzgerald Residence Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Thu Dec 17 11:48:17 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:scm1eED?k_UwIcbvc4lv2oy83N3-nhPUZFT_3qxBg6jhJjo?1Jt5_2crXnuhTCTYKjy83_C Scale = 1:15.8 T1 1 2 5 3 6 4 8-4-5 8-4-5 1-9-4 1-9-4 6-2-12 4-5-8 8-4-5 2-1-9 0- 8 - 1 0 2- 3 - 4 0- 5 - 0 0- 3 - 1 5 1- 1 1 - 5 2.83 12 LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.37 0.00 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.03 -0.00 0.01 (loc) 2-3 2-3 2 2-3 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES Weight: 12 lb FT = 20% GRIP LUMBER- TOP CHORD 2x4 DF No.1&Btr 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.(lb/size) 4=216/Mechanical, 2=378/0-5-8 (min. 0-1-8), 3=297/0-5-8 (min. 0-1-8) Max Horz4=62(LC 26) Max Uplift4=-46(LC 15), 2=-133(LC 6), 3=-74(LC 10) Max Grav4=229(LC 17), 2=525(LC 16), 3=355(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) 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) 4, 3 except (jt=lb) 2=133. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 15 lb down and 15 lb up at 4-7-1, 15 lb down and 15 lb up at 4-7-1, and 160 lb down and 49 lb up at 7-5-0, and 146 lb down and 46 lb up at 7-5-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-84 Concentrated Loads (lb) Vert: 6=-194(F=-90, B=-104) Job 202726 Truss R01S Truss Type Piggyback Qty 2 Ply 1 Fitzgerald Residence Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Thu Dec 17 11:48:18 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:scm1eED?k_UwIcbvc4lv2oy83N3-FtytmbUcq832HGItsRJEZXQIDSxnGEMrisD6s9y83_B Scale = 1:19.0 T1 T2 B1 ST1 1 2 3 4 5 6 4x5 2x4 2x4 1.5x4 8-10-2 8-10-2 4-5-1 4-5-1 8-10-2 4-5-1 0- 4 - 7 2- 1 1 - 6 0- 1 - 8 0- 4 - 7 0- 1 - 8 8.00 12 LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.21 0.08 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 5 4 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 27 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr OTHERS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=258/7-4-4 (min. 0-1-8), 4=258/7-4-4 (min. 0-1-8), 6=328/7-4-4 (min. 0-1-8) Max Horz2=-58(LC 8) Max Uplift2=-33(LC 10), 4=-38(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-3-5 to 3-3-5, Exterior(2R) 3-3-5 to 5-6-13, Exterior(2E) 5-6-13 to 8-6-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job 202726 Truss X01A Truss Type Jack-Open Qty 2 Ply 1 Fitzgerald Residence Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Thu Dec 17 11:48:19 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:scm1eED?k_UwIcbvc4lv2oy83N3-j4WFzxVEaRBvvQt3Q8qT6kzTxrG??hO_wWyfOby83_A Scale = 1:11.5 T1 B11 2 3 4 3x4 4-8-0 4-8-0 -1-4-0 1-4-0 3-10-3 3-10-3 0- 6 - 1 1- 9 - 7 2- 0 - 7 0- 3 - 8 4.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-0-11] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.22 0.15 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.04 -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 = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 3=128/Mechanical, 2=347/0-3-8 (min. 0-1-8), 4=45/Mechanical Max Horz2=52(LC 8) Max Uplift3=-40(LC 12), 2=-61(LC 8) Max Grav3=187(LC 19), 2=486(LC 19), 4=89(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 202726 Truss X01B Truss Type Jack-Open Qty 2 Ply 1 Fitzgerald Residence Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Thu Dec 17 11:48:20 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:scm1eED?k_UwIcbvc4lv2oy83N3-BG4dBGWsLlJmXaSG_sMieyVftFc3k8e89AiCw2y83_9 Scale = 1:11.4 T1 B11 2 3 5 6 4 3x4 4-8-0 4-8-0 -1-4-0 1-4-0 1-10-3 1-10-3 0- 6 - 1 1- 1 - 7 1- 4 - 7 0- 3 - 8 4.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-0-11] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.14 0.16 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.04 -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: 11 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 3=33/Mechanical, 2=280/0-3-8 (min. 0-1-8), 4=48/Mechanical Max Horz2=33(LC 8) Max Uplift3=-30(LC 18), 2=-49(LC 8) Max Grav3=45(LC 19), 2=366(LC 19), 4=97(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 7 lb down at 2-0-0, and 9 lb down at 4-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-84, 2-4=-20 Concentrated Loads (lb) Vert: 6=-3(B) Job 202726 Truss X02 Truss Type Jack-Open Qty 2 Ply 1 Fitzgerald Residence Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Thu Dec 17 11:48:20 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:scm1eED?k_UwIcbvc4lv2oy83N3-BG4dBGWsLlJmXaSG_sMieyVe9FeBk8e89AiCw2y83_9 Scale = 1:11.6 T1 B11 2 3 43x4 1-11-4 1-11-4 -1-4-0 1-4-0 1-11-4 1-11-4 3-10-3 1-10-15 0- 6 - 1 1- 9 - 7 2- 0 - 7 0- 4 - 3 1- 5 - 4 1- 9 - 7 4.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-0-11] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.25 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: 10 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-4 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=137/Mechanical, 2=312/0-3-8 (min. 0-1-8), 4=19/Mechanical Max Horz2=52(LC 8) Max Uplift3=-42(LC 12), 2=-72(LC 8) Max Grav3=200(LC 19), 2=447(LC 19), 4=38(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 202726 Truss X02A Truss Type Jack-Open Qty 2 Ply 1 Fitzgerald Residence Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Thu Dec 17 11:48:21 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:scm1eED?k_UwIcbvc4lv2oy83N3-fSe?OcXU63Rc8k1SYZtxB92qdf_QTbuHOqRmTUy83_8 Scale = 1:8.3 T1 B11 2 3 4 3x4 1-11-4 1-11-4 -1-4-0 1-4-0 1-10-3 1-10-3 0- 6 - 1 1- 1 - 7 1- 4 - 7 0- 3 - 8 4.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-0-11] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.14 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: 7 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 3=33/Mechanical, 2=252/0-3-8 (min. 0-1-8), 4=19/Mechanical Max Horz2=33(LC 8) Max Uplift3=-30(LC 18), 2=-65(LC 8) Max Grav3=45(LC 19), 2=338(LC 19), 4=38(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 202726 Truss D01 Truss Type Common Qty 3 Ply 1 Fitzgerald Residence Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Thu Dec 17 11:48:22 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:scm1eED?k_UwIcbvc4lv2oy83N3-7fCNcyX7tMZTmuce5HOAjNay93FWC?QQcUBJ?wy83_7 Scale = 1:59.6 T1 T2 B1 W1 W2 W3 W4 HW1 HW2 T3 B212 3 4 5 6 7 8 9 12 11 10 13 14 3x6 4x5 3x12 5x6 5x6 3x12 5x6 5x6 3x6 3x4 1.5x4 3x4 1.5x4 7-5-3 7-5-3 14-6-13 7-1-11 22-0-0 7-5-3 -1-4-0 1-4-0 5-7-12 5-7-12 11-0-0 5-4-4 16-4-4 5-4-4 22-0-0 5-7-12 1- 2 - 1 10 - 4 - 1 10 - 7 - 1 4 1- 2 - 1 10.00 12 Plate Offsets (X,Y)-- [2:0-9-8,Edge], [9:0-9-8,Edge] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.35 0.29 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.08 0.02 0.01 (loc) 10-12 10-12 9 9-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 137 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.2 *Except* W2,W4: 2x4 DF Stud SLIDER Left 2x8 DF SS -t 3-11-0, Right 2x8 DF SS -t 3-11-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-2 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) 9=1141/0-3-8 (min. 0-1-8), 2=1259/0-3-8 (min. 0-1-8) Max Horz2=213(LC 7) Max Uplift9=-35(LC 11), 2=-55(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1351/192, 3-4=-1216/212, 4-13=-1168/304, 5-13=-1023/307, 5-6=-1004/320, 6-14=-1029/324, 7-14=-1176/308, 7-8=-1095/213, 8-9=-1352/192 BOT CHORD 2-12=-61/881, 11-12=0/634, 10-11=0/634, 9-10=-52/889 WEBS 6-10=-136/491, 7-10=-334/224, 6-12=-128/479, 4-12=-325/218 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 8-0-0, Exterior(2R) 8-0-0 to 14-0-0, Interior(1) 14-0-0 to 19-0-0, Exterior(2E) 19-0-0 to 22-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 2. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 202726 Truss D01C Truss Type Common Qty 3 Ply 1 Fitzgerald Residence Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Thu Dec 17 11:48:23 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:scm1eED?k_UwIcbvc4lv2oy83N3-brmmpIYleghKO1Bqf_vPGa779TbuxHdar8wtXNy83_6 Scale = 1:60.1 T1 T2 B1 W1 W2 W3 W4 EV1 WCL2 EV2 WCR2 B2 1 2 3 4 5 10 9 8 7 6 11 12 3x4 4x5 3x4 3x6 1.5x4 4x8 3x8 4x5 3x5 3x5 7-3-11 7-3-11 14-3-13 7-0-3 21-7-8 7-3-11 5-7-0 5-7-0 10-10-8 5-3-8 16-1-4 5-2-12 21-7-8 5-6-4 1- 3 - 5 10 - 4 - 1 1- 4 - 9 10.00 12 LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.33 0.28 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.11 0.02 0.01 (loc) 9-10 9-10 6 7-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 133 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* W2,W3,WCL2,WCR2: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 10=1109/0-2-0 (min. 0-1-8), 6=1109/0-5-8 (min. 0-1-8) Max Horz10=220(LC 7) Max Uplift10=-34(LC 10), 6=-34(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-332/144, 2-11=-830/205, 3-11=-671/231, 3-12=-968/322, 4-12=-1125/296, 4-5=-304/143, 1-10=-331/135, 5-6=-313/134 BOT CHORD 9-10=-79/844, 8-9=-50/892, 7-8=-50/892, 6-7=-41/829 WEBS 2-9=0/313, 2-7=-468/134, 3-7=-211/691, 4-7=-310/229, 2-10=-988/65, 4-6=-1006/64 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 7-10-8, Exterior(2R) 7-10-8 to 13-10-8, Interior(1) 13-10-8 to 18-5-12, Exterior(2E) 18-5-12 to 21-5-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 10. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 6. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 202726 Truss F01 Truss Type Common Qty 3 Ply 1 Fitzgerald Residence Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Thu Dec 17 11:48:23 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:scm1eED?k_UwIcbvc4lv2oy83N3-brmmpIYleghKO1Bqf_vPGa7A?TfkxUtar8wtXNy83_6 Scale = 1:17.7 T1 T2 B1 W1 1 2 3 4 56 7 8 4x5 2x4 2x4 1.5x4 2-5-8 2-5-8 4-11-0 2-5-8 -1-4-0 1-4-0 2-5-8 2-5-8 4-11-0 2-5-8 6-3-0 1-4-0 0- 4 - 1 3 2- 5 - 6 3- 6 - 8 0- 4 - 1 3 10.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-0], [4:0-2-1,0-1-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.15 0.03 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.00 -0.00 (loc) 6 6 4 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 23 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=363/0-5-8 (min. 0-1-8), 4=363/0-5-8 (min. 0-1-8) Max Horz2=66(LC 9) Max Uplift2=-33(LC 10), 4=-33(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-4-0 to 1-8-0, Exterior(2R) 1-8-0 to 3-3-0, Exterior(2E) 3-3-0 to 6-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 202726 Truss F01B Truss Type Common Qty 3 Ply 1 Fitzgerald Residence Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Thu Dec 17 11:48:24 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:scm1eED?k_UwIcbvc4lv2oy83N3-31K81eZNP_pB?Bm1DhQepogLks??gx7j4ogQ3py83_5 Scale = 1:17.5 T1 T2 B1 W1 1 2 3 4 56 7 8 4x5 2x4 2x4 1.5x4 2-5-0 2-5-0 4-10-0 2-5-0 -1-4-0 1-4-0 2-5-0 2-5-0 4-10-0 2-5-0 6-2-0 1-4-0 0- 4 - 1 3 2- 5 - 0 3- 6 - 1 0- 4 - 1 3 10.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-0], [4:0-2-1,0-1-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.15 0.03 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.00 -0.00 (loc) 6 6 4 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 23 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=359/0-5-8 (min. 0-1-8), 4=359/0-5-8 (min. 0-1-8) Max Horz2=-65(LC 8) Max Uplift2=-33(LC 10), 4=-33(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-4-0 to 1-8-0, Exterior(2R) 1-8-0 to 3-2-0, Exterior(2E) 3-2-0 to 6-2-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 202726 Truss A01 Truss Type Piggyback Base Qty 4 Ply 1 Fitzgerald Residence Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Thu Dec 17 11:48:26 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:scm1eED?k_UwIcbvc4lv2oy83N3-0QRuRKadxb3vFVvPK6S6uDlYCgbI8cb0X69X8hy83_3 Scale = 1:85.7 T1 T2 T3 T4B1 B2 B3 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 W13 W14 EV1 WCL2 T5 1 2 3 4 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 14 23 24 25 26 27 28 29 30 31 32 33 34 3x6 5x6 12x14 MT18HS 5x12 4x5 5x8 3x6 4x8 5x10 5x6 2x4 4x5 8-10-0 8-10-0 17-2-8 8-4-8 21-3-12 4-1-4 25-5-1 4-1-5 30-5-12 5-0-11 37-8-0 7-2-4 41-9-4 4-1-4 47-8-0 5-10-12 -1-4-0 1-4-0 5-8-10 5-8-10 11-1-13 5-5-2 16-6-15 5-5-2 21-0-0 4-5-1 25-5-1 4-5-1 31-6-8 6-1-7 37-8-0 6-1-7 42-6-4 4-10-5 47-8-0 5-1-12 49-0-0 1-4-0 0- 1 1 - 6 3- 1 0 - 1 12 - 0 - 0 12 - 3 - 8 0- 6 - 1 4- 2 - 4 12 - 0 - 0 8.00 12 4.00 12 6.00 12 Plate Offsets (X,Y)-- [6:0-4-4,0-2-4], [8:0-11-12,0-2-0], [20:0-6-12,0-2-4], [21:0-3-15,0-2-8] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.73 0.43 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.32 0.12 0.03 (loc) 21-22 21-22 19 21 l/defl >999 >783 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 305 lb FT = 20% GRIP 220/195 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.2 *Except* W1,W2,W12,W13,W14,EV1: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 21-22,20-21. WEBS 1 Row at midpt 4-20, 6-20, 8-19, 9-18 2 Rows at 1/3 pts 7-19 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 0-5-8 except (jt=length) 17=0-3-8, 12=0-3-8. (lb) - Max Horz22=-271(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 22, 14, 12 except 19=-155(LC 12), 17=-127(LC 13) Max Grav All reactions 250 lb or less at joint(s) except 22=802(LC 38), 19=3013(LC 19), 17=1110(LC 40), 14=835(LC 41), 12=564(LC 41) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-23=-409/193, 3-23=-282/205, 3-24=-999/84, 24-25=-855/92, 25-26=-825/94, 4-26=-635/108, 4-27=0/491, 5-27=0/498, 5-6=0/808, 6-7=0/570, 7-28=0/1169, 8-28=0/1169, 8-29=0/1036, 29-30=0/985, 9-30=0/929, 9-31=0/859, 31-32=-7/798, 10-32=-20/791, 10-11=-229/478, 12-33=-273/111, 2-22=-509/323 BOT CHORD 21-22=-222/1423, 19-20=-1118/356, 18-19=-822/315, 17-18=-647/250, 16-17=-420/187, 15-16=-420/187 WEBS 3-21=-552/360, 4-21=0/1025, 4-20=-1145/224, 6-20=-746/75, 7-20=-254/1782, 7-19=-2026/414, 8-19=-1196/157, 8-18=-27/278, 9-18=-277/105, 9-17=-819/221, 10-17=-444/147, 11-15=-366/315, 11-14=-792/174, 3-22=-1318/174 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-4-0 to 3-5-3, Interior(1) 3-5-3 to 11-9-12, Exterior(2R) 11-9-12 to 30-2-4, Interior(1) 30-2-4 to 44-2-13, Exterior(2E) 44-2-13 to 49-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) All plates are 3x5 MT20 unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Bearing at joint(s) 22 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.Continued on page 2 Job 202726 Truss A01 Truss Type Piggyback Base Qty 4 Ply 1 Fitzgerald Residence Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Thu Dec 17 11:48:26 2020 Page 2 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:scm1eED?k_UwIcbvc4lv2oy83N3-0QRuRKadxb3vFVvPK6S6uDlYCgbI8cb0X69X8hy83_3 NOTES- 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22, 14, 12 except (jt=lb) 19=155, 17=127. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) 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 202726 Truss A01E Truss Type Piggyback Base Qty 4 Ply 1 Fitzgerald Residence Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Thu Dec 17 11:48:27 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:scm1eED?k_UwIcbvc4lv2oy83N3-Uc?GfgbFivBmsfUcuq_LQQIi_4yzt8c9mmu4g8y83_2 Scale = 1:88.5 T1 T2 T3 T4B1 B2 B3 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 W13 W14 EV1 WCL2 T5 B5 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 23 24 25 26 27 28 29 30 31 32 4x6 5x6 6x8 MT20HS 5x6 3x4 6x8 MT20HS 3x6 3x5 3x5 4x8 3x5 3x8 3x5 3x5 3x5 3x5 2x4 5x6 6x8 3x6 4x5 7-0-4 7-0-4 13-8-8 6-8-4 13-10-4 0-1-12 16-5-7 2-7-3 25-3-9 8-10-2 30-2-12 4-11-3 37-6-8 7-3-12 41-7-12 4-1-4 47-6-8 5-10-12 7-0-0 7-0-0 13-8-8 6-8-8 16-5-7 2-8-15 20-10-8 4-5-1 25-3-9 4-5-1 31-5-0 6-1-7 37-6-8 6-1-7 42-4-12 4-10-5 47-6-8 5-1-12 48-10-8 1-4-0 1- 0 - 6 3- 1 0 - 1 12 - 0 - 0 12 - 3 - 0 0- 6 - 1 3- 4 - 2 12 - 0 - 0 8.00 12 4.00 12 6.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [5:0-3-12,0-2-0], [7:0-5-8,0-1-12], [9:0-4-12,0-2-12], [20:0-6-0,0-2-8] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.72 0.33 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.25 0.06 0.01 (loc) 18-19 18-19 20 18-19 l/defl >999 >801 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 305 lb FT = 20% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.2 *Except* W1,W12,W13,W14,EV1: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 2-20, 4-20, 5-19, 6-19, 6-18, 7-18, 8-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 0-3-8 except (jt=length) 22=0-4-0, 13=0-5-8. (lb) - Max Horz22=-263(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 22, 16, 13, 11 except 20=-142(LC 12) Max Grav All reactions 250 lb or less at joint(s) except 22=398(LC 19), 20=2322(LC 38), 16=1619(LC 20), 13=922(LC 41), 11=576(LC 41) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-23=-567/68, 23-24=-290/81, 2-24=-276/86, 2-25=-36/478, 25-26=-34/507, 3-26=-19/665, 3-4=-16/913, 4-5=-95/398, 5-6=-53/332, 6-27=-183/297, 7-27=-185/297, 7-28=-188/266, 28-29=-218/253, 8-29=-377/240, 8-30=0/379, 9-30=-156/303, 9-10=-420/109, 11-31=-316/72, 1-22=-442/226 BOT CHORD 21-22=-158/477, 20-21=-66/498, 19-20=-514/248, 17-18=-349/232, 16-17=-349/232, 15-16=-27/348, 14-15=-27/348 WEBS 2-21=0/547, 2-20=-1174/232, 4-20=-1698/275, 4-19=0/1072, 5-19=-324/10, 6-19=-625/148, 6-18=-191/259, 7-18=-452/55, 8-18=-18/726, 8-16=-1334/355, 9-16=-433/141, 10-14=-39/509, 10-13=-890/198 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-1-12 to 4-10-13, Interior(1) 4-10-13 to 11-8-6, Exterior(2R) 11-8-6 to 30-0-10, Interior(1) 30-0-10 to 44-1-7, Exterior(2E) 44-1-7 to 48-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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) Bearing at joint(s) 22 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 100 lb uplift at joint(s) 22, 16, 13, 11 except (jt=lb) 20=142. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.Continued on page 2 Job 202726 Truss A01E Truss Type Piggyback Base Qty 4 Ply 1 Fitzgerald Residence Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Thu Dec 17 11:48:27 2020 Page 2 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:scm1eED?k_UwIcbvc4lv2oy83N3-Uc?GfgbFivBmsfUcuq_LQQIi_4yzt8c9mmu4g8y83_2 NOTES- 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 202726 Truss D01B Truss Type Common Qty 5 Ply 1 Fitzgerald Residence Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Thu Dec 17 11:48:28 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:scm1eED?k_UwIcbvc4lv2oy83N3-ypZfs?ctTCJdUp3oSXVazdqzcUJqcYiJ?QeeCay83_1 Scale = 1:60.1 T1 T2 B1 W1 W2 W3 W4 EV1 WCL2 HW2 B2 1 2 3 4 5 6 10 9 8 7 11 12 3x4 4x5 3x12 5x6 5x6 3x6 1.5x4 4x8 3x8 1.5x4 3x5 7-4-11 7-4-11 14-5-13 7-1-3 21-10-8 7-4-11 5-7-0 5-7-0 10-10-8 5-3-8 16-2-12 5-4-4 21-10-8 5-7-12 1- 3 - 5 10 - 4 - 1 1- 2 - 1 10.00 12 Plate Offsets (X,Y)-- [6:0-9-8,Edge] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.35 0.29 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.11 0.02 0.01 (loc) 9-10 9-10 6 7-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 134 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* W2,W3,WCL2: 2x4 DF No.2 SLIDER Right 2x8 DF SS -t 3-11-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 6=1130/0-3-8 (min. 0-1-8), 10=1130/0-2-0 (min. 0-1-8) Max Horz10=-221(LC 8) Max Uplift6=-35(LC 11), 10=-35(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-335/145, 2-11=-855/209, 3-11=-697/235, 3-12=-1019/329, 4-12=-1169/312, 4-5=-1080/213, 5-6=-1337/192, 1-10=-334/136 BOT CHORD 9-10=-64/863, 8-9=-33/914, 7-8=-33/914, 6-7=-52/879 WEBS 2-9=0/324, 2-7=-470/128, 3-7=-215/719, 4-7=-340/227, 2-10=-1013/68 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 7-10-8, Exterior(2R) 7-10-8 to 13-10-8, Interior(1) 13-10-8 to 18-10-8, Exterior(2E) 18-10-8 to 21-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 10. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 10. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 202726 Truss E01 Truss Type Common Qty 5 Ply 1 Fitzgerald Residence Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Thu Dec 17 11:48:29 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:scm1eED?k_UwIcbvc4lv2oy83N3-Q?714LdWEWRU6ze_0F0pWrNBFte3LB0SD3NBl0y83_0 Scale = 1:46.0 T1 T2 B1 W1 W2W3HW1 HW2 1 2 3 4 5 6 7 8 9 10 11 12 4x5 3x12 5x6 3x12 5x6 3x8 1.5x4 1.5x4 8-0-0 8-0-0 16-0-0 8-0-0 -1-4-0 1-4-0 4-1-12 4-1-12 8-0-0 3-10-4 11-10-4 3-10-4 16-0-0 4-1-12 17-4-0 1-4-0 1- 2 - 1 7- 1 0 - 1 8- 1 - 1 4 1- 2 - 1 10.00 12 Plate Offsets (X,Y)-- [2:0-9-8,Edge], [8:0-9-8,Edge] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.16 0.29 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.09 0.01 0.01 (loc) 2-10 2-10 8 10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 96 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* W1: 2x4 DF No.2 SLIDER Left 2x8 DF SS -t 2-11-5, Right 2x8 DF SS -t 2-11-5 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.(lb/size) 2=944/0-3-8 (min. 0-1-8), 8=944/0-3-8 (min. 0-1-8) Max Horz2=-162(LC 8) Max Uplift2=-44(LC 10), 8=-44(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-939/166, 3-4=-822/187, 4-11=-697/183, 5-11=-594/200, 5-12=-594/200, 6-12=-697/183, 6-7=-822/187, 7-8=-939/166 BOT CHORD 2-10=-50/587, 8-10=-24/582 WEBS 5-10=-119/419 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 5-0-0, Exterior(2R) 5-0-0 to 11-0-0, Interior(1) 11-0-0 to 14-4-0, Exterior(2E) 14-4-0 to 17-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 202726 Truss S01A Truss Type Piggyback Base Qty 9 Ply 1 Fitzgerald Residence Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Thu Dec 17 11:48:30 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:scm1eED?k_UwIcbvc4lv2oy83N3-uBhPHhd8?qZLj6DBZyX222wCLHyK4UIcSj7kHTy83_? Scale = 1:72.2 T1 T2 EV2 B1 B2 B3 W1 W2 W3 W4 W5 EV1 WCL2 T3 1 2 3 4 5 6 10 9 8 7 11 12 13 3x6 6x8 MT20HS 4x6 4x5 5x8 10x20 MT18HS 4x8 3x4 5x6 3x4 8-10-0 8-10-0 17-2-8 8-4-8 17-4-4 0-1-12 23-8-0 6-3-12 5-8-10 5-8-10 11-1-13 5-5-2 16-6-15 5-5-2 23-8-0 7-1-1 0- 1 1 - 6 12 - 0 - 0 4- 2 - 4 8.00 12 6.00 12 Plate Offsets (X,Y)-- [5:0-4-0,0-1-9], [7:Edge,0-3-8], [8:1-4-4,0-2-0], [9:0-3-15,0-2-8] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.78 0.42 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.31 0.08 -0.06 (loc) 9-10 9-10 7 7-8 l/defl >999 >651 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS MT18HS Weight: 154 lb FT = 20% GRIP 220/195 165/146 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.2 *Except* EV2: 2x4 DF No.1&Btr, W1,W2,EV1: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-8, 5-8, 6-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 7=-600/0-5-8 (min. 0-1-8), 10=544/0-5-8 (min. 0-1-8), 8=2487/0-3-8 (min. 0-2-10) Max Horz10=380(LC 7) Max Uplift7=-675(LC 17), 8=-346(LC 7) Max Grav7=111(LC 7), 10=564(LC 18), 8=2487(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-11=-378/68, 2-11=-261/82, 2-3=-528/0, 3-12=-222/499, 4-12=-213/551, 4-5=-199/679, 5-13=-150/509, 6-13=-150/510, 6-7=-90/734, 1-10=-350/92 BOT CHORD 9-10=-414/1093 WEBS 2-9=-548/258, 3-9=-146/766, 3-8=-715/155, 5-8=-829/232, 6-8=-1062/166, 2-10=-853/92 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 12-4-0, Exterior(2R) 12-4-0 to 20-6-4, Exterior(2E) 20-6-4 to 23-6-4 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) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 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) 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=675, 8=346. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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 202726 Truss PB01A Truss Type Piggyback Qty 10 Ply 1 Fitzgerald Residence Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Thu Dec 17 11:48:30 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:scm1eED?k_UwIcbvc4lv2oy83N3-uBhPHhd8?qZLj6DBZyX222wNyH2?4fPcSj7kHTy83_? Scale = 1:18.8 T1 T2 EV2 B1 ST1 1 2 3 4 5 7 6 3x4 1.5x4 1.5x4 2x4 1.5x4 1.5x4 7-1-1 7-1-1 4-5-1 4-5-1 7-1-1 2-8-0 0- 4 - 7 2- 1 1 - 6 0- 1 - 8 1- 0 - 9 0- 1 - 8 8.00 12 Plate Offsets (X,Y)-- [4:0-2-0,Edge] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.10 0.06 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) 1 1 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud OTHERS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 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=184/6-4-2 (min. 0-1-8), 2=196/6-4-2 (min. 0-1-8), 7=304/6-4-2 (min. 0-1-8) Max Horz2=65(LC 7) Max Uplift6=-15(LC 11), 2=-9(LC 11), 7=-32(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-3-5 to 3-6-9, Exterior(2R) 3-6-9 to 4-5-1, Exterior(2E) 4-5-1 to 6-11-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 2, 7. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job 202726 Truss X01 Truss Type Jack-Open Qty 14 Ply 1 Fitzgerald Residence Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Thu Dec 17 11:48:31 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:scm1eED?k_UwIcbvc4lv2oy83N3-MNFnV1emm7hCLGoN7f2HbGSUohMvp6MlhNsIpvy83__ Scale = 1:12.8 T1 B11 2 3 4 3x4 4-8-0 4-8-0 -1-4-0 1-4-0 4-8-0 4-8-0 0- 6 - 1 2- 0 - 1 1 2- 3 - 1 1 1- 8 - 8 2- 0 - 1 1 4.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-0-11] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.35 0.14 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.03 -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: 15 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-0 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.(lb/size) 3=160/Mechanical, 2=382/0-5-8 (min. 0-1-8), 4=44/Mechanical Max Horz2=59(LC 8) Max Uplift3=-49(LC 12), 2=-70(LC 8) Max Grav3=234(LC 19), 2=538(LC 19), 4=87(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 202726 Truss PB01 Truss Type Piggyback Qty 17 Ply 1 Fitzgerald Residence Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Thu Dec 17 11:48:32 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:scm1eED?k_UwIcbvc4lv2oy83N3-rap9iNfOXRp3zQNZhNZW7T?hh5j3YZqvw1crLLy82zz Scale = 1:19.0 T1 T2 B1 ST1 1 2 3 4 5 6 4x5 2x4 2x4 1.5x4 8-10-2 8-10-2 4-5-1 4-5-1 8-10-2 4-5-1 0- 4 - 7 2- 1 1 - 6 0- 1 - 8 0- 4 - 7 0- 1 - 8 8.00 12 LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.21 0.08 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 5 4 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 27 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr OTHERS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=258/7-4-4 (min. 0-1-8), 4=258/7-4-4 (min. 0-1-8), 6=328/7-4-4 (min. 0-1-8) Max Horz2=-58(LC 8) Max Uplift2=-33(LC 10), 4=-38(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-3-5 to 3-3-5, Exterior(2R) 3-3-5 to 5-6-13, Exterior(2E) 5-6-13 to 8-6-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard