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HomeMy WebLinkAboutTRUSS SPECS - 22-00014 - 1065 Cypress Loop - New SFR.pdfJob B1791-21 Truss A1G Truss Type Common Supported Gable Qty 1 Ply 1 McNiven(RP12/22)revised2/2/22 Job Reference (optional) Run: 8.510 s Oct 22 2021 Print: 8.510 s Oct 22 2021 MiTek Industries, Inc. Wed Feb 2 15:38:36 2022 Page 1 ID:Qmk?oO4yn15?WyDEgh_jvdy6Qtg-YCT?MerbA2xLAnLSjgphFs5NDzJYVcnQ3laANfzp74H Scale = 1:51.6 W1 T2 T2 W1 B1 ST7 ST6 ST5 ST4 ST3 ST2 ST1 ST6 ST5 ST4 ST3 ST2 ST1 B21 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1617 18 19 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 3x4 4x4 3x4 3x4 27-2-0 27-2-0 -1-6-0 1-6-0 13-7-0 13-7-0 27-2-0 13-7-0 28-8-0 1-6-0 1-0-07-9-81-0-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.20 0.03 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.03 0.00 (loc) 19 19 20 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 155 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 27-2-0. (lb) - Max Horz35=-121(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 35, 20, 28, 30, 31, 32, 33, 34, 26, 25, 24, 23, 22, 21 Max Grav All reactions 250 lb or less at joint(s) 27, 28, 30, 31, 32, 33, 34, 26, 25, 24, 23, 22, 21 except 35=280(LC 23), 20=280(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-35=-252/104, 18-20=-252/104 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=27ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3E) -1-6-13 to 1-7-0, Exterior(2N) 1-7-0 to 13-7-0, Corner(3R) 13-7-0 to 16-7-0, Exterior(2N) 16-7-0 to 28-8-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 35, 20, 28, 30, 31, 32 , 33, 34, 26, 25, 24, 23, 22, 21. 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 B1791-21 Truss A2 Truss Type COMMON Qty 1 Ply 1 McNiven(RP12/22)revised2/2/22 Job Reference (optional) Run: 8.510 s Oct 22 2021 Print: 8.510 s Oct 22 2021 MiTek Industries, Inc. Wed Feb 2 15:38:37 2022 Page 1 ID:Qmk?oO4yn15?WyDEgh_jvdy6Qtg-0O1NZ_sDxM3CoxweHNKwn3eRSNXnE2MZIPJjv5zp74G Scale: 1/4"=1' T2 T2 B1 W2 W1 W2 W1 HW1 HW1 T1 T1 B21 2 3 4 5 6 7 8 9 10 11 14 13 12 15 16 17 18 19 20 3x4 4x6 3x4 4x12 5x6 5x6 3x4 3x4 2x4 3x4 2x4 4x12 5x6 5x6 9-1-13 9-1-13 18-0-3 8-10-5 27-2-0 9-1-13 -1-6-0 1-6-0 6-11-4 6-11-4 13-7-0 6-7-12 20-2-12 6-7-12 27-2-0 6-11-4 28-8-0 1-6-0 1-0-07-9-81-0-06.00 12 Plate Offsets (X,Y)-- [2:0-8-1,Edge], [10:0-8-1,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.68 0.54 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.36 0.06 0.04 (loc) 12-14 12-14 10 12-14 l/defl >999 >907 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 140 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std SLIDER Left 2x8 DF SS 3-11-11, Right 2x8 DF SS 3-11-11 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-13 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=1520/0-5-8 (min. 0-1-10), 10=1520/0-5-8 (min. 0-1-10) Max Horz2=-101(LC 10) Max Uplift2=-119(LC 12), 10=-119(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-2148/170, 3-15=-2019/178, 3-4=-2024/196, 4-5=-1903/194, 5-16=-1803/204, 6-16=-1789/217, 6-17=-1789/217, 7-17=-1803/204, 7-8=-1903/194, 8-9=-2024/196, 9-18=-2019/178, 10-18=-2148/170 BOT CHORD 2-14=-107/1819, 13-14=-20/1301, 13-19=-20/1301, 19-20=-20/1301, 12-20=-20/1301, 10-12=-100/1754 WEBS 6-12=-45/705, 8-12=-457/131, 6-14=-45/705, 4-14=-457/131 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=27ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-13 to 1-5-3, Interior(1) 1-5-3 to 13-7-0, Exterior(2R) 13-7-0 to 16-7-0, Interior(1) 16-7-0 to 28-8-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 8.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=119, 10=119. 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 B1791-21 Truss B1G Truss Type COMMON STRUCTURAL GA Qty 1 Ply 1 McNiven(RP12/22)revised2/2/22 Job Reference (optional) Run: 8.510 s Oct 22 2021 Print: 8.510 s Oct 22 2021 MiTek Industries, Inc. Wed Feb 2 15:38:39 2022 Page 1 ID:Qmk?oO4yn15?WyDEgh_jvdy6Qtg-yn97_gtUTzJv1E40PoMOsUjpbAC7iousljoq_zzp74E Scale = 1:87.7 T2 T2 B1 W6 W5 W4 W3 W6 W5 W4 W3 W1 W2 W1 W2 ST16 ST14 ST15 ST13 ST11 ST12 ST9 ST10 ST7 ST8 ST5 ST6 ST4ST3ST2ST1 ST14 ST15 ST13 ST11 B3B21 2 3 4 5 6 7 8 9 10 11 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 53 54 55 56 57 58 59 60 3x6 5x6 3x4 3x6 3x6 3x4 3x4 3x4 4x4 3x4 3x4 3x4 4x4 4x4 3x4 3x6 5x6 3x6 8-9-5 8-9-5 16-0-0 7-2-11 17-3-2 1-3-2 25-8-14 8-5-13 34-2-11 8-5-13 43-0-0 8-9-5 -1-6-0 1-6-0 7-4-5 7-4-5 14-5-3 7-0-13 21-6-0 7-0-13 28-6-13 7-0-13 35-7-11 7-0-13 43-0-0 7-4-5 44-6-0 1-6-0 1-0-011-9-01-0-06.00 12 Plate Offsets (X,Y)-- [2:0-3-2,0-0-0], [5:0-1-12,0-1-8], [6:0-1-12,0-1-8], [9:0-1-8,0-1-12], [10:0-3-0,Edge], [12:0-2-12,0-1-8], [15:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.57 0.62 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.24 -0.36 0.07 0.04 (loc) 15-16 15-16 12 15-16 l/defl >999 >904 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 361 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std *Except* W1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-15, 6-16, 5-22, 9-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 16-3-8 except (jt=length) 12=0-5-8. (lb) - Max Horz27=-194(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 18 except 22=-197(LC 12), 27=-119(LC 26), 12=-138(LC 12), 19=-161(LC 1) Max Grav All reactions 250 lb or less at joint(s) 19, 20, 21, 23, 24, 25, 26 except 22=2177(LC 17), 27=415(LC 23), 12=1838(LC 18), 18=333(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-53=-380/116, 3-4=0/392, 4-5=0/588, 5-54=-1173/201, 6-54=-1056/217, 6-55=-1685/250, 7-55=-1804/234, 7-8=-2348/245, 8-9=-2544/221, 9-56=-596/129, 10-56=-710/112, 2-27=-557/166, 10-12=-707/164 BOT CHORD 26-27=-336/73, 25-26=-336/73, 24-25=-336/73, 23-24=-336/73, 22-23=-336/73, 21-22=0/845, 20-21=0/845, 19-20=0/845, 18-19=0/845, 17-18=0/845, 16-17=0/845, 16-57=0/1106, 57-58=0/1106, 15-58=0/1106, 15-59=-25/1740, 14-59=-25/1740, 14-60=-25/1740, 13-60=-25/1740, 12-13=-88/2234 WEBS 6-15=-97/1254, 7-15=-894/171, 7-13=-47/705, 9-13=-395/121, 6-16=-521/14, 5-16=0/599, 5-22=-2013/121, 3-22=-600/136, 3-27=-117/517, 9-12=-2018/101 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=43ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-13 to 2-8-13, Interior(1) 2-8-13 to 21-6-0, Exterior(2R) 21-6-0 to 25-9-10, Interior(1) 25-9-10 to 44-6-13 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 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 8.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18 except (jt=lb) 22=197, 27=119, 12=138, 19=161. 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.Continued on page 2 Job B1791-21 Truss B1G Truss Type COMMON STRUCTURAL GA Qty 1 Ply 1 McNiven(RP12/22)revised2/2/22 Job Reference (optional) Run: 8.510 s Oct 22 2021 Print: 8.510 s Oct 22 2021 MiTek Industries, Inc. Wed Feb 2 15:38:40 2022 Page 2 ID:Qmk?oO4yn15?WyDEgh_jvdy6Qtg-QzjVB?u6EHRmfOfDyWtdPiG_LaXMQF80_NYNWQzp74D LOAD CASE(S) Standard Job B1791-21 Truss B2 Truss Type COMMON Qty 3 Ply 1 McNiven(RP12/22)revised2/2/22 Job Reference (optional) Run: 8.510 s Oct 22 2021 Print: 8.510 s Oct 22 2021 MiTek Industries, Inc. Wed Feb 2 15:38:41 2022 Page 1 ID:Qmk?oO4yn15?WyDEgh_jvdy6Qtg-u9GuPLvk_bZdHYEPWDOsyvp3M_rH9lx9C1Hx2szp74C Scale = 1:77.4 T2 T2 B1 W4 W3 W2 W1 W3 W2 W1 HW1 HW1 T1 B1B2SB1SB212 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 18 19 20 21 22 23 24 3x6 5x8 3x6 7x10 MT20HS 7x8 WB 4x8 3x4 5x8 3x4 5x8 7x10 MT20HS 7x8 WB 10-10-12 10-10-12 21-6-0 10-7-4 32-1-4 10-7-4 43-0-0 10-10-12 -1-6-0 1-6-0 7-4-5 7-4-5 14-5-3 7-0-13 21-6-0 7-0-13 28-6-13 7-0-13 35-7-11 7-0-13 43-0-0 7-4-5 44-6-0 1-6-0 1-0-011-9-01-0-06.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-2-4], [5:0-1-8,0-1-8], [7:0-1-8,0-1-8], [9:0-4-0,0-2-4], [10:Edge,0-7-2] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.94 0.76 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.35 -0.52 0.16 0.10 (loc) 14-16 14-16 10 14-16 l/defl >999 >991 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 279 lb FT = 0% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x6 DF 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W4: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr OTHERS 2x4 DF Stud/Std SLIDER Left 2x6 DF 1800F 1.6E 8-3-10, Right 2x6 DF 1800F 1.6E 8-3-10 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-14, 5-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=3188/0-5-8 (min. 0-3-6), 10=3188/0-5-8 (min. 0-3-6) Max Horz2=-175(LC 10) Max Uplift2=-213(LC 12), 10=-213(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-5112/467, 3-17=-5025/486, 3-4=-4764/466, 4-5=-4633/490, 5-18=-3441/402, 6-18=-3266/426, 6-19=-3266/426, 7-19=-3441/402, 7-8=-4633/490, 8-9=-4764/466, 9-20=-5025/486, 10-20=-5112/467 BOT CHORD 2-16=-354/4408, 16-21=-263/3801, 15-21=-263/3801, 15-22=-263/3801, 14-22=-263/3801, 14-23=-256/3748, 13-23=-256/3748, 13-24=-256/3748, 12-24=-256/3748, 10-12=-347/4344 WEBS 6-14=-232/2438, 7-14=-1235/184, 7-12=-60/1068, 9-12=-359/114, 5-14=-1235/184, 5-16=-60/1067, 3-16=-359/114 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=43ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-12 to 2-8-13, Interior(1) 2-8-13 to 21-6-0, Exterior(2R) 21-6-0 to 25-9-10, Interior(1) 25-9-10 to 44-6-12 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 3) All plates are MT20 plates unless otherwise indicated. 4) All plates are 4x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 8.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=213, 10=213. 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) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 Job B1791-21 Truss B2 Truss Type COMMON Qty 3 Ply 1 McNiven(RP12/22)revised2/2/22 Job Reference (optional) Run: 8.510 s Oct 22 2021 Print: 8.510 s Oct 22 2021 MiTek Industries, Inc. Wed Feb 2 15:38:41 2022 Page 2 ID:Qmk?oO4yn15?WyDEgh_jvdy6Qtg-u9GuPLvk_bZdHYEPWDOsyvp3M_rH9lx9C1Hx2szp74C LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-6=-86, 6-11=-86, 2-10=-56(F=-40) Job B1791-21 Truss B3 Truss Type COMMON Qty 7 Ply 1 McNiven(RP12/22)revised2/2/22 Job Reference (optional) Run: 8.510 s Oct 22 2021 Print: 8.510 s Oct 22 2021 MiTek Industries, Inc. Wed Feb 2 15:38:42 2022 Page 1 ID:Qmk?oO4yn15?WyDEgh_jvdy6Qtg-MMqGchvMluiUuipb4xv5U7LEGOBVuCBIRh1UaIzp74B Scale = 1:75.4 T2 T2 B1 W1 W2 W3 W4 W3 W2 W1 HW1 HW2 T1 T3 B1B2SB1 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 17 18 19 20 21 22 3x6 5x8 3x6 8x10 7x8 WB 5x8 3x4 4x8 3x4 5x8 7x10 MT20HS 6x8 10-9-0 10-9-0 21-4-0 10-7-0 31-11-0 10-7-0 42-9-8 10-10-8 7-2-11 7-2-11 14-3-5 7-0-11 21-4-0 7-0-11 28-4-11 7-0-11 35-5-5 7-0-11 42-9-8 7-4-3 1-1-011-9-01-0-46.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-2-4], [4:0-1-12,0-1-8], [6:0-1-8,0-1-8], [8:0-4-0,0-2-4], [9:Edge,0-6-10] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.93 0.76 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.34 -0.51 0.16 0.10 (loc) 12-14 12-14 9 12-14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 277 lb FT = 0% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x6 DF 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W4: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr OTHERS 2x4 DF Stud/Std SLIDER Left 2x8 DF SS 8-2-11, Right 2x6 DF 1800F 1.6E 8-3-9 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-12, 6-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=3038/0-3-8 (min. 0-3-4), 9=3038/0-5-8 (min. 0-3-4) Max Horz1=172(LC 11) Max Uplift1=-172(LC 12), 9=-172(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-15=-5037/474, 2-15=-4880/491, 2-3=-4699/471, 3-4=-4565/495, 4-16=-3420/404, 5-16=-3243/428, 5-17=-3286/428, 6-17=-3420/404, 6-7=-4607/499, 7-8=-4741/475, 8-18=-4933/496, 9-18=-5088/479 BOT CHORD 1-14=-354/4324, 14-19=-267/3758, 13-19=-267/3758, 13-20=-267/3758, 12-20=-267/3758, 12-21=-260/3728, 11-21=-260/3728, 11-22=-260/3728, 10-22=-260/3728, 9-10=-361/4322 WEBS 2-14=-332/113, 4-14=-64/1022, 4-12=-1212/182, 5-12=-233/2419, 6-12=-1235/184, 6-10=-68/1067, 8-10=-359/116 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=43ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 4-3-6, Interior(1) 4-3-6 to 21-4-0, Exterior(2R) 21-4-0 to 25-7-6, Interior(1) 25-7-6 to 42-9-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) All plates are 4x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 8.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=172, 9=172. 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) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 Job B1791-21 Truss B3 Truss Type COMMON Qty 7 Ply 1 McNiven(RP12/22)revised2/2/22 Job Reference (optional) Run: 8.510 s Oct 22 2021 Print: 8.510 s Oct 22 2021 MiTek Industries, Inc. Wed Feb 2 15:38:42 2022 Page 2 ID:Qmk?oO4yn15?WyDEgh_jvdy6Qtg-MMqGchvMluiUuipb4xv5U7LEGOBVuCBIRh1UaIzp74B LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-5=-86, 5-9=-86, 1-9=-56(F=-40) Job B1791-21 Truss C1G Truss Type Common Structural Gable Qty 1 Ply 1 McNiven(RP12/22)revised2/2/22 Job Reference (optional) Run: 8.510 s Oct 22 2021 Print: 8.510 s Oct 22 2021 MiTek Industries, Inc. Wed Feb 2 15:38:43 2022 Page 1 ID:Qmk?oO4yn15?WyDEgh_jvdy6Qtg-rYOeq1w_WCqLWsOoeeRK1KuYFoh4dokSgLm27lzp74A Scale = 1:23.6 T1 T1 B1 W3 W1 W2 W1 W2 ST1 ST1 1 2 3 4 5 8 7 6 13 14 15 16 4x4 2x4 2x4 4x8 3x4 3x4 2x4 2x4 2x4 2x4 5-1-0 5-1-0 10-2-0 5-1-0 -1-6-0 1-6-0 5-1-0 5-1-0 10-2-0 5-1-0 11-8-0 1-6-0 1-0-03-6-81-0-06.00 12 Plate Offsets (X,Y)-- [2:0-1-0,0-1-8], [3:0-2-12,0-2-0], [4:0-1-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.34 0.10 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 0.00 (loc) 6-7 6-7 6 7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 56 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 8=651/0-3-8 (min. 0-1-8), 6=651/0-3-8 (min. 0-1-8) Max Horz8=62(LC 11) Max Uplift8=-72(LC 12), 6=-72(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-13=-548/123, 13-14=-474/128, 3-14=-452/139, 3-15=-452/140, 15-16=-474/128, 4-16=-548/123, 2-8=-607/213, 4-6=-607/214 WEBS 2-7=-60/286, 4-7=-63/286 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-13 to 1-5-3, Interior(1) 1-5-3 to 5-1-0, Exterior(2R) 5-1-0 to 8-1-0, Interior(1) 8-1-0 to 11-8-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 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 B1791-21 Truss C2 Truss Type Common Qty 2 Ply 1 McNiven(RP12/22)revised2/2/22 Job Reference (optional) Run: 8.510 s Oct 22 2021 Print: 8.510 s Oct 22 2021 MiTek Industries, Inc. Wed Feb 2 15:38:44 2022 Page 1 ID:Qmk?oO4yn15?WyDEgh_jvdy6Qtg-Jky01NxcHWyC80y_BLyZZYRmlB12MFobv_WbfBzp749 Scale = 1:23.0 T1 T1 B1 W1 HW1 HW1 1 2 3 4 5 6 7 8 9 10 11 12 4x4 3x8 5x6 3x8 5x6 2x4 5-1-0 5-1-0 10-2-0 5-1-0 -1-6-0 1-6-0 5-1-0 5-1-0 10-2-0 5-1-0 11-8-0 1-6-0 1-0-03-6-81-0-06.00 12 Plate Offsets (X,Y)-- [2:0-6-1,0-0-4], [6:0-6-1,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.16 0.12 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.01 0.00 (loc) 6-8 6-8 6 2-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 55 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std SLIDER Left 2x8 DF SS 2-11-3, Right 2x8 DF SS 2-11-3 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=653/0-3-8 (min. 0-1-8), 6=653/0-3-8 (min. 0-1-8) Max Horz2=43(LC 11) Max Uplift2=-69(LC 12), 6=-69(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-630/132, 9-10=-537/140, 3-10=-519/140, 3-4=-471/153, 4-5=-471/153, 5-11=-519/140, 11-12=-537/140, 6-12=-630/132 BOT CHORD 2-8=-45/422, 6-8=-45/422 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-13 to 1-5-3, Interior(1) 1-5-3 to 5-1-0, Exterior(2R) 5-1-0 to 8-1-0, Interior(1) 8-1-0 to 11-8-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 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 B1791-21 Truss D1G Truss Type Common Supported Gable Qty 1 Ply 1 McNiven(RP12/22)revised2/2/22 Job Reference (optional) Run: 8.510 s Oct 22 2021 Print: 8.510 s Oct 22 2021 MiTek Industries, Inc. Wed Feb 2 15:38:45 2022 Page 1 ID:Qmk?oO4yn15?WyDEgh_jvdy6Qtg-nxWOEjyF2p43l9XAl3To6lzysbOp5irl7eF8Bdzp748 Scale = 1:40.2 W1 T1 T1 W1 B1 ST6 ST5 ST4 ST3 ST2 ST1 ST5 ST4 ST3 ST2 ST1 B2 1 2 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 14 26 27 3x6 4x4 3x6 3x4 21-1-0 21-1-0 10-6-8 10-6-8 21-1-0 10-6-8 1-0-06-3-41-0-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.08 0.02 0.09 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: 107 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 21-1-0. (lb) - Max Horz25=-87(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 25, 14, 20, 21, 23, 24, 18, 17, 16, 15 Max Grav All reactions 250 lb or less at joint(s) 25, 14, 19, 20, 21, 23, 24, 18, 17, 16, 15 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3E) 0-1-12 to 3-1-12, Exterior(2N) 3-1-12 to 10-6-8, Corner(3R) 10-6-8 to 13-6-8, Exterior(2N) 13-6-8 to 20-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 25, 14, 20, 21, 23, 24 , 18, 17, 16, 15. 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 B1791-21 Truss E1G Truss Type COMMON STRUCTURAL GA Qty 1 Ply 1 McNiven(RP12/22)revised2/2/22 Job Reference (optional) Run: 8.510 s Oct 22 2021 Print: 8.510 s Oct 22 2021 MiTek Industries, Inc. Wed Feb 2 15:38:48 2022 Page 1 ID:Qmk?oO4yn15?WyDEgh_jvdy6Qtg-BWCXtl_7LkSecdGlQB0VkObJ1pJ7IyQBpcUooyzp745 Scale = 1:70.0 T2 T2 B1 W6 W5 W4 W3 W5W4 W3 W1 W2 W1 W2 ST12 ST13 ST10 ST11 ST9 ST7 ST8 ST5 ST6 ST3 ST4ST2 ST1 ST12 ST13 ST10 ST11 ST9 ST7 ST8 ST5 ST6 ST3 ST4 ST2 ST1 T1 T1 B1B21 2 3 4 5 6 7 8 9 10 11 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 13 12 62 63 64 65 66 67 68 14 69 3x6 5x6 3x6 3x6 3x8 3x4 3x4 4x4 3x4 3x4 4x4 4x4 3x6 3x6 4x4 3x6 9-8-4 9-8-4 19-1-0 9-4-12 23-8-0 4-7-0 28-5-12 4-9-12 38-2-0 9-8-4 -1-6-0 1-6-0 6-6-11 6-6-11 12-9-13 6-3-3 19-1-0 6-3-3 25-4-3 6-3-3 31-7-5 6-3-3 38-2-0 6-6-11 39-8-0 1-6-0 1-0-010-6-81-0-06.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-12], [10:0-2-0,0-1-12], [12:0-2-12,0-1-8], [29:0-2-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.66 0.43 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.33 0.01 0.01 (loc) 12-13 12-13 12 12-13 l/defl >953 >523 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 321 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-18, 7-18, 5-18 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 23-8-0 except (jt=length) 12=0-3-8, 14=0-3-8. (lb) - Max Horz29=172(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 29, 12, 15, 14 except 18=-174(LC 12), 24=-111(LC 12) Max Grav All reactions 250 lb or less at joint(s) 19, 21, 22, 23, 25, 26, 27, 28, 17, 15, 14 except 18=1780(LC 1), 24=761(LC 23), 29=557(LC 23), 12=932(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-62=-317/99, 4-5=-32/306, 5-63=0/333, 6-63=0/468, 6-64=0/468, 7-64=0/304, 7-8=-680/100, 8-9=-330/80, 9-65=-408/68, 10-65=-504/64, 2-29=-502/149, 10-12=-567/134 BOT CHORD 17-18=0/277, 16-17=0/277, 16-68=0/277, 15-68=0/277, 14-15=0/277, 14-69=0/277, 13-69=0/277, 12-13=-10/763 WEBS 6-18=-805/43, 7-18=-891/143, 7-13=-9/636, 8-13=-443/111, 5-18=-381/117, 5-24=-408/161, 4-24=-502/118, 8-12=-551/53 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-13 to 2-3-0, Interior(1) 2-3-0 to 19-1-0, Exterior(2R) 19-1-0 to 22-10-13, Interior(1) 22-10-13 to 39-8-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 8.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 29, 12, 15, 14 except (jt=lb) 18=174, 24=111. 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 B1791-21 Truss E2 Truss Type Common Qty 8 Ply 1 McNiven(RP12/22)revised2/2/22 Job Reference (optional) Run: 8.510 s Oct 22 2021 Print: 8.510 s Oct 22 2021 MiTek Industries, Inc. Wed Feb 2 15:38:50 2022 Page 1 ID:Qmk?oO4yn15?WyDEgh_jvdy6Qtg-7uJHIQ0NtMiMsxQ8Yc3zpphdcc?DmmlUHwzvsrzp743 Scale = 1:62.1 T1 T2 B1 W3 W4 W5 W6 W1 W2 HW2 T3 B2 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 16 17 18 19 3x4 8x12 MT20HS 3x4 3x4 3x4 3x4 5x6 4x4 3x12 5x6 5x6 8-0-4 8-0-4 15-11-14 7-11-10 24-3-0 8-3-2 5-2-0 5-2-0 11-5-3 6-3-3 17-8-5 6-3-3 24-3-0 6-6-11 25-9-0 1-6-0 7-11-810-6-81-0-06.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-3-0], [6:0-8-1,Edge], [11:0-1-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.78 0.39 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.19 0.01 -0.04 (loc) 10-11 10-11 6 10-11 l/defl >727 >511 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 149 lb FT = 0% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std SLIDER Right 2x8 DF SS 3-9-2 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 2-10, 1-11, 2-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 10=1411/0-5-8 (min. 0-1-10), 11=275/Mechanical, 6=907/0-3-8 (min. 0-1-8) Max Horz11=-245(LC 10) Max Uplift10=-44(LC 12), 11=-60(LC 8), 6=-91(LC 12) Max Grav10=1522(LC 18), 11=329(LC 23), 6=907(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-14=-29/260, 3-4=-763/154, 4-5=-771/125, 5-15=-934/111, 6-15=-996/100 BOT CHORD 10-18=-33/259, 9-18=-33/259, 9-19=-33/259, 8-19=-33/259, 6-8=-33/758 WEBS 2-10=-556/5, 3-10=-841/167, 3-8=-68/734, 4-8=-440/131 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 5-2-0, Exterior(2R) 5-2-0 to 8-2-0, Interior(1) 8-2-0 to 25-9-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 8.0psf. 6) 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) 10, 11, 6. 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 B1791-21 Truss E3 Truss Type Common Qty 1 Ply 1 McNiven(RP12/22)revised2/2/22 Job Reference (optional) Run: 8.510 s Oct 22 2021 Print: 8.510 s Oct 22 2021 MiTek Industries, Inc. Wed Feb 2 15:38:51 2022 Page 1 ID:Qmk?oO4yn15?WyDEgh_jvdy6Qtg-c5tfVm0?efqDT4?K6JaCM0DnM0LJVJadWaiTPHzp742 Scale = 1:65.6 T1 T2 B1 W3 W4 W5 W6 W1 W2 HW2 T3 B2 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 16 17 18 3x4 7x8 3x4 3x4 3x4 3x4 5x6 4x4 3x12 5x6 5x6 8-2-3 8-2-3 16-0-13 7-10-11 24-3-0 8-2-3 5-2-0 5-2-0 11-5-3 6-3-3 17-8-5 6-3-3 24-3-0 6-6-11 25-9-0 1-6-0 7-11-810-6-81-0-06.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-3-0], [6:0-8-1,Edge], [11:0-1-8,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.84 0.40 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.21 0.01 -0.04 (loc) 10-11 10-11 6 10-11 l/defl >660 >464 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 149 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std SLIDER Right 2x8 DF SS 3-9-2 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 2-10, 3-8, 1-11, 2-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 24-3-0. (lb) - Max Horz11=-245(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 10, 8, 11, 6 Max Grav All reactions 250 lb or less at joint(s) except 10=871(LC 18), 8=674(LC 18), 11=498(LC 19), 6=673(LC 24), 6=673(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-337/119, 4-5=-431/88, 5-15=-474/75, 6-15=-592/64 BOT CHORD 9-10=-32/268, 9-18=-32/268, 8-18=-32/268, 6-8=-1/385 WEBS 2-10=-255/0, 3-10=-473/171, 4-8=-486/131, 2-11=-259/166 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 5-2-0, Exterior(2R) 5-2-0 to 8-2-0, Interior(1) 8-2-0 to 25-9-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 8.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 8, 11, 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 B1791-21 Truss E4 Truss Type Common Qty 12 Ply 1 McNiven(RP12/22)revised2/2/22 Job Reference (optional) Run: 8.510 s Oct 22 2021 Print: 8.510 s Oct 22 2021 MiTek Industries, Inc. Wed Feb 2 15:38:52 2022 Page 1 ID:Qmk?oO4yn15?WyDEgh_jvdy6Qtg-4HR2i61ePzy35EaWf15RuEmx9QgEEgtnkES0xjzp741 Scale = 1:60.1 T1 T2 B1 W3 W4 W5 W6 W1 W2 HW2 T3 B2 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 16 17 18 19 3x4 7x8 3x4 3x4 3x4 3x4 5x6 4x4 4x12 5x6 5x6 8-3-3 8-3-3 16-2-13 7-11-11 24-6-0 8-3-3 5-5-0 5-5-0 11-8-3 6-3-3 17-11-5 6-3-3 24-6-0 6-6-11 26-0-0 1-6-0 7-10-010-6-81-0-06.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [4:0-3-0,0-3-0], [6:0-8-1,Edge], [10:0-1-12,0-1-8], [11:0-1-8,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.90 0.48 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.23 0.04 -0.04 (loc) 10-11 10-11 6 10-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 149 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std SLIDER Right 2x8 DF SS 3-9-2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-11, 2-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 11=1238/0-5-8 (min. 0-1-8), 6=1381/0-5-8 (min. 0-1-8) Max Horz11=-243(LC 10) Max Uplift11=-75(LC 12), 6=-106(LC 12) Max Grav11=1317(LC 18), 6=1387(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-14=-913/201, 3-14=-1013/190, 3-4=-1715/210, 4-5=-1806/181, 5-15=-1803/167, 6-15=-1913/157 BOT CHORD 11-16=0/606, 16-17=0/606, 10-17=0/606, 10-18=-13/1149, 9-18=-13/1149, 9-19=-13/1149, 8-19=-13/1149, 6-8=-81/1552 WEBS 2-10=-83/1070, 3-10=-804/164, 3-8=-63/614, 4-8=-352/127, 2-11=-1154/198 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 5-5-0, Exterior(2R) 5-5-0 to 8-5-0, Interior(1) 8-5-0 to 26-0-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 8.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11 except (jt=lb) 6=106. 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 B1791-21 Truss E5 Truss Type Common Qty 8 Ply 1 McNiven(RP12/22)revised2/2/22 Job Reference (optional) Run: 8.510 s Oct 22 2021 Print: 8.510 s Oct 22 2021 MiTek Industries, Inc. Wed Feb 2 15:38:53 2022 Page 1 ID:Qmk?oO4yn15?WyDEgh_jvdy6Qtg-YT?QwS2GAH4wjO9jDkcgRRJ85qxKzBxwzuBZTAzp740 Scale = 1:69.4 T2 T2 B1 W4 W3 W2 W1 W3 W2 W1HW1 HW1 T1 T1 B1B212 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 18 19 20 21 22 23 24 5x6 6x12 5x6 5x6 4x6 3x8 3x4 3x4 5x6 3x4 3x4 5x6 6x12 5x6 5x6 4x6 9-8-4 9-8-4 19-1-0 9-4-12 28-5-12 9-4-12 38-2-0 9-8-4 -1-6-0 1-6-0 6-6-11 6-6-11 12-9-13 6-3-3 19-1-0 6-3-3 25-4-3 6-3-3 31-7-5 6-3-3 38-2-0 6-6-11 39-8-0 1-6-0 1-0-010-6-81-0-06.00 12 Plate Offsets (X,Y)-- [2:0-8-1,Edge], [4:0-3-0,0-3-0], [8:0-3-0,0-3-0], [10:0-8-1,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.83 0.75 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.36 -0.52 0.14 0.07 (loc) 12-14 12-14 10 14-16 l/defl >999 >874 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 207 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except* T1: 2x4 DF 2400F 2.0E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std SLIDER Left 2x8 DF SS 3-9-2, Right 2x8 DF SS 3-9-2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-14, 5-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=2081/0-5-8 (min. 0-2-4), 10=2081/0-5-8 (min. 0-2-4) Max Horz2=153(LC 11) Max Uplift2=-150(LC 12), 10=-150(LC 12) Max Grav2=2107(LC 17), 10=2107(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-3254/223, 3-17=-3128/235, 3-4=-3132/247, 4-5=-2972/251, 5-18=-2231/234, 6-18=-2131/255, 6-19=-2131/255, 7-19=-2231/234, 7-8=-2972/251, 8-9=-3132/247, 9-20=-3128/235, 10-20=-3254/223 BOT CHORD 2-16=-148/2800, 16-21=-95/2492, 21-22=-95/2492, 15-22=-95/2492, 14-15=-95/2492, 13-14=-88/2403, 13-23=-88/2403, 23-24=-88/2403, 12-24=-88/2403, 10-12=-141/2686 WEBS 6-14=-98/1495, 7-14=-829/126, 7-12=0/502, 8-12=-288/95, 5-14=-829/126, 5-16=0/502, 4-16=-288/95 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-13 to 2-3-0, Interior(1) 2-3-0 to 19-1-0, Exterior(2R) 19-1-0 to 22-10-13, Interior(1) 22-10-13 to 39-8-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 8.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=150, 10=150. 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 B1791-21 Truss E6 Truss Type Common Qty 11 Ply 1 McNiven(RP12/22)revised2/2/22 Job Reference (optional) Run: 8.510 s Oct 22 2021 Print: 8.510 s Oct 22 2021 MiTek Industries, Inc. Wed Feb 2 15:38:55 2022 Page 1 ID:Qmk?oO4yn15?WyDEgh_jvdy6Qtg-Us7AL83WhuKeyiI5L9e8WsOSSddpR5VDQCggY2zp74_ Scale = 1:68.3 T2 T3 B1 W1 W2 W3 W4 W5 W6 W7HW1 HW2 T1 T4 B1B2 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 16 17 18 19 20 21 22 23 5x6 5x14 5x6 5x6 4x6 3x4 5x6 3x4 3x8 3x4 3x4 5x6 6x12 5x6 5x6 4x6 9-7-12 9-7-12 18-11-0 9-3-4 28-4-4 9-5-4 38-0-0 9-7-12 6-6-0 6-6-0 12-8-8 6-2-8 18-11-0 6-2-8 25-2-3 6-3-3 31-5-5 6-3-3 38-0-0 6-6-11 39-6-0 1-6-0 1-1-010-6-81-0-06.00 12 Plate Offsets (X,Y)-- [1:0-9-1,Edge], [3:0-3-0,0-3-0], [7:0-3-0,0-3-0], [9:0-8-1,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.90 0.75 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.36 -0.53 0.14 0.07 (loc) 11-13 11-13 9 11-13 l/defl >999 >857 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 204 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except* T1,T4: 2x4 DF 2400F 2.0E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std SLIDER Left 2x8 DF SS 3-9-3, Right 2x8 DF SS 3-9-2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-13, 6-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=1935/0-3-8 (min. 0-2-2), 9=2075/0-5-8 (min. 0-2-3) Max Horz1=-152(LC 10) Max Uplift1=-109(LC 12), 9=-151(LC 12) Max Grav1=1984(LC 17), 9=2100(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3198/233, 2-16=-3075/249, 3-16=-3055/259, 3-4=-2923/261, 4-17=-2217/237, 5-17=-2117/258, 5-18=-2117/255, 6-18=-2217/234, 6-7=-2963/251, 7-8=-3121/246, 8-19=-3117/234, 9-19=-3243/222 BOT CHORD 1-15=-146/2742, 15-20=-93/2465, 20-21=-93/2465, 14-21=-93/2465, 13-14=-93/2465, 12-13=-91/2391, 12-22=-91/2391, 22-23=-91/2391, 11-23=-91/2391, 9-11=-143/2676 WEBS 3-15=-273/100, 4-15=0/480, 4-13=-818/125, 5-13=-100/1485, 6-13=-829/126, 6-11=0/505, 7-11=-288/95 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-9-10, Interior(1) 3-9-10 to 18-11-0, Exterior(2R) 18-11-0 to 22-8-10, Interior(1) 22-8-10 to 39-6-13 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 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 8.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=109, 9=151. 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 B1791-21 Truss E7G Truss Type Common Supported Gable Qty 1 Ply 1 McNiven(RP12/22)revised2/2/22 Job Reference (optional) Run: 8.510 s Oct 22 2021 Print: 8.510 s Oct 22 2021 MiTek Industries, Inc. Wed Feb 2 15:38:56 2022 Page 1 ID:Qmk?oO4yn15?WyDEgh_jvdy6Qtg-y2gYYU48SCSVastIutAN34xos182AgPMfsQE3Uzp73z Scale = 1:70.0 W1 T2 T2 W1B1 ST10ST9ST8 ST7 ST6 ST5 ST4 ST3 ST2ST1 ST9 ST8 ST7 ST6 ST5 ST4 ST3 ST2 ST1 B1B21 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 49 50 3x6 5x6 3x6 3x6 3x6 38-2-0 38-2-0 -1-6-0 1-6-0 19-1-0 19-1-0 38-2-0 19-1-0 39-8-0 1-6-0 1-0-010-6-81-0-06.00 12 Plate Offsets (X,Y)-- [5:0-1-9,Edge], [21:0-1-9,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.22 0.04 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.03 0.00 (loc) 25 25 26 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 251 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 13-37, 12-38, 11-40, 14-36, 15-34 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 38-2-0. (lb) - Max Horz48=-172(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 48, 26, 38, 40, 41, 42, 43, 44, 45, 46, 47, 36, 34, 33, 32, 31, 30, 29, 28, 27 Max Grav All reactions 250 lb or less at joint(s) 37, 38, 40, 41, 42, 43, 44, 45, 46, 47, 36, 34, 33, 32, 31, 30, 29, 28, 27 except 48=309(LC 18), 26=304(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-48=-270/71, 24-26=-270/73 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=38ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3E) -1-6-13 to 2-3-0, Exterior(2N) 2-3-0 to 19-1-0, Corner(3R) 19-1-0 to 23-1-0, Exterior(2N) 23-1-0 to 39-8-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 48, 26, 38, 40, 41, 42 , 43, 44, 45, 46, 47, 36, 34, 33, 32, 31, 30, 29, 28, 27. 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 B1791-21 Truss M1 Truss Type Monopitch Girder Qty 1 Ply 2 McNiven(RP12/22)revised2/2/22 Job Reference (optional) Run: 8.510 s Oct 22 2021 Print: 8.510 s Oct 22 2021 MiTek Industries, Inc. Wed Feb 2 15:38:58 2022 Page 1 ID:Qmk?oO4yn15?WyDEgh_jvdy6Qtg-uRoJz96O_pjDp91g0ICr8V077rmLeTLf7AvK8Nzp73x Scale = 1:55.8 T2 W7 B1 W1 W2 W3 W4 W5 W6 HW1 T1 B2 1 2 3 4 5 6 7 12 11 10 9 813 14 15 16 17 18 19 3x4 2x4 4x4 3x12 4x4 4x6 3x4 2x4 3x4 3x4 3x4 3x4 4-7-2 4-7-2 8-10-12 4-3-10 13-2-6 4-3-10 17-9-8 4-7-2 4-7-2 4-7-2 8-10-12 4-3-10 13-2-6 4-3-10 17-9-8 4-7-2 1-1-09-11-126.00 12 Plate Offsets (X,Y)-- [1:0-9-1,Edge], [6:0-1-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 8.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.30 0.31 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.07 0.02 0.02 (loc) 10-12 10-12 8 10-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 257 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x6 DF 1800F 1.6E WEBS 2x4 DF Stud/Std SLIDER Left 2x6 DF 1800F 1.6E 2-7-7 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 7-8 REACTIONS.(lb/size) 8=2094/0-5-8 (min. 0-1-8), 1=2212/0-3-8 (min. 0-1-8) Max Horz1=260(LC 5) Max Uplift8=-323(LC 8), 1=-325(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3119/445, 2-3=-3023/467, 3-4=-2325/357, 4-5=-2281/371, 5-6=-1301/242 BOT CHORD 1-13=-470/2595, 13-14=-470/2595, 12-14=-470/2595, 12-15=-470/2595, 11-15=-470/2595, 11-16=-470/2595, 10-16=-470/2595, 10-17=-360/2040, 17-18=-360/2040, 9-18=-360/2040, 9-19=-214/1089, 8-19=-214/1089 WEBS 3-12=-101/589, 3-10=-676/144, 5-10=-201/1190, 5-9=-1481/265, 6-9=-366/1908, 6-8=-2063/381 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=323, 1=325. 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) 313 lb down and 76 lb up at 1-5-4, 313 lb down and 76 lb up at 3-5-4, 313 lb down and 76 lb up at 5-5-4, 313 lb down and 76 lb up at 7-5-4, 313 lb down and 76 lb up at 9-5-4, 313 lb down and 76 lb up at 11-5-4, and 313 lb down and 76 lb up at 13-5-4, and 313 lb down and 76 lb up at 15-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 Job B1791-21 Truss M1 Truss Type Monopitch Girder Qty 1 Ply 2 McNiven(RP12/22)revised2/2/22 Job Reference (optional) Run: 8.510 s Oct 22 2021 Print: 8.510 s Oct 22 2021 MiTek Industries, Inc. Wed Feb 2 15:38:59 2022 Page 2 ID:Qmk?oO4yn15?WyDEgh_jvdy6Qtg-NdMhAV71l7r4RJcsa?j4giYItE6aNwbpLqeugpzp73w LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-86, 1-8=-16 Concentrated Loads (lb) Vert: 9=-313(B) 13=-313(B) 14=-313(B) 15=-313(B) 16=-313(B) 17=-313(B) 18=-313(B) 19=-313(B)