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HomeMy WebLinkAboutS300.2Job J20003404 Truss CG01 Truss Type Diagonal Hip Girder Qty 2 Ply 1 McKeznie 20 Hamlet Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Jul 14 16:21:45 2020 Page 1Builders Firstsource, Mooresville, Indiana 46158 ID:UJQXwL339PSw6nGLTOpm4?zHZxN-OR9UT9r18XRGI5?gRtpos3lU6?ctJfYxPM?7Uxyy6Qa Scale = 1:20.7 W1 T1 B1 W2 1 2 6 5 7 3 8 42x4 4x6 2x4 1-6-0 1-6-0 5-7-2 4-1-2 -1-8-8 1-8-8 5-7-2 5-7-2 2-2-43-6-13-0-13-6-12.83 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 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 0.25 0.14 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.03 0.02 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 27 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-2 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=443/0-4-9 (min. 0-1-8), 3=190/Mechanical, 4=54/Mechanical Max Horz6=56(LC 5) Max Uplift6=-88(LC 4), 3=-45(LC 8), 4=-17(LC 4) Max Grav6=443(LC 1), 3=190(LC 1), 4=108(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-389/50 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 88 lb uplift at joint 6, 45 lb uplift at joint 3 and 17 lb uplift at joint 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. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 10 lb down and 14 lb up at 2-9-8, and 10 lb down and 14 lb up at 2-9-8 on top chord, and 1 lb down and 36 lb up at 2-9-8, and 1 lb down and 36 lb up at 2-9-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-80, 2-3=-80, 4-6=-20 08/03/20 William Hohlt Job J20003404 Truss GE02 Truss Type GABLE Qty 2 Ply 1 McKeznie 20 Hamlet Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Jul 14 16:21:47 2020 Page 1Builders Firstsource, Mooresville, Indiana 46158 ID:UJQXwL339PSw6nGLTOpm4?zHZxN-KpGEurtIg8i_XP92ZIrGxUrt2pKKnZtEsgUDYpyy6QY Scale = 1:26.9 W1 T2 W2 B1 ST12ST11 ST10 ST9 ST8 ST7 ST6 ST5 ST4 ST3 ST2 ST1 T1 B2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 28 27 26 25 24 23 22 21 20 19 18 17 16 3x8 2x4 3x6 2x4 2x42x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x42x4 16-7-4 16-7-4 16-7-4 16-7-4 1-3-11-7-30.25 12 Plate Offsets (X,Y)-- [25:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.03 0.01 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 16 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 49 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S 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 16-7-4. (lb) - Max Horz28=13(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 28, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27 Max Grav All reactions 250 lb or less at joint(s) 28, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27 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=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; end vertical left 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) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 28, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27. 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 08/03/20 William Hohlt Job J20003404 Truss GE03 Truss Type Monopitch Supported Gable Qty 2 Ply 1 McKeznie 20 Hamlet Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Jul 14 16:21:49 2020 Page 1Builders Firstsource, Mooresville, Indiana 46158 ID:UJQXwL339PSw6nGLTOpm4?zHZxN-GCO?IXuYClyhmjJRgjtk1vwDhd0qFTOXK_zKdiyy6QW Scale = 1:37.1 W1 T2 W3 B1 ST16 ST15 ST14 ST13 ST12 ST11 ST10 ST9 ST8 ST7 ST6 ST5 ST4 ST3 ST2 ST1 W2 T1 B2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 2x4 3x6 5x6 2x4 2x43x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 2x4 22-9-12 22-9-12 22-9-12 22-9-12 1-7-32-0-150.25 12 Plate Offsets (X,Y)-- [13:0-3-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.02 0.01 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 19 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 76 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S 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 22-9-12. (lb) - Max Horz37=9(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 31, 32, 33, 34, 35, 36 Max Grav All reactions 250 lb or less at joint(s) 37, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 31, 32, 33, 34, 35, 36 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=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone;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) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 31, 32, 33, 34, 35, 36. 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 08/03/20 William Hohlt Job J20003404 Truss GE04 Truss Type GABLE Qty 1 Ply 1 McKeznie 20 Hamlet Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Jul 14 16:21:50 2020 Page 1Builders Firstsource, Mooresville, Indiana 46158 ID:UJQXwL339PSw6nGLTOpm4?zHZxN-kOyNWsvAz34YOttdEQOzZ6TOP0M5_wfhZeju98yy6QV Scale = 1:27.9 W1 T2 W3 B1 ST12 ST11 ST10ST9 ST8 ST7 ST6 ST5ST4 ST3 ST2 ST1 T1 B2 W2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 28 27 26 25 24 23 22 21 20 19 18 17 16 15 2x4 3x6 2x4 2x42x4 2x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 3x6 2x4 17-3-0 17-3-0 17-3-0 17-3-0 1-3-12-0-150.57 12 Plate Offsets (X,Y)-- [10:0-3-0,0-3-0], [24:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.02 0.01 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 15 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 55 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 17-3-0. (lb) - Max Horz28=32(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27 Max Grav All reactions 250 lb or less at joint(s) 28, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27 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=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; 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) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27. 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 08/03/20 William Hohlt Job J20003404 Truss GE05 Truss Type Monopitch Supported Gable Qty 1 Ply 1 McKeznie 20 Hamlet Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Jul 14 16:21:52 2020 Page 1Builders Firstsource, Mooresville, Indiana 46158 ID:UJQXwL339PSw6nGLTOpm4?zHZxN-gn47xYxQVgKGdA10LrRReXYkuq1WSq8z0yC_D1yy6QT Scale: 1/2"=1' W1 T1 W3 B1 ST10ST9 ST8 ST7 ST6 ST5 ST4 ST3 ST2ST1 W2 1 2 3 4 5 6 7 8 9 10 11 12 24 23 22 21 20 19 18 17 16 15 14 13 2x4 3x4 2x4 2x42x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 2x4 14-11-8 14-11-8 1-4-62-0-150.57 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.02 0.01 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 13 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 49 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S 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 14-11-8. (lb) - Max Horz24=32(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 24, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23 Max Grav All reactions 250 lb or less at joint(s) 24, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23 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=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; 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) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23. 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 08/03/20 William Hohlt Job J20003404 Truss GE06 Truss Type Monopitch Supported Gable Qty 1 Ply 1 McKeznie 20 Hamlet Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Jul 14 16:21:53 2020 Page 1Builders Firstsource, Mooresville, Indiana 46158 ID:UJQXwL339PSw6nGLTOpm4?zHZxN-9zeV8ux2G_S7FKcCvZygBl5uZENGBHe7FcxYmTyy6QS Scale = 1:9.6 W1 T1 W3 B1 W2 1 2 4 3 2x4 3x4 2x4 3x4 2-9-0 2-9-0 1-3-11-4-100.57 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.09 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-0 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) 4=82/2-9-0 (min. 0-1-8), 3=82/2-9-0 (min. 0-1-8) Max Horz4=20(LC 9) Max Uplift4=-7(LC 6), 3=-1(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=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; 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) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 3. 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 08/03/20 William Hohlt Job J20003404 Truss J01 Truss Type Jack-Open Qty 2 Ply 1 McKeznie 20 Hamlet Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Jul 14 16:21:55 2020 Page 1Builders Firstsource, Mooresville, Indiana 46158 ID:UJQXwL339PSw6nGLTOpm4?zHZxN-5MlGZazJobirUemb1z_8GAAD?13ZfACQiwQeqMyy6QQ Scale = 1:17.1 W1 T1 B1 W2 1 2 6 5 3 4 2x4 3x4 2x4 1-6-0 1-6-0 2-0-7 0-6-7 -1-2-8 1-2-8 2-0-7 2-0-7 2-2-42-10-62-6-32-10-64.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 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 0.16 0.05 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 6 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-7 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=240/0-3-8 (min. 0-1-8), 3=33/Mechanical, 4=18/Mechanical Max Horz6=48(LC 7) Max Uplift6=-27(LC 6), 3=-11(LC 10), 4=-25(LC 7) Max Grav6=240(LC 1), 3=33(LC 1), 4=37(LC 3) 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=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3, 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 08/03/20 William Hohlt Job J20003404 Truss J02 Truss Type Jack-Open Qty 2 Ply 1 McKeznie 20 Hamlet Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Jul 14 16:21:56 2020 Page 1Builders Firstsource, Mooresville, Indiana 46158 ID:UJQXwL339PSw6nGLTOpm4?zHZxN-ZYJemw_xZvqi6oLnahVNpNiOlRPoOcRZxaACMoyy6QP Scale = 1:17.1 W1 T1 B1 W2 1 2 6 5 3 4 2x4 3x4 2x4 1-6-0 1-6-0 2-0-7 0-6-7 -1-2-8 1-2-8 2-0-7 2-0-7 2-2-42-10-62-6-32-10-64.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 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 0.16 0.05 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 6 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-7 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=240/0-3-8 (min. 0-1-8), 3=33/Mechanical, 4=18/Mechanical Max Horz6=48(LC 7) Max Uplift6=-27(LC 6), 3=-11(LC 10), 4=-25(LC 7) Max Grav6=240(LC 1), 3=33(LC 1), 4=37(LC 3) 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=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3, 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 08/03/20 William Hohlt Job J20003404 Truss J03 Truss Type Jack-Open Qty 2 Ply 1 McKeznie 20 Hamlet Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Jul 14 16:21:57 2020 Page 1Builders Firstsource, Mooresville, Indiana 46158 ID:UJQXwL339PSw6nGLTOpm4?zHZxN-1kt0_G?ZKCyZkxwz8O0cLbFXrrhC73FiAEvlvEyy6QO Scale = 1:20.2 W1 T1 B1 W2 1 2 6 5 3 4 2x4 3x4 2x4 1-6-0 1-6-0 4-0-0 2-6-0 -1-2-8 1-2-8 4-0-0 4-0-0 2-2-43-6-43-2-13-6-44.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 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 0.26 0.23 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 -0.04 0.03 (loc) 5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 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=317/0-3-8 (min. 0-1-8), 3=132/Mechanical, 4=38/Mechanical Max Horz6=61(LC 7) Max Uplift6=-24(LC 6), 3=-34(LC 10), 4=-1(LC 7) Max Grav6=317(LC 1), 3=132(LC 1), 4=76(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-279/13 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3, 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 08/03/20 William Hohlt Job J20003404 Truss J04 Truss Type Jack-Open Qty 1 Ply 1 McKeznie 20 Hamlet Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Jul 14 16:21:59 2020 Page 1Builders Firstsource, Mooresville, Indiana 46158 ID:UJQXwL339PSw6nGLTOpm4?zHZxN-z7?nPx0prqCHzF3MGp34R0Kv?fO7bzw?dXOsz7yy6QM Scale = 1:18.2 W1 T1 B1 W2 1 2 6 5 3 4 2x4 3x4 2x4 1-4-0 1-4-0 2-8-7 1-4-7 -1-2-8 1-2-8 2-8-7 2-8-7 2-2-43-1-10-4-32-8-143-1-14.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 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 0.16 0.14 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.02 0.01 (loc) 5 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-7 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=262/0-3-8 (min. 0-1-8), 3=70/Mechanical, 4=25/Mechanical Max Horz6=53(LC 7) Max Uplift6=-26(LC 6), 3=-19(LC 10), 4=-14(LC 7) Max Grav6=262(LC 1), 3=70(LC 1), 4=50(LC 3) 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=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3, 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 08/03/20 William Hohlt Job J20003404 Truss J05 Truss Type Jack-Open Qty 1 Ply 1 McKeznie 20 Hamlet Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Jul 14 16:22:00 2020 Page 1Builders Firstsource, Mooresville, Indiana 46158 ID:UJQXwL339PSw6nGLTOpm4?zHZxN-RJZ9cH1Rc7K8bPeYpXaJzDt3k2kMKQA9sB8PVZyy6QL Scale = 1:18.2 W1 T1 B1 W2 1 2 6 5 3 4 2x4 3x4 2x4 1-4-0 1-4-0 2-8-7 1-4-7 -1-2-8 1-2-8 2-8-7 2-8-7 2-2-43-1-12-8-143-1-14.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 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 0.16 0.14 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.02 0.01 (loc) 5 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-7 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=262/0-3-8 (min. 0-1-8), 3=70/Mechanical, 4=25/Mechanical Max Horz6=53(LC 7) Max Uplift6=-26(LC 6), 3=-19(LC 10), 4=-14(LC 7) Max Grav6=262(LC 1), 3=70(LC 1), 4=50(LC 3) 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=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3, 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 08/03/20 William Hohlt Job J20003404 Truss M01 Truss Type MONOPITCH Qty 7 Ply 1 McKeznie 20 Hamlet Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Jul 14 16:22:01 2020 Page 1Builders Firstsource, Mooresville, Indiana 46158 ID:UJQXwL339PSw6nGLTOpm4?zHZxN-wW7Xqd24NRS?DZDlNE5YWRQBqS4o3u?I4rtz2?yy6QK Scale = 1:21.2 T1 W3 B1 W1 W2 1 2 3 5 4 2x4 2x4 3x4 3x4 4-7-8 4-7-8 -1-2-8 1-2-8 4-7-8 4-7-8 2-2-43-8-123-5-40-3-83-8-124.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 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 0.33 0.19 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.04 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 21 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=342/0-3-8 (min. 0-1-8), 4=200/0-1-8 (min. 0-1-8) Max Horz5=104(LC 7) Max Uplift5=-44(LC 6), 4=-32(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-299/162 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 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. LOAD CASE(S) Standard 08/03/20 William Hohlt Job J20003404 Truss M02 Truss Type MONOPITCH Qty 9 Ply 1 McKeznie 20 Hamlet Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Jul 14 16:22:03 2020 Page 1Builders Firstsource, Mooresville, Indiana 46158 ID:UJQXwL339PSw6nGLTOpm4?zHZxN-suEHFJ3Kv2jiSsN7Vf70bsVSIGjqXn2bY9M46uyy6QI Scale = 1:25.2 T1 W3 B1 W1 W2 1 2 3 5 4 6 7 2x4 2x4 3x4 3x4 6-0-0 6-0-0 -1-2-8 1-2-8 6-0-0 6-0-0 2-2-44-2-43-10-120-3-84-2-44.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 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-S 0.65 0.35 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.13 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >538 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 26 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S 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) 5=407/0-3-8 (min. 0-1-8), 4=273/0-1-8 (min. 0-1-8) Max Horz5=74(LC 7) Max Uplift5=-24(LC 6), 4=-39(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-350/147 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 2-10-4, Exterior(2E) 2-10-4 to 5-10-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 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. LOAD CASE(S) Standard 08/03/20 William Hohlt Job J20003404 Truss M03 Truss Type Monopitch Qty 16 Ply 1 McKeznie 20 Hamlet Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Jul 14 16:22:05 2020 Page 1Builders Firstsource, Mooresville, Indiana 46158 ID:UJQXwL339PSw6nGLTOpm4?zHZxN-oHM2f?5aRgzQhAXWc49UgHao03Pk?X8u?TrABmyy6QG Scale = 1:26.9 W1 T2 W5 B1 W2 W3 W4 T1 B2 1 2 3 4 8 7 6 5 3x4 6x8 3x6 5x8 3x43x65x12 2x4 8-3-10 8-3-10 16-7-4 8-3-10 8-3-10 8-3-10 16-7-4 8-3-10 1-3-11-7-30.25 12 Plate Offsets (X,Y)-- [4:0-3-7,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.70 0.32 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.36 0.01 0.14 (loc) 6 6 5 6 l/defl >909 >546 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 58 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* W2,W4: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-11 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=544/0-3-8 (min. 0-1-8), 5=544/0-2-12 (min. 0-1-8) Max Horz8=13(LC 7) Max Uplift8=-25(LC 6), 5=-26(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-480/185, 1-2=-2196/663, 2-3=-2197/668, 3-4=-2192/669, 4-5=-481/188 BOT CHORD 7-8=-97/260, 6-7=-97/260 WEBS 1-6=-578/1945, 2-6=-461/253, 4-6=-626/2038 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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 at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 5. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 08/03/20 William Hohlt Job J20003404 Truss M04 Truss Type Monopitch Qty 16 Ply 1 McKeznie 20 Hamlet Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Jul 14 16:22:06 2020 Page 1Builders Firstsource, Mooresville, Indiana 46158 ID:UJQXwL339PSw6nGLTOpm4?zHZxN-GTwQtL6CCz5HJK6iAnhjDU7z?TcBk?f1E7bkjDyy6QF Scale = 1:37.8 W1 T2 W7 B1 W2 W3 W4 W5 W6 T1 B2 1 2 3 4 5 10 9 8 7 6 3x4 5x8 3x6 5x8 3x43x8 MT18HS5x8 4x6 6x10 2x4 7-10-4 7-10-4 15-5-0 7-6-12 23-3-4 7-10-4 7-10-4 7-10-4 15-5-0 7-6-12 23-3-4 7-10-4 1-7-32-1-00.25 12 Plate Offsets (X,Y)-- [5:0-3-7,0-2-8], [9:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.68 0.88 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.32 -0.55 0.04 0.18 (loc) 7-9 7-9 6 7-9 l/defl >854 >503 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 82 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* W2,W6: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-2-12 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=766/0-2-12 (min. 0-1-8), 6=766/0-5-8 (min. 0-1-8) Max Horz10=9(LC 6) Max Uplift10=-35(LC 6), 6=-37(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-707/200, 1-2=-2820/647, 2-3=-2587/593, 3-4=-2583/593, 4-5=-2588/598, 5-6=-712/203 BOT CHORD 8-9=-659/2815, 7-8=-659/2815 WEBS 1-9=-614/2681, 2-9=-360/171, 4-7=-428/189, 5-7=-592/2544 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 10. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 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 08/03/20 William Hohlt Job J20003404 Truss M05 Truss Type MONOPITCH Qty 11 Ply 1 McKeznie 20 Hamlet Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Jul 14 16:22:08 2020 Page 1Builders Firstsource, Mooresville, Indiana 46158 ID:UJQXwL339PSw6nGLTOpm4?zHZxN-Cs2AI07TkbL?YeG5HCjBIvCE2HQOCuhKhR4qo5yy6QD Scale = 1:27.9 W1 T2 W5 B1 W2 W3 W4 T1 B2 1 2 3 4 8 7 6 5 3x4 6x8 3x6 5x8 3x43x65x12 2x4 8-7-8 8-7-8 17-3-0 8-7-8 8-7-8 8-7-8 17-3-0 8-7-8 1-3-12-0-150.57 12 Plate Offsets (X,Y)-- [4:0-3-6,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.97 0.32 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.34 0.01 0.13 (loc) 7 5-7 5 7 l/defl >999 >602 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 61 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* W2,W4: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, 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=565/0-5-8 (min. 0-1-8), 5=565/0-5-8 (min. 0-1-8) Max Horz8=19(LC 7) Max Uplift8=-26(LC 6), 5=-28(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-502/188, 1-2=-2019/584, 2-3=-2000/585, 3-4=-2021/601, 4-5=-503/193 BOT CHORD 7-8=-111/257 WEBS 1-7=-497/1761, 3-7=-494/263, 4-7=-581/1924 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 5. 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 08/03/20 William Hohlt Job J20003404 Truss M06 Truss Type MONOPITCH Qty 8 Ply 1 McKeznie 20 Hamlet Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Jul 14 16:22:10 2020 Page 1Builders Firstsource, Mooresville, Indiana 46158 ID:UJQXwL339PSw6nGLTOpm4?zHZxN-9F9xji9jGCbjoxPTPdlfNKIij47Hgo8d9lZxs_yy6QB Scale: 1/2"=1' W1 T1 W5 B1 W2 W3 W4 1 2 3 6 5 4 3x4 5x8 6x6 3x4 6x8 2x4 7-5-12 7-5-12 14-11-8 7-5-12 7-5-12 7-5-12 14-11-8 7-5-12 1-4-62-0-150.57 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.51 0.23 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.21 0.00 0.08 (loc) 5 5 4 5 l/defl >999 >841 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 51 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-1 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=489/0-5-8 (min. 0-1-8), 4=489/0-5-8 (min. 0-1-8) Max Horz6=18(LC 7) Max Uplift6=-22(LC 6), 4=-24(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-433/175, 1-2=-1445/462, 2-3=-1447/476, 3-4=-434/182 WEBS 1-5=-392/1271, 2-5=-425/243, 3-5=-462/1379 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4. 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 08/03/20 William Hohlt Job J20003404 Truss MG01 Truss Type MONOPITCH GIRDER Qty 1 Ply 3 McKeznie 20 Hamlet Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Jul 14 16:22:11 2020 Page 1Builders Firstsource, Mooresville, Indiana 46158 ID:UJQXwL339PSw6nGLTOpm4?zHZxN-dRjJw29L1WjaP5_gzKGuwYqowULYPGzmOPIVOQyy6QA Scale = 1:27.8 W1 T2 W7 B1 W2 W3 W4 W5 W6 T1 B2 1 2 3 4 5 10 9 8 7 6 11 12 4x6 5x8 3x8 2x4 5x64x85x8 4x6 4x6 5x8 5-10-3 5-10-3 11-4-13 5-6-11 17-3-0 5-10-3 5-10-3 5-10-3 11-4-13 5-6-11 17-3-0 5-10-3 1-3-12-0-150.57 12 Plate Offsets (X,Y)-- [4:0-3-8,0-2-8], [9:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.80 0.74 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.32 0.03 0.16 (loc) 7-9 7-9 6 7-9 l/defl >999 >636 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 213 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* T1: 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* W2: 2x4 SPF 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. REACTIONS. (lb/size) 10=1808/0-5-8 (min. 0-1-8), 6=1772/0-5-8 (min. 0-1-8) Max Horz10=31(LC 9) Max Uplift10=-85(LC 6), 6=-84(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-1581/493, 1-11=-7655/2250, 2-11=-7638/2249, 2-3=-6555/1928, 3-4=-6503/1916 BOT CHORD 9-10=-168/524, 8-9=-2243/7641, 7-8=-2243/7641, 6-7=-1900/6496 WEBS 1-9=-2100/7203, 2-9=-1293/449, 2-7=-1170/350, 4-7=-17/301, 4-6=-6566/1932 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4) 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) 10, 6. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-11=-53, 11-12=-403, 5-12=-53, 6-10=-13 08/03/20 William Hohlt Job J20003404 Truss T01 Truss Type Hip Qty 1 Ply 1 McKeznie 20 Hamlet Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Jul 14 16:22:13 2020 Page 1Builders Firstsource, Mooresville, Indiana 46158 ID:UJQXwL339PSw6nGLTOpm4?zHZxN-Zpr3LkBbY7zIfP824lJM?zwACI50tA13rjnbTJyy6Q8 Scale: 1/4"=1' T1 T2 T1 B1 W3 W4 W5 W4 W3 W1 W2 W1W2 B2 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 18 19 5x12 5x12 3x4 3x63x6 4x10 2x4 3x6 8x8 3x4 8x8 7-11-4 7-11-4 8-0-0 0-0-12 13-7-8 5-7-8 19-3-0 5-7-8 27-3-0 8-0-0 -1-2-8 1-2-8 8-0-0 8-0-0 13-7-8 5-7-8 19-3-0 5-7-8 27-3-0 8-0-0 28-5-8 1-2-8 2-2-44-8-114-10-42-2-44-8-114.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:0-6-0,0-1-11], [5:0-6-0,0-1-11], [6:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 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-S 0.69 0.49 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.19 0.01 0.02 (loc) 8-9 8-9 8 9-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 111 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* T2: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* W1: 2x4 SPF 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 (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 10-12. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 13=374/0-3-8 (min. 0-1-8), 12=1516/0-3-8 (min. 0-2-6), 8=1023/0-3-8 (min. 0-1-10) Max Horz13=25(LC 9) Max Uplift13=-63(LC 6), 12=-34(LC 6), 8=-81(LC 7) Max Grav13=397(LC 23), 12=1516(LC 1), 8=1023(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-15=0/265, 3-16=-768/158, 4-16=-771/157, 4-17=-771/157, 5-17=-768/158, 5-18=-1001/139, 18-19=-1017/123, 6-19=-1106/113, 2-13=-327/141, 6-8=-948/185 BOT CHORD 9-10=-25/953 WEBS 3-12=-1273/178, 3-10=-91/1190, 4-10=-503/111, 2-12=-358/75, 6-9=-3/778 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=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 3-9-1, Exterior(2R) 3-9-1 to 12-2-15, Interior(1) 12-2-15 to 15-0-1, Exterior(2R) 15-0-1 to 23-5-15, Interior(1) 23-5-15 to 25-5-8, Exterior(2E) 25-5-8 to 28-5-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 12, 8. 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) 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 08/03/20 William Hohlt Job J20003404 Truss T02 Truss Type Hip Qty 1 Ply 1 McKeznie 20 Hamlet Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Jul 14 16:22:14 2020 Page 1Builders Firstsource, Mooresville, Indiana 46158 ID:UJQXwL339PSw6nGLTOpm4?zHZxN-10PSY4CDJR58GZjEeTqbXASLmiLwcYkD4NX9?lyy6Q7 Scale: 1/4"=1' T1 T2 T1 B1 W3 W4 W5 W6 W7 W1 W2 W1W8 B2 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 18 19 5x12 4x8 3x6 3x6 3x6 3x12 3x6 3x4 3x6 4x8 3x4 7-11-4 7-11-4 17-3-0 9-3-12 27-3-0 10-0-0 -1-2-8 1-2-8 5-1-12 5-1-12 10-0-0 4-10-4 17-3-0 7-3-0 22-1-4 4-10-4 27-3-0 5-1-12 28-5-8 1-2-8 2-2-45-4-115-6-42-2-45-4-114.00 12 Plate Offsets (X,Y)-- [4:0-6-0,0-1-11] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 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-S 0.70 0.89 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.42 0.02 0.02 (loc) 9-10 9-10 9 10 l/defl >999 >546 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 111 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* T2: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* W5: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-15 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. 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) 12=1564/0-3-8 (min. 0-2-8), 13=344/0-3-8 (min. 0-1-8), 9=1004/0-3-8 (min. 0-1-9) Max Horz13=19(LC 9) Max Uplift12=-32(LC 6), 13=-58(LC 6), 9=-77(LC 7) Max Grav12=1603(LC 2), 13=393(LC 23), 9=1008(LC 24) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-15=0/340, 4-5=-865/157, 5-16=-904/142, 6-16=-953/126, 2-13=-309/127, 7-9=-324/124 BOT CHORD 9-10=-63/887 WEBS 3-12=-429/102, 4-12=-1129/144, 4-10=-28/873, 6-9=-1011/113 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=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 5-9-1, Exterior(2R) 5-9-1 to 21-5-15, Interior(1) 21-5-15 to 25-5-8, Exterior(2E) 25-5-8 to 28-5-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 13, 9. 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) 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 08/03/20 William Hohlt Job J20003404 Truss T03 Truss Type Hip Qty 1 Ply 1 McKeznie 20 Hamlet Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Jul 14 16:22:16 2020 Page 1Builders Firstsource, Mooresville, Indiana 46158 ID:UJQXwL339PSw6nGLTOpm4?zHZxN-zOXCzlDUr2LsWstdlus3dbYhqV7M4W1VXh0G4eyy6Q5 Scale: 1/4"=1' T1 T2 T1 B1 W3 W4 W5 W6 W5 W7 W8 W1 W2 W1 W9 B2 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 4x6 5x12 3x62x4 5x8 4x10 3x6 3x6 3x8 3x6 3x8 2x4 8x8 7-11-4 7-11-4 12-0-0 4-0-12 15-3-0 3-3-0 21-1-4 5-10-4 27-3-0 6-1-12 -1-2-8 1-2-8 6-1-12 6-1-12 12-0-0 5-10-4 15-3-0 3-3-0 21-1-4 5-10-4 27-3-0 6-1-12 28-5-8 1-2-8 2-2-46-0-116-2-42-2-46-0-114.00 12 Plate Offsets (X,Y)-- [5:0-6-0,0-1-11], [7:0-2-8,Edge], [10:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 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-S 0.60 0.44 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.19 0.02 0.02 (loc) 14-15 14-15 9 10-11 l/defl >960 >489 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 120 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-1 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 14=1339/0-3-8 (min. 0-2-2), 15=508/0-3-8 (min. 0-1-8), 9=1066/0-3-8 (min. 0-1-11) Max Horz15=12(LC 9) Max Uplift14=-15(LC 6), 15=-61(LC 6), 9=-76(LC 7) Max Grav14=1339(LC 1), 15=529(LC 23), 9=1066(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-17=-617/128, 4-17=-533/147, 4-5=-512/161, 5-18=-797/157, 6-18=-879/138, 6-19=-1123/135, 7-19=-1194/114, 2-15=-345/133, 7-9=-1007/166 BOT CHORD 13-14=-371/91, 12-13=0/750, 11-12=0/750, 10-11=-33/1066 WEBS 3-14=-1312/178, 3-13=-72/1061, 5-13=-529/23, 5-11=0/329, 6-11=-391/65, 7-10=-44/1043 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=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 7-9-1, Exterior(2R) 7-9-1 to 19-5-15, Interior(1) 19-5-15 to 25-5-8, Exterior(2E) 25-5-8 to 28-5-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 15, 9. 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) 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 08/03/20 William Hohlt Job J20003404 Truss T04 Truss Type COMMON Qty 6 Ply 1 McKeznie 20 Hamlet Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Jul 14 16:22:17 2020 Page 1Builders Firstsource, Mooresville, Indiana 46158 ID:UJQXwL339PSw6nGLTOpm4?zHZxN-Sb4aB5E6cMTj70SpJbNI9p4rLvM6p0YfmLlpc4yy6Q4 Scale = 1:46.4 T1 T1 B1 W3 W4 W5 W6 W1 W2 W1 W7 B2 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 4x8 3x6 3x6 4x6 3x6 4x6 3x8 3x6 4x8 4x6 7-11-4 7-11-4 17-5-6 9-6-2 27-3-0 9-9-10 -1-2-8 1-2-8 6-11-8 6-11-8 13-7-8 6-8-0 20-3-8 6-8-0 27-3-0 6-11-8 28-5-8 1-2-8 2-2-46-8-122-2-44.00 12 Plate Offsets (X,Y)-- [6:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 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-S 0.68 0.86 0.45 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.24 -0.41 0.02 0.02 (loc) 9-11 8-9 8 9 l/defl >978 >560 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 110 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* W4: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-11, 5-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 11=1563/0-3-8 (min. 0-2-9), 12=345/0-3-8 (min. 0-1-8), 8=1004/0-3-8 (min. 0-1-9) Max Horz12=15(LC 10) Max Uplift11=-12(LC 6), 12=-55(LC 6), 8=-69(LC 7) Max Grav11=1625(LC 2), 12=411(LC 23), 8=1004(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-14=0/311, 4-15=-862/127, 5-15=-939/115, 2-12=-381/145, 6-8=-395/141 BOT CHORD 10-11=0/469, 10-17=0/469, 9-17=0/469, 8-9=-42/953 WEBS 3-11=-613/148, 4-11=-1046/44, 4-9=0/705, 5-9=-372/142, 5-8=-988/55 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=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 10-7-8, Exterior(2R) 10-7-8 to 16-7-8, Interior(1) 16-7-8 to 25-5-8, Exterior(2E) 25-5-8 to 28-5-8 zone; 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 = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 12, 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 08/03/20 William Hohlt Job J20003404 Truss T05 Truss Type Common Qty 1 Ply 1 McKeznie 20 Hamlet Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Jul 14 16:22:19 2020 Page 1Builders Firstsource, Mooresville, Indiana 46158 ID:UJQXwL339PSw6nGLTOpm4?zHZxN-OzCKbnGM8zkRNKbCR0QmEE9AWj12HryyDfEwgzyy6Q2 Scale = 1:46.4 T1 T1 B1 W4 W3 W4 W3 W1 W2 W1 W2 B2 1 2 3 4 5 6 7 13 12 11 9 8 14 15 16 17 18 10 19 4x8 3x6 3x6 4x10 3x6 4x10 4x6 4x8 4x8 4x6 9-2-3 9-2-3 14-0-0 4-9-13 18-0-13 4-0-13 27-3-0 9-2-3 -1-2-8 1-2-8 6-11-8 6-11-8 13-7-8 6-8-0 20-3-8 6-8-0 27-3-0 6-11-8 28-5-8 1-2-8 2-2-46-8-122-2-44.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [6:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 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-S 0.76 0.96 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.43 0.07 0.04 (loc) 8-9 8-9 8 8-9 l/defl >763 >370 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 109 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-13, 5-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 13=1397/0-3-8 (min. 0-2-3), 8=1395/0-3-8 (min. 0-2-3), 10=120/0-3-8 (min. 0-1-8) Max Horz13=15(LC 14) Max Uplift13=-69(LC 6), 8=-69(LC 7) Max Grav13=1397(LC 1), 8=1395(LC 1), 10=181(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-15=-1677/165, 4-15=-1600/177, 4-16=-1593/177, 5-16=-1670/166, 2-13=-405/142, 6-8=-406/142 BOT CHORD 12-13=-40/1576, 11-12=0/1320, 11-18=0/1320, 10-18=0/1320, 10-19=0/1320, 9-19=0/1320, 8-9=-41/1572 WEBS 4-9=-22/458, 5-9=-255/142, 4-12=-21/469, 3-12=-254/142, 3-13=-1701/87, 5-8=-1695/88 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=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 10-7-8, Exterior(2R) 10-7-8 to 16-7-8, Interior(1) 16-7-8 to 25-5-8, Exterior(2E) 25-5-8 to 28-5-8 zone; 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 = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 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 08/03/20 William Hohlt Job J20003404 Truss T06 Truss Type Common Qty 4 Ply 1 McKeznie 20 Hamlet Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Jul 14 16:22:20 2020 Page 1Builders Firstsource, Mooresville, Indiana 46158 ID:UJQXwL339PSw6nGLTOpm4?zHZxN-sAmjp7G_vHsI_UAO_jx?nRiLC6MY0H35SJ_TDPyy6Q1 Scale = 1:46.4 T1 T1 B1 W4 W3 W4 W3 W1 W2 W1 W2 B2 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 18 4x8 3x6 3x6 5x8 3x6 5x8 4x6 4x8 4x8 4x6 9-2-3 9-2-3 18-0-13 8-10-11 27-3-0 9-2-3 -1-2-8 1-2-8 6-11-8 6-11-8 13-7-8 6-8-0 20-3-8 6-8-0 27-3-0 6-11-8 28-5-8 1-2-8 2-2-46-8-122-2-44.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [6:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 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-S 0.76 1.00 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.23 -0.36 0.07 0.05 (loc) 9-11 8-9 8 9-11 l/defl >999 >900 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 109 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-12, 5-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 12=1456/0-3-8 (min. 0-2-5), 8=1456/0-3-8 (min. 0-2-5) Max Horz12=15(LC 10) Max Uplift12=-64(LC 6), 8=-64(LC 7) Max Grav12=1462(LC 2), 8=1462(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-14=-1874/158, 4-14=-1797/169, 4-15=-1797/169, 5-15=-1874/158, 2-12=-403/142, 6-8=-403/142 BOT CHORD 11-12=-33/1712, 10-11=0/1451, 10-17=0/1451, 17-18=0/1451, 9-18=0/1451, 8-9=-33/1712 WEBS 4-9=-16/530, 4-11=-16/530, 3-12=-1861/79, 5-8=-1861/79 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=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 10-7-8, Exterior(2R) 10-7-8 to 16-7-8, Interior(1) 16-7-8 to 25-5-8, Exterior(2E) 25-5-8 to 28-5-8 zone; 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 = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 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 08/03/20 William Hohlt Job J20003404 Truss TG01 Truss Type Hip Girder Qty 1 Ply 2 McKeznie 20 Hamlet Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Jul 14 16:22:22 2020 Page 1Builders Firstsource, Mooresville, Indiana 46158 ID:UJQXwL339PSw6nGLTOpm4?zHZxN-oYuTEpIFRu60EnKn68zTssnj2wBpUBDOvdTaHHyy6Q? Scale: 1/4"=1' T1 T2 T1 B1 W3 W4 W5 W6 W7 W3 W1 W2 W1W2 B2 1 2 3 4 5 6 7 14 13 12 11 10 9 815 16 17 18 19 20 21 22 5x12 5x12 2x4 4x6 3x6 4x8 4x8 3x6 3x8 3x6 3x4 4x6 6-0-0 6-0-0 7-11-4 1-11-4 14-7-2 6-7-14 21-3-0 6-7-14 27-3-0 6-0-0 -1-2-8 1-2-8 6-0-0 6-0-0 13-7-8 7-7-8 21-3-0 7-7-8 27-3-0 6-0-0 28-5-8 1-2-8 2-2-44-0-114-2-42-2-44-0-114.00 12 Plate Offsets (X,Y)-- [3:0-6-0,0-1-11], [5:0-6-0,0-1-11], [9:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 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-S 0.61 0.44 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.11 0.01 0.04 (loc) 9-10 9-10 8 9-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 250 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S 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.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13. REACTIONS. (lb/size) 14=274/0-3-8 (min. 0-1-8), 12=3822/0-3-8 (min. 0-3-0), 8=1830/0-3-8 (min. 0-1-8) Max Horz14=-35(LC 39) Max Uplift14=-52(LC 4), 12=-527(LC 4), 8=-265(LC 5) Max Grav14=290(LC 21), 12=3822(LC 1), 8=1834(LC 22) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-39/389, 3-4=-108/953, 4-5=-2037/307, 5-6=-2351/341, 6-8=-1714/273 BOT CHORD 13-16=-373/67, 12-16=-373/67, 12-17=-230/1761, 11-17=-230/1761, 11-18=-230/1761, 10-18=-230/1761, 10-19=-290/2155, 19-20=-290/2155, 20-21=-290/2155, 9-21=-290/2155 WEBS 3-13=-97/648, 3-12=-1389/226, 4-12=-3221/461, 4-10=-122/1079, 5-9=-157/344, 2-13=-403/78, 6-9=-273/2145 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14 except (jt=lb) 12=527, 8=265. 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. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 370 lb down and 106 lb up at 4-0-12, 253 lb down and 59 lb up at 6-0-12, 253 lb down and 59 lb up at 7-2-4, 253 lb down and 59 lb up at 9-2-4, 253 lb down and 59 lb up at 11-2-4, 253 lb down and 59 lb up at 13-2-4, 253 lb down and 59 lb up at 15-2-4, 253 lb down and 59 lb up at 17-2-4, 253 lb down and 59 lb up at 19-2-4, and 253 lb down and 59 lb up at 21-2-4, and 370 lb down and 106 lb up at 23-2-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) StandardContinued on page 2 08/03/20 William Hohlt Job J20003404 Truss TG01 Truss Type Hip Girder Qty 1 Ply 2 McKeznie 20 Hamlet Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Jul 14 16:22:22 2020 Page 2Builders Firstsource, Mooresville, Indiana 46158 ID:UJQXwL339PSw6nGLTOpm4?zHZxN-oYuTEpIFRu60EnKn68zTssnj2wBpUBDOvdTaHHyy6Q? LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-80, 2-3=-80, 3-5=-80, 5-6=-80, 6-7=-80, 8-14=-20 Concentrated Loads (lb) Vert: 11=-253 13=-253 9=-253 15=-370(B) 16=-253 17=-253 18=-253 19=-253 20=-253 21=-253 22=-370(B) 08/03/20 William Hohlt Job J20003404 Truss TG02 Truss Type Half Hip Girder Qty 2 Ply 1 McKeznie 20 Hamlet Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Jul 14 16:22:24 2020 Page 1Builders Firstsource, Mooresville, Indiana 46158 ID:UJQXwL339PSw6nGLTOpm4?zHZxN-kx0DfUJVzVMkT5U9DZ?xxHt9vkyEyGLhNwyhLAyy6Pz Scale = 1:22.4 T1 T2 W3 B1 W3 W4 W1 W2 1 2 3 4 7 6 5 2x4 4x6 2x4 3x4 4x10 3x6 4-0-0 4-0-0 6-0-0 2-0-0 -1-2-8 1-2-8 4-0-0 4-0-0 6-0-0 2-0-0 2-2-43-6-44.00 12 Plate Offsets (X,Y)-- [3:0-5-0,0-1-13] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 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-S 0.21 0.06 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 0.00 0.00 (loc) 6-7 6-7 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 33 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S 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.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=390/Mechanical, 7=462/0-3-8 (min. 0-1-8) Max Horz7=60(LC 22) Max Uplift5=-86(LC 4), 7=-62(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-415/80 WEBS 3-5=-359/86 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 129 lb down and 108 lb up at 4-0-0 on top chord, and 87 lb down and 66 lb up 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 + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-80, 2-3=-80, 3-4=-80, 5-7=-20 Concentrated Loads (lb) Vert: 6=-43(B) 3=-129(B) 08/03/20 William Hohlt Job J20003404 Truss TG03 Truss Type Roof Special Girder Qty 1 Ply 1 McKeznie 20 Hamlet Job Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Jul 14 16:22:25 2020 Page 1Builders Firstsource, Mooresville, Indiana 46158 ID:UJQXwL339PSw6nGLTOpm4?zHZxN-D7ZcsqK7kpUb5F3MnHWAUVPJO7Grhl7qcahEtcyy6Py Scale = 1:22.6 T1 W3 B1 W1 W2 1 2 3 5 4 6 7 3x4 4x6 2x4 4x6 6-5-0 6-5-0 -1-8-8 1-8-8 6-5-0 6-5-0 2-2-43-8-62.83 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 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-S 0.29 0.16 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.03 -0.00 0.01 (loc) 4-5 4-5 4 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 36 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S 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) 4=284/0-1-8 (min. 0-1-8), 5=477/0-4-9 (min. 0-1-8) Max Horz5=59(LC 5) Max Uplift4=-62(LC 8), 5=-77(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-415/89 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 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. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 12 lb down and 27 lb up at 3-8-13, and 12 lb down and 27 lb up at 3-8-13 on top chord, and 8 lb down and 29 lb up at 3-8-13, and 8 lb down and 29 lb up at 3-8-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-80, 2-3=-80, 4-5=-20 08/03/20 William Hohlt