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REV IEWED BLD2023-0660+Truss Specs+5.30.2023_3.34.35_PM+3576383Job Truss Truss Type Qty Ply Chinook Lumber Inc J1140119 BLK1 RAFTER 98 1 Job Reference (optional) The Truss Company, Sumner, WA 98390, Pat Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Wed May 24 11:53:24 Page: 1 I D: LjOZH PWsg7y6cleZvAwC_tzDEHt-a_4yllxhsN2QX?SZSN IfOFgiNiFfdtiV71C8kCzDDyf REVIEWED BY CITY OF EDMONDS 0k-8 Scale = 1:12 T1 Loading (psf) Spacing 2-0-0 CSI DEFL in floc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.05 Vert(LL) 0.00 1-2 >999 360 (Roof Snow = 25.0) Lumber DOL 1.15 BC 0.00 Vert(CT) 0.00 1-2 >999 240 TCDL 8.0 Rep Stress Incr YES WB 0.00 Horz(CT) n/a - n/a n/a BCLL 0.0* Code IRC2018/TP12014 Matrix -MP BCDL 7.0 Weight: 2 lb FT = 20% LUMBER TOP CHORD 2x4 HF No.2 BRACING TOP CHORD 2-0-0 oc purlins: 1-2. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc racing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=60/0-3-8, (min. 0-1-8), 2=60/0-3-8, (min. 0-1-8) Max Uplift 1=-22 (LC 8), 2=-22 (LC 8) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) * This truss has been designed for a live load of 23.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be HF No.2 . 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 22 lb uplift atjoint 1 and 22 lb uplift at joint 2. 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 Job Truss Truss Type Qty Ply Chinook Lumber Inc J1140119 MX01 Monopitch 9 1 Job Reference (optional) The Truss Company, Sumner, WA 98390, Pat m Do 0-3-1�� Scale = 1:22.9 Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Wed May 24 11:53:25 Page: 1 I D:YdgNK377TZOLWgghKKDnrVzDFrn-a_4yllxhsN2QX?SZSNIfOFgaSi7adtiV71C8kCzDDyf -2-0-0 6-5-1 2-0-0 6-5-1 3x6 3x4 12 2r 1.5x4 1.5x4 Plate Offsets (X, Y): [2:0-3-4,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in floc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.56 Vert(LL) -0.12 4-7 >644 360 MT20 185/148 (Roof Snow = 25.0) Lumber DOL 1.15 BC 0.52 Vert(CT) -0.18 4-7 >422 240 TCDL 8.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0* Code IRC2018/TP12014 Matrix -MP BCDL 7.0 Weight: 19 lb FT = 20% LUMBER 6) * This truss has been designed for a live load of 23.Opsf TOP CHORD 2x4 HF No.2 on the bottom chord in all areas where a rectangle BOT CHORD 2x4 HF No.2 3-06-00 tall by 2-00-00 wide will fit between the bottom WEBS 2x4 DF Stud chord and any other members. BRACING 7) All bearings are assumed to be HF No.2 . TOP CHORD Structural wood sheathing directly applied or 8) Refer to girder(s) for truss to truss connections. 6-0-0 oc purlins, except end verticals. 9) Provide mechanical connection (by others) of truss to BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bearing plate capable of withstanding 47 lb uplift at joint racing. 4 and 108 lb uplift at joint 2. 10) This truss is designed in accordance with the 2018 MiTek recommends that Stabilizers and International Residential Code sections R502.11.1 and required cross bracing be installed during R802.10.2 and referenced standard ANSI/TPI 1. truss erection, in accordance with Stabilizer LOAD CASE(S) Standard Installation guide. REACTIONS (lb/size) 2=404/0-3-8, (min. 0-1-8), 4=230/ Mechanical, (min. 0-1-8) Max Horiz 2=33 (LC 11) Max Uplift 2=-108 (LC 8), 4=-47 (LC 12) Max Grav 2=524 (LC 19), 4=292 (LC 19) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior (1) 1-0-0 to 3-3-5, Exterior(2E) 3-3-5 to 6-3-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; BLD2023-0660 Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on RECEIVED overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom May 31 2023 chord live load nonconcurrent with an other live loads. CI OFEDMONDS Y DEVELOPMENT SERVICES Job Truss Truss Type Qty Ply Chinook Lumber Inc J1140119 MX02 Monopitch Supported Gable 1 1 Job Reference (optional) The Truss Company, Sumner, WA 98390, Pat Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Wed May 24 11:53:25 Page: 1 ID:dsjAJGLswI_8V2TvBKOEubzDFgD-2AeKV5yJdgAH881105puZSNIC6TnMKyeMyxhGezDDye OP 0-3-1 Scale = 1:21.9 -2-0-0 6-5-1 2-0-0 6-5-1 1.5x4 12 2 r 0 1 2 61 4 4x4 6-5-1 1.5x4 Plate Offsets (X, Y): [2:0-6-4,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.56 Vert(LL) n/a n/a 999 MT20 185/148 (Roof Snow = 25.0) Lumber DOL 1.15 BC 0.52 Vert(CT) n/a n/a 999 TCDL 8.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0' Code IRC2018/TP12014 Matrix -MP BCDL 7.0 Weight: 19 lb FT = 20% LUMBER 5) This truss has been designed for greater of min roof live TOP CHORD 2x4 HF No.2 load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on BOT CHORD 2x4 HF No.2 overhangs non -concurrent with other live loads. WEBS 2x4 DF Stud 6) Gable requires continuous bottom chord bearing. BRACING 7) Gable studs spaced at 2-0-0 oc. TOP CHORD Structural wood sheathing directly applied or 8) This truss has been designed for a 10.0 psf bottom 6-5-1 oc purlins, except end verticals. chord live load nonconcurrent with any other live loads. " BOT CHORD Rigid ceiling directly applied or 10-0-0 oc 9) This truss has been designed for a live load of 23.Opsf racing. on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom MiTek recommends that Stabilizers and chord and any other members. required cross bracing be installed during 10) All bearings are assumed to be HF No.2 . truss erection, in accordance with Stabilizer 11) Provide mechanical connection (by others) of truss to Installation guide. bearing plate capable of withstanding 108 lb uplift at joint REACTIONS (lb/size) 2=404/6-5-1, (min. 0-1-8), 2, 46 lb uplift at joint 4 and 108 lb uplift at joint 2. 4=232/6-5-1, (min. 0-1-8), 12) This truss is designed in accordance with the 2018 5=404/6-5-1, (min. 0-1-8) International Residential Code sections R502.11.1 and Max Horiz 2=33 (LC 11), 5=33 (LC 11) R802.10.2 and referenced standard ANSI/TPI 1. Max Uplift 2=-108 (LC 8), 4=-46 (LC 12), LOAD CASE(S) Standard 5=-108 (LC 8) Max Grav 2=524 (LC 19), 4=294 (LC 19), 5=524 (LC 19) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) -2-0-0 to 1-0-0, Exterior(2N) 1-0-0 to 3-3-5, Corner(3E) 3-3-5 to 6-3-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 perANSI/TPI 1. 3) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. Job Truss Truss Type Qty Ply Chinook Lumber Inc J1140119 MX03 Monopitch Supported Gable 1 1 Job Reference (optional) The Truss Company, Sumner, WA 98390, Pat Scale = 1:21.3 Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Wed May 24 11:53:25 Page: 1 ID:xvv5SnUuEgH1EFVw3?hkZwzDFnS-2AeKV5yJdgAH881105puZSNoc6b9MKyeMyxhGezDDye -2-0-0 3-0-0 2-0-0 3-0-0 12 2 r 2 1 0-3-113 1 131 4 4x4 3-0-0 Plate Offsets (X, Y): [2:0-7-8,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in floc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.34 Vert(LL) n/a n/a 999 MT20 185/148 (Roof Snow = 25.0) Lumber DOL 1.15 BC 0.05 Vert(CT) n/a n/a 999 TCDL 8.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCLL 0.0* Code IRC2018/TP12014 Matrix -MP BCDL 7.0 Weight: 9 lb FT = 20% LUMBER 8) This truss has been designed for a 10.0 psf bottom TOP CHORD 2x4 HF No.2 chord live load nonconcurrent with any other live loads. BOT CHORD 2x4 HF No.2 9) * This truss has been designed for a live load of 23.Opsf BRACING on the bottom chord in all areas where a rectangle TOP CHORD Structur Structural wood sheathing directly applied or 3-06-00 tall by 2-00-00 wide will fit between the bottom pwood. 3-0-0 chord and any other members. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc 10) All bearings are assumed to be HF No.2 . racing. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint MiTek recommends that Stabilizers and (s) 2, 4, 3, 2. required cross bracing be installed during 12) This truss is designed in accordance with the 2018 truss erection, in accordance with Stabilizer International Residential Code sections R502.11.1 and Installation guide. R802.10.2 and referenced standard ANSI(TPI 1. REACTIONS All bearin s 3-0-0 LOAD CASE(S) Standard 9 (lb) - Max Horiz 2=29 (LC 8), 5=29 (LC 8) Max Uplift All uplift 100 (lb) or less at joint(s) 2,3,4,5 Max Grav All reactions 250 (lb) or less at joint (s) 3, 4 except 2=388 (LC 19), 5=388 (LC 19) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 3) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non -concurrent with other live loads. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. Job Truss Truss Type Qty Ply Chinook Lumber Inc J1140119 MX04 Monopitch 10 1 Job Reference (optional) The Truss Company, Sumner, WA 98390, Pat Scale = 1:22.6 Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Wed May 24 11:53:26 Page: 1 ID:gPdAkLKklhetBFOQomyhYAzDFnf-2AeKV5yJdgAH881105puZSNoc6YbMKyeMyxhGezDDye -2-0-0 2-0-0 3-0-0 3-0-0 12 2 r 3x4 3 2 M 1 � 0-3-1� 1 0 4 3x4 3-0-0 Plate Offsets (X, Y): [2:0-5-4,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in floc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.34 Vert(LL) -0.01 4-7 >999 360 MT20 185/148 (Roof Snow = 25.0) Lumber DOL 1.15 BC 0.21 Vert(CT) -0.01 4-7 >999 240 TCDL 8.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCLL 0.0* Code IRC2018/TP12014 Matrix -MP BCDL 7.0 Weight: 9 lb FT = 20% LUMBER 8) Refer to girder(s) for truss to truss connections. TOP CHORD 2x4 HF No.2 9) Provide mechanical connection (by others) of truss to BOT CHORD 2x4 HF No.2 bearing plate capable of withstanding 88 lb uplift at joint BRACING 2 and 9 lb uplift at joint 4. TOP CHORD Structural wood sheathing directly applied or 10) This truss is designed in accordance with the 2018 3-0-0 oc purlins. International Residential Code sections R502.11.1 and BOT CHORD Rigid ceiling directly applied or 10-0-0 oc R802.10.2 and referenced standard ANSI/TPI 1. racing. LOAD CASE(S) Standard MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=294/0-5-8, (min. 0-1-8), 4=77/ Mechanical, (min. 0-1-8) Max Horiz 2=26 (LC 8) Max Uplift 2=-88 (LC 8), 4=-9 (LC 9) Max Grav 2=386 (LC 19), 4=95 (LC 19) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 23.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7) All bearings are assumed to be HF No.2 . Job Truss Truss Type Qty Ply Chinook Lumber Inc J1140119 MX05 Monopitch 1 1 Job Reference (optional) The Truss Company, Sumner, WA 98390, Pat Scale = 1:22.6 Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Wed May 24 11:53:26 Page: 1 I D:8n MBLiH WkUpcaUeapmXvm9zDEEl-WMCijRzxO_J8mlcyaoK76gvzMWug5nCoachFo5zDDyd -2-0-0 2-0-0 3-0-0 3-0-0 12 2 r 3x4 3 2 M 1 � 0-3-1� 1 0 4 3x4 3-0-0 Plate Offsets (X, Y): [2:0-5-8,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in floc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.34 Vert(LL) -0.01 4-7 >999 360 MT20 185/148 (Roof Snow = 25.0) Lumber DOL 1.15 BC 0.21 Vert(CT) -0.01 4-7 >999 240 TCDL 8.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCLL 0.0* Code IRC2018/TP12014 Matrix -MP BCDL 7.0 Weight: 9 lb FT = 20% LUMBER 8) Refer to girder(s) for truss to truss connections. TOP CHORD 2x4 HF No.2 9) Provide mechanical connection (by others) of truss to BOT CHORD 2x4 HF No.2 bearing plate capable of withstanding 88 lb uplift at joint BRACING 2 and 9 lb uplift at joint 4. TOP CHORD Structural wood sheathing directly applied or 10) This truss is designed in accordance with the 2018 3-0-0 oc purlins. International Residential Code sections R502.11.1 and BOT CHORD Rigid ceiling directly applied or 10-0-0 oc R802.10.2 and referenced standard ANSI/TPI 1. racing. LOAD CASE(S) Standard MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=294/0-5-9, (min. 0-1-8), 4=77/ Mechanical, (min. 0-1-8) Max Horiz 2=26 (LC 8) Max Uplift 2=-88 (LC 8), 4=-9 (LC 9) Max Grav 2=386 (LC 19), 4=95 (LC 19) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of O.Opsf on the bottom chord in all areas where a rectangle 0-00 tall by 0-00 wide will fit between the bottom chord and any other members. 7) All bearings are assumed to be HF No.2 . Job Truss Truss Type Qty Ply Chinook Lumber Inc J1140119 MX06 Monopitch Supported Gable 1 1 Job Reference (optional) The Truss Company, Sumner, WA 98390, Pat Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Wed May 24 11:53:26 Page: 1 I D:YOR080NDkFoq UoL4UtzleZzDEa7-W MCijRzxO_JBmlcyaoK76gvzmWw35nCoachFo5zDDyd -2-0-0 3-0-0 2-0-0 3-0-0 3.751F2 1.5x4 2x4 3 M r� 2 1 `? 0 0-3-1 B1 LJ 4 1 1.5x4 3x4 3-0-0 Scale = 1:22.9 Plate Offsets (X, Y): [2:0-0-7,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL) n/a n/a 999 MT20 185/148 (Roof Snow = 25.0) Lumber DOL 1.15 BC 0.07 Vert(CT) n/a n/a 999 TCDL 8.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCLL 0.0* Code IRC2018/TP12014 Matrix -MP BCDL 7.0 Weight: 11 lb FT = 20% LUMBER 6) Gable requires continuous bottom chord bearing. TOP CHORD 2x4 HF No.2 7) Gable studs spaced at 2-0-0 oc. BOT CHORD 2x4 HF No.2 8) This truss has been designed for a 10.0 psf bottom WEBS 2x4 DF Stud chord live load nonconcurrent with any other live loads. BRACING 9) * This truss has been designed for a live load of 23.Opsf TOP CHORD Structural wood sheathing directly applied or on the bottom chord in all areas where a rectangle 3-0-0 oc purlins, except end verticals. 3-06-00 tall by 2-00-00 wide will fit between the bottom BOT CHORD Rigid ceiling directly applied or 10-0-0 oc chord and any other members. 10) All bearings are assumed to be HF No.2 . racing. 11) Provide mechanical connection (by others) of truss to MiTek recommends that Stabilizers and bearing plate capable of withstanding 92 lb uplift at joint required cross bracing be installed during 2, 13 lb uplift atjoint 4 and 92 lb uplift atjoint 2. truss erection, in accordance with Stabilizer 12) This truss is designed in accordance with the 2018 Installation guide. International Residential Code sections R502.11.1 and REACTIONS (lb/size) 2=292/3-0-0, (min. 0-1-8), R802.10.2 and referenced standard ANSI/TPI 1. 4=70/3-0-0, (min. 0-1-8), LOAD CASE(S) Standard 5=292/3-0-0,(min. 0-1-8) Max Horiz 2=35 (LC 11), 5=35 (LC 11) Max Uplift 2=-92 (LC 8), 4=-13 (LC 12), 5=-92 (LC 8) Max Grav 2=416 (LC 19), 4=92 (LC 19), 5=416 (LC 19) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSUTPI 1. 3) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non -concurrent with other live loads. Job Truss Truss Type Qty Ply Chinook Lumber Inc J1140119 T01 Common 1 1 Job Reference (optional) The Truss Company, Sumner, WA 98390, Pat Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Wed May 24 11:53:26 Page: 1 ID:3XQ081 gsjiGM6EfdJ73ezCzDFtf-W MCijRzxO_J8mlcyaoK76gvv6W iS5jToachFo5zDDyd �6-1-10 10-7-12 15-1-14 21-3-8 23-3-8 2-0-0 6-1-10 4-6-2 4-6-2 6-1-10 2-0-0 3x10 Scale = 1:45.5 7-7-11 7-7-11 212 1.5x4 4x6 3x4 4x6 3x4 13-7-14 6-0-3 1.5x4 21-3-8 7-7-11 3x10 Plate Offsets (X, Y): [2:0-3-4,Edge], [6:0-3-4,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in floc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.62 Vert(LL) -0.41 8-10 >626 360 MT20 185/148 (Roof Snow = 25.0) Lumber DOL 1.15 BC 1.00 Vert(CT) -0.66 8-10 >385 240 TCDL 8.0 Rep Stress Incr YES WB 0.30 Horz(CT) 0.10 6 n/a n/a BCLL 0.0* Code IRC2018/TP12014 Matrix -MS BCDL 7.0 Weight: 69 lb FT = 20% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 DF Stud BRACING 5) TOP CHORD Structural wood sheathing directly applied or 2-3-5 oc purlins. 6) BOT CHORD Rigid ceiling directly applied or 1-4-12 oc racing. MiTek recommends that Stabilizers and required cross bracing be installed during 7) truss erection, in accordance with Stabilizer 8) Installation guide. REACTIONS (lb/size) 2=984/0-3-8, (min. 0-1-12), 9) 6=984/0-3-8, (min. 0-1-12) Max Horiz 2=26 (LC 8) Max Uplift 2=-195 (LC 8), 6=-195 (LC 9) L Max Grav 2=1049 (LC 19), 6=1049 (LC 20) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-1128/159, 2-17=-1111/160, 2-3=-3729/767, 3-18=-3129/641, 4-18=-3096/645, 4-19=-3096/645, 5-19=-3129/641, 5-6=-3729/767, 6-20=-1111/162, 6-20=-1128/161 BOT CHORD 2-10=-713/3661, 9-10=-516/2460, 8-9=-516/2460,6-8=-713/3661 WEBS 4-8=-92/908, 5-8=-709/191, 4-10=-92/908, 3-10=-709/190 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior (1) 1-0-0 to 7-7-12, Exterior(21R) 7-7-12 to 13-7-12, Interior (1) 13-7-12 to 20-3-8, Exterior(2E) 20-3-8 to 23-3-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 Unbalanced snow loads have been considered for this design. This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non -concurrent with other live loads. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. * This truss has been designed for a live load of 23.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. All bearings are assumed to be HF No.2 . Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 195 lb uplift at joint 2 and 195 lb uplift at joint 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. )AD CASE(S) Standard Job Truss Truss Type Qty Ply Chinook Lumber Inc J1140119 T01GE Common Supported Gable 1 1 Job Reference (optional) The Truss Company, Sumner, WA 98390, Pat Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Wed May 24 11:53:27 Page: 1 I D:ymcgrnJ2oUUd WdMSYpXcmtzDFu7-_ZI4wm_a91 R?OSA88WrMetS?6w6egCxxpGQoLXzDDyc 0 �. 10-7-12 21-3-8 2 -0-0 2-0-0 10-7-12 10-7-12 2-0-0 4x4 12 2r 3 284 829 9 ;T4 ail v N 2 27 i 1 30 10 C� -3-� 1n n1 19 18 17 16 15 14 13 12 4x4 4x4 4x4 21-3-8 Scale = 1:45.6 Plate Offsets (X, Y): [6:0-2-0,0-2-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.92 Vert(LL) n/a n/a 999 MT20 220/195 (Roof Snow = 25.0) Lumber DOL 1.15 BC 0.75 Vert(CT) n/a n/a 999 TCDL 8.0 Rep Stress Incr YES WB 0.16 Horz(CT) -0.07 26 n/a n/a BCLL 0.0* Code IRC2018/TP12014 Matrix -MS BCDL 7.0 Weight: 71 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 HF No.2 OTHERS 2x4 DF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-104 oc racing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 21-3-8. (lb) - Max Horiz 2=26 (LC 8), 20=26 (LC 8) Max Uplift All uplift 100 (lb) or less at joints) 10, 15, 17, 26 except 2=-151 (LC 20), 12=-238 (LC 9), 14=-803 (LC 20), 16=-150 (LC 9), 18=-329 (LC 19), 19=-134 (LC 12), 20=-151 (LC 20) Max Grav All reactions 250 (lb) or less at joint (s) 2, 10, 14, 18, 20, 26 except 12=1274 (LC 20), 15=391 (LC 20), 16=667 (LC 20), 17=267 (LC 19), 19=824 (LC 19) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-27=-203/559, 2-27=-201/562, 2-3=-639/2062, 3-28=-602/2023, 4-28=-600/2029, 4-5=-605/2052, 5-6=-589/2042,6-7=-589/2044, 7-8=-608/2071, 8-29=-589/1977, 9-29=-591/1959, 9-10=-641/2098, 10-30=-234/583, 10-30=-236/565 BOT CHORD 2-19=-2015/664, 18-19=-2015/664, 17-18=-2015/664, 16-17=-2015/664, 15-16=-2015/664, 14-15=-2015/664, 13-14=-2015/664, 12-13=-2015/664, 10-12=-2015/664 WEBS 6-16=-680/222, 3-19=-600/174, 7-15=-273/101,8-14=-115/458, 9-12=-854/254 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) -2-0-0 to 1-0-0, Exterior(2N) 1-0-0 to 7-7-12, Corner(3R) 7-7-12 to 13-7-12, Exterior (2N) 13-7-12 to 20-3-8, Corner(3E) 20-3-8 to 23-3-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 perANSI/TPI 1. 3) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non -concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 23.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 11) All bearings are assumed to be HF No.2 . 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 10, 17, 15, 10 except Qt=lb) 2=151, 16=149, 18=329, 19=134, 14=803, 12=238, 2=151. 13) Beveled plate or shim required to provide full bearing surface with truss chord atjoint(s) 2, 20. 14) 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 Truss Truss Type Qty Ply Chinook Lumber Inc J1140119 T01SGE Common Supported Gable 1 1 Job Reference (optional) The Truss Company, Sumner, WA 98390, Pat Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Wed May 24 11:53:27 Page: 1 I D:PLxht4ZIgT1 z6vSSF4oM68zDEcS-_ZI4wm_a9l R?OSA88WrMetS50wClgBcxpGOoLXzDDyc 12-4-0 17-6-10 rn Lh 4 Scale = 1:39.4 1-0-0 6-6-4 12-2-2 6-6-4 5-7-14 0-1-14 3x6 4x6 12 45 4-2-9 11-0-0 3.75 r 28 29 2x4 3x4 6 3 T T 7 27 T T fM 26 T T T 91 T N 2 61 8 3x4 14 13 12 11 10 9 3x4 8-6-12 16-6-10 8-6-12 7-11-14 3x4 Plate Offsets (X, Y): [2:0-2-0,Edge], [3:0-1-12,0-1-8], [5:0-3-0,0-0-3], [6:0-2-13,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEFL in floc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.57 Vert(LL) -0.02 14-24 >999 360 MT20 185/148 (Roof Snow = 25.0) Lumber DOL 1.15 BC 0.36 Vert(CT) -0.04 14-24 >999 240 TCDL 8.0 Rep Stress Incr YES WB 0.25 Horz(CT) 0.00 8 n/a n/a BCLL 0.0* Code IRC2018/TP12014 Matrix -MS BCDL 7.0 Weight: 82 lb FT = 20% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 DF Stud OTHERS 2x4 DF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. 6) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc 7) racing. 8) MiTek recommends that Stabilizers and required cross bracing be installed during 9) truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 16-6-10. 1 0) 1) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 Unbalanced snow loads have been considered for this design. This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non -concurrent with other live loads. All plates are 1.5x4 MT20 unless otherwise indicated. Gable studs spaced at 2-0-0 oc. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. * This truss has been designed for a live load of O.Opsf on the bottom chord in all areas where a rectangle 0-00 tall by 0-00 wide will fit between the bottom chord and any other members. All bearings are assumed to be HF No.2 . Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 2, 8, 13, 14, 2 except at=lb) 12=201. 2) 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. )AD CASE(S) Standard Job Truss Truss Type Qty Ply Chinook Lumber Inc J1140119 T02 Common 1 1 Job Reference (optional) The Truss Company, Sumner, WA 98390, Pat Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Wed May 24 11:53:28 Page: 1 ID:M9t4AFzw44Hy?wU Ej9VGyFzDFtH-TIJT86_CwbZr?clKhDMbB4?FbKOwZdy52wAMtzzDDyb �6-1-10 10-7-12 15-1-14 21-3-8 23-3-8 2-0-0 6-1-10 4-6-2 4-6-2 6-1-10 2-0-0 3x10 Scale = 1:45.5 7-7-11 7-7-11 212 1.5x4 4x6 3x4 4x6 3x4 13-7-14 6-0-3 1.5x4 21-3-8 7-7-11 3x10 Plate Offsets (X, Y): [2:0-3-4,Edge], [6:0-3-4,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.62 Vert(LL) -0.41 8-10 >626 360 MT20 185/148 (Roof Snow = 25.0) Lumber DOL 1.15 BC 1.00 Vert(CT) -0.66 8-10 >385 240 TCDL 8.0 Rep Stress Incr YES WB 0.30 Horz(CT) 0.10 6 n/a n/a BCLL 0.0* Code IRC2018/TP12014 Matrix -MS BCDL 7.0 Weight: 69 lb FT = 20% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 DF Stud BRACING 5) TOP CHORD Structural wood sheathing directly applied or 2-3-5 oc purlins. 6) BOT CHORD Rigid ceiling directly applied or 1-4-12 oc racing. MiTek recommends that Stabilizers and required cross bracing be installed during 7) truss erection, in accordance with Stabilizer 8) Installation guide. REACTIONS (lb/size) 2=984/0-3-8, (min. 0-1-12), 9) 6=984/0-3-8, (min. 0-1-12) Max Horiz 2=26 (LC 8) Max Uplift 2=-195 (LC 8), 6=-195 (LC 9) L Max Grav 2=1049 (LC 19), 6=1049 (LC 20) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-1128/159, 2-17=-1111/160, 2-3=-3729/767, 3-18=-3129/641, 4-18=-3096/645, 4-19=-3096/645, 5-19=-3129/641, 5-6=-3729/767, 6-20=-1111/162, 6-20=-1128/161 BOT CHORD 2-10=-713/3661, 9-10=-516/2460, 8-9=-516/2460,6-8=-713/3661 WEBS 4-8=-92/908, 5-8=-709/191, 4-10=-92/908, 3-10=-709/190 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior (1) 1-0-0 to 7-7-12, Exterior(21R) 7-7-12 to 13-7-12, Interior (1) 13-7-12 to 20-3-8, Exterior(2E) 20-3-8 to 23-3-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 Unbalanced snow loads have been considered for this design. This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non -concurrent with other live loads. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. * This truss has been designed for a live load of 23.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. All bearings are assumed to be HF No.2 . Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 195 lb uplift at joint 2 and 195 lb uplift at joint 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. )AD CASE(S) Standard Job Truss Truss Type Qty Ply Chinook Lumber Inc J1140119 T02GE Common Supported Gable 1 1 Job Reference (optional) The Truss Company, Sumner, WA 98390, Pat -2-0-0 2-0-0 Scale = 1:47.4 3x4 Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Wed May 24 11:53:28 Page: 1 ID:9sZWOUiE9JRXG2Vw8P41 ndzDFrl-TIJT86_CwbZr?clKhDMbB4?KSKCVZh852wAMtzzDDyb 22-4-1 11-2-1 4x4 3U Zu Zb Z/ Zb Zb 24 ZJ Z2 21 ZU lu 1b 5x6 3x4 22-4-1 1 24-4-1 2-0-0 17 Plate Offsets (X, Y): [2:0-1 -10, Edge], [16:0-1-10,Edge], [24:0-3-0,0-3-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.26 Vert(LL) n/a n/a 999 MT20 185/148 (Roof Snow = 25.0) Lumber DOL 1.15 BC 0.07 Vert(CT) n/a n/a 999 TCDL 8.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 35 n/a n/a BCLL 0.0* Code IRC2018/TP12014 Matrix -MS BCDL 7.0 Weight: 95 lb FT = 20% LUMBER 4) Unbalanced snow loads have been considered for this TOP CHORD 2x4 HF No.2 design. BOT CHORD 2x4 HF No.2 5) This truss has been designed for greater of min roof live OTHERS 2x4 DF Stud load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on BRACING overhangs non -concurrent with other live loads. TOP CHORD Structur Structural wood sheathing directly applied or 6) All plates are 1.5x4 MT20 unless otherwise indicated. pwood. 6-0-0 7) Gable requires continuous bottom chord bearing. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc 8) Gable studs spaced at 1 oc. racing. 9) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. MiTek recommends that Stabilizers and 10) * This truss has been designed for a live load of 23.Opsf required cross bracing be installed during on the bottom chord in all areas where a rectangle truss erection, in accordance with Stabilizer 3-06-00 tall by 2-00-00 wide will fit between the bottom Installation guide. chord and any other members. REACTIONS All bearings 22-4-1. 11) All bearings are assumed to be HF No.2 . (lb) -Max Horiz 2=-50 (LC 13), 31=-50 (LC 13) 12) Provide mechanical connection (by others) of truss to Max Uplift All uplift 100 ( lb) at (lb) or less at joints) bearing plate capable of withstanding 100 lb uplift at joint 2, 16, 18, 19, 22, 25, s)2, 16, 25, 26, 27, 28, 29, 30, 23, 22, 21, 20, 19, 18, 2, (s)2 ' 26, 27, 28, 29, 30, 31, 35 16. 13) This truss is designed in accordance with the 20 Max Grav All reactions 250 (lb) or less at joint International Residential Code sections R502.11.1 .1 and (s) 18, 19, 20, 21, 22, 23, 24, 25, R802.10.2 and referenced standard ANSI/TPI 1. 26, 27, 28, 29, 30 except 2=294 (LC 1), 16=294 (LC 1), 31=294 (LC LOAD CASE(S) Standard 1), 35=294 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) -2-0-0 to 0-9-12, Exterior(2N) 0-9-12 to 8-2-1, Corner(3R) 8-2-1 to 14-2-1, Exterior(2N) 14-2-1 to 21-4-1, Corner(3E) 21-4-1 to 24-4-1 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 3) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 Job Truss Truss Type Qty Ply Chinook Lumber Inc J1140119 T03 Common 7 1 Job Reference (optional) The Truss Company, Sumner, WA 98390, Pat -2-0-0 2-0-0 5-11-14 5-11-14 Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Wed May 24 11:53:28 Page: 1 I D:d7Ect4YWvW7k2fGAhOpD4AzDFpy-TIJT86_CwbZr?clKhDMbB4?H EKVpZe352wAMtzzDDyb 11-2-1 5-2-2 16-4-3 5-2-2 22-4-1 24-4-1 5-11-14 2-0-0 4x6 12 4 4r 1.5x4 18 19 1.5x4 0 19 d OP v 3 17 5 20 v 3 1 2 10 9 8 6 7 3x4 3x4 3x4 4x4 4x4 7-8-10 14-7-8 22-4-1 7-8-10 6-10-14 7-8-10 Scale = 1:47.2 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.51 Vert(LL) -0.14 8-10 >999 360 MT20 185/148 (Roof Snow = 25.0) Lumber DOL 1.15 BC 0.56 Vert(CT) -0.23 8-10 >999 240 TCDL 8.0 Rep Stress Incr YES WB 0.23 Horz(CT) 0.06 6 n/a n/a BCLL 0.0* Code IRC2018/TP12014 Matrix -MS BCDL 7.0 Weight: 79 lb FT = 20% LUMBER 4) This truss has been designed for greater of min roof live TOP CHORD 2x4 HF No.2 load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on BOT CHORD 2x4 HF No.2 overhangs non -concurrent with other live loads. WEBS 2x4 DF Stud 5) This truss has been designed for a 10.0 psf bottom BRACING chord live load nonconcurrent with any other live loads. TOP CHORD Structural wood sheathing directly applied or 6) * This truss has been designed for a live load of 23.Opsf 3-5-8 oc purlins. on the bottom chord in all areas where a rectangle BOT CHORD Rigid ceiling directly applied or 9-7-15 oc 3-06-00 tall by 2-00-00 wide will fit between the bottom bracin chord and any other members. 7) All bearings are assumed to be HF No.2 . MiTek recommends that Stabilizers and 8) Provide mechanical connection (by others) of truss to required cross bracing be installed during bearing plate capable of withstanding 206 lb uplift at joint truss erection, in accordance with Stabilizer 2 and 206 lb uplift at joint 6. Installation guide. 9) This truss is designed in accordance with the 2018 REACTIONS (lb/size) 2=1026/0-5-8, (min. 0-1-12), International Residential Code sections R502.11.1 and 6=1026/0-3-8, (min. 0-1-12) R802.10.2 and referenced standard ANSI/TPI 1. Max Horiz 2=50 (LC 12) LOAD CASE(S) Standard Max Uplift 2=-206 (LC 8), 6=-206 (LC 9) Max Grav 2=1070 (LC 19), 6=1070 (LC 20) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-2250/432, 3-17=-2145/446, 3-18=-1901/391, 4-18=-1811/400, 4-19=-1811/400, 5-19=-1901/391, 5-20=-2145/446, 6-20=-2250/432 BOT CHORD 2-10=-342/2094, 9-10=-195/1309, 8-9=-195/1309, 6-8=-342/2094 WEBS 4-8=-89/695, 5-8=-554/167, 4-10=-89/695, 3-10=-554/167 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -2-0-0 to 0-9-12, Interior (1) 0-9-12 to 8-2-1, Exterior(21R) 8-2-1 to 14-2-1, Interior (1) 14-2-1 to 21-4-1, Exterior(2E) 21-4-1 to 24-4-1 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. Job Truss Truss Type Qty Ply Chinook Lumber Inc J1140119 T03GE Common Supported Gable 1 1 Job Reference (optional) The Truss Company, Sumner, WA 98390, Pat -2-0-0 2-0-0 3x4 Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Wed May 24 11:53:29 Page: 1 ID:MyXNyB6RX9N ROUdzI_dTpNzDFnx-xxtrLS?ghvhidmKW FxtgjlXTsjuBl6wEHavvPQzDDya 22-4-1 11-2-1 4x4 31 JU Z!J ZZ5 Z/ Zb Zb 24 Z6 22 Zou I 16 22-4-1 Scale = 1:47.4 Plate Offsets (X, Y): [2:0-1-6,Edge], [16:0-1-6,Edge], [21:0-2-0,0-1-4] 44 3x4 24-4-1 2-0-0 17 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.39 Vert(LL) n/a n/a 999 MT20 185/148 (Roof Snow = 25.0) Lumber DOL 1.15 BC 0.30 Vert(CT) n/a n/a 999 TCDL 8.0 Rep Stress Incr YES WB 0.13 Horz(CT) -0.02 38 n/a n/a BCLL 0.0* Code IRC2018/TP12014 Matrix -MS BCDL 7.0 Weight: 95 lb FT = 20% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 OTHERS 2x4 DF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc racing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 22-4-1. (lb) - Max Horiz 2=50 (LC 12), 32=50 (LC 12) Max Uplift All uplift 100 (lb) or less at joint(s) 2, 16, 20, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 38 except 18=-129 (LC 9), 19=-220 (LC 1) Max Grav All reactions 250 (lb) or less at joint (s) 2, 16, 19, 20, 22, 23, 24, 26, 27, 28, 29, 30, 31, 32, 38 except 18=507 (LC 1), 25=458 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-232/642, 3-4=-206/627, 4-5=-190/632, 5-6=-172/631, 6-39=-154/618, 7-39=-151/631, 7-8=-133/634, 8-9=-108/622, 9-10=-108/627, 10-11=-133/641, 11-40=-151/638, 12-40=-154/618, 12-13=-171/637, 13-14=-192/648, 14-15=-193/592, 15-16=-237/656 BOT CHORD 2-31=-586/269, 30-31=-586/269, 29-30=-586/269, 28-29=-586/269, 27-28=-586/269, 26-27=-586/269, 25-26=-586/269, 24-25=-586/269, 23-24=-586/269, 22-23=-586/269, 21-22=-586/269, 20-21=-586/269, 19-20=-586/269, 18-19=-586/269, 16-18=-586/269 WEBS 9-25=-438/110, 15-18=-294/115 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) -2-0-0 to 0-9-12, Exterior(2N) 0-9-12 to 8-2-1, Corner(3R) 8-2-1 to 14-2-1, Exterior(2N) 14-2-1 to 21-4-1, Corner(3E) 21-4-1 to 24-4-1 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 3) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non -concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 23.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 11) All bearings are assumed to be HF No.2 . 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 2, 25, 26, 27, 28, 29, 30, 31, 24, 23, 22, 20, 16, 2, 16 except Qt=lb) 19=219, 18=128. 13) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 32. 14) 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 Truss Truss Type Qty Ply Chinook Lumber Inc J1140119 T04 Common 9 1 Job Reference (optional) The Truss Company, Sumner, WA 98390, Pat -2-0-0 2-0-0 5-11-14 5-11-14 Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Wed May 24 11:53:29 Page: 1 I D: Lbu E6747Y1 gV KQeeGecXsSzDFpG-xxtrLS?ghvhidmKW FxtgjlXSJg215J EHavvPQzDDya 11-2-1 5-2-2 16-4-3 5-2-2 22-4-1 24-4-1 5-11-14 2-0-0 4x6 12 4 4r 1.5x4 18 19 1.5x4 0 19 d OP v 3 17 5 20 v 3 1 2 10 9 8 6 7 3x4 3x4 3x4 4x4 4x4 7-8-10 14-7-8 22-4-1 7-8-10 6-10-14 7-8-10 Scale = 1:47.2 Loading (psf) Spacing 2-0-0 CSI DEFL in floc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.51 Vert(LL) -0.14 8-10 >999 360 MT20 185/148 (Roof Snow = 25.0) Lumber DOL 1.15 BC 0.56 Vert(CT) -0.23 8-10 >999 240 TCDL 8.0 Rep Stress Incr YES WB 0.23 Horz(CT) 0.06 6 n/a n/a BCLL 0.0* Code IRC2018/TP12014 Matrix -MS BCDL 7.0 Weight: 79 lb FT = 20% LUMBER 4) This truss has been designed for greater of min roof live TOP CHORD 2x4 HF No.2 load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on BOT CHORD 2x4 HF No.2 overhangs non -concurrent with other live loads. WEBS 2x4 DF Stud 5) This truss has been designed for a 10.0 psf bottom BRACING chord live load nonconcurrent with any other live loads. TOP CHORD Structural wood sheathing directly applied or 6) * This truss has been designed for a live load of 23.Opsf 3-5-8 oc purlins. on the bottom chord in all areas where a rectangle BOT CHORD Rigid ceiling directly applied or 9-7-15 oc 3-06-00 tall by 2-00-00 wide will fit between the bottom bracin chord and any other members. 7) All bearings are assumed to be HF No.2 . MiTek recommends that Stabilizers and 8) Provide mechanical connection (by others) of truss to required cross bracing be installed during bearing plate capable of withstanding 206 lb uplift at joint truss erection, in accordance with Stabilizer 2 and 206 lb uplift at joint 6. Installation guide. 9) This truss is designed in accordance with the 2018 REACTIONS (lb/size) 2=1026/0-5-8, (min. 0-1-12), International Residential Code sections R502.11.1 and 6=1026/0-5-8, (min. 0-1-12) R802.10.2 and referenced standard ANSI/TPI 1. Max Horiz 2=50 (LC 12) LOAD CASE(S) Standard Max Uplift 2=-206 (LC 8), 6=-206 (LC 9) Max Grav 2=1070 (LC 19), 6=1070 (LC 20) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-2250/432, 3-17=-2145/446, 3-18=-1901/391, 4-18=-1811/400, 4-19=-1811/400, 5-19=-1901/391, 5-20=-2145/446, 6-20=-2250/432 BOT CHORD 2-10=-342/2094, 9-10=-195/1309, 8-9=-195/1309, 6-8=-342/2094 WEBS 4-8=-89/695, 5-8=-554/167, 4-10=-89/695, 3-10=-554/167 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -2-0-0 to 0-9-12, Interior (1) 0-9-12 to 8-2-1, Exterior(21R) 8-2-1 to 14-2-1, Interior (1) 14-2-1 to 21-4-1, Exterior(2E) 21-4-1 to 24-4-1 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. Job Truss Truss Type Qty Ply Chinook Lumber Inc J1140119 T04GE Common Supported Gable 1 1 Job Reference (optional) The Truss Company, Sumner, WA 98390, Pat III Scale = 1:52.1 3x4 14-2-15 Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Wed May 24 11:53:29 Page: 1 I D:ySzxbPuDD7ZCKT5T281jx4zDFmw-xxtrLS?ghvhidmKW FxtgjlXYFjx118FEHavvPQzDDya 4x4 11 14-2-15 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 5x6 3x4 20 Plate Offsets (X, Y): [29:0-3-0,0-3-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.11 Vert(LL) n/a n/a 999 MT20 185/148 (Roof Snow = 25.0) Lumber DOL 1.15 BC 0.12 Vert(CT) n/a n/a 999 TCDL 8.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 20 n/a n/a BCLL 0.0* Code IRC2018/TP12014 Matrix -MS BCDL 7.0 Weight: 126 lb FT = 20% LUMBER 3) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate TOP CHORD 2x4 HF No.2 DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; BOT CHORD 2x4 HF No.2 Cs=1.00; Ct=1.10 OTHERS 2x4 DF Stud 4) Unbalanced snow loads have been considered for this BRACING design. 5) This truss has been designed for greater of min roof live ur Structural wood sheathing directly applied or TOP CHORD Struct load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on pwood. 6-0-0 overhangs non -concurrent with other live loads. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc 6) All plates are 1.5x4 MT20 unless otherwise indicated. racing. 7) Gable requires continuous bottom chord bearing. MiTek recommends that Stabilizers and 8) Gable studs spaced at 1-4-0 oc. required cross bracing be installed during 9) This truss has been designed for a 10.0 psf bottom truss erection, in accordance with Stabilizer chord live load nonconcurrent with any other live loads. Installation guide. 10) * This truss has been designed for a live load of 23.Opsf REACTIONS All bearings 28-5-13. on the bottom chord in all areas where a rectangle (lb) -Max Horiz 2=58 (LC 16), 41=58 (LC 16) 3-06-00 tall by 2-00-00 wide will fit between the bottom Max Uplift All uplift 100 (lb) or less at joint(s) chord and any other members. 11) All bearings are assumed to be HF No.2 . 2, 2 0, 21, 22, 23, 24, 25, 26, 27, 12) Provide mechanical connection (by others) of truss to 28, 31, 32, 33, 34, 35, 36, bearing plate capable of withstanding 100 lb uplift at joint 38,41 (s) 20, 2, 30, 31, 32, 33, 34, 35, 36, 37, 28, 27, 26, 25, Max Grav All reactions 250 (lb) or less at joint 24, 23, 22, 21, 20, 2. (s) 2, 20, 22, 23, 24, 25, 26, 27, 28, 13) This truss is designed in accordance with the 2018 29, 30, 31, 32, 33, 34, 35, 36, 38, International Residential Code sections R502.11.1 and 41 except 21=302 (LC 20), 37=279 R802.10.2 and referenced standard ANSI/TPI 1. (LC 19) LOAD CASE(S) Standard FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) -1-0-0 to 2-0-0, Exterior(2N) 2-0-0 to 11-2-15, Corner(3R) 11-2-15 to 17-2-15, Exterior (2N) 17-2-15 to 25-5-13, Corner(3E) 25-5-13 to 28-5-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 perANSI/TPI 1. Job Truss Truss Type Qty Ply Chinook Lumber Inc J1140119 T05 Common 8 1 Job Reference (optional) The Truss Company, Sumner, WA 98390, Pat Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Wed May 24 11:53:30 Page: 1 ID:kijEyH2sJpyggigUWUS9dzDFk8-P7RDZo0SSDpZFwvjpeP3GV4Xj74j1 WhNVEfSxszDDyZ 7-6-11 M U? m O LO -3-� In 6-8-4 4x6 4 6-8-4 7-6-11 1.5x4 3x8 4x6 1.5x4 3x8 3x8 7-6-11 14-2-15 20-11-3 28-5-13 7-6-11 6-8-4 6-8-4 7-6-11 Scale = 1:54.6 6 0-0-_ 1 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.90 Vert(LL) -0.26 9 >999 360 MT20 185/148 (Roof Snow = 25.0) Lumber DOL 1.15 BC 0.92 Vert(CT) -0.42 9-10 >812 240 TCDL 8.0 Rep Stress Incr YES WB 0.35 Horz(CT) 0.13 6 n/a n/a BCLL 0.0* Code IRC2018/TP12014 Matrix -MS BCDL 7.0 Weight: 99 lb FT = 20% LUMBER 3) Unbalanced snow loads have been considered for this TOP CHORD 2x4 HF No.2 design. BOT CHORD 2x4 HF No.2 4) This truss has been designed for greater of min roof live WEBS 2x4 DF Stud load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on BRACING overhangs non -concurrent with other live loads. TOP CHORD Structural wood sheathing directly applied. 5) This truss has been designed for a 10.0 psf bottom BOT CHORD Rigid ceiling directly applied or 2-2-0 oc chord live load noncon t with any other live loads. *This bracing. 6) truss has been designed for a live load of 23.Opsf wire WEBS 1 Row at mid t 3-9, 5-9 on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom MiTek recommends that Stabilizers and chord and any other members. required cross bracing be installed during 7) All bearings are assumed to be HF No.2 . truss erection, in accordance with Stabilizer 8) Refer to girder(s) for truss to truss connections. Installation guide. 9) Provide mechanical connection (by others) of truss to REACTIONS (lb/size) 2=1207/0-3-8, (min. 0-2-0), bearing plate capable of withstanding 195 lb uplift at joint 6=1138/ Mechanical, (min. 0-1-8) 6 and uplift at joint 2. Max Horiz 2=58 (LC 16) 10) truss This truss is designed in accordance with the 2018 s Max Uplift 2=-221 (LC 8), 6=-195 (LC 9) International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. Max Grav 2=1215 (LC 19), 6=1147 (LC 20) LOAD CASE(S) Standard FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-3019/608, 17-18=-2924/623, 3-18=-2897/624, 3-19=-2006/457, 4-19=-1932/466, 4-20=-1932/466, 5-20=-2006/457, 5-21=-2909/637, 21-22=-2935/636,6-22=-3031/624 BOT CHORD 2-10=-539/2847, 9-10=-539/2847, 8-9=-552/2858, 7-8=-552/2858, 6-7=-552/2858 WEBS 3-10=0/253, 3-9=-1212/260, 4-9=-107/763, 5-9=-1222/263, 5-7=0/254 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior (1) 2-0-0 to 11-2-15, Exterior(21R) 11-2-15 to 17-2-15, Interior (1) 17-2-15 to 25-5-13, Exterior(2E) 25-5-13 to 28-5-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 Job Truss Truss Type Qty Ply Chinook Lumber Inc J1140119 T08 Common 3 1 Job Reference (optional) The Truss Company, Sumner, WA 98390, Pat Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Wed May 24 11:53:30 Page: 1 I D: W7uFciaXOq?xPLw4QhGEpPzDFi9-P7RDZo0SSDpZFwvjpeP3GV4Y977Q1 QSNV EfSxszDDyZ 1E L9 rn m v v L6 2-3-11 I 5-3-0 1 6-8-4 1 6-8-4 1 7-6-11 12-0-0 4x6 5 8 Scale = 1:55 ax1+ 4x6 3x8 3x6 1.5x4 1.5x4 3x6 2-3-11 2-1-15 5-3-0 6-8-4J 6-8-4 7-6-11 0-1-12 Plate Offsets (X, Y): [3:0-2-4,0-1-8], [5:0-2-12,0-2-0], [12:0-3-0,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.80 Vert(LL) -0.18 9 >999 360 MT20 185/148 (Roof Snow = 25.0) Lumber DOL 1.15 BC 0.75 Vert(CT) -0.31 9-16 >999 240 TCDL 8.0 Rep Stress Incr YES WB 0.71 Horz(CT) 0.08 7 n/a n/a BCLL 0.0* Code IRC2018/TP12014 Matrix -MS BCDL 7.0 Weight: 112 Ib FT = 20% LUMBER 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) TOP CHORD 2x4 DF No.1&Btr *Except* T2:2x4 HF No.2 Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. BOT CHORD 2x4 HF No.2 11; Exp B; Partially Enclosed; MWFRS (envelope) exterior WEBS 2x4 DF Stud zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior (1) BRACING 2-0-0 to 11-2-15, Exterior(2R) 11-2-15 to 17-2-15, Interior TOP CHORD Structural woodood sheathing directly applied or (1) 17-2-15 to 27-5-13, Exterior(2E) 27-5-13 to 30-5-13 2-2-0 p. zone; cantilever left and right exposed ; end vertical left BOT CHORD Rigid ceiling directly applied or 6-0-0 oc and right exposed;C-C for members and forces & bracing. MWFRS for reactions shown; Lumber DOL=1.60 plate WEBS 1 Row at mid t 6-11 2) grip DOL=1.60 TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate MiTek recommends that Stabilizers and DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; required cross bracing be installed during Cs=1.00; Ct=1.10 truss erection, in accordance with Stabilizer 3) Unbalanced snow loads have been considered for this Installation guide. design. REACTIONS -2-0), (lb/size) 7=1169/0-5-8, (min. 0-2-0), 9/0-5-8, ( 4) This truss has been designed for greater of min roof live 1=11 (min. load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on Max Horiz 13=-61 (LC 13) overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom Max Uplift 7=-235 (LC 9), 13=-270 (LC 8) chord live load nonconcurrent with any other live loads. Max Grav 7=1207 (LC 20), 13=1319 (LC 19) 6) * This truss has been designed for a live load of 23.Opsf FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 on the bottom chord in all areas where a rectangle (lb) or less except when shown. 3-06-00 tall by 2-00-00 wide will fit between the bottom TOP CHORD 2-20=-327/292, 3-20=-324/298, chord and any other members. 3-21=-1978/323, 4-21=-1871/324, 7) All bearings are assumed to be HF No.2 . 4-22=-1640/344, 5-22=-1568/352, 8) Provide mechanical connection (by others) of truss to 5-23=-1571/353, 6-23=-1644/345, bearing plate capable of withstanding 235 lb uplift at joint 6-24=-2601/486, 7-24=-2736/485 7 and 270 lb uplift at joint 13. BOT CHORD 2-25=-253/331, 13-25=-253/331, 9) This truss is designed in accordance with the 2018 12-13=-253/343, 11-12=-268/1848, International Residential Code sections R502.11.1 and 10-11=-380/2561, 9-10=-380/2561, R802.10.2 and referenced standard ANSI/TPI 1. 7-9=-380/2561 LOAD CASE(S) Standard WEBS 5-11=-40/528, 4-11=-516/140, 6-11=-1174/252, 3-13=-1210/399, 3-12=-568/2122 NOTES Job Truss Truss Type Qty Ply Chinook Lumber Inc J1140119 T09 Common 1 1 Job Reference (optional) The Truss Company, Sumner, WA 98390, Pat Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Wed May 24 11:53:30 Page: 1 ID:Egfb6?xnOF62rZUc_DHVLOzDFgP-P7RDZoOSSDpZFwvjpeP3GV4Y977Q1Q5NVEfSxszDDyZ 1E L9 rn m v v L6 2-3-11 I 5-3-0 1 6-8-4 1 6-8-4 1 7-6-11 12-0-0 4x6 5 8 Scale = 1:55 ax1+ 4x6 3x8 3x6 1.5x4 1.5x4 3x6 2-3-11 2-1-15 5-3-0 6-8-4J 6-8-4 7-6-11 0-1-11 Plate Offsets (X, Y): [3:0-2-4,0-1-8], [5:0-2-12,0-2-0], [12:0-3-0,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.80 Vert(LL) -0.18 9 >999 360 MT20 185/148 (Roof Snow = 25.0) Lumber DOL 1.15 BC 0.75 Vert(CT) -0.31 9-16 >999 240 TCDL 8.0 Rep Stress Incr YES WB 0.71 Horz(CT) 0.08 7 n/a n/a BCLL 0.0* Code IRC2018/TP12014 Matrix -MS BCDL 7.0 Weight: 112 Ib FT = 20% LUMBER 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) TOP CHORD 2x4 DF No.1&Btr *Except* T2:2x4 HF No.2 Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. BOT CHORD 2x4 HF No.2 11; Exp B; Partially Enclosed; MWFRS (envelope) exterior WEBS 2x4 DF Stud zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior (1) BRACING 2-0-0 to 11-2-15, Exterior(2R) 11-2-15 to 17-2-15, Interior TOP CHORD Structural woodood sheathing directly applied or (1) 17-2-15 to 27-5-13, Exterior(2E) 27-5-13 to 30-5-13 2-2-0 p. zone; cantilever left and right exposed ; end vertical left BOT CHORD Rigid ceiling directly applied or 6-0-0 oc and right exposed;C-C for members and forces & bracing. MWFRS for reactions shown; Lumber DOL=1.60 plate WEBS 1 Row at mid t 6-11 2) grip DOL=1.60 TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate MiTek recommends that Stabilizers and DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; required cross bracing be installed during Cs=1.00; Ct=1.10 truss erection, in accordance with Stabilizer 3) Unbalanced snow loads have been considered for this Installation guide. design. REACTIONS -2-0), (lb/size) 7=1169/0-5-8, (min. 0-2-0), 9/0-5-8, ( 4) This truss has been designed for greater of min roof live 1=11 (min. load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on Max Horiz 13=-61 (LC 13) overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom Max Uplift 7=-235 (LC 9), 13=-270 (LC 8) chord live load nonconcurrent with any other live loads. Max Grav 7=1207 (LC 20), 13=1319 (LC 19) 6) * This truss has been designed for a live load of 23.Opsf FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 on the bottom chord in all areas where a rectangle (lb) or less except when shown. 3-06-00 tall by 2-00-00 wide will fit between the bottom TOP CHORD 2-20=-327/291, 3-20=-323/297, chord and any other members. 3-21=-1979/323, 4-21=-1872/324, 7) All bearings are assumed to be HF No.2 . 4-22=-1641/344, 5-22=-1568/352, 8) Provide mechanical connection (by others) of truss to 5-23=-1572/353, 6-23=-1644/345, bearing plate capable of withstanding 235 lb uplift at joint 6-24=-2601/486, 7-24=-2736/485 7 and 270 lb uplift at joint 13. BOT CHORD 2-25=-252/330, 13-25=-252/330, 9) This truss is designed in accordance with the 2018 12-13=-252/343, 11-12=-268/1849, International Residential Code sections R502.11.1 and 10-11=-380/2561, 9-10=-380/2561, R802.10.2 and referenced standard ANSI/TPI 1. 7-9=-380/2561 LOAD CASE(S) Standard WEBS 5-11=-40/528, 4-11=-517/140, 6-11=-1174/252,3-13=-1209/399, 3-12=-568/2122 NOTES Job Truss Truss Type Qty Ply Chinook Lumber Inc J1140119 T10 Common 4 1 Job Reference (optional) The Truss Company, Sumner, WA 98390, Pat -1-0-0 1-0-0 6-2-12 6-2-12 Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Wed May 24 11:53:31 Page: 1 ID:eA5o1 PV3h8k2rkrFGlhQkNzDEbF-tK?bm814CWxQs3UvNLwlpjdmCXa9mOBXku000IzDDyY 12-2-2 5-11-6 4x4 7-6- 16-6-10 4-4-8 1-0-0 12 3.75 r 15 16 3x4 3x4 2 5 3 6 14 1 M 13 IVI 9' N 2 B1 7 8 3x4 Scale = 1:38.3 6-2-12 6-2-12 1.5x4 12-2-2 5-11-6 3x8 1.5x4 16-6-10 4-4-8 Plate Offsets (X, Y): [4:0-2-0,0-2-8], [5:0-1-8,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL) -0.04 9-12 >999 360 MT20 185/148 (Roof Snow = 25.0) Lumber DOL 1.15 BC 0.27 Vert(CT) -0.08 9-12 >992 240 TCDL 8.0 Rep Stress Incr YES WB 0.14 Horz(CT) 0.00 7 n/a n/a BCLL 0.0* Code IRC2018/TP12014 Matrix -MS BCDL 7.0 Weight: 66 lb FT = 20% LUMBER 4) This truss has been designed for greater of min roof live TOP CHORD 2x4 HF No.2 load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on BOT CHORD 2x4 HF No.2 overhangs non -concurrent with other live loads. WEBS 2x4 DF Stud 5) This truss has been designed for a 10.0 psf bottom BRACING chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 0 Opsf 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 racing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=285/0-5-8, (min. 0-1-8), 7=465/0-5-8, (min. 0-1-8), 9=704/0-3-8 (min 0-1-8) on the bottom chord in all areas where a rectangle 0-00 tall by 0-00 wide will fit between the bottom chord and any other members. 7) All bearings are assumed to be HF No.2 . 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 64 lb uplift at joint 2, 93 lb uplift at joint 7 and 137 lb uplift at joint 9. 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 Max Horiz 2=56 (LC 11) Max Uplift 2=-64 (LC 8), 7=-93 (LC 9), 9=-137 (LC 8) Max Grav 2=285 (LC 1), 7=552 (LC 20), 9=847 (LC 19) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-15=-380/136, 4-15=-283/144, 4-16=-269/149, 5-16=-313/142, 5-7=-524/198 WEBS 5-8=-44/309, 3-9=-726/208 NOTES 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior (1) 2-0-0 to 9-2-2, Exterior(21R) 9-2-2 to 14-6-10, Exterior (2E) 14-6-10 to 17-6-10 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. Job Truss Truss Type Qty Ply Chinook Lumber Inc J1140119 T11 Common Girder 1 2 Job Reference (optional) The Truss Company, Sumner, WA 98390, Pat 1-0-0 T v Scale = 1:38.3 3x4 6-2-12 6-2-12 6-2-12 6-2-12 Run: 8.62 S Nov 16 2022 Print: 8.620 S Nov 16 2022 MiTek Industries, Inc. Wed May 24 11:53:31 Page: 1 ID:3Hgno2yG_VOonQAMx1r5kAzDEag4K?bm814CWxQs3UvNLwlpjdgMXdom1KXku000IzDDyY 11) 2x4 12-2-2 5-11-6 12-2-2 5-11-6 17-6-1 16-6-10 4-4-8 1-0-0 4x4 4 6 m o� CV 13 3x8 2x4 Special 16-6-10 4-4-8 Plate Offsets (X, Y): [2:0-3-10,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.33 Vert(LL) -0.01 9-11 >999 360 MT20 185/148 (Roof Snow = 25.0) Lumber DOL 1.15 BC 0.10 Vert(CT) -0.01 9-11 >999 240 TCDL 8.0 Rep Stress Incr NO WB 0.07 Horz(CT) 0.00 7 n/a n/a BCLL 0.0* Code IRC2018/TP12014 Matrix -MS BCDL 7.0 Weight: 163 lb FT = 20% LUMBER TOP CHORD 2x4 HF No.2 BOT CHORD 2x6 DF SS WEBS 2x4 DF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=275/0-5-7, (min. 0-1-8), 7=1558/0-5-7, (min. 0-1-8), 9=759/0-3-8, (min. 0-1-8) Max Horiz 2=54 (LC 9) Max Uplift 2=-62 (LC 6), 7=-287 (LC 7), 9=-148 (LC 6) Max Grav 2=275 (LC 1), 7=1649 (LC 18), 9=898 (LC 17) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-454/83, 4-5=-391/92, 5-7=-573/113 WEBS 5-8=-30/366, 3-9=-755/180, 3-8=-24/313 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 0-5-0 oc. Web 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=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Partially Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non -concurrent with other live loads. 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 23.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 9) All bearings are assumed to be HF No.2 . 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 62 lb uplift at joint 2, 287 lb uplift at joint 7 and 148 lb uplift at joint 9. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1138 lb down and 200 lb up at 16-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-4=-66, 4-5=-66, 5-6=-66, 2-7=-14 Concentrated Loads (lb) Vert: 13=-1138 (F) CA CD C z CD n Address: Drawing Type: Roof Trusses Loading 1159 7th Ave S Edmonds, WA 98020 TOLL = 25.0 lb TC/DL= 8.0lb BC/DL= 7.0 lb WIND = 110 mph 'B' customer: Chinook Lumber Job Name: Brou Residence Job Number: J1140119 Plan: '10 00_n7 N X W 0 Cn N) m N N 9) Cn CD m Ct' � z 00 n Cn Cn 6 0 O theTRUSSco. & BUILDING SUPPLY INC.