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ROOF ENGINEERING - 23-00753 - Pebble Creek Townhomes - 6 Plex - Bldg 1
412 =3x6 =1.5x4 =5x6 =5x8 =4x5 =4x8 =4x6 =2x6 1 2 11 10 9 8 12 3 13 4 76 14 15 5 T2 T1 T3 W6 B1 B2 W4 W3W2 W1 W5 1-0-0 -1-0-0 5-9-10 11-11-6 5-9-10 17-9-0 6-1-13 6-1-13 5-1-0 22-10-0 0-3-4 22-10-0 4-9-12 22-6-12 8-8-7 17-9-0 9-0-9 9-0-9 6-6-11 0-5-13 4-8-7 0-1-13 6-4-13 Scale = 1:48 Plate Offsets (X, Y):[2:Edge,0-0-9], [4:0-4-0,0-3-0], [11:0-3-0,0-3-0] LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 3-6-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=1252/0-5-8, (min. 0-1-8), 9=1164/ Mechanical, (min. 0-1-8) Max Horiz 2=113 (LC 5) Max Uplift 2=-151 (LC 5), 9=-137 (LC 5) Max Grav 2=1344 (LC 8), 9=1164 (LC 1) 1 1LOAD CASE(S) Standard Job Truss Truss Type Qty Ply A1 12 13731944Common Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Mon Dec 11 10:12:06 Page: 1 ID:lrgZfRIaDOiZIZO1DYU2zEyAz3a-MXGyWTvBHWj9lM66BgtV4XGjw7Lo9479IITm7WyA2yO 412 =3x4 =5x6 =3x6 =3x6 =4x5 =5x8 =4x6 =4x6 =3x4 1 2 24 23 22 21 20 19 18 17 16 15 14 31 25 3 26 29 4 27 5 28 6 32 30 7 1312833119 10 T2 T1 T3 W5 B1 B2 W4 W3 W1 W2 ST9ST7 ST8 ST5 ST6 ST4ST3 ST2 ST1 ST10 ST11 ST12 ST13 1-0-0 -1-0-0 5-1-0 22-10-0 8-8-2 17-9-0 9-0-14 9-0-14 5-1-0 22-10-0 8-8-2 17-9-0 9-0-14 9-0-14 6-6-11 0-5-13 4-8-76-4-13 Scale = 1:46.1 Plate Offsets (X, Y):[6:0-3-0,0-3-0], [17:0-4-0,0-3-0] LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W2:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 25, 26, 27, 29 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS All bearings 22-10-0. (lb) -Max Horiz 2=113 (LC 5) Max Uplift All uplift 100 (lb) or less at joint(s) 2, 14, 15, 16, 17, 18, 19, 21, 22, 23, 24 Max Grav All reactions 250 (lb) or less at joint(s) 14, 15, 19, 20, 21, 22, 23 except 2=275 (LC 8), 16=297 (LC 9), 17=342 (LC 8), 18=524 (LC 8), 24=361 (LC 1) 2 2LOAD CASE(S) Standard Job Truss Truss Type Qty Ply A1GE 2 13731944Common Supported Gable Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Mon Dec 11 10:12:06 Page: 1 ID:HkEujL6cR_83rs0ve6BmBNyAz2X-MXGyWTvBHWj9lM66BgtV4XGur7TH99G9IITm7WyA2yO 412 =3x6 =1.5x4 =5x6 =5x8 =4x5 =4x8 =3x6 =1.5x4 1 8 7 6 10 2 11 3 5 12 9 4 T3 W6 T2 T1 B1 B2 W4 W3W2 W1 W5 5-9-10 11-11-6 5-9-10 17-9-0 6-1-13 6-1-13 5-1-0 22-10-0 5-1-0 22-10-0 8-8-7 17-9-0 9-0-9 9-0-9 0-5-13 4-8-7 0-5-13 6-4-13 Scale = 1:44.6 Plate Offsets (X, Y):[1:Edge,0-0-9], [3:0-4-0,0-3-0], [8:0-3-0,0-3-0] LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 3-1-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)1=1145/0-5-8, (min. 0-1-8), 6=1145/ Mechanical, (min. 0-1-8) Max Horiz 1=108 (LC 5) Max Uplift 1=-110 (LC 5), 6=-146 (LC 5) Max Grav 1=1236 (LC 7), 6=1145 (LC 1) 3 3LOAD CASE(S) Standard Job Truss Truss Type Qty Ply A2 2 13731944Common Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Mon Dec 11 10:12:06 Page: 1 ID:Lu9_RHUhupAWgnT3WqmGU7yAz21-rjpLjpwq2pr0NWhIlOOkdlovSXgkuXIJXyDJgzyA2yN 412 =4x8 =1.5x4 =3x4 =4x6 =5x8 =5x6 =3x10 =5x8 =4x6 =3x4 =1.5x4 =4x8 81 13 12 11 10 9 7 1914 62 1815 53 1716 4 T2 T1 T2 T3 B1 B1B2 W4 W3 W2 W1 W3W2 W1 1-0-0 36-6-0 5-9-10 29-4-3 5-9-10 11-11-6 5-9-10 23-6-10 5-9-10 17-9-0 6-1-13 6-1-13 6-1-13 35-6-0 8-8-7 26-5-7 8-8-7 17-9-0 9-0-9 9-0-9 9-0-9 35-6-0 6-6-11 0-5-13 0-5-13 6-4-13 Scale = 1:65 Plate Offsets (X, Y):[1:Edge,0-0-13], [3:0-4-0,0-3-4], [5:0-4-0,0-3-4], [7:Edge,0-0-13] LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-11, 3-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)1=1794/ Mechanical, (min. 0-1-8), 7=1907/0-5-8, (min. 0-2-1) Max Horiz 1=-4 (LC 5) Max Uplift 1=-171 (LC 5), 7=-214 (LC 5) 4 4LOAD CASE(S) Standard Job Truss Truss Type Qty Ply A3 10 13731944Common Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Mon Dec 11 10:12:06 Page: 1 ID:nRbxIuijTDnzk30JBPGB_VyAygW-Q88C5nuxluTSW3yj4Fq1?6AKtJbUh9Jsr__f3eyA2yQ 412 =4x8 =1.5x4 =4x5 =5x8 =8x12 =4x8 =1.5x4 =5x6 =1.5x4 =7x8 =7x10 =10x16 =8x12 =1.5x4 =4x8 HGUS28-2 Special HGUS26 HGUS26 HGUS26 HGUS26 HGUS26 Special 1 15 14 13 12 1122 23 10 24 25 26 9 16 21 2 8 17 20 73 191846 5 T2 T1 T2 T1 B1 B1B2 W1 W2 W4 W5 W6 W6 W5 W4 W2 W7 W3 W3 1-10-12 19-7-12 1-10-12 17-9-0 3-3-12 15-10-4 3-3-12 22-11-8 5-6-9 5-6-9 5-10-6 35-6-0 6-8-2 29-7-10 6-11-15 12-6-8 0-1-12 19-7-12 3-3-12 15-10-4 3-3-12 22-11-8 3-7-12 19-6-0 4-2-5 27-1-13 4-2-5 12-6-8 8-4-3 8-4-3 8-4-3 35-6-0 0-5-13 6-4-13 Scale = 1:59.3 Plate Offsets (X, Y):[3:0-4-0,0-3-0], [7:0-4-12,Edge], [10:0-4-8,0-5-12], [11:0-8-0,0-6-0], [14:0-6-0,0-6-0] LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x8 DF 1950F 1.7E or 2x8 DF SS WEBS 2x4 DF Stud/Std *Except* W2,W3:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 4-7-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-12 REACTIONS (lb/size)9=4106/0-5-8, (min. 0-2-8), 12=10169/0-3-8, (req. 0-5-7) Max Horiz 12=0 (LC 13) Max Uplift 9=-215 (LC 11), 12=-639 (LC 5) Max Grav 9=4744 (LC 8), 12=10169 (LC 1) 5 5 Job Truss Truss Type Qty Ply A3GD 2 23731944Common Girder Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Mon Dec 11 10:12:06 Page: 1 ID:z0dEPXvlQlDX3p0yoTdZFHyAylQ-Q88C5nuxluTSW3yj4Fq1?6ARVJbNh4Nsr__f3eyA2yQ 412 =3x6 =5x6 =3x6 =3x6 =3x6 =5x6 =3x10 =3x6 =3x6 =3x6 =5x6 =3x6 181 35 34 33 32 3130 29 28 27 26 25 2423 22 21 20 19 17 49 36 40 44 162 4137 153 38 42 144 39 43 5 134548 126 1174746108 9 T2 T1 T2 T3 B1B1B2 W1 W1W2W2 ST4 ST3ST2ST1 ST3 ST2 ST1 O6O4 O5 O2 O3 O1 O6 O4 O5 O2 O3 O1 1-0-0 36-6-0 8-8-2 26-5-2 8-8-2 17-9-0 9-0-14 9-0-14 9-0-14 35-6-0 8-8-2 26-5-2 8-8-2 17-9-0 9-0-14 9-0-14 9-0-14 35-6-0 6-6-11 0-5-13 6-4-13 Scale = 1:62.6 Plate Offsets (X, Y):[5:0-3-0,0-3-0], [13:0-3-0,0-3-0], [24:0-2-4,0-1-8], [30:0-2-4,0-1-8] LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W2:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 36, 37, 38, 40, 41, 42 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS All bearings 35-6-0. (lb) -Max Horiz 1=-5 (LC 5) Max Uplift All uplift 100 (lb) or less at joint(s) 1, 17, 19, 20, 21, 25, 26, 27, 28, 29, 33, 34, 35 Max Grav All reactions 250 (lb) or less at joint(s) 1, 20, 21, 22, 23, 25, 29, 31, 32, 33, 34 except 17=275 (LC 9), 19=361 (LC 1), 26=518 (LC 9), 27=411 (LC 1), 28=518 (LC 8), 35=388 (LC 1) 6 6 Job Truss Truss Type Qty Ply A3GE 2 13731944Roof Special Supported Gable Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Mon Dec 11 10:12:06 Page: 1 ID:K7kY3F7kgUfEuC2_5BNsmNyAyeg-Q88C5nuxluTSW3yj4Fq1?6AX7JnghFPsr__f3eyA2yQ 412 =7x8 =4x5 =4x5 =1.5x4 =3x4 =5x8 =4x6 =4x5 =3x10 =4x6 =5x8 =3x4 =1.5x4 =5x10 =4x12 =3x4 10 1 15 14 13 12 11 9 21816273 2017 4 6 1918 5 T2 T1 T2 T3 B1 B3B2 W1 W2 W3 W4 W3 W5 W6 HW2 HW1 1-0-0 35-6-0 5-1-13 5-1-13 5-9-10 28-4-3 5-9-10 10-11-6 5-9-10 22-6-10 5-9-10 16-9-0 6-1-13 34-6-0 1-11-8 34-6-0 7-8-0 24-5-0 7-8-7 7-8-7 8-1-8 32-6-8 9-0-9 16-9-0 6-6-11 0-9-13 0-5-13 6-4-13 Scale = 1:63 Plate Offsets (X, Y):[1:0-6-2,Edge], [4:0-4-0,0-3-4], [6:0-4-0,0-3-4], [9:0-5-7,0-2-0] LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std SLIDER Left 2x6 DF SS or 1800F 1.6E -- 3-10-3, Right 2x8 DF 1950F 1.7E or SS -- 2-11-7 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-13, 6-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)1=1746/ Mechanical, (min. 0-1-8), 9=1860/0-5-8, (min. 0-2-0) Max Horiz 1=-3 (LC 12) Max Uplift 1=-167 (LC 5), 9=-211 (LC 5) 7 7 Job Truss Truss Type Qty Ply A4 12 13731944Common Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Mon Dec 11 10:12:06 Page: 1 ID:kFTXquaxzrJ_quN5mTYYmAyAye5-uKiaJ7uZWCbI8DXwdzLGYKjZAjzzQc203ekDb4yA2yP 412 =3x10 =5x6 =3x4 =3x6 =3x6 =4x5 =3x10 =3x6 =3x6 =3x4 =5x6 =3x4 1835 34 33 32 31 30 29 28 27 26 25 2423 22 21 20 19 17148 3936 162 40 43 37 3 15 4138 4 14 42 1354447 6 12 7 114645810 9 T2 T1 T3 T4 W1 B1 B3B2 W2 W3 W4 W5 W6 ST8ST6 ST7 ST4 ST5ST3ST2ST1 ST9 ST10 ST11 ST12 ST13 ST14 ST3 ST2 ST1 1-0-0 35-6-0 8-3-1 16-9-0 8-5-15 8-5-15 8-8-2 25-5-2 9-0-14 34-6-0 8-3-1 16-9-0 8-5-15 8-5-15 8-8-2 25-5-2 9-0-14 34-6-0 6-6-11 0-9-13 0-5-13 6-4-13 Scale = 1:63 Plate Offsets (X, Y):[5:0-3-0,0-3-0], [13:0-3-0,0-3-0], [35:0-3-8,Edge] LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W3,W5:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 36, 37, 38, 39, 40, 41 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 33-0-0. (lb) -Max Horiz 35=-19 (LC 5) Max Uplift All uplift 100 (lb) or less at joint(s) 19, 20, 21, 22, 23, 25, 26, 27, 28, 29, 31, 32, 33, 34, 35 Max Grav All reactions 250 (lb) or less at joint(s) 20, 21, 23, 25, 29, 31, 32, 33, 35 except 19=503 (LC 9), 22=515 (LC 9), 26=539 (LC 9), 27=415 (LC 1), 28=519 (LC 8), 34=274 (LC 1) 8 8 Job Truss Truss Type Qty Ply A4GE 2 13731944Common Supported Gable Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Mon Dec 11 10:12:06 Page: 1 ID:kgIN0jySPGF_57JRnjWflpyAyX9-uKiaJ7uZWCbI8DXwdzLGYKjgkj5jQhU03ekDb4yA2yP 412 =3x6 =4x12 =4x12 =1.5x4 =M18AHS 5x12 =5x8 =5x6 =3x10 =5x8 =M18AHS 5x12 =1.5x4 =5x10 =4x12 =3x6 1112 14 13 12 10 15 2093 84 1916 5 7 1817 6 T2 T1 T2 T1 B1 B3B2 W1 W2 W3 W4 W3 W5 W6 HW1 HW2 1-0-0 36-6-0 1-0-0 -1-0-0 5-9-10 29-4-3 5-9-10 11-11-6 5-9-10 23-6-10 5-9-10 17-9-0 6-1-13 6-1-13 6-1-13 35-6-0 1-0-0 1-0-0 1-6-0 35-6-0 7-10-10 25-7-10 8-4-6 34-0-0 8-4-6 9-4-6 8-4-10 17-9-0 6-6-11 0-5-13 6-4-13 Scale = 1:64.1 Plate Offsets (X, Y):[2:0-2-11,0-2-0], [2:Edge,0-2-3], [5:0-4-0,0-3-4], [7:0-4-0,0-3-4], [10:0-5-7,0-2-0], [10:Edge,0-2-3], [12:0-6-0,0-3-0], [14:0-6-0,0-3-0] LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std SLIDER Left 2x6 DF SS or 1800F 1.6E -- 2-11-9, Right 2x8 DF 1950F 1.7E or SS -- 2-11-8 BRACING TOP CHORD Structural wood sheathing directly applied or 2-8-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-13, 7-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)2=1897/0-5-8, (min. 0-2-0), 10=1897/0-5-8, (min. 0-2-0) Max Uplift 2=-212 (LC 5), 10=-212 (LC 5) 9 9 Job Truss Truss Type Qty Ply A5 14 13731944Common Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Mon Dec 11 10:12:06 Page: 1 ID:sR6jJzJGLU1jikcCX02hz8yAyWh-uKiaJ7uZWCbI8DXwdzLGYKjbRjzzQca03ekDb4yA2yP 412 =3x6 =5x6 =3x6 =3x6 =3x6 =5x6 =3x10 =3x6 =3x6 =3x6 =5x6 =3x6 1912 36 35 34 33 3231 30 29 28 27 26 2524 23 22 21 20 184137 173 4238 164 39 43 155 4440 1464845 137 1284746911 10 T2 T1 T2 T1 B1 B1B2 W1 W2 W3 W2 W1 ST9ST7 ST8 ST5 ST6ST4ST3ST2ST1 ST9 ST7 ST8 ST5 ST6 ST4 ST3 ST2 ST1 1-0-0 36-6-0 1-0-0 -1-0-0 8-8-2 26-5-2 8-8-2 17-9-0 9-0-14 9-0-14 9-0-14 35-6-0 1-0-0 1-0-0 8-0-14 9-0-14 8-8-2 26-5-2 8-8-2 17-9-0 9-0-14 35-6-0 6-6-11 0-5-13 6-4-13 Scale = 1:64.1 Plate Offsets (X, Y):[6:0-3-0,0-3-0], [14:0-3-0,0-3-0], [25:0-2-4,0-1-8], [31:0-2-4,0-1-8] LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W2:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std 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 bracing. JOINTS 1 Brace at Jt(s): 37, 38, 39, 41, 42, 43 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS All bearings 33-0-0. (lb) -Max Uplift All uplift 100 (lb) or less at joint(s) 20, 21, 22, 23, 26, 27, 28, 29, 30, 33, 34, 35, 36 Max Grav All reactions 250 (lb) or less at joint(s) 21, 22, 24, 26, 30, 32, 34, 35 except 20=500 (LC 9), 23=462 (LC 9), 27=536 (LC 9), 28=397 (LC 1), 29=536 (LC 8), 33=462 (LC 8), 36=500 (LC 8) 10 10 Job Truss Truss Type Qty Ply A5GE 2 13731944Common Supported Gable Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Mon Dec 11 10:12:06 Page: 1 ID:8MHXg2YhjdeRBIR8_LQS2LyAyYz-uKiaJ7uZWCbI8DXwdzLGYKjgmj5mQfM03ekDb4yA2yP 412 212 =3x6 =4x5 =5x8 =5x6 =5x8 =5x6 =3x10 =4x5 =5x6 =6x8 =3x4 =5x8 =5x8 =3x4 1 2 16 15 14 13 12 11 17 109321 8 18 2074 619 5 T2 T1 T3 T4 W12 B1 B3B2 W2 W3 W4 W5 W6 W8 W9 W10 W1 W11 W7 1-0-0 -1-0-0 1-0-0 37-6-0 3-1-12 20-10-12 3-6-1 24-4-13 5-10-14 30-3-10 5-10-1 11-11-6 5-9-10 17-9-0 6-1-6 6-1-6 6-2-6 36-6-0 0-2-12 2-8-12 2-6-0 2-6-0 5-7-6 30-3-10 6-2-6 36-6-0 6-11-5 24-8-5 7-2-11 9-11-7 7-9-9 17-9-0 6-6-11 0-5-13 2-2-04-2-3 4-2-3 2-2-10 6-4-13 Scale = 1:68 Plate Offsets (X, Y):[4:0-4-0,0-3-0], [9:0-3-2,0-2-8], [12:0-3-8,0-2-8], [13:0-2-12,0-3-4], [15:0-3-0,0-3-0] LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W11:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 2-11-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 2-16. WEBS 1 Row at midpt 3-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)11=1814/0-5-8, (min. 0-1-15), 16=2084/0-5-8, (min. 0-2-4) Max Horiz 16=46 (LC 5) Max Uplift 11=-199 (LC 5), 16=-225 (LC 5) Max Grav 11=1825 (LC 9), 16=2084 (LC 1) 11 11 Job Truss Truss Type Qty Ply B1 10 13731944Roof Special Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Mon Dec 11 10:12:06 Page: 1 ID:LRFNElyu5TaLxjaBax_u45yAyVt-uKiaJ7uZWCbI8DXwdzLGYKjXNj09QZq03ekDb4yA2yP 412 212 =3x6 =5x6 =3x6 =3x6 =5x6 =3x10 =5x6 =3x6 =3x6 =5x8 =5x6 =3x10 =4x5 =2x4 1 2 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 43 44 49 36 45 4640 3 4737 19 48 184 38 53 41 175 39 16615 42 50 14137 8 125251911 10 T2 T1 T3 T4 W7 B1 B3B2 W1 W2 W3 W4 W5 W6 ST9ST7 ST8 ST5 ST6ST4ST3ST2ST1 ST10 ST11 ST12 ST13 ST14 ST15 ST16 ST17 ST18 ST19 ST20 ST21 1-0-0 -1-0-0 1-0-0 37-6-0 6-7-13 24-4-13 8-8-2 17-9-0 9-0-14 9-0-14 12-1-3 36-6-0 6-11-5 24-6-9 8-6-6 17-7-4 9-0-14 9-0-14 11-11-7 36-6-0 6-6-11 0-5-13 2-2-04-2-3 4-2-3 2-2-10 6-4-13 Scale = 1:68 Plate Offsets (X, Y):[6:0-3-0,0-3-0], [24:0-1-12,0-3-0], [29:0-3-0,0-3-0] LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W2,W4,W6:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 36, 37, 38, 40, 41, 44, 45, 46, 47 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 35-6-0. (lb) -Max Horiz 35=47 (LC 5) Max Uplift All uplift 100 (lb) or less at joint(s) 20, 23, 25, 26, 27, 28, 29, 30, 32, 33, 34, 35 except 22=-179 (LC 22) Max Grav All reactions 250 (lb) or less at joint(s) 20, 21, 22, 25, 30, 31, 33, 34 except 23=958 (LC 22), 24=746 (LC 9), 26=324 (LC 21), 27=296 (LC 9), 28=370 (LC 8), 29=538 (LC 8), 32=481 (LC 8), 35=501 (LC 8) 12 12 Job Truss Truss Type Qty Ply B1GE 2 13731944Roof Special Supported Gable Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Mon Dec 11 10:12:06 Page: 1 ID:3_0jk2I8jtiSNx8j8S_9cjyAyU7-MXGyWTvBHWj9lM66BgtV4XGp77R_96K9IITm7WyA2yO 412 212 =3x6 =4x5 =5x8 =5x6 =5x8 =5x6 =3x10 =3x6 =5x6 =5x8 =1.5x4 =5x8 =4x5 =4x6 =2x4 1 2 17 16 15 14 13 12 11 18 109322 8 19 2174 620 5 T2 T1 T3 T4 W13 B1 B3B2 W2 W3 W4 W5 W6 W8 W9 W10 W11 W1 W12 W7 1-0-0 -1-0-0 1-0-0 37-6-0 3-1-12 20-10-12 3-6-1 24-4-13 5-10-14 30-3-10 5-10-1 11-11-6 5-9-10 17-9-0 6-1-6 6-1-6 6-2-6 36-6-0 0-2-12 2-8-12 0-2-12 35-6-0 1-0-0 36-6-0 2-6-0 2-6-0 4-11-10 35-3-4 5-9-2 30-3-10 6-9-9 24-6-9 7-2-11 9-11-7 7-9-9 17-9-0 6-6-11 0-5-13 2-2-04-2-3 4-2-3 2-2-10 6-4-13 Scale = 1:68 Plate Offsets (X, Y):[4:0-4-0,0-3-0], [14:0-3-12,0-3-0], [16:0-3-0,0-3-0] LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 3-2-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 2-17,11-12. WEBS 1 Row at midpt 8-12, 3-17 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)12=1874/0-5-8, (min. 0-2-0), 17=2024/0-5-8, (min. 0-2-3) Max Horiz 17=46 (LC 5) Max Uplift 12=-206 (LC 5), 17=-218 (LC 5) Max Grav 12=1885 (LC 9), 17=2024 (LC 1) 13 13 Job Truss Truss Type Qty Ply B2 4 13731944Roof Special Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Mon Dec 11 10:12:06 Page: 1 ID:fVRINH5vPruEgwcCScfOlQyAyT6-MXGyWTvBHWj9lM66BgtV4XGk87Md90G9IITm7WyA2yO 312 412 212 =2x4 =4x6 =5x8 =5x8 =2x4 =M18AHS 8x12 =5x6 =3x4 =M18AHS 5x12 =3x4 =3x6 =5x6 =3x10 =4x6 =3x6 =5x6 =4x8 =1.5x4 =4x12 =5x8 =1.5x4 =4x5 =2x4 21 20 19 18 17 16 15 1425 24 23 22 4 131231126312510127309286829 7 W1 T1 T2 T3 T4 W20 B1 B3B2 W5 W14 W15 W16 W17 W19 W7 W6 W8 W9 W10 W11 W12 W13 W18W2W3W4 1-0-0 40-0-0 1-2-12 39-0-0 2-10-0 5-8-15 3-4-7 26-10-13 2-10-15 2-10-15 3-3-5 23-6-5 4-11-10 37-9-4 4-10-9 10-7-8 4-10-0 15-5-8 4-9-8 20-3-0 5-10-14 32-9-10 0-2-12 38-0-0 1-0-0 39-0-0 2-8-4 5-7-3 2-10-15 2-10-15 4-9-8 20-3-0 4-10-0 15-5-8 4-11-10 37-9-4 5-0-5 10-7-8 5-9-2 32-9-10 6-9-9 27-0-9 6-4-13 3-0-0 2-2-0 1-6-12 1-6-12 1-8-0 3-2-13 0-11 -7 4-2-3 2-2-10 6-4-13 Scale = 1:72.4 Plate Offsets (X, Y):[4:0-6-12,Edge], [24:0-3-8,0-2-8] LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* B1:2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std *Except* W4:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 22-23 6-0-0 oc bracing: 14-15. WEBS 1 Row at midpt 10-15, 4-22, 6-19 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)15=2135/0-5-8, (min. 0-2-6), 25=2010/0-5-8, (min. 0-2-2) Max Horiz 25=-47 (LC 5) Max Uplift 15=-228 (LC 5), 25=-217 (LC 5) Max Grav 15=2215 (LC 24), 25=2010 (LC 1) 14 14 Job Truss Truss Type Qty Ply B3 12 13731944Roof Special Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Mon Dec 11 10:12:06 Page: 1 ID:sJtjMAHSnShYuky?Y7PrbbyAyQH-MXGyWTvBHWj9lM66BgtV4XGhT7Fi9yB9IITm7WyA2yO 312 412 212 =2x4 =3x4 =3x4 =3x4 =5x8 =2x4 =4x5 =3x4 =3x6 =3x6 =3x6 =3x6 =5x6 =3x10 =3x6 =3x6 =3x6 =5x6 =3x4 =3x6 =3x4 =3x4 =3x6 =4x8 =2x4 47 4645 4443 42 41 4039 38 37 36 35 34 33 32 31 3029 28 2726 25 48 53 65 54 6257555650 6659 6 58 63 5 67 24 49 234 51 768 71 60 22 64 3 2128201 52 19 61 9 18101711 161270691513 14 W1 T1 T2 T3 T4 W15 B1 B1B2 W9 W10 W11 W12 W13 W14 W8 W2 W3 W4 W5 W6 W7 ST1 ST27 ST12 ST13 ST10 ST11 ST8 ST9ST7ST6ST5 ST4 ST3ST2 ST14 ST15 ST16 ST17 ST18 ST19 ST20 ST21 ST22 ST23 ST24 ST25 ST26 1-0-0 40-0-0 2-10-0 5-8-15 2-10-15 2-10-15 5-11-7 32-10-4 6-1-12 39-0-0 6-7-13 26-10-13 7-3-10 13-0-8 7-2-8 20-3-0 2-8-4 5-7-3 2-10-15 2-10-15 5-9-11 32-10-4 6-1-12 39-0-0 6-9-9 27-0-9 7-2-8 20-3-0 7-5-6 13-0-8 6-4-13 3-0-0 2-2-0 1-6-12 1-6-12 1-8-0 3-2-13 0-11 -7 4-2-3 2-2-10 6-4-13 Scale = 1:72.4 Plate Offsets (X, Y):[6:0-5-0,0-3-0], [40:0-2-4,0-1-8] LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W10,W8,W6:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 46-47,45-46,44-45,43-44,42-43. JOINTS 1 Brace at Jt(s): 50, 51, 54, 55, 59, 60, 63, 66 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 38-0-0. (lb) -Max Horiz 47=-47 (LC 5) Max Uplift All uplift 100 (lb) or less at joint(s) 28, 29, 30, 31, 33, 34, 36, 37, 38, 39, 42, 43, 46 except 41=-106 (LC 24), 44=-686 (LC 24), 47=-113 (LC 5) Max Grav All reactions 250 (lb) or less at joint(s) 30, 33, 37, 41, 44, 46 except 28=528 (LC 26), 29=576 (LC 26), 31=425 (LC 26), 32=272 (LC 9), 34=343 (LC 25), 36=294 (LC 9), 38=300 (LC 22), 39=298 (LC 8), 42=874 (LC 24), 43=1189 (LC 24), 45=368 (LC 23), 47=383 (LC 23) 15 15 Job Truss Truss Type Qty Ply B3GE 2 13731944Roof Special Supported Gable Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Mon Dec 11 10:12:06 Page: 1 ID:IPYqGcLNqlW566nMfw15g6yA4i9-MXGyWTvBHWj9lM66BgtV4XGpn7SD93Y9IITm7WyA2yO 3 12 =1.5x4 =1.5x4 =1.5x4 =1.5x4 =1.5x4 =1.5x4 =1.5x4 =3x4 =1.5x4 10 9 8 7 1 2 3 4 5 6 W1 T1 W2 B1 ST3 ST2 ST1 5-5-8 5-5-8 1-7-10 3-0-0 3-2-13 Scale = 1:26.6 LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 5-5-8 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 5-5-8. (lb) -Max Horiz 10=87 (LC 5) Max Uplift All uplift 100 (lb) or less at joint(s) 8, 10 except 7=-148 (LC 5), 9=-282 (LC 5) Max Grav All reactions 250 (lb) or less at joint(s) 9, 10 except 7=327 (LC 8), 8=305 (LC 8) 16 16 Job Truss Truss Type Qty Ply B4GE 2 13731944Roof Special Supported Gable Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Mon Dec 11 10:12:06 Page: 1 ID:1VN1vX6yRcvNdYxQDafKbvyA4ft-MXGyWTvBHWj9lM66BgtV4XGt67TC9Bo9IITm7WyA2yO 312 3 12 10 1 9 2 11 8 3 12 4 7 13 5 6 W1 T2 B1 B2 W5W4 W1 W2 W2 0-0-14 5-3-12 0-0-14 5-2-14 4-10-15 10-2-11 5-3-13 15-6-8 5-2-0 5-2-0 0-5-8 15-6-8 0-5-8 0-5-8 4-8-8 5-2-0 4-10-5 15-1-0 5-0-11 10-2-11 5-6-15 0-2-4 1-8-4 3-7-14 2-9-4 2-9-4 2-9-11 5-6-15 Scale = 1:37 Plate Offsets (X, Y):[2:0-3-0,0-1-8], [3:0-3-0,0-3-0], [8:0-0-15,0-2-0], [9:0-3-0,0-1-8] LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W5:2x6 DF 1800F 1.6E or 2x6 DF SS, W4:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 3-8-4 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 (lb/size)7=877/0-3-8, (min. 0-1-8), 10=860/0-5-8, (min. 0-1-8) Max Horiz 10=138 (LC 5) Max Uplift 7=-178 (LC 5), 10=-113 (LC 5) Max Grav 7=1113 (LC 8), 10=925 (LC 8) 17 17 Job Truss Truss Type Qty Ply C1 4 13731944Monopitch Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Mon Dec 11 10:12:06 Page: 1 ID:YDXztFtNikUBJHxFdtin3GyAytC-rjpLjpwq2pr0NWhIlOOkdloxvXiJuPjJXyDJgzyA2yN 312 3 12 10 1 9 2 11 8 3 12 4 7 13 5 6 W1 T2 B1 B2 W5W4 W1 W2 W2 0-0-14 5-3-12 0-0-14 5-2-14 4-10-15 10-2-11 5-3-13 15-6-8 5-2-0 5-2-0 0-5-8 15-6-8 0-5-8 0-5-8 4-8-8 5-2-0 4-10-5 15-1-0 5-0-11 10-2-11 5-6-15 0-2-4 1-8-4 3-7-14 2-9-4 2-9-4 2-9-11 5-6-15 Scale = 1:37 Plate Offsets (X, Y):[2:0-3-0,0-1-8], [3:0-3-0,0-3-0], [8:0-0-15,0-2-0], [9:0-3-0,0-1-8] LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W5:2x6 DF 1800F 1.6E or 2x6 DF SS, W4:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 3-8-4 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 (lb/size)7=877/0-3-8, (min. 0-1-8), 10=860/0-5-8, (min. 0-1-8) Max Horiz 10=138 (LC 5) Max Uplift 7=-178 (LC 5), 10=-113 (LC 5) Max Grav 7=1113 (LC 8), 10=925 (LC 8) 18 18 Job Truss Truss Type Qty Ply C1 4 13731944Monopitch Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Mon Dec 11 10:12:06 Page: 1 ID:YDXztFtNikUBJHxFdtin3GyAytC-rjpLjpwq2pr0NWhIlOOkdloxvXiJuPjJXyDJgzyA2yN 312 3 12 =2x4 =5x6 =5x6 =5x6 =5x8 =1.5x4 =5x8 =3x10 H1 9 8 1 10 7 2 11 6 3 12 4 5 W1 T2 T1 W5 B1 W4 W1 W2 W3 W1 0-1-12 5-2-1 4-9-4 9-11-5 5-0-5 5-0-5 5-2-3 15-1-8 0-0-8 0-0-8 0-5-8 15-1-8 4-8-11 14-8-0 4-11-0 9-11-5 4-11-13 5-0-5 1-6-12 1-8-4 5-6-15 3-7-14 3-7-14 0-3-10 3-11 -8 Scale = 1:35.1 Plate Offsets (X, Y):[1:0-3-0,0-1-12], [2:0-3-0,0-3-0], [7:0-1-3,0-2-0], [8:0-3-0,0-1-12] LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W5:2x6 DF 1800F 1.6E or 2x6 DF SS, W4:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 3-10-8 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 (lb/size)6=859/0-3-8, (min. 0-1-8), 9=748/ Mechanical, (min. 0-1-8) Max Horiz 9=127 (LC 5) Max Uplift 6=-184 (LC 5), 9=-80 (LC 5) Max Grav 6=1093 (LC 8), 9=816 (LC 8) 19 19 Job Truss Truss Type Qty Ply C2 2 13731944Roof Special Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Mon Dec 11 10:12:06 Page: 1 ID:k8HPuRdG5nIOlphAFupJaKyAysE-rjpLjpwq2pr0NWhIlOOkdlozTXiZuQ2JXyDJgzyA2yN 312 3 12 =1.5x4 =5x6 =5x6 =5x6 =5x8 =1.5x4 =5x8 =2x6 9 8 1 10 7 2 11 6 3 12 4 5 T2 T1 B1 W1 W5 W4 W1 W2 W3 W1 4-11-0 9-11-5 5-0-5 5-0-5 5-2-3 15-1-8 0-4-0 0-4-0 0-5-8 15-1-8 4-8-11 14-8-0 4-8-5 5-0-5 4-11-0 9-11-5 1-5-14 1-8-4 5-6-1 3-7-0 3-7-0 0-3-10 3-10 -10 Scale = 1:35.1 Plate Offsets (X, Y):[2:0-2-12,0-3-0], [7:0-1-3,0-2-0] LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W5:2x6 DF 1800F 1.6E or 2x6 DF SS, W4,W2,W3:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 3-10-11 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 (lb/size)6=859/0-5-8, (min. 0-1-8), 9=748/ Mechanical, (min. 0-1-8) Max Horiz 9=127 (LC 5) Max Uplift 6=-184 (LC 5), 9=-80 (LC 5) Max Grav 6=1093 (LC 8), 9=816 (LC 8) 20 20 Job Truss Truss Type Qty Ply C4 12 13731944Monopitch Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Mon Dec 11 10:12:06 Page: 1 ID:sS9bKKPP0SMJReaT?LyKAqyAyrE-rjpLjpwq2pr0NWhIlOOkdlo_lXiguZbJXyDJgzyA2yN 312 =M18AHS 5x12 =5x8 =7x8 =5x6 =7x8 =5x8 =4x6 =2x4 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 9 13 14 8 15 16 7 17 18 6 1 10 2 11 3 12 4 5 W1 T2 T1 W7 B1 W2 W3 W4 W5 W6 0-1-12 5-3-7 4-8-7 9-11-13 5-1-11 5-1-11 5-1-11 15-1-8 4-10-3 9-11-13 5-1-11 15-1-8 5-1-11 5-1-11 5-6-15 1-6-12 5-6-15 Scale = 1:35.4 Plate Offsets (X, Y):[2:0-3-0,0-3-0], [7:0-4-0,0-4-12], [8:0-3-8,0-4-4] LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std *Except* W1,W2:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 4-11-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-6 REACTIONS (lb/size)6=4606/0-5-8, (min. 0-2-9), 9=5018/ Mechanical, (min. 0-1-8) Max Horiz 9=128 (LC 5) Max Uplift 6=-345 (LC 5), 9=-273 (LC 5) Max Grav 6=4839 (LC 8), 9=5087 (LC 8) 21 21 Job Truss Truss Type Qty Ply C5GD 2 23731944Jack-Closed Girder Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Mon Dec 11 10:12:06 Page: 1 ID:HOTsoQTcIURq_AIN9qXykOyAyps-MXGyWTvBHWj9lM66BgtV4XGoE7Ii9zl9IITm7WyA2yO 2 12 =2x4 =5x10 =4x5 =3x4 =4x5 =2x6 7 6 5 1 2 8 9 3 10 4 T1 W5 W1 B1 W3 W4 W2 1-0-0 -1-0-0 5-3-12 11-11-8 6-7-12 6-7-12 5-3-12 11-11-8 6-7-12 6-7-12 3-5-15 1-6-0 3-5-15 Scale = 1:29.8 Plate Offsets (X, Y):[2:0-3-4,0-1-12] LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W1:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 5-7-8 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=590/0-3-8, (min. 0-1-8), 7=701/0-5-8, (min. 0-1-8) Max Horiz 7=80 (LC 5) Max Uplift 5=-131 (LC 5), 7=-153 (LC 5) Max Grav 5=749 (LC 8), 7=843 (LC 8) 22 22 Job Truss Truss Type Qty Ply D1 2 13731944Monopitch Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Mon Dec 11 10:12:06 Page: 1 ID:K6p5xkP?o_xzVEn1dd5yZzyA4fV-rjpLjpwq2pr0NWhIlOOkdloz2XmNuUgJXyDJgzyA2yN 212 =2x4 17 16 15 14 13 12 11 10 1 2 18 3 4 5 6 7 8 9 T1 W1 B1 W2 O3 O2 O1ST2 ST1 0-5-4 11-11-8 1-0-0 -1-0-0 11-6-4 11-6-4 0-5-4 11-11-8 11-6-4 11-6-4 3-5-15 1-6-0 3-5-15 Scale = 1:27.5 LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS All bearings 11-11-8. (lb) -Max Horiz 17=97 (LC 5) Max Uplift All uplift 100 (lb) or less at joint(s) 9, 10, 11, 12, 13, 14, 15, 17 except 16=-136 (LC 5) Max Grav All reactions 250 (lb) or less at joint(s) 9, 10, 11, 14, 15, 16 except 12=263 (LC 8), 13=264 (LC 8), 17=278 (LC 7) 23 23 Job Truss Truss Type Qty Ply D1GE 2 13731944Monopitch Supported Gable Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Mon Dec 11 10:12:06 Page: 1 ID:tcU6OAMsJxvPXHEFYHjyjvyA4IJ-rjpLjpwq2pr0NWhIlOOkdlo1zXoUue5JXyDJgzyA2yN 212 =M18AHS 5x12 =4x12 =8x12 =4x5 =8x12 =4x6 =4x8 =1.5x4 HGUS26 HGUS26 HGUS26 HGUS26 HGUS26 8 11 12 7 13 14 6 15 5 1 9 10 2 3 4 T1 W7 W1 B1 W3 W4 W5 W6 W2 3-0-3 8-7-13 3-3-11 11-11-8 5-7-11 5-7-11 3-0-3 8-7-13 3-3-11 11-11-8 5-7-11 5-7-11 3-5-15 1-6-0 3-5-15 Scale = 1:33.1 Plate Offsets (X, Y):[3:0-2-8,0-1-8], [6:0-3-8,0-4-8], [7:0-3-8,0-4-12], [8:Edge,0-2-0] LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std *Except* W5,W2:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E, W1:2x6 DF 1800F 1.6E or 2x6 DF SS BRACING TOP CHORD Structural wood sheathing directly applied or 4-2-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)5=5067/0-3-8, (min. 0-2-13), 8=5003/0-5-8, (min. 0-2-12) Max Horiz 8=72 (LC 5) Max Uplift 5=-244 (LC 5), 8=-215 (LC 5) Max Grav 5=5225 (LC 7), 8=5146 (LC 7) 24 24 Job Truss Truss Type Qty Ply D2GD 2 23731944Monopitch Girder Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Mon Dec 11 10:12:06 Page: 1 ID:GmTHwEdwJpKGH8khE6wPrzyA4fC-rjpLjpwq2pr0NWhIlOOkdloxUXcFuSwJXyDJgzyA2yN 312 =1.5x4 =4x6 =4x5 =3x4 =3x4 =3x4 8 7 6 1 2 9 10 3 11 4 5 T1 W5 W1 B1 W3 W4 W2 1-0-0 -1-0-0 5-11-12 5-11-12 5-11-12 11-11-8 5-11-12 5-11-12 5-11-12 11-11-8 1-6-0 4-5-14 4-8-11 Scale = 1:32.8 Plate Offsets (X, Y):[4:0-0-12,0-1-8] LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 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)6=690/0-3-8, (min. 0-1-8), 8=697/0-5-8, (min. 0-1-8) Max Horiz 8=132 (LC 5) Max Uplift 6=-190 (LC 5), 8=-133 (LC 5) Max Grav 6=904 (LC 8), 8=785 (LC 8) 25 25 Job Truss Truss Type Qty Ply E1 4 13731944Monopitch Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Mon Dec 11 10:12:06 Page: 1 ID:PEW0uGzEXICJXz2sUnchkSyA4HX-rjpLjpwq2pr0NWhIlOOkdlowsXmUuTjJXyDJgzyA2yN 312 =6x8 =3x6 =1.5x4 =1.5x4 =4x5 =3x4 =1.5x4 =1.5x4 =3x6 =1.5x4 =1.5x4 =3x4 =1.5x4 12 11 10 9 14 16 1 13 2 17 15 3 4 5 18 6 7 8 W1 T1 W5 B1 W2 W3 W4 ST1 ST2 ST3 ST4 ST5 1-0-0 -1-0-0 5-11-12 5-11-12 5-11-12 11-11-8 5-11-12 5-11-12 5-11-12 11-11-8 1-6-0 4-5-14 4-8-11 Scale = 1:31.2 LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 14, 15, 16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 11-11-8. (lb) -Max Horiz 12=133 (LC 5) Max Uplift All uplift 100 (lb) or less at joint(s) 10, 11, 12 except 9=-118 (LC 5) Max Grav All reactions 250 (lb) or less at joint(s) except 9=353 (LC 8), 10=385 (LC 8), 11=576 (LC 8), 12=373 (LC 8) 26 26 Job Truss Truss Type Qty Ply E1GE 2 13731944Roof Special Supported Gable Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Mon Dec 11 10:12:06 Page: 1 ID:c53kZiNwT2nSPKrnavn1CpyA4MA-rjpLjpwq2pr0NWhIlOOkdloz7Xn?uVzJXyDJgzyA2yN 312 =M18AHS 10x18 =8x12 =3x6 =12x14 =4x6 =5x8 =1.5x4 HGUS26 HGUS26 HGUS26 HGUS26 HGUS26 HGUS26 9 13 14 8 15 7 16 17 6 1 10 11 2 3 12 4 5 T1 W7 W1 B1 W3 W4 W5 W6 W2 3-4-15 8-3-1 3-8-7 11-11-8 4-10-3 4-10-3 3-4-15 8-3-1 3-8-7 11-11-8 4-10-3 4-10-3 1-6-0 4-5-14 4-8-11 Scale = 1:38.2 Plate Offsets (X, Y):[3:0-2-4,0-1-8], [7:0-3-8,0-6-0], [8:0-6-0,0-5-8], [9:Edge,0-3-8] LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x8 DF 1950F 1.7E or 2x8 DF SS WEBS 2x4 DF Stud/Std *Except* W5,W1,W2:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 4-11-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)6=5556/0-3-8, (min. 0-3-1), 9=6113/0-5-8, (min. 0-3-5) Max Horiz 9=119 (LC 5) Max Uplift 6=-314 (LC 5), 9=-224 (LC 5) Max Grav 6=5770 (LC 8), 9=6200 (LC 8) 27 27 Job Truss Truss Type Qty Ply E2GD 2 23731944Monopitch Girder Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Mon Dec 11 10:12:06 Page: 1 ID:jT7eKLUGs04RfKh4sFtEr0yA4FZ-rjpLjpwq2pr0NWhIlOOkdlozgXhFuSfJXyDJgzyA2yN 3 12 =2x6 =1.5x4 =1.5x4 1 2 4 3 T1 W1 B1 1-0-0 -1-0-0 4-0-0 4-0-0 4-0-0 1-6-10 0-3-14 1-3-14 Scale = 1:22.8 LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std 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)2=309/0-5-8, (min. 0-1-8), 4=167/ Mechanical, (min. 0-1-8) Max Horiz 2=68 (LC 5) Max Uplift 2=-141 (LC 5), 4=-67 (LC 5) Max Grav 2=416 (LC 8), 4=220 (LC 8) 28 28 Job Truss Truss Type Qty Ply M1 8 13731944Monopitch Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Mon Dec 11 10:12:06 Page: 1 ID:04ajNYnJCO51X0WhGIIsq4yA4FB-Q88C5nuxluTSW3yj4Fq1?6AWkJnkhHAsr__f3eyA2yQ 3 12 =2x6 =1.5x4 =1.5x4 1 2 4 3 T1 W1 B1 1-0-0 -1-0-0 4-0-0 4-0-0 4-0-0 1-6-10 0-3-14 1-3-14 Scale = 1:19.9 LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std 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)2=294/4-0-0, (min. 0-1-8), 4=185/4-0-0, (min. 0-1-8) Max Horiz 2=81 (LC 5) Max Uplift 2=-166 (LC 5), 4=-89 (LC 5) Max Grav 2=395 (LC 8), 4=245 (LC 8) 29 29 Job Truss Truss Type Qty Ply M1GE 4 13731944Monopitch Supported Gable Job Reference (optional) Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Mon Dec 11 10:12:06 Page: 1 ID:N2NcQGrS1wkJdoPe3ru1W8yA4F6-Q88C5nuxluTSW3yj4Fq1?6AVmJnchHAsr__f3eyA2yQ