HomeMy WebLinkAboutTRUSS SPECS - 21-00381 - 1258 Stone Dr - New SFR512
=5x6
=3x8
=3x6
=5x6
=3x6
=3x6
=3x6
=3x6
=5x6
=3x8
=3x6
=3x6
=3x6
=3x6
=5x6
=3x6
=3x8
=5x6
1 2
32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17
164333
4434
3 151444535
5 13
6 12
7 11
8 10
9
T2
T1
T2
T3
B1 B1B2
W1 W2
W3 W4
W5
W4 W3
W2 W1
ST12
ST13
ST10
ST11
ST8
ST9
ST6
ST7
ST4
ST5ST3ST2ST1
ST12
ST13
ST10
ST11
ST8
ST9
ST6
ST7
ST4
ST5 ST3 ST2 ST1
1-2-0
-1-2-0
6-0-0
14-10-0
6-0-0
36-10-0
8-0-0
30-10-0
8-0-0
22-10-0
8-10-0
45-8-0
8-10-0
8-10-0
6-0-0
36-10-0
6-0-0
14-10-0
8-0-0
22-10-0
8-0-0
30-10-0
8-10-0
45-8-0
8-10-0
8-10-0
10
-3 -13
0-4-1
9 -10
-3
Scale = 1:77
Plate Offsets (X, Y):[2:0-2-9,Edge], [16:0-2-9,Edge], [18:0-2-8,0-3-0], [26:0-2-8,0-3-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.74 Vert(LL)-0.20 16-17 >999 360 MT20 220/195
TCDL 7.0 Lumber DOL 1.15 BC 0.63 Vert(CT)-0.33 16-17 >747 240
BCLL 0.0 *Rep Stress Incr YES WB 0.85 Horz(CT)0.02 16 n/a n/a
BCDL 7.0 Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.14 16-17 >999 240 Weight: 314 lb FT = 20%
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* W4,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 3-8-11 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 9-22
JOINTS 1 Brace at Jt(s): 33, 34, 35, 43,
44, 45
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 25-10-0. except 16=0-5-8
(lb) -Max Horiz 2=185 (LC 10)
Max Uplift All uplift 100 (lb) or less at joint(s) 2, 23, 24, 25, 31 except
16=-177 (LC 11), 21=-179 (LC 11), 22=-292 (LC 11), 26=-167
(LC 22), 29=-193 (LC 10), 32=-109 (LC 10)
Max Grav All reactions 250 (lb) or less at joint(s) 24, 25, 27, 28, 30, 31
except 2=317 (LC 21), 16=774 (LC 22), 21=588 (LC 22),
22=1485 (LC 1), 23=253 (LC 1), 26=296 (LC 21), 29=564 (LC
21), 32=314 (LC 1)
1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 4-5=-37/435, 5-6=-131/758, 6-7=-104/785, 7-8=-61/783, 8-9=-18/762, 9-10=-13/748, 10-11=-69/808, 11-12=-105/783,
12-13=-123/740, 13-14=-296/136, 14-15=-930/313, 15-16=-1212/309
BOT CHORD 25-26=-336/249, 24-25=-336/249, 23-24=-336/249, 22-23=-336/249, 17-18=-192/992, 16-17=-192/992
WEBS 4-29=-543/213, 4-26=-335/203, 5-26=-184/332, 5-35=-449/226, 34-35=-452/227, 33-34=-451/227, 22-33=-455/229,
9-22=-641/61, 22-43=-1041/387, 43-44=-1094/406, 44-45=-1059/392, 13-45=-1037/385, 13-18=-159/581,
14-18=-974/363, 14-17=0/292, 10-43=-316/133, 21-43=-402/165
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior (2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult
qualified building designer as per ANSI/TPI 1.
4)All plates are 2x4 MT20 unless otherwise indicated.
5)Gable studs spaced at 2-0-0 oc.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 23, 24, 25, 31 except (jt=lb) 29=193, 26=167, 22=292,
16=177, 32=109, 21=178.
9)This truss is designed in accordance with the 2015 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 .
A01 1 121-010932T Common Structural Gable Job Reference (optional)
Run: 8.42 S Feb 10 2021 Print: 8.420 S Feb 10 2021 MiTek Industries, Inc. Mon Jun 21 16:05:25 Page: 1
ID:i_B5Y8EDzzo?rCrpOz3QEmzCdIQ-nXx65ilQXpXsQjl5of5V4k2Ulm?8EIXPeVikeXz4?9Q
512
=4x5
=7x10
=5x8
=3x6
=6x8
=5x6
=6x8
=5x6
=5x6
=6x8
=3x6
=5x8
=7x10
=4x5
1 2
15 16 17 14 13 12 18 19 11
10
3 9
84
75
6
T2
T1
T2
T3
B1 B1B2B2
W5
W1 W1
W6
W3W2
W4 W5 W4
W3 W2
1-2-0
-1-2-0
2-9-4
22-10-0
2-9-4
25-7-4
4-7-8
30-2-12
4-7-8
20-0-12
7-3-2
37-5-14
7-3-2
15-5-4
8-2-2
8-2-2
8-2-2
45-8-0
0-2-12
25-10-0
2-9-4
22-10-0
2-9-4
25-7-4
9-10-0
35-8-0
10-0-0
45-8-0
10-0-0
10-0-0
10-0-12
20-0-12
10
-3 -13
0-4-1
9 -10
-3
Scale = 1:77.2
Plate Offsets (X, Y):[11:0-4-0,0-3-0], [12:0-3-8,0-3-0], [14:0-3-8,0-3-0], [15:0-4-0,0-3-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.71 Vert(LL)-0.26 14-15 >999 360 MT20 220/195
TCDL 7.0 Lumber DOL 1.15 BC 0.51 Vert(CT)-0.38 14-15 >801 240
BCLL 0.0 *Rep Stress Incr YES WB 0.81 Horz(CT)0.03 12 n/a n/a
BCDL 7.0 Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.14 10-11 >999 240 Weight: 241 lb FT = 20%
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 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
*Except* W1:2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-8-13 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except:
9-11-1 oc bracing: 2-15.
WEBS 1 Row at midpt 6-13, 5-13, 7-12
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)2=1033/0-5-8, (min. 0-1-8), 10=554/ Mechanical, (min. 0-1-8),
12=2982/0-5-8, (min. 0-3-3)
Max Horiz 2=185 (LC 10)
Max Uplift 2=-256 (LC 10), 10=-167 (LC 11), 12=-475 (LC 10)
Max Grav 2=1138 (LC 21), 10=709 (LC 22), 12=2982 (LC 1)
2 2FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1830/433, 3-4=-1503/423, 4-5=-212/319, 5-6=0/543, 6-7=0/541, 7-8=-176/1135, 8-9=-751/330, 9-10=-1085/278
BOT CHORD 2-15=-433/1571, 15-16=-148/655, 16-17=-148/655, 14-17=-148/655, 13-14=-285/283, 12-13=-991/497, 12-18=-511/267,
18-19=-511/267, 11-19=-511/267, 10-11=-230/893
WEBS 7-13=-435/1633, 3-15=-634/327, 9-11=-669/343, 6-13=-566/40, 4-14=-933/389, 4-15=-272/957, 5-14=-233/914,
5-13=-1097/358, 7-12=-2076/627, 8-12=-947/396, 8-11=-296/1004
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior (2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members, with BCDL = 7.0psf.
5)Refer to girder(s) for truss to truss connections.
6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 256 lb uplift at joint 2, 167 lb uplift at joint 10 and 475 lb uplift at joint 12.
7)This truss is designed in accordance with the 2015 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 .
A02 2 121-010932T Common Job Reference (optional)
Run: 8.42 S Feb 10 2021 Print: 8.420 S Feb 10 2021 MiTek Industries, Inc. Mon Jun 21 16:05:25 Page: 1
ID:Azc65TbX4E6TZ8uGhCMF9LzCgSf-nXx65ilQXpXsQjl5of5V4k2UEm10EJ9PeVikeXz4?9Q
512
=4x12 =2x4
=3x4
=7x10
=2x4
=4x5
=8x12
=8x12
=2x4 =4x5
=5x8
=6x8
=6x8
=3x6
=3x6 =3x6
=7x10
=4x5
1
17 14
13 18 12 19 1120 10
91615
2
3 8
4
75
6
T2
T1
T3
T4
B1 B5 B7B6
B2 B3
B4
W4
W3 W5 W6
W7
W8 W9
W10W2W1
0-4-1 2-11-8
0-9-2
-0-9-2
3-7-3
10-0-14
6-0-0
16-0-14
6-0-0
22-0-14
6-5-11
6-5-11
7-3-2
36-8-12
7-4-12
29-5-9
8-2-2
44-10-14
0-0-5
24-10-2
0-9-2
-0-9-2
2-2-6
2-2-6
3-7-2
34-10-14
3-7-3
10-0-14
4-3-5
6-5-11
6-0-0
16-0-14
6-5-10
31-3-12
8-8-15
24-9-13
10-0-0
44-10-14
0-7-14 0-4-10-9 -4
9 -10
-3
Scale = 1:76.5
Plate Offsets (X, Y):[1:0-9-3,Edge], [2:0-9-4,Edge], [2:0-1-4,0-0-11], [12:0-4-0,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.74 Vert(LL)-0.27 10-12 >890 360 MT20 220/195
TCDL 7.0 Lumber DOL 1.15 BC 0.49 Vert(CT)-0.37 9-10 >644 240
BCLL 0.0 *Rep Stress Incr YES WB 0.92 Horz(CT)0.09 12 n/a n/a
BCDL 7.0 Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.14 9-10 >999 240 Weight: 247 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
*Except* T1:2x8 DF 1950F 1.7E or 2x8 DF SS
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
*Except* B2,B4:2x4 DF Stud/Std, B3:2x6 DF 1800F 1.6E or 2x6 DF SS
WEBS 2x4 DF Stud/Std *Except* W3,W6,W7,W8,W9:2x4 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 5-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 5-12, 6-12
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)1=721/0-5-8, (min. 0-5-6), 9=388/ Mechanical, (min. 0-1-8),
12=3263/0-5-8, (min. 0-3-8)
Max Horiz 1=168 (LC 10)
Max Uplift 1=-161 (LC 10), 9=-171 (LC 11), 12=-566 (LC 10)
Max Grav 1=830 (LC 21), 9=664 (LC 22), 12=3263 (LC 1)
3 3FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-432/183, 2-3=-1864/408, 3-4=-1126/267, 4-5=-1133/366, 5-6=-166/1169, 6-7=-302/1661, 7-8=-629/757,
8-9=-960/705
BOT CHORD 2-16=-462/1740, 15-16=-462/1742, 4-15=-385/215, 13-18=-269/232, 12-18=-269/232, 12-19=-906/367, 11-19=-906/367,
11-20=-906/367, 10-20=-906/367, 9-10=-623/775
WEBS 13-15=-256/209, 5-15=-375/1136, 5-13=0/273, 5-12=-1200/428, 6-12=-1588/410, 7-12=-1073/458, 7-10=-283/978,
8-10=-644/329, 3-15=-872/264
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior (2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
3)The Fabrication Tolerance at joint 6 = 8%
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members, with BCDL = 7.0psf.
6)Refer to girder(s) for truss to truss connections.
7)Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 161 lb uplift at joint 1, 566 lb uplift at joint 12 and 171 lb uplift at joint 9.
9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
10)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply .
A03 5 121-010932T Roof Special Job Reference (optional)
Run: 8.42 S Feb 10 2021 Print: 8.420 S Feb 10 2021 MiTek Industries, Inc. Mon Jun 21 16:05:25 Page: 1
ID:qWyDbK0i1P9S6mINgUBJxbzCtwa-nXx65ilQXpXsQjl5of5V4k2Ulm1JEHRPeVikeXz4?9Q
512
212=4x5
=5x8
=5x8
=3x6
=8x12
=3x4
=3x4
=5x6
=6x8
=3x6
=5x8
=7x10
=4x5
1 2
12
11 15 16 10
914
13
3 8
4
7
5
6
T2
T1
T2
T3
B2
B1
B3
B4 B5
W1
W2
W3
W5
W4
W6
W7 W8
W9
1-2-0
-1-2-0
2-7-4
22-10-0
5-5-12
13-7-13
6-6-15
20-2-12
7-3-2
37-5-14
7-4-12
30-2-12
8-2-2
8-2-2
8-2-2
45-8-0
0-2-12
25-10-0
0-5-8
0-5-8
5-6-4
25-7-4
9-7-12
20-1-0
9-10-0
35-8-0
10-0-0
45-8-0
9-11-12
10-5-4
10
-3 -13
0-4-1
3 -3 -4
9 -10
-3
3 -3 -4
Scale = 1:78.9
Plate Offsets (X, Y):[3:0-4-0,0-3-4], [10:0-4-0,0-3-0], [13:0-6-0,0-3-9], [14:0-4-0,0-3-4]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.79 Vert(LL)-0.29 10-11 >832 360 MT20 220/195
TCDL 7.0 Lumber DOL 1.15 BC 0.57 Vert(CT)-0.44 2-14 >700 240
BCLL 0.0 *Rep Stress Incr YES WB 0.92 Horz(CT)0.09 11 n/a n/a
BCDL 7.0 Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.16 2-14 >999 240 Weight: 218 lb FT = 20%
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* W6,W7,W8:2x4 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 2-2-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except:
9-0-11 oc bracing: 2-14.
WEBS 1 Row at midpt 4-13, 6-11
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)2=868/0-5-8, (min. 0-1-8), 9=337/ Mechanical, (min. 0-1-8),
11=3363/0-5-8, (min. 0-3-9)
Max Horiz 2=185 (LC 10)
Max Uplift 2=-209 (LC 10), 9=-253 (LC 21), 11=-583 (LC 10)
Max Grav 2=942 (LC 21), 9=687 (LC 22), 11=3363 (LC 1)
4 4FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2008/496, 3-4=-1432/353, 4-5=-212/1037, 5-6=-115/991, 6-7=-278/1786, 7-8=-689/978, 8-9=-1020/926
BOT CHORD 2-14=-515/1766, 13-14=-204/670, 5-13=-459/212, 11-15=-1110/348, 15-16=-1110/348, 10-16=-1110/348, 9-10=-827/831
WEBS 3-14=-626/321, 4-14=-223/939, 4-13=-1313/507, 11-13=-1207/614, 6-13=-147/642, 6-11=-1826/338, 7-11=-1072/458,
7-10=-281/981, 8-10=-643/328
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior (2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members, with BCDL = 7.0psf.
5)Refer to girder(s) for truss to truss connections.
6)Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 583 lb uplift at joint 11, 253 lb uplift at joint 9 and 209 lb uplift at joint 2.
8)This truss is designed in accordance with the 2015 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 .
A04 3 121-010932T Roof Special Job Reference (optional)
Run: 8.42 S Feb 10 2021 Print: 8.420 S Feb 10 2021 MiTek Industries, Inc. Mon Jun 21 16:05:25 Page: 1
ID:iNIIMWLPlgVrbNsceXOA20zCgMX-FjVUI2m3I7fj2tKHMMckdybejAMJzjhYt9SHAzz4?9P
512
212=6x12
=2x4
=4x5
=5x6
=7x10
=3x6
=4x5
=3x6
=7x10
=5x6
=3x6
=7x10
=5x8
=6x8
=6x8
=7x10
=4x5
12111
13
2 19 14
10
18
3
1517
4
16
9
5
8
6
7
T2
T1
T3
T4B2
B1
B3
B4
B5
W8
W9
W11 W12
W13 W14
W7
W1
W2 W3
W4 W5
W6
W10
1-2-0
-1-2-0
1-2-0
46-10-0
2-11-11
8-2-2
3-11-8
45-8-0
4-4-14
22-10-0
5-0-2
18-5-2
5-2-7
5-2-7
5-2-14
13-5-0
5-11-15
28-9-15
6-3-8
41-8-8
6-7-1
35-5-0
0-5-8
0-5-8
3-11-8
45-8-0
4-9-8
16-0-2
5-0-14
21-1-0
5-4-4
11-2-10
5-4-14
5-10-6
6-3-8
41-8-8
6-7-1
35-5-0
7-8-15
28-9-15
10
-3 -13
0-4-1
9 -10
-3
3 -5 -4
Scale = 1:80.6
Plate Offsets (X, Y):[2:0-5-6,Edge], [4:0-3-0,0-3-4], [9:0-4-0,0-3-0], [13:0-7-0,0-0-8], [15:0-5-0,0-4-8], [18:0-2-8,0-4-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.75 Vert(LL)-0.69 17-18 >723 360 MT20 220/195
TCDL 7.0 Lumber DOL 1.15 BC 0.77 Vert(CT)-0.97 17-18 >515 240
BCLL 0.0 *Rep Stress Incr YES WB 0.59 Horz(CT)0.46 13 n/a n/a
BCDL 7.0 Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.36 17-18 >999 240 Weight: 249 lb FT = 20%
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 *Except* B5:2x4 DF 1800F 1.6E or
2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std *Except* W8,W9,W13:2x4 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 2-0-5 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 8-16
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (lb/size)2=2127/0-5-8, (min. 0-2-4), 13=2551/0-5-8, (min. 0-2-12)
Max Horiz 2=-177 (LC 11)
Max Uplift 2=-440 (LC 10), 13=-505 (LC 11)
5 5FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-6889/1845, 3-4=-6696/1839, 4-5=-6210/1695, 5-6=-5246/1452, 6-7=-4238/1180, 7-8=-3486/967, 8-9=-4035/1072,
9-10=-3508/838, 10-11=-482/693
BOT CHORD 2-19=-1617/6314, 18-19=-1555/6200, 17-18=-1241/5385, 16-17=-884/4439, 15-16=-706/3689, 14-15=-616/3222,
13-14=-578/515, 11-13=-559/500
WEBS 7-16=-674/2603, 8-16=-754/297, 9-15=-89/486, 9-14=-893/354, 10-14=-1098/3706, 10-13=-2352/813, 6-16=-1009/395,
4-18=-542/238, 5-18=-180/650, 5-17=-824/341, 6-17=-294/917
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior (2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
5)Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 505 lb uplift at joint 13 and 440 lb uplift at joint 2.
7)This truss is designed in accordance with the 2015 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 .
A05 4 121-010932T Roof Special Job Reference (optional)
Run: 8.42 S Feb 10 2021 Print: 8.420 S Feb 10 2021 MiTek Industries, Inc. Mon Jun 21 16:05:25 Page: 1
ID:jp28TqBOjhn8Su206Ad2lHzCgK8-FjVUI2m3I7fj2tKHMMckdybfMAI8zotYt9SHAzz4?9P
512
212=5x8
=5x8
=2x4
=4x5
=5x8
=12x12
=2x4
=3x6
=4x5
=3x6
=12x12
=6x8
=3x6
=4x5
=5x6
=3x4
=12x12
=3x6
=4x12 =4x12
1 14
13
12220
1519
3
1618
11
4
17
5 10
6
9
7
8
T2
T1
T3
T4B2
B1
B3 B4
B5
W9
W10 W11
W12
W14
W13
W15W1
W2 W3
W4
W5 W6
W7 W8
1-2-0
-1-2-0
2-11-11
8-2-2
3-0-8
11-2-10
3-1-3
14-3-13
4-1-4
18-5-2
4-6-1
33-4-0
4-4-14
22-10-0
5-2-7
5-2-7
5-9-4
39-1-4
5-11-15
28-9-15
6-6-12
45-8-0
0-5-8
0-5-8
4-4-5
33-2-4
4-9-8
16-0-2
5-0-14
21-1-0
5-4-4
11-2-10
5-4-14
5-10-6
5-11-0
39-1-4
6-6-12
45-8-0
7-8-15
28-9-15
10
-3 -13
0-4-1 1 -5 -1
9 -10
-3
1 -5 -1
1 -5 -1
2 -0 -3
3 -5 -4
Scale = 1:79.8
Plate Offsets (X, Y):[2:0-4-6,0-0-12], [4:0-4-0,0-3-0], [10:0-2-12,0-3-4], [12:Edge,0-0-4], [13:0-3-8,0-2-0], [15:0-7-0,0-7-0], [17:0-6-0,0-5-9], [19:0-6-0,0-6-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.83 Vert(LL)-0.91 17-18 >596 360 MT20 220/195
TCDL 7.0 Lumber DOL 1.15 BC 0.83 Vert(CT)-1.28 17-18 >425 240
BCLL 0.0 *Rep Stress Incr YES WB 0.65 Horz(CT)0.58 12 n/a n/a
BCDL 7.0 Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.45 17-18 >999 240 Weight: 266 lb FT = 20%
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 *Except* B3:2x6 DF 1800F 1.6E or
2x6 DF SS, B4,B5:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N
1800F 1.6E
WEBS 2x4 DF Stud/Std *Except* W9,W10,W14:2x4 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.
BOT CHORD Rigid ceiling directly applied or 5-10-4 oc bracing.
WEBS 1 Row at midpt 9-17
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)2=2347/0-5-8, (min. 0-2-7), 12=2221/ Mechanical, (min. 0-1-8)
Max Horiz 2=186 (LC 14)
Max Uplift 2=-466 (LC 10), 12=-428 (LC 11)
6 6FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-7671/2139, 3-4=-7455/2120, 4-5=-7254/2062, 5-6=-7222/2118, 6-7=-6254/1827, 7-8=-5180/1527, 8-9=-4223/1240,
9-10=-5399/1583, 10-11=-6319/1820, 11-12=-5080/1453
BOT CHORD 2-20=-1930/7061, 19-20=-1896/7071, 18-19=-1543/6159, 17-18=-1248/5335, 16-17=-1205/5002, 15-16=-1494/5780,
10-15=-126/501, 12-13=-1268/4584
WEBS 8-17=-912/3254, 9-17=-1308/466, 9-16=-116/549, 10-16=-975/361, 13-15=-1281/4592, 11-15=-223/1171,
11-13=-1215/416, 4-19=-392/161, 6-19=-320/953, 6-18=-776/316, 7-18=-328/1026, 7-17=-1039/401
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior (2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
5)Refer to girder(s) for truss to truss connections.
6)Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 428 lb uplift at joint 12 and 466 lb uplift at joint 2.
8)This truss is designed in accordance with the 2015 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 .
A06 1 121-010932T Roof Special Job Reference (optional)
Run: 8.42 S Feb 10 2021 Print: 8.420 S Feb 10 2021 MiTek Industries, Inc. Mon Jun 21 16:05:25 Page: 1
ID:xBDWJx0gYFz85GPHvY0BwBzCddM-jv3sVOmh3Rnaf1vTw47z997psZdUiEAi6pBqiPz4?9O
512
212=5x8
=5x8
=2x4
=4x5
=5x8
=2x4
=12x12
=3x6
=4x5
=3x6
=8x12
=6x8
=8x12
=3x4
=3x4
=3x6
=7x10
=5x6
=3x6
=2x4
=4x12
1 16
15 14
13221
20
3 12
19 17
4
18
115
6 10
7
98
T2
T1
T3
T4B2
B1
B3
B4
B5 B6
W9
W12
W11
W13
W6
W7 W8
W5
W4
W1
W2 W3 W14 W15
W16
W10
1-2-0
-1-2-0
1-3-12
24-1-12
3-0-10
8-2-0
3-0-10
11-2-10
3-1-3
14-3-13
4-1-4
18-5-2
4-4-14
22-10-0
4-7-11
35-7-12
4-8-7
40-4-2
5-1-6
5-1-6
5-3-14
45-8-0
6-10-5
31-0-1
0-5-8
0-5-8
2-11-0
24-0-0
4-6-2
11-2-10
4-9-8
16-0-2
5-0-14
21-1-0
6-3-1
6-8-9
7-0-1
38-0-2
7-0-1
31-0-1
7-7-14
45-8-0
10
-3 -13
0-4-1 2 -11
-7
9 -10
-3
2 -11
-7
2 -11
-7 0 -5 -13
3 -5 -4
Scale = 1:80.1
Plate Offsets (X, Y):[2:0-4-6,0-0-12], [4:0-4-0,0-3-0], [11:0-3-0,0-3-0], [13:Edge,0-0-4], [15:0-4-0,Edge], [17:0-5-8,0-4-0], [20:0-6-0,0-6-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.73 Vert(LL)-0.86 18-19 >632 360 MT20 220/195
TCDL 7.0 Lumber DOL 1.15 BC 0.79 Vert(CT)-1.21 18-19 >451 240
BCLL 0.0 *Rep Stress Incr YES WB 0.78 Horz(CT)0.53 13 n/a n/a
BCDL 7.0 Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.43 19-20 >999 240 Weight: 278 lb FT = 20%
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 *Except* B4,B5,B6:2x4 DF 1800F
1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std *Except* W9,W12,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 1-11-2 oc purlins.
BOT CHORD Rigid ceiling directly applied or 5-9-13 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=2347/0-5-8, (min. 0-2-7), 13=2221/ Mechanical, (min. 0-1-8)
Max Horiz 2=186 (LC 14)
Max Uplift 2=-466 (LC 10), 13=-428 (LC 11)
7 7FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-7838/2212, 3-4=-7485/2104, 4-5=-7219/2056, 5-6=-7184/2109, 6-7=-6263/1827, 7-8=-5231/1543, 8-9=-4689/1482,
9-10=-4757/1394, 10-11=-3999/1236, 11-12=-4779/1412, 12-13=-5119/1489
BOT CHORD 2-21=-2002/7226, 20-21=-1882/7050, 19-20=-1542/6161, 18-19=-1263/5383, 17-18=-847/4093, 9-17=-479/239,
14-15=-1102/4127, 13-14=-1313/4635
WEBS 8-18=-681/2563, 15-17=-990/3932, 10-17=-118/731, 10-15=-1082/298, 6-19=-753/311, 7-19=-303/975, 7-18=-1015/396,
6-20=-312/905, 3-21=-316/181, 4-20=-411/152, 11-15=-669/261, 11-14=-100/449, 12-14=-416/217, 8-17=-470/1257
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior (2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
5)Refer to girder(s) for truss to truss connections.
6)Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 428 lb uplift at joint 13 and 466 lb uplift at joint 2.
8)This truss is designed in accordance with the 2015 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 .
A07 2 121-010932T Roof Special Job Reference (optional)
Run: 8.42 S Feb 10 2021 Print: 8.420 S Feb 10 2021 MiTek Industries, Inc. Mon Jun 21 16:05:25 Page: 1
ID:cGP2swZ18U8NVPGF5fD3LHzCdUv-jv3sVOmh3Rnaf1vTw47z997qPZd5iC8i6pBqiPz4?9O
512
212=6x12
=2x4
=4x5
=3x6
=8x12
=5x8
=3x6
=4x5
=3x6
=12x12
=3x4
=3x4
=12x12
=8x12
=3x6
=5x8
=5x6
=3x6
=2x4
=4x12
1 17
16 22 15 14
13221
20
3 12
19
18
4
115
6
10
7
8
9
T2
T1
T3
T4B2
B1
B3
B4 B5
W9
W13
W8W7
W6W5
W4
W3W2
W1
W14 W15
W16
W11
W12
W10
1-2-0
-1-2-0
2-2-10
20-7-12
2-2-4
22-10-0
3-0-10
8-2-0
3-0-10
11-2-10
3-1-3
14-3-13
4-1-4
18-5-2
4-8-7
40-4-2
5-1-6
5-1-6
5-3-14
45-8-0
6-1-8
35-7-12
6-8-4
29-6-4
0-5-8
0-5-8
2-4-0
22-10-0
4-5-14
20-6-0
4-6-2
11-2-10
4-9-8
16-0-2
6-3-1
6-8-9
6-8-4
29-6-4
7-7-14
45-8-0
8-5-14
38-0-2
10
-3 -13
0-4-1
3 -4 -1
9 -10
-3
3 -4 -1
Scale = 1:78.9
Plate Offsets (X, Y):[2:0-5-6,Edge], [5:0-4-0,0-3-0], [11:0-3-0,0-3-4], [13:Edge,0-0-4], [15:0-4-0,0-3-4], [18:0-5-4,0-3-12], [20:0-5-4,0-4-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.81 Vert(LL)-1.01 18-19 >537 360 MT20 220/195
TCDL 7.0 Lumber DOL 1.15 BC 0.84 Vert(CT)-1.42 18-19 >383 240
BCLL 0.0 *Rep Stress Incr YES WB 0.86 Horz(CT)0.73 13 n/a n/a
BCDL 7.0 Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.49 18-19 >999 240 Weight: 265 lb FT = 20%
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* B2,B1:2x6 DF 1800F 1.6E or 2x6 DF SS
WEBS 2x4 DF Stud/Std *Except* W9,W14,W11,W12,W10:2x4 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 1-9-6 oc purlins.
BOT CHORD Rigid ceiling directly applied or 5-10-0 oc bracing.
WEBS 1 Row at midpt 10-16
WEBS 2 Rows at 1/3 pts 9-16
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (lb/size)2=2347/0-5-8, (min. 0-2-7), 13=2221/ Mechanical, (min. 0-1-8)
Max Horiz 2=185 (LC 14)
Max Uplift 2=-466 (LC 10), 13=-428 (LC 11)
8 8FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-7800/2202, 3-4=-7534/2127, 4-5=-7127/2038, 5-6=-7118/2102, 6-7=-6184/1810, 7-8=-5202/1541, 8-9=-5085/1546,
9-10=-3002/1010, 10-11=-3848/1190, 11-12=-4788/1410, 12-13=-5118/1483
BOT CHORD 2-21=-1987/7163, 20-21=-1873/6999, 19-20=-1523/6071, 18-19=-1233/5271, 16-22=-848/3469, 15-22=-848/3469,
14-15=-1113/4142, 13-14=-1306/4631
WEBS 9-18=-1437/6086, 10-15=-110/563, 7-18=-1013/380, 7-19=-327/1026, 6-19=-750/315, 6-20=-320/922, 4-20=-460/172,
11-15=-819/320, 11-14=-82/448, 12-14=-391/206, 9-16=-3139/569, 10-16=-1159/424, 16-18=-983/4784
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior (2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
3)The Fabrication Tolerance at joint 18 = 16%
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members, with BCDL = 7.0psf.
6)Refer to girder(s) for truss to truss connections.
7)Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 428 lb uplift at joint 13 and 466 lb uplift at joint 2.
9)This truss is designed in accordance with the 2015 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 .
A08 3 121-010932T Roof Special Job Reference (optional)
Run: 8.42 S Feb 10 2021 Print: 8.420 S Feb 10 2021 MiTek Industries, Inc. Mon Jun 21 16:05:25 Page: 1
ID:pduKzS9uWXDtnSCaBJaTZczCdRY-FjVUI2m3I7fj2tKHMMckdybePAH5zkdYt9SHAzz4?9P
512
212
1212
71.9912
=6x12
=2x4
=4x5
=5x8
=2x4
=6x12
=3x6
=4x5
=3x6
=12x12
=3x4
=3x4 =8x12
=12x12
=3x6
=5x8
=5x6
=3x6
=2x4
=5x8
14118
17 23 16 15
13222
21
3 12
20
19
4
115
6
10
7
8
9
T2
T1
T3
T4B2
B1
B3
B4 B5
W11
W10
W9
W8W7
W6W5
W4
W3W2
W1
W12 W13
W14 W15
W16
1-2-0
-1-2-0
1-2-0
46-10-0
2-2-10
20-7-12
2-2-4
22-10-0
3-0-10
8-2-0
3-0-10
11-2-10
3-1-3
14-3-13
4-1-4
18-5-2
4-8-7
40-4-2
5-1-6
5-1-6
5-3-14
45-8-0
6-1-8
35-7-12
6-8-4
29-6-4
0-0-10
10-8-9
0-5-8
0-5-8
0-6-2
11-2-10
2-4-0
22-10-0
3-11-7
10-7-15
4-5-14
20-6-0
4-9-8
16-0-2
6-3-1
6-8-9
6-8-4
29-6-4
7-7-14
45-8-0
8-5-14
38-0-2
10
-3 -13
0-4-1
0-0-2
3 -4 -1
9 -10
-3
1 -8 -7
1 -8 -7 1 -7 -11
3 -4 -1
Scale = 1:81.5
Plate Offsets (X, Y):[2:0-5-6,Edge], [4:0-4-0,0-3-0], [11:0-3-0,0-3-4], [13:0-2-5,Edge], [16:0-4-0,0-3-4], [19:0-5-4,0-4-0], [21:0-4-0,0-3-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.81 Vert(LL)-1.00 19-20 >544 360 MT20 220/195
TCDL 7.0 Lumber DOL 1.15 BC 0.84 Vert(CT)-1.40 19-20 >388 240
BCLL 0.0 *Rep Stress Incr YES WB 0.85 Horz(CT)0.72 13 n/a n/a
BCDL 7.0 Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.48 19-20 >999 240 Weight: 267 lb FT = 20%
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* B2,B1:2x6 DF 1800F 1.6E or 2x6 DF SS
WEBS 2x4 DF Stud/Std *Except* W11,W10,W9,W12,W14:2x4 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 1-9-9 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 10-17
WEBS 2 Rows at 1/3 pts 9-17
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (lb/size)2=2337/0-5-8, (min. 0-2-7), 13=2337/0-5-8, (min. 0-2-8)
Max Horiz 2=-177 (LC 11)
Max Uplift 2=-464 (LC 10), 13=-464 (LC 11)
9 9FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-7761/2165, 3-4=-7494/2090, 4-5=-7083/1996, 5-6=-7076/2063, 6-7=-6141/1769, 7-8=-5159/1500, 8-9=-5043/1507,
9-10=-2976/1000, 10-11=-3801/1172, 11-12=-4651/1354, 12-13=-4941/1410
BOT CHORD 2-22=-1918/7127, 21-22=-1801/6961, 20-21=-1450/6031, 19-20=-1161/5231, 17-23=-797/3426, 16-23=-797/3426,
15-16=-1044/4056, 13-15=-1195/4441
WEBS 9-17=-3123/511, 17-19=-904/4740, 9-19=-1356/6042, 7-19=-1013/379, 7-20=-326/1025, 6-20=-750/315, 6-21=-322/925,
4-21=-464/176, 10-17=-1135/414, 10-16=-100/541, 11-16=-775/299, 11-15=-49/380, 12-15=-315/171
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior (2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
3)The Fabrication Tolerance at joint 19 = 16%
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members, with BCDL = 7.0psf.
6)Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 464 lb uplift at joint 2 and 464 lb uplift at joint 13.
8)This truss is designed in accordance with the 2015 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 .
A09 2 121-010932T Roof Special Job Reference (optional)
Run: 8.42 S Feb 10 2021 Print: 8.420 S Feb 10 2021 MiTek Industries, Inc. Mon Jun 21 16:05:25 Page: 1
ID:kkafvpV0WL?iusIcMHXClpzCdNE-FjVUI2m3I7fj2tKHMMckdybePAH5zknYt9SHAzz4?9P
512
=5x8
=3x6
=3x6
=5x6
=3x6
=3x8
=7x10
=3x6
=5x6
=3x6
=3x6
=5x8
1112
32 31 30 29 28 27 26 25 59 24 23 22 21 20 60 19 18 17 16 15 14 13 12
10
9384
5 7
6
T1
T2
T1
T2
B1 B2 B1
W1 W2
W3 W4
W5
W4 W3
W2 W1
ST12
ST13
ST10
ST11
ST8
ST9
ST6
ST7
ST4
ST5ST3ST2ST1
ST12
ST13
ST10
ST11
ST8
ST9
ST6
ST7
ST4
ST5 ST3 ST2 ST1
1-2-0
-1-2-0
1-2-0
46-10-0
6-0-0
36-10-0
6-0-0
14-10-0
8-0-0
30-10-0
8-0-0
22-10-0
8-10-0
8-10-0
8-10-0
45-8-0
6-0-0
36-10-0
6-0-0
14-10-0
8-0-0
30-10-0
8-0-0
22-10-0
8-10-0
8-10-0
8-10-0
45-8-0
10
-3 -13
0-4-1
9 -10
-3
Scale = 1:79.1
Plate Offsets (X, Y):[2:0-2-5,Edge], [10:0-2-5,Edge], [18:0-2-8,0-3-0], [26:0-2-8,0-3-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.71 Vert(LL)-0.03 2-32 >999 360 MT20 220/195
TCDL 7.0 Lumber DOL 1.15 BC 0.67 Vert(CT)-0.04 2-32 >971 240
BCLL 0.0 *Rep Stress Incr YES WB 0.37 Horz(CT)0.01 10 n/a n/a
BCDL 7.0 Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.02 2-32 >999 240 Weight: 315 lb FT = 20%
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* W4,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.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 5-22, 6-22, 7-22
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS All bearings 45-8-0. except 10=0-3-8
(lb) -Max Horiz 2=-177 (LC 15)
Max Uplift All uplift 100 (lb) or less at joint(s) 2, 10, 13, 31 except 12=-116
(LC 11), 15=-167 (LC 11), 18=-192 (LC 11), 22=-223 (LC 10),
26=-207 (LC 10), 29=-194 (LC 10), 32=-117 (LC 10)
Max Grav All reactions 250 (lb) or less at joint(s) 13, 14, 16, 17, 19, 20,
21, 23, 24, 25, 27, 28, 30, 31 except 2=337 (LC 21), 10=351
(LC 22), 12=322 (LC 22), 15=582 (LC 1), 18=577 (LC 22),
22=825 (LC 1), 26=574 (LC 21), 29=600 (LC 1), 32=332 (LC
21)
10 10FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 9-10=-263/94
WEBS 4-29=-580/224, 5-26=-526/179, 6-22=-669/180, 7-18=-525/171, 8-15=-561/215
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior (2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult
qualified building designer as per ANSI/TPI 1.
4)All plates are 2x4 MT20 unless otherwise indicated.
5)The Fabrication Tolerance at joint 6 = 4%
6)Gable studs spaced at 2-0-0 oc.
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members, with BCDL = 7.0psf.
9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 31, 13, 10 except (jt=lb) 29=194, 26=207, 22=223,
18=192, 15=166, 32=117, 12=116.
10)This truss is designed in accordance with the 2015 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 .
A10 1 121-010932T Common Structural Gable Job Reference (optional)
Run: 8.42 S Feb 10 2021 Print: 8.420 S Feb 10 2021 MiTek Industries, Inc. Mon Jun 21 16:05:25 Page: 1
ID:WWNpOJ3?aTidKRWMnpKvLWzCdJw-FjVUI2m3I7fj2tKHMMckdybf_AKkzsHYt9SHAzz4?9P
512
=3x4
=4x5
=5x6
=3x4
1 13
2
22 21 20 19 18 17 16 15 14
12
113
104
5 9
6 8
7
T1 T1
B1 B1
ST5
ST4
ST3
ST2
ST1
ST4
ST3
ST2
ST1
1-2-0
22-2-0
1-2-0
-1-2-0
10-6-0
21-0-0
10-6-0
10-6-0
21-0-0
5 -2 -2
0-4-1
4 -8 -9
Scale = 1:41.5
Plate Offsets (X, Y):[18:0-3-0,0-3-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.08 Vert(LL)n/a -n/a 999 MT20 220/195
TCDL 7.0 Lumber DOL 1.15 BC 0.03 Vert(CT)n/a -n/a 999
BCLL 0.0 *Rep Stress Incr YES WB 0.05 Horz(CT)0.00 16 n/a n/a
BCDL 7.0 Code IRC2015/TPI2014 Matrix-SH Weight: 91 lb FT = 20%
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
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.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS All bearings 21-0-0.
(lb) -Max Horiz 2=86 (LC 14)
Max Uplift All uplift 100 (lb) or less at joint(s) 2, 12, 14, 15, 16, 17, 19, 20,
21, 22
Max Grav All reactions 250 (lb) or less at joint(s) 2, 12, 14, 15, 16, 17, 18,
19, 20, 21, 22
11 11FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior (2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult
qualified building designer as per ANSI/TPI 1.
4)All plates are 1.5x4 MT20 unless otherwise indicated.
5)Gable requires continuous bottom chord bearing.
6)Gable studs spaced at 2-0-0 oc.
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 19, 20, 21, 22, 17, 16, 15, 14, 12.
10)This truss is designed in accordance with the 2015 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 .
B01 1 121-010932T Common Supported Gable Job Reference (optional)
Run: 8.42 S Feb 10 2021 Print: 8.420 S Feb 10 2021 MiTek Industries, Inc. Mon Jun 21 16:05:25 Page: 1
ID:zh1Bh9b9pBVCMJqUt7aOA5zCdFM-nXx65ilQXpXsQjl5of5V4k2e4m8WEV1PeVikeXz4?9Q
512
=5x6 =3x8
=3x6
=4x5
=7x10
=3x6
=3x8 =5x6
LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24
1
9 10 8 11 12 7 13 14 6 15 16 17
5
42
3
T1 T1
B1 B1
W3
W2 W1W2W1
4-8-11
15-2-11
4-8-11
10-6-0
5-9-5
5-9-5
5-9-5
21-0-0
4-8-11
15-2-11
4-8-11
10-6-0
5-9-5
21-0-0
5-9-5
5-9-5
0-4-1
4 -8 -9
Scale = 1:36.3
Plate Offsets (X, Y):[1:0-3-9,0-0-3], [5:0-3-9,0-0-3], [7:0-5-0,0-4-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.51 Vert(LL)-0.21 6-7 >999 360 MT20 220/195
TCDL 7.0 Lumber DOL 1.15 BC 0.76 Vert(CT)-0.26 6-7 >948 240
BCLL 0.0 *Rep Stress Incr NO WB 0.90 Horz(CT)0.07 5 n/a n/a
BCDL 7.0 Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.09 6-7 >999 240 Weight: 200 lb FT = 20%
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
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-3-12 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS (lb/size)1=4151/0-5-8, (min. 0-2-3), 5=4520/0-5-8, (min. 0-2-7)
Max Horiz 1=-76 (LC 9)
Max Uplift 1=-1048 (LC 8), 5=-1188 (LC 9)
12 12FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-8563/2161, 2-3=-5881/1494, 3-4=-5881/1495, 4-5=-8654/2210
BOT CHORD 1-9=-2012/7826, 9-10=-2012/7826, 8-10=-2012/7826, 8-11=-2012/7826, 11-12=-2012/7826, 7-12=-2012/7826,
7-13=-1981/7910, 13-14=-1981/7910, 6-14=-1981/7910, 6-15=-1981/7910, 15-16=-1981/7910, 16-17=-1981/7910,
5-17=-1981/7910
WEBS 3-7=-1038/4092, 4-7=-2885/852, 4-6=-487/1932, 2-7=-2791/800, 2-8=-448/1858
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 0-6-0 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)Unbalanced roof live loads have been considered for this design.
4)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1048 lb uplift at joint 1 and 1188 lb uplift at joint 5.
8)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
9)Use Simpson Strong-Tie LUS24 (4-10d Girder, 2-10d Truss) or equivalent spaced at 12-0-0 oc max. starting at 2-0-12 from the left end to 20-0-12 to connect truss(es) A02 (1
ply 2x4 DF or DF-N), A04 (1 ply 2x4 DF or DF-N) to back face of bottom chord.
10)Use Simpson Strong-Tie LUS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 4-0-12 from the left end to 12-0-12 to connect
truss(es) A03 (1 ply 2x4 DF or DF-N) to back face of bottom chord.
11)Fill all nail holes where hanger is in contact with lumber.
LOAD CASE(S) Standard
1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-3=-84, 3-5=-84, 1-5=-14
Concentrated Loads (lb)
Job Truss Truss Type Qty Ply .
B02 1 221-010932T Common Girder Job Reference (optional)
Run: 8.42 S Feb 10 2021 Print: 8.420 S Feb 10 2021 MiTek Industries, Inc. Mon Jun 21 16:05:25 Page: 1
ID:gcdznajRTGlnZsbPTElkaCzCdFC-nXx65ilQXpXsQjl5of5V4k2YMmz6EHmPeVikeXz4?9Q
Continued on page 2
Vert: 8=-650, 9=-695, 10=-650, 11=-650, 12=-650, 13=-650, 14=-695, 15=-673, 16=-673, 17=-675
Job Truss Truss Type Qty Ply .
B02 1 221-010932T Common Girder Job Reference (optional)
Run: 8.42 S Feb 10 2021 Print: 8.420 S Feb 10 2021 MiTek Industries, Inc. Mon Jun 21 16:05:25 Page: 2
ID:gcdznajRTGlnZsbPTElkaCzCdFC-nXx65ilQXpXsQjl5of5V4k2YMmz6EHmPeVikeXz4?9Q
5 12
=3x4
=1.5x4
=1.5x4
=4x5
=1.5x4 =1.5x4
=1.5x4
=3x4
71
2
10 9 8
6
53
4
T1 T1
B1
ST2
ST1 ST1
1-2-0
12-2-0
1-2-0
-1-2-0
5-6-0
11-0-0
5-6-0
5-6-0
11-0-0
3 -1 -2
0-4-1
2 -7 -9
Scale = 1:26.1
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.09 Vert(LL)n/a -n/a 999 MT20 220/195
TCDL 7.0 Lumber DOL 1.15 BC 0.04 Vert(CT)n/a -n/a 999
BCLL 0.0 *Rep Stress Incr YES WB 0.06 Horz(CT)0.00 6 n/a n/a
BCDL 7.0 Code IRC2015/TPI2014 Matrix-SH Weight: 41 lb FT = 20%
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
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.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS All bearings 11-0-0.
(lb) -Max Horiz 2=-49 (LC 15)
Max Uplift All uplift 100 (lb) or less at joint(s) 2, 6 except 8=-101 (LC 11),
10=-101 (LC 10)
Max Grav All reactions 250 (lb) or less at joint(s) 9 except 2=269 (LC 1),
6=269 (LC 1), 8=324 (LC 22), 10=324 (LC 21)
14 14FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 3-10=-266/153, 5-8=-266/153
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior (2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult
qualified building designer as per ANSI/TPI 1.
4)Gable requires continuous bottom chord bearing.
5)Gable studs spaced at 2-0-0 oc.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6 except (jt=lb) 10=101, 8=101.
9)This truss is designed in accordance with the 2015 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 .
C01 1 121-010932T Common Supported Gable Job Reference (optional)
Run: 8.42 S Feb 10 2021 Print: 8.420 S Feb 10 2021 MiTek Industries, Inc. Mon Jun 21 16:05:25 Page: 1
ID:c6qBMB5HQ?zWL7nSlsCEaLzCbPE-nXx65ilQXpXsQjl5of5V4k2evm8MEVuPeVikeXz4?9Q
5 12
=5x8 =4x12
=3x6
=5x6
=12x12
=3x6
=4x12 =5x8
HUS26 HUS26 HUS26 HUS26 HUS26
1
9 10 8 11 7 12 6 13
5
2 4
3
T1 T1
B1
W3
W1 W2 W1W2
2-2-11
7-8-11
2-2-11
5-6-0
3-3-5
3-3-5
3-3-5
11-0-0
2-2-11
7-8-11
2-2-11
5-6-0
3-3-5
11-0-0
3-3-5
3-3-5
0-4-1
2 -7 -9
Scale = 1:23.4
Plate Offsets (X, Y):[1:0-4-0,0-2-14], [5:0-4-0,0-2-14], [7:0-6-0,0-6-4]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.43 Vert(LL)-0.11 7-8 >999 360 MT20 220/195
TCDL 7.0 Lumber DOL 1.15 BC 0.71 Vert(CT)-0.16 7-8 >816 240
BCLL 0.0 *Rep Stress Incr NO WB 0.43 Horz(CT)0.03 5 n/a n/a
BCDL 7.0 Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.06 7-8 >999 240 Weight: 115 lb FT = 20%
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* 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 3-11-15 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)1=6977/0-5-8, (min. 0-3-12), 5=5097/0-5-8, (min. 0-2-11)
Max Horiz 1=38 (LC 8)
Max Uplift 1=-1373 (LC 8), 5=-1004 (LC 9)
15 15FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-10594/2071, 2-3=-8505/1672, 3-4=-8504/1672, 4-5=-10342/2024
BOT CHORD 1-9=-1925/9764, 9-10=-1925/9764, 8-10=-1925/9764, 8-11=-1925/9764, 7-11=-1925/9764, 7-12=-1841/9524,
6-12=-1841/9524, 6-13=-1841/9524, 5-13=-1841/9524
WEBS 3-7=-1200/6157, 2-8=-313/1727, 2-7=-2228/478, 4-6=-271/1516, 4-7=-1952/427
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 0-6-0 oc.
Bottom chords connected as follows: 2x8 - 4 rows staggered at 0-7-0 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)Unbalanced roof live loads have been considered for this design.
4)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1373 lb uplift at joint 1 and 1004 lb uplift at joint 5.
8)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
9)Use Simpson Strong-Tie HUS26 (14-16d Girder, 4-16d Truss) or equivalent spaced at 2-0-0 oc max. starting at 0-7-4 from the left end to 8-7-4 to connect truss(es) A06 (1 ply
2x4 DF or DF-N), A07 (1 ply 2x4 DF or DF-N), A08 (1 ply 2x4 DF or DF-N) to back face of bottom chord.
10)Fill all nail holes where hanger is in contact with lumber.
LOAD CASE(S) Standard
1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-3=-84, 3-5=-84, 1-5=-14
Concentrated Loads (lb)
Vert: 9=-2212, 10=-2207, 11=-2207, 12=-2207, 13=-2207
Job Truss Truss Type Qty Ply .
C02 1 221-010932T Common Girder Job Reference (optional)
Run: 8.42 S Feb 10 2021 Print: 8.420 S Feb 10 2021 MiTek Industries, Inc. Mon Jun 21 16:05:25 Page: 1
ID:srtbFGCwJm6FwWzBnFtLRFzCbP5-nXx65ilQXpXsQjl5of5V4k2ZbmzuEP5PeVikeXz4?9Q
512
=3x4
=5x6
=4x5
=3x4
131
2
22 21 20 19 18 17 16 15 14
12
3 11
4 10
5 9
6 8
7
T1 T1
B1 B1
ST5
ST4
ST3
ST2
ST1
ST4
ST3
ST2
ST1
1-2-0
-1-2-0
1-2-0
23-2-0
11-0-0
11-0-0
11-0-0
22-0-0
22-0-0
5 -4 -10
0-4-1
4 -11
-1
Scale = 1:43
Plate Offsets (X, Y):[18:0-3-0,0-3-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.08 Vert(LL)n/a -n/a 999 MT20 220/195
TCDL 7.0 Lumber DOL 1.15 BC 0.03 Vert(CT)n/a -n/a 999
BCLL 0.0 *Rep Stress Incr YES WB 0.06 Horz(CT)0.00 16 n/a n/a
BCDL 7.0 Code IRC2015/TPI2014 Matrix-SH Weight: 96 lb FT = 20%
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
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.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS All bearings 22-0-0.
(lb) -Max Horiz 2=-90 (LC 11)
Max Uplift All uplift 100 (lb) or less at joint(s) 2, 12, 14, 15, 16, 17, 19, 20,
21, 22
Max Grav All reactions 250 (lb) or less at joint(s) 15, 16, 17, 18, 19, 20,
21 except 2=256 (LC 1), 12=256 (LC 1), 14=263 (LC 22),
22=263 (LC 21)
16 16FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior (2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult
qualified building designer as per ANSI/TPI 1.
4)All plates are 1.5x4 MT20 unless otherwise indicated.
5)Gable requires continuous bottom chord bearing.
6)Gable studs spaced at 2-0-0 oc.
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 19, 20, 21, 22, 17, 16, 15, 14, 12.
10)This truss is designed in accordance with the 2015 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 .
D01 1 121-010932T Common Supported Gable Job Reference (optional)
Run: 8.42 S Feb 10 2021 Print: 8.420 S Feb 10 2021 MiTek Industries, Inc. Mon Jun 21 16:05:25 Page: 1
ID:58MeT3?cg_Qo7h468kvTr_z4?gg-jv3sVOmh3Rnaf1vTw47z997_aZp_iOOi6pBqiPz4?9O
512
=3x6
=1.5x4
=5x6
=4x5
=3x4
=1.5x4
=3x6
71
2
9 8
6
3 5
4
T1 T1
B1 B2
W2
W1
W2
W1
1-2-0
-1-2-0
1-2-0
23-2-0
5-2-2
11-0-0
5-2-2
16-2-2
5-9-14
5-9-14
5-9-14
22-0-0
6-0-0
14-0-0
8-0-0
22-0-0
8-0-0
8-0-0
5 -4 -10
0-4-1
4 -11
-1
Scale = 1:42.8
Plate Offsets (X, Y):[9:0-3-0,0-3-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.33 Vert(LL)-0.10 8-9 >999 360 MT20 220/195
TCDL 7.0 Lumber DOL 1.15 BC 0.38 Vert(CT)-0.18 2-9 >999 240
BCLL 0.0 *Rep Stress Incr YES WB 0.24 Horz(CT)0.05 6 n/a n/a
BCDL 7.0 Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.05 2-9 >999 240 Weight: 89 lb FT = 20%
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 4-3-14 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (lb/size)2=1178/0-5-8, (min. 0-1-8), 6=1178/0-5-8, (min. 0-1-8)
Max Horiz 2=-90 (LC 11)
Max Uplift 2=-242 (LC 10), 6=-242 (LC 11)
17 17FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2078/596, 3-4=-1736/531, 4-5=-1736/531, 5-6=-2078/596
BOT CHORD 2-9=-447/1825, 8-9=-213/1233, 6-8=-447/1825
WEBS 4-8=-135/539, 5-8=-476/234, 4-9=-135/539, 3-9=-476/234
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior (2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 242 lb uplift at joint 2 and 242 lb uplift at joint 6.
6)This truss is designed in accordance with the 2015 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 .
D02 6 121-010932T Common Job Reference (optional)
Run: 8.42 S Feb 10 2021 Print: 8.420 S Feb 10 2021 MiTek Industries, Inc. Mon Jun 21 16:05:25 Page: 1
ID:wZFKIxG1G3KXOEKX_3qtGrz4?gJ-jv3sVOmh3Rnaf1vTw47z997wfZkWiLai6pBqiPz4?9O