HomeMy WebLinkAboutTRUSS SPECS - 20-00599 - 1299 Stone Dr - New SFR612
312
=3x8
=5x6
=5x6 =5x6
=5x6
=3x4
=5x8
=5x6
=3x4
=5x6
=7x10
=MT20HS 8x12
=2x4 =3x6
1 11
2
15 18 19 14 20 21 13 12
10
3 9
4 8
17
1657
6
T4
T5
T3T2
T1
B1 B3B2B1
W4
W5 W6
W7
W8 W9
W1
W2 W3
HW1
2-0-0
43-4-0
2-0-0
-2-0-0
5-4-0
27-4-0
5-4-0
22-0-0
5-6-11
11-1-5
6-0-0
33-4-0
5-6-11
16-8-0
5-6-11
5-6-11
8-0-0
41-4-0
5-10-4
33-4-0
8-0-0
41-4-0
8-4-0
16-8-0
8-4-0
8-4-0
10-9-12
27-5-12
9 -7 -15
0 -9 -14
0-3-14
3 -9 -14
3 -9 -14
5 -4 -0
9 -1 -14
Scale = 1:77.8
Plate Offsets (X, Y):[2:0-5-15,Edge], [4:0-3-0,0-3-0], [10:0-1-12,Edge], [13:0-4-12,Edge], [14:0-4-0,0-3-0], [15:0-3-0,0-3-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.82 Vert(LL)-0.30 13-14 >434 360 MT20HS 165/146
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.49 Vert(CT)-0.48 13-14 >274 240 MT20 220/195
TCDL 7.0 Rep Stress Incr YES WB 0.46 Horz(CT)-0.01 2 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.05 10-12 >999 240
BCDL 7.0 Weight: 205 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,W6,W3:2x4 DF 1800F 1.6E or 2x4
DF No.1&Btr or 2x4 DF-N 1800F 1.6E
SLIDER Left 2x8 DF 1950F 1.7E or SS -- 3-1-7
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 6-14, 7-14, 7-13, 5-14
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS All bearings 33-4-0. except 10=0-3-8
(lb) -Max Horiz 10=166 (LC 12)
Max Uplift All uplift 100 (lb) or less at joint(s) except 2=-170 (LC 12),
10=-197 (LC 9), 12=-188 (LC 13), 13=-172 (LC 13), 14=-198
(LC 13), 15=-165 (LC 12)
Max Grav All reactions 250 (lb) or less at joint(s) except 2=632 (LC 19),
10=731 (LC 33), 12=1010 (LC 33), 13=822 (LC 20), 14=1105
(LC 32), 15=943 (LC 19)
1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-484/116, 3-4=-348/137
BOT CHORD 2-15=-41/311, 15-18=-15/277, 18-19=-15/277, 14-19=-15/277, 14-20=-25/315, 20-21=-25/315, 13-21=-25/315
WEBS 6-14=-481/53, 7-14=-543/234, 7-13=-411/84, 8-13=-397/220, 9-12=-880/224, 4-15=-415/219, 5-15=-572/111,
5-14=-442/199
NOTES
1)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
2)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads.5)All plates are MT20 plates unless otherwise indicated.
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, with BCDL = 7.0psf.
8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 164 lb uplift at joint 15, 170 lb uplift at joint 2, 197 lb uplift at joint 14, 171 lb uplift at
joint 13, 187 lb uplift at joint 12 and 197 lb uplift at joint 10.
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 1 120-067494T Roof Special Supported Gable Job Reference (optional)
Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 08:19:03 Page: 1
ID:a7UVqKKhbIPW?oaYm5XYTIz36v3-o412g9yMNZZjtzsLqZIzBxP_O8Oc?21g8UN3Cnz36ie
612
312
=5x8
=4x5
=4x5 =5x6
=5x6
=3x4
=5x8
=5x6
=3x4
=5x6
=7x10
=MT20HS 10x20
=3x4 =3x6
1 11
2
15 18 19 14 20 21 13 12
10
3 9
4 8
17
1657
6
T4
T5
T3T2
T1
B1 B4B3B2
W9W8
W7
W6W5
W4
W3W2
W1HW1
2-0-0
43-4-0
2-0-0
-2-0-0
5-4-0
27-4-0
5-9-4
33-1-4
5-5-8
11-2-8
5-4-0
22-0-0
5-5-8
16-8-0
5-9-0
5-9-0
8-2-12
41-4-0
5-7-8
33-1-4
7-4-5
16-8-0
8-2-12
41-4-0
9-3-11
9-3-11
10-9-12
27-5-12
9 -7 -15
0 -9 -14
0-3-14
3 -9 -14
3 -9 -14
5 -4 -0
9 -1 -14
Scale = 1:77.8
Plate Offsets (X, Y):[2:0-5-15,Edge], [4:0-3-0,0-3-0], [10:0-1-12,Edge], [13:0-4-12,Edge], [14:0-4-0,0-3-0], [15:0-3-0,0-3-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.96 Vert(LL)-0.36 13-14 >999 360 MT20HS 165/146
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.66 Vert(CT)-0.60 13-14 >659 240 MT20 220/195
TCDL 7.0 Rep Stress Incr YES WB 0.46 Horz(CT)-0.06 2 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.07 13-14 >999 240
BCDL 7.0 Weight: 203 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* W9,W7,W2,W1:2x4 DF Stud/Std
SLIDER Left 2x6 DF SS or 1800F 1.6E -- 3-2-11
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.
WEBS 1 Row at midpt 7-13, 7-14, 5-14
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (lb/size)2=1731/0-5-8, (min. 0-2-0), 10=317/0-3-8, (min. 0-1-8),
12=2345/0-5-8, (min. 0-2-8)
Max Horiz 10=166 (LC 12)
Max Uplift 2=-357 (LC 12), 10=-190 (LC 9), 12=-487 (LC 13)
Max Grav 2=1870 (LC 19), 10=608 (LC 33), 12=2345 (LC 1)
2 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 8-9=-1776/517, 9-10=-248/960, 6-7=-1679/610, 7-16=-1793/680, 8-16=-1990/669, 2-3=-2819/724, 3-4=-2714/743,
4-17=-2505/692, 5-17=-2278/704, 5-6=-1800/609
BOT CHORD 2-15=-501/2341, 15-18=-362/2106, 18-19=-362/2106, 14-19=-362/2106, 14-20=-336/1736, 20-21=-336/1736,13-21=-336/1736, 12-13=-727/281, 10-12=-842/317
WEBS 9-12=-2210/696, 9-13=-651/2513, 8-13=-792/338, 7-14=-679/277, 6-14=-364/1006, 5-14=-1026/311, 5-15=-58/278
NOTES
1)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
2)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads.
5)All plates are MT20 plates unless otherwise indicated.
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, with BCDL = 7.0psf.
8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 357 lb uplift at joint 2, 487 lb uplift at joint 12 and 190 lb uplift at joint 10.
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
A02 6 120-067494T Roof Special Job Reference (optional)
Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 08:19:04 Page: 1
ID:AoZ9cQDQj_ksyyWen2XxdJz3LTO-DfiBJB_FfUxHkRbwVirgpa1TXLNbCPn6qSbjp6z36ib
612
312
=4x8
=4x5
=4x5 =5x6
=5x6
=3x4
=5x8
=5x6
=3x6
=5x8
=5x8
=3x6
=MT20HS 5x12
=1.5x4 =3x6
1 11
2
16 19 20 15 21 22 14 13 12
10
3 9
4 8
18
1757
6
T4
T5
T3T2
T1
B1 B4B3B2
W10W9
W8W7
W6W5
W4
W3W2
W1HW1
2-0-0
43-4-0
2-0-0
-2-0-0
5-4-0
27-4-0
5-5-8
11-2-8
5-4-0
22-0-0
5-5-8
16-8-0
5-9-0
5-9-0
6-5-8
33-9-8
7-6-8
41-4-0
2-0-8
27-5-12
6-3-12
33-9-8
7-6-8
41-4-0
7-11-15
16-8-0
8-8-1
8-8-1
8-9-4
25-5-4
9 -7 -15
0 -9 -14
0-3-14
3 -9 -14
3 -9 -14
5 -4 -0
9 -1 -14
Scale = 1:77.8
Plate Offsets (X, Y):[2:0-5-15,Edge], [4:0-3-0,0-3-0], [9:0-5-12,0-3-4], [10:0-2-0,Edge], [14:0-4-0,0-3-0], [15:0-4-0,0-3-0], [16:0-3-0,0-3-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.79 Vert(LL)-0.13 15-16 >999 360 MT20HS 165/146
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.39 Vert(CT)-0.19 10-12 >999 240 MT20 220/195
TCDL 7.0 Rep Stress Incr YES WB 0.61 Horz(CT)-0.04 2 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.05 10-12 >999 240
BCDL 7.0 Weight: 207 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* W5,W4,W3:2x4 DF 1800F 1.6E or 2x4 DF
No.1&Btr or 2x4 DF-N 1800F 1.6E
SLIDER Left 2x6 DF SS or 1800F 1.6E -- 3-2-12
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-1-14 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 9-13, 7-14, 6-15, 5-15
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (lb/size)2=1250/0-5-8, (min. 0-1-10), 10=681/0-3-8, (min. 0-1-8),
14=2462/0-5-8, (min. 0-2-10)
Max Horiz 10=166 (LC 16)
Max Uplift 2=-304 (LC 12), 10=-245 (LC 9), 14=-497 (LC 13)
Max Grav 2=1496 (LC 19), 10=984 (LC 33), 14=2462 (LC 1)
3 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 8-9=-184/856, 9-10=-1219/225, 6-7=-837/327, 7-17=-222/1289, 8-17=-240/1214, 2-3=-2134/460, 3-4=-2003/479,
4-18=-1821/438, 5-18=-1572/450, 5-6=-1007/326
BOT CHORD 2-16=-275/1728, 16-19=-117/1417, 19-20=-117/1417, 15-20=-117/1417, 15-21=-407/297, 21-22=-407/297,14-22=-407/297, 13-14=-783/305, 12-13=-226/1071, 10-12=-223/1078
WEBS 9-12=0/266, 9-13=-1917/416, 8-13=-108/586, 8-14=-710/270, 7-14=-2077/584, 7-15=-78/849, 6-15=-132/284,
5-15=-1056/323, 5-16=-78/366, 4-16=-307/192
NOTES
1)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
2)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads.
5)All plates are MT20 plates unless otherwise indicated.
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, with BCDL = 7.0psf.
8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 304 lb uplift at joint 2, 497 lb uplift at joint 14 and 245 lb uplift at joint 10.
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
A03 3 120-067494T Roof Special Job Reference (optional)
Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 08:19:04 Page: 1
ID:I6QM2J_ZffomdnPxXUgyDoz3LSO-DfiBJB_FfUxHkRbwVirgpa1VALRqCNR6qSbjp6z36ib
612
312
=4x8
=4x5
=4x5 =5x6
=5x6
=3x4
=5x8
=5x6
=3x6
=5x8
=5x8
=3x6
=3x6
=1.5x4 =3x6
1
2
15 18 19 14 20 21 13 12 11
10
3 9
4 8
17 1657
6
T4
T3T2
T1
B1 B4B3B2
W10W9
W8W7
W6W5
W4
W3W2
W1HW1
2-0-0
-2-0-0
5-4-0
27-4-0
5-5-8
11-2-8
5-4-0
22-0-0
5-5-8
16-8-0
5-9-0
5-9-0
6-5-8
33-9-8
7-6-8
41-4-0
2-0-8
27-5-12
6-3-12
33-9-8
7-6-8
41-4-0
7-11-15
16-8-0
8-8-1
8-8-1
8-9-4
25-5-4
9 -7 -15
0 -9 -14
0-3-14
3 -9 -14
3 -9 -14
5 -4 -0
9 -1 -14
Scale = 1:74.8
Plate Offsets (X, Y):[2:0-5-15,Edge], [4:0-3-0,0-3-0], [10:0-3-4,Edge], [13:0-4-0,0-3-0], [14:0-4-0,0-3-0], [15:0-3-0,0-3-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.84 Vert(LL)-0.19 10-11 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.57 Vert(CT)-0.26 10-11 >735 240
TCDL 7.0 Rep Stress Incr YES WB 0.62 Horz(CT)-0.04 2 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.08 10-11 >999 240
BCDL 7.0 Weight: 204 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* W5,W4,W3:2x4 DF 1800F 1.6E or 2x4 DF
No.1&Btr or 2x4 DF-N 1800F 1.6E
SLIDER Left 2x6 DF SS or 1800F 1.6E -- 3-2-12
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-3-6 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 9-12, 7-13, 6-14, 5-14
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (lb/size)2=1243/0-5-8, (min. 0-1-9), 10=475/0-3-8, (min. 0-1-8),
13=2492/0-5-8, (min. 0-2-11)
Max Horiz 10=174 (LC 16)
Max Uplift 2=-304 (LC 12), 10=-132 (LC 9), 13=-507 (LC 13)
Max Grav 2=1467 (LC 19), 10=693 (LC 33), 13=2492 (LC 1)
4 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 8-9=-197/908, 9-10=-1297/255, 6-7=-812/317, 7-16=-236/1346, 8-16=-254/1271, 2-3=-2076/450, 3-4=-1944/470,
4-17=-1764/429, 5-17=-1529/440, 5-6=-977/316
BOT CHORD 2-15=-267/1677, 15-18=-108/1372, 18-19=-108/1372, 14-19=-108/1372, 14-20=-440/287, 20-21=-440/287,13-21=-440/287, 12-13=-834/333, 11-12=-244/1161, 10-11=-244/1161
WEBS 9-11=0/269, 9-12=-2058/484, 8-12=-116/597, 8-13=-711/270, 7-13=-2105/606, 7-14=-90/837, 6-14=-149/271,
5-14=-1022/323, 5-15=-79/368, 4-15=-308/193
NOTES
1)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
2)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)* This truss has been designed for a live load of 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 andany other members, with BCDL = 7.0psf.
7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 132 lb uplift at joint 10, 304 lb uplift at joint 2 and 507 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
A04 1 120-067494T Roof Special Job Reference (optional)
Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 08:19:04 Page: 1
ID:xP9uZP75qLJ33dKFE?umiKz3LSC-DfiBJB_FfUxHkRbwVirgpa1UPLP0CNH6qSbjp6z36ib
612
312
=4x8
=4x5
=4x5
=5x6
=5x6
=3x4
=5x8
=4x5
=3x4
=4x5
=5x8
=4x5
=3x6
1
2
13 16 17 12 18 19 11
10
3
9
4 8
15
14
5 7
6
T2
T1
T3
T4
W9
B1 B3B2
W1
W2 W3
W4
W5 W6
W7 W8HW1
2-0-0
-2-0-0
3-2-0
30-6-0
5-4-0
27-4-0
5-5-8
11-2-8
5-4-0
22-0-0
5-5-8
16-8-0
5-9-0
5-9-0
3-0-4
30-6-0
7-4-5
16-8-0
9-3-11
9-3-11
10-9-12
27-5-12
9 -7 -15
0 -9 -14
3 -0 -6
3 -9 -14
3 -9 -14
5 -4 -0
9 -1 -14
Scale = 1:57.5
Plate Offsets (X, Y):[2:0-5-15,Edge], [4:0-3-0,0-3-0], [12:0-4-0,0-3-0], [13:0-3-0,0-3-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.50 Vert(LL)-0.29 11-12 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.59 Vert(CT)-0.48 11-12 >756 240
TCDL 7.0 Rep Stress Incr YES WB 0.70 Horz(CT)0.07 10 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.06 12-13 >999 240
BCDL 7.0 Weight: 168 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* W3,W4,W5,W6:2x4 DF 1800F 1.6E or 2x4
DF No.1&Btr or 2x4 DF-N 1800F 1.6E
SLIDER Left 2x6 DF SS or 1800F 1.6E -- 3-2-11
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-7-7 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 5-12, 7-12, 7-11
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (lb/size)2=1667/0-5-8, (min. 0-1-12), 10=1481/0-5-8, (min. 0-1-9)
Max Horiz 2=238 (LC 12)
Max Uplift 2=-341 (LC 12), 10=-265 (LC 13)
Max Grav 2=1667 (LC 1), 10=1489 (LC 20)
5 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2453/677, 3-4=-2322/696, 4-5=-2125/655, 5-6=-1546/558, 6-7=-1542/559, 7-14=-1223/459, 14-15=-1319/448,
8-15=-1403/447, 8-9=-1217/332, 9-10=-1504/410
BOT CHORD 2-13=-622/2003, 13-16=-479/1742, 16-17=-479/1742, 12-17=-479/1742, 12-18=-410/1495, 18-19=-410/1495,11-19=-410/1495
WEBS 5-13=-60/286, 5-12=-825/313, 6-12=-318/882, 7-12=-509/224, 7-11=-527/143, 8-11=-638/269, 9-11=-411/1588
NOTES
1)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
2)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)* This truss has been designed for a live load of 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.
7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 341 lb uplift at joint 2 and 265 lb uplift at joint 10.
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
A05 2 120-067494T Roof Special Job Reference (optional)
Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 08:19:05 Page: 1
ID:qSwqzbOGtoy55sRHywmh3mz3LRt-hrGZWX?tQn38MbA63PMvMnZkRlkxxpIG36LGLYz36ia
612
=4x8
=4x5
=4x5
=5x6
=3x4
=3x4
=5x6
=5x8
=3x4
=4x5
=5x6
=3x6
1
2
12 11 10
9
3 8
4
7514
13
6
T2
T1
T3
W6
B1 B2
W4
W3W2
W1
W5
W3 W2
HW1
2-0-0
-2-0-0
4-0-0
9-9-0
5-9-0
5-9-0
6-11-0
16-8-0
6-11-0
23-7-0
6-11-0
30-6-0
6-11-0
16-8-0
6-11-0
23-7-0
6-11-0
30-6-0
9-9-0
9-9-0
9 -7 -15
0 -9 -14
2 -2 -14
9 -1 -14
Scale = 1:56.7
Plate Offsets (X, Y):[2:0-5-15,Edge], [4:0-3-0,0-3-0], [8:Edge,0-1-12], [11:0-4-0,0-3-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.83 Vert(LL)-0.14 2-12 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.48 Vert(CT)-0.25 2-12 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.69 Horz(CT)0.06 9 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.06 11-12 >999 240
BCDL 7.0 Weight: 164 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,W3:2x4 DF 1800F 1.6E or 2x4 DF
No.1&Btr or 2x4 DF-N 1800F 1.6E
SLIDER Left 2x6 DF SS or 1800F 1.6E -- 3-2-11
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 8-9-4 oc bracing.
WEBS 1 Row at midpt 5-11, 7-11
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (lb/size)2=1667/0-5-8, (min. 0-1-12), 9=1481/0-5-8, (min. 0-1-9)
Max Horiz 2=220 (LC 12)
Max Uplift 2=-342 (LC 12), 9=-263 (LC 13)
Max Grav 2=1667 (LC 1), 9=1489 (LC 20)
6 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2429/671, 3-4=-2296/686, 4-5=-2119/660, 5-13=-1570/532, 6-13=-1431/556, 6-14=-1565/560, 7-14=-1577/534,
7-8=-1848/538, 8-9=-1442/449
BOT CHORD 2-12=-577/1974, 11-12=-494/1876, 10-11=-403/1567
WEBS 6-11=-257/751, 5-11=-879/308, 5-12=-7/293, 8-10=-385/1562, 7-11=-509/212, 7-10=-347/176
NOTES
1)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-CExterior (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
2)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)* This truss has been designed for a live load of 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 342 lb uplift at joint 2 and 263 lb uplift at joint 9.
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 1 120-067494T Roof Special Job Reference (optional)
Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 08:19:05 Page: 1
ID:68OjwvnDWHAUVjapAVV_a0z37EQ-hrGZWX?tQn38MbA63PMvMnZeFlmbxpSG36LGLYz36ia
612
=4x8
=4x5
=4x5
=5x6
=3x4
=3x4
=5x6
=5x8
=3x4
=4x5
=5x6
=3x6
1
11 10 9
8
2 7
3
641312
5
T2
T1
T3
W6
B1 B2
W4
W3W2
W1
W5
W3 W2
HW1
4-0-0
9-9-0
5-9-0
5-9-0
6-11-0
16-8-0
6-11-0
23-7-0
6-11-0
30-6-0
6-11-0
16-8-0
6-11-0
23-7-0
6-11-0
30-6-0
9-9-0
9-9-0
0 -9 -14 2 -2 -14
9 -1 -14
Scale = 1:52.4
Plate Offsets (X, Y):[1:0-5-15,Edge], [3:0-3-0,0-3-0], [7:Edge,0-1-12], [10:0-4-0,0-3-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.85 Vert(LL)-0.14 1-11 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.48 Vert(CT)-0.26 1-11 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.67 Horz(CT)0.06 8 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.06 11 >999 240
BCDL 7.0 Weight: 161 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,W3:2x4 DF 1800F 1.6E or 2x4 DF
No.1&Btr or 2x4 DF-N 1800F 1.6E
SLIDER Left 2x6 DF SS or 1800F 1.6E -- 3-2-11
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 8-5-11 oc bracing.
WEBS 1 Row at midpt 4-10, 6-10
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (lb/size)1=1487/0-5-8, (min. 0-1-9), 8=1487/0-5-8, (min. 0-1-9)
Max Horiz 1=202 (LC 12)
Max Uplift 1=-286 (LC 12), 8=-264 (LC 13)
7 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-2455/703, 2-3=-2339/723, 3-4=-2147/684, 4-12=-1581/541, 5-12=-1443/564, 5-13=-1443/568, 6-13=-1587/544,6-7=-1826/545, 7-8=-1441/454
BOT CHORD 1-11=-617/2023, 10-11=-512/1898, 9-10=-409/1535
WEBS 5-10=-264/759, 4-10=-896/322, 4-11=-16/297, 7-9=-392/1517, 6-10=-486/212, 6-9=-334/177
NOTES
1)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
2)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
3)Unbalanced snow loads have been considered for this design.
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 andany other members.
6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 286 lb uplift at joint 1 and 264 lb uplift at joint 8.
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
A07 2 120-067494T Roof Special Job Reference (optional)
Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 08:19:05 Page: 1
ID:4mrb9LHR0a7FDNKPFmCHwTz37BC-hrGZWX?tQn38MbA63PMvMnZe?lmdxpmG36LGLYz36ia
612
=4x8
=4x5
=4x5
=5x6
=3x4
=3x4
=5x6
=5x8
=3x4
=4x5
=5x6
=3x6
1
11 10 9
8
2 7
3
4 61312
5
T2
T1
T3
W6
B1 B2
W4
W3W2
W1
W5
W3 W2
HW1
4-0-0
9-9-0
5-9-0
5-9-0
6-11-0
16-8-0
6-11-0
23-7-0
6-11-0
30-6-0
6-11-0
16-8-0
6-11-0
23-7-0
6-11-0
30-6-0
9-9-0
9-9-0
9 -1 -14
0 -9 -14
2 -2 -14
0 -3 -8
0 -3 -8
8 -10
-6
9 -1 -14
Scale = 1:55.5
Plate Offsets (X, Y):[1:0-5-15,Edge], [3:0-3-0,0-3-0], [7:Edge,0-1-12], [10:0-4-0,0-3-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.85 Vert(LL)-0.14 1-11 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.48 Vert(CT)-0.26 1-11 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.67 Horz(CT)0.06 8 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.06 11 >999 240
BCDL 7.0 Weight: 161 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,W3:2x4 DF 1800F 1.6E or 2x4 DF
No.1&Btr or 2x4 DF-N 1800F 1.6E
SLIDER Left 2x6 DF SS or 1800F 1.6E -- 3-2-11
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 8-5-11 oc bracing.
WEBS 1 Row at midpt 4-10, 6-10
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (lb/size)1=1487/ Mechanical, (min. 0-1-8), 8=1487/0-5-8, (min. 0-1-9)
Max Horiz 1=202 (LC 12)
Max Uplift 1=-286 (LC 12), 8=-264 (LC 13)
8 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-2455/703, 2-3=-2339/723, 3-4=-2147/684, 4-12=-1581/541, 5-12=-1443/564, 5-13=-1443/568, 6-13=-1587/544,6-7=-1826/545, 7-8=-1441/454
BOT CHORD 1-11=-617/2023, 10-11=-512/1898, 9-10=-409/1535
WEBS 5-10=-264/759, 4-10=-896/322, 4-11=-16/297, 7-9=-392/1517, 6-10=-486/212, 6-9=-334/177
NOTES
1)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
2)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
3)Unbalanced snow loads have been considered for this design.
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 andany other members.
6)Refer to girder(s) for truss to truss connections.
7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 286 lb uplift at joint 1 and 264 lb uplift at joint 8.
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
A08 6 120-067494T Common Job Reference (optional)
Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 08:19:05 Page: 1
ID:z9FgPaZw28UCxgRnS158Dpz379Y-hrGZWX?tQn38MbA63PMvMnZe?lmdxpmG36LGLYz36ia
612
=4x8
=4x5
=4x5
=5x6
=3x4
=3x4
=5x6
=5x8
=3x4
=4x5
=5x6
=3x6
1
2
12 11 10
9
3 8
4
5 714
13
6
T2
T1
T3
W6
B1 B2
W4
W3W2
W1
W5
W3 W2
HW1
2-0-0
-2-0-0
4-0-0
9-9-0
5-9-0
5-9-0
6-11-0
30-6-0
6-11-0
16-8-0
6-11-0
23-7-0
6-11-0
16-8-0
6-11-0
23-7-0
6-11-0
30-6-0
9-9-0
9-9-0
9 -7 -15
0 -9 -14
2 -2 -14
0 -3 -8
0 -3 -8
8 -10
-6
9 -1 -14
Scale = 1:58.5
Plate Offsets (X, Y):[2:0-5-15,Edge], [4:0-3-0,0-3-0], [8:Edge,0-1-12], [11:0-4-0,0-3-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.83 Vert(LL)-0.14 2-12 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.48 Vert(CT)-0.25 2-12 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.69 Horz(CT)0.06 9 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.06 11-12 >999 240
BCDL 7.0 Weight: 164 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,W3:2x4 DF 1800F 1.6E or 2x4 DF
No.1&Btr or 2x4 DF-N 1800F 1.6E
SLIDER Left 2x6 DF SS or 1800F 1.6E -- 3-2-11
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 8-9-4 oc bracing.
WEBS 1 Row at midpt 5-11, 7-11
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (lb/size)2=1667/ Mechanical, (min. 0-1-8), 9=1481/0-5-8, (min. 0-1-9)
Max Horiz 2=220 (LC 12)
Max Uplift 2=-342 (LC 12), 9=-263 (LC 13)
Max Grav 2=1667 (LC 1), 9=1489 (LC 20)
9 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2429/671, 3-4=-2296/686, 4-5=-2119/660, 5-13=-1571/533, 6-13=-1433/556, 6-14=-1565/560, 7-14=-1576/534,
7-8=-1848/538, 8-9=-1442/449
BOT CHORD 2-12=-577/1974, 11-12=-494/1876, 10-11=-403/1567
WEBS 6-11=-257/751, 5-11=-878/308, 5-12=-7/293, 8-10=-385/1562, 7-11=-510/212, 7-10=-347/176
NOTES
1)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-CExterior (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
2)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)* This truss has been designed for a live load of 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)Refer to girder(s) for truss to truss connections.
8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 342 lb uplift at joint 2 and 263 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.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
A09 6 120-067494T Common Job Reference (optional)
Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 08:19:05 Page: 1
ID:xcGqLSg7W6slG9aA0VDP70z375X-hrGZWX?tQn38MbA63PMvMnZeFlmbxpSG36LGLYz36ia
612
=3x6
=12x12
=4x5
=4x5 =5x6
=3x6
=3x4
=3x4
=3x6
=3x6
=3x6
=4x5
=5x8
=3x6
=3x6
=3x6
=3x4
=3x4
=3x6
=5x6
=3x4
1
2
38 37 36 35 34 33 32 31 30 29 28 27 26 25 24
234742
4439
34 22
4843
5 2120
4540
6
1974641
18817950491610
1511
1412
13
T2
T1
T3
T4
B1 B2
W4
W3 W2
W5W1
W2 W3
HW1
ST10
ST11
ST8
ST9
ST6
ST7ST5ST3
ST4ST2
ST1
ST10
ST11
ST8
ST9
ST6
ST7 ST12 ST13
ST14 ST2
ST15
2-0-0
-2-0-0
4-2-5
9-9-0
4-5-9
28-0-9
5-6-11
5-6-11
6-2-11
34-3-4
6-11-0
16-8-0
6-11-0
23-7-0
6-11-0
16-8-0
6-11-0
23-7-0
9-9-0
9-9-0
10-8-4
34-3-4
9 -7 -15
0 -9 -14
0-4-4
9 -1 -14
Scale = 1:63
Plate Offsets (X, Y):[2:0-4-3,0-0-3], [2:1-3-3,0-2-0], [2:2-8-3,0-2-0], [3:1-8-3,Edge], [6:0-3-0,0-3-0], [20:0-3-0,0-3-0], [31:0-4-0,0-3-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.46 Vert(LL)n/a -n/a 999 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.08 Vert(CT)n/a -n/a 999
TCDL 7.0 Rep Stress Incr YES WB 0.21 Horz(CT)0.01 23 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH
BCDL 7.0 Weight: 254 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,W3:2x4 DF 1800F 1.6E or 2x4 DF
No.1&Btr or 2x4 DF-N 1800F 1.6E
OTHERS 2x4 DF Stud/Std
SLIDER Left 2x6 DF SS or 1800F 1.6E -- 3-1-7
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.
WEBS 1 Row at midpt 13-31
JOINTS 1 Brace at Jt(s): 39, 40, 44, 45
REACTIONS All bearings 34-3-4.
(lb) -Max Horiz 2=174 (LC 16)
Max Uplift All uplift 100 (lb) or less at joint(s) 2, 23, 26, 27, 28, 29, 30, 31,
32, 33, 34, 35, 36, 37, 38 except 24=-134 (LC 13)
Max Grav All reactions 250 (lb) or less at joint(s) 23, 25, 27, 28, 31, 34,
35, 37, 38 except 2=490 (LC 18), 24=366 (LC 1), 26=287 (LC
1), 29=311 (LC 20), 30=318 (LC 20), 32=314 (LC 19), 33=307
(LC 19), 36=272 (LC 1)
10 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 12-39=-285/92, 32-39=-286/91, 11-40=-278/104, 33-40=-276/104, 14-44=-289/92, 30-44=-290/91, 15-45=-281/104,
29-45=-280/104, 22-24=-285/163
NOTES
1)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
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consultqualified building designer as per ANSI/TPI 1.
3)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
4)Unbalanced snow loads have been considered for this design.
5)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads.
6)All plates are 1.5x4 MT20 unless otherwise indicated.
7)Gable requires continuous bottom chord bearing.
8)Gable studs spaced at 2-0-0 oc.
9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10)* This truss has been designed for a live load of 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.
11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 31, 27, 35, 23, 32, 33, 34, 36, 37, 38, 30, 29, 28, 26except (jt=lb) 24=133.
12)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 1 120-067494T Common Supported Gable Job Reference (optional)
Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 08:19:06 Page: 1
ID:l0FXFqT5aaQBxQaXPSr2sEz370d-91qxjt0VB5C?_kkId6t8u?6vp9C9gN7PIm4pt?z36iZ
312
812
=3x6
=5x6
=7x10
=3x6
=3x6
=3x6
=5x8
=5x6
=5x8
=4x5
=6x8
=5x6
1312
22 21 20 19 1817 16 15 14
12
2326
3 427
25 24
5
6 7 298911
28
10
T2
T1
T3
T4
W9B1B3B2
W1
W2 W3
W4 W5
W6
W7 W8ST7ST5
ST6ST4ST3
ST2ST1
2-0-0
-2-0-0
2-0-0
36-0-0
5-4-7
11-9-15
5-4-7
17-2-6
5-4-4
28-4-4
6-5-7
6-5-7
5-9-10
23-0-0
5-7-12
34-0-0
3-2-1
12-3-12
4-8-14
17-0-10
5-11-6
23-0-0
9-1-11
9-1-11
11-0-0
34-0-0
9 -0 -3
0-3-14 1-1-14
4 -7 -7
4 -7 -7
3 -10
-6
8 -5 -14
Scale = 1:67.3
Plate Offsets (X, Y):[4:0-3-0,0-3-0], [12:0-3-0,Edge], [15:0-4-0,0-3-0], [20:0-5-0,0-3-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.69 Vert(LL)-0.30 14-15 >848 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.51 Vert(CT)-0.52 14-15 >495 240
TCDL 7.0 Rep Stress Incr YES WB 0.79 Horz(CT)0.02 14 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.03 15-16 >999 240
BCDL 7.0 Weight: 181 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,W9:2x4 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 4-6-4 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 11-14
JOINTS 1 Brace at Jt(s): 23
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 12-5-8. except 14=0-5-8, 18=0-3-8
(lb) -Max Horiz 2=236 (LC 11)
Max Uplift All uplift 100 (lb) or less at joint(s) 19, 21 except 2=-173 (LC 8),
14=-263 (LC 13), 18=-126 (LC 8), 20=-257 (LC 12), 22=-106
(LC 12)
Max Grav All reactions 250 (lb) or less at joint(s) 19, 21 except 2=442 (LC
18), 14=1470 (LC 20), 18=660 (LC 31), 20=1124 (LC 19),
22=411 (LC 31)
11 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-141/343, 3-4=-97/287, 4-27=-135/430, 5-27=-130/477, 5-6=-102/459, 6-7=-1144/308, 7-8=-1195/340,
8-9=-1157/349, 9-28=-1056/294, 10-28=-923/315, 10-11=-1222/324, 11-29=-316/225, 12-29=-353/187, 12-14=-502/227
BOT CHORD 2-22=-302/134, 21-22=-302/134, 20-21=-302/134, 19-20=-76/276, 18-19=-76/276, 17-18=-76/276, 16-17=-76/276,
15-16=-203/1139, 14-15=-113/1212
WEBS 20-25=-955/218, 6-25=-1143/261, 6-24=-185/989, 23-24=-191/976, 16-23=-183/971, 9-16=-417/110, 9-15=-517/229,
10-15=-173/556, 11-15=-531/237, 11-14=-1457/285, 7-24=-345/118, 17-24=-419/131, 19-25=-253/58, 5-20=-369/125,
3-22=-335/138
NOTES
1)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
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult
qualified building designer as per ANSI/TPI 1.
3)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
4)Unbalanced snow loads have been considered for this design.
5)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads.6)All plates are 1.5x4 MT20 unless otherwise indicated.
7)Gable studs spaced at 2-0-0 oc.
8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord andany other members.
10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 21 except (jt=lb) 2=173, 20=257, 14=263, 22=105,
18=126.
Job Truss Truss Type Qty Ply
B01 1 120-067494T Roof Special Structural Gable Job Reference (optional)
Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 08:19:06 Page: 1
ID:Adw4TY6SHGbIIn213FBnc?z36u2-91qxjt0VB5C?_kkId6t8u?6sD96SgEBPIm4pt?z36iZ
Continued on page 2
11)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 1 120-067494T Roof Special Structural Gable Job Reference (optional)
Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 08:19:06 Page: 2
ID:Adw4TY6SHGbIIn213FBnc?z36u2-91qxjt0VB5C?_kkId6t8u?6sD96SgEBPIm4pt?z36iZ
312
812
=5x8
=5x8
=MT20HS 5x12
=3x4
=3x6
=5x8
=5x8
=5x6
=5x6
=6x8
=5x6
912
13 12 11 10
8
314
4 16
5 7
15
6
T2
T1
T3
T4
W9B1B3B2
W1
W2 W3
W4 W5
W6
W7 W8
2-0-0
-2-0-0
2-0-0
36-0-0
5-4-7
11-9-15
5-4-7
17-2-6
5-4-4
28-4-4
6-5-7
6-5-7
5-9-10
23-0-0
5-7-12
34-0-0
5-11-6
23-0-0
7-10-15
17-0-10
9-1-11
9-1-11
11-0-0
34-0-0
9 -0 -3
0-3-14 1-1-14
4 -7 -7
4 -7 -7
3 -10
-6
8 -5 -14
Scale = 1:67.3
Plate Offsets (X, Y):[2:0-4-9,Edge], [3:0-4-0,0-3-0], [8:0-3-0,Edge], [11:0-4-0,0-3-0], [13:0-5-8,0-3-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 1.00 Vert(LL)-0.49 12-13 >831 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.87 Vert(CT)-0.71 12-13 >565 240 MT20HS 165/146
TCDL 7.0 Rep Stress Incr YES WB 0.98 Horz(CT)0.16 10 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.27 12-13 >999 240
BCDL 7.0 Weight: 166 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* W6:2x4 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,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 5-11-9 oc bracing.
WEBS 1 Row at midpt 5-11, 7-10
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)2=1838/0-5-8, (min. 0-2-0), 10=1834/0-5-8, (min. 0-1-15)
Max Horiz 2=236 (LC 11)
Max Uplift 2=-417 (LC 12), 10=-311 (LC 13)
Max Grav 2=1866 (LC 31), 10=1841 (LC 20)
13 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-5383/1365, 3-14=-4802/1186, 4-14=-4791/1197, 4-5=-3390/895, 5-15=-1923/514, 6-15=-1790/535, 6-7=-1921/543,
7-16=-339/196, 8-16=-376/162, 8-10=-537/237
BOT CHORD 2-13=-1249/5141, 12-13=-988/4186, 11-12=-670/3217, 10-11=-272/1651
WEBS 3-13=-638/255, 4-13=-64/608, 4-12=-1468/361, 5-12=-139/808, 5-11=-2217/657, 6-11=-415/1513, 7-11=-463/228,
7-10=-1994/484
NOTES
1)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-CExterior (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
2)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads.
5)All plates are MT20 plates unless otherwise indicated.
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 417 lb uplift at joint 2 and 311 lb uplift at joint 10.
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
B02 3 120-067494T Roof Special Job Reference (optional)
Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 08:19:06 Page: 1
ID:aWFxLxaA8YuHMP20E3_O2Qz37?C-91qxjt0VB5C?_kkId6t8u?6nQ90sgBEPIm4pt?z36iZ
312
812
=5x8
=5x6
=MT20HS 5x12
=3x4
=3x4
=4x8
=5x8
=5x6
=5x6
=6x8
=3x4
1 2
12 11 10
9
8
3 13
4 15
5 7
14
6
T2
T1
T3
T4
W9B1B3B2
W1
W2 W3
W4 W5
W6
W7 W8
2-0-0
-2-0-0
5-4-7
11-9-15
5-4-7
17-2-6
5-4-4
28-4-4
6-5-7
6-5-7
5-9-10
23-0-0
5-7-12
34-0-0
5-11-6
23-0-0
7-10-15
17-0-10
9-1-11
9-1-11
11-0-0
34-0-0
8 -11
-10
0-3-14 1-1-14
4 -7 -7
4 -7 -7
3 -10
-6
8 -5 -14
Scale = 1:64.3
Plate Offsets (X, Y):[2:0-4-9,Edge], [3:0-3-0,0-3-4], [10:0-4-0,0-3-0], [12:0-5-8,0-3-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.78 Vert(LL)-0.49 11-12 >826 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.86 Vert(CT)-0.72 11-12 >562 240 MT20HS 165/146
TCDL 7.0 Rep Stress Incr YES WB 0.94 Horz(CT)0.16 9 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.27 11-12 >999 240
BCDL 7.0 Weight: 163 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* W6:2x4 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,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 5-8-13 oc bracing.
WEBS 1 Row at midpt 5-10, 7-9
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)2=1844/0-5-8, (min. 0-1-15), 9=1641/0-5-8, (min. 0-1-12)
Max Horiz 2=234 (LC 9)
Max Uplift 2=-417 (LC 12), 9=-259 (LC 12)
Max Grav 2=1844 (LC 1), 9=1648 (LC 20)
14 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-5281/1377, 3-13=-4760/1201, 4-13=-4707/1209, 4-5=-3397/908, 5-14=-1943/527, 6-14=-1810/545, 6-7=-1945/556,
7-15=-269/110, 8-15=-405/96, 8-9=-369/125
BOT CHORD 2-12=-1347/5041, 11-12=-1088/4197, 10-11=-770/3221, 9-10=-384/1697
WEBS 3-12=-604/254, 4-12=-64/586, 4-11=-1421/361, 5-11=-139/784, 5-10=-2164/662, 6-10=-431/1543, 7-10=-500/240,
7-9=-1934/478
NOTES
1)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-CExterior (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
2)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads.
5)All plates are MT20 plates unless otherwise indicated.
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 417 lb uplift at joint 2 and 259 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.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
B03 5 120-067494T Roof Special Job Reference (optional)
Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 08:19:07 Page: 1
ID:JQePhJyll4iKUgbtHx0aXyz36y7-dEOJxD07yPKsbuJUBqONRCe?dZMFPf_YWQqNQRz36iY
312
812
=5x8
=5x8
=MT20HS 5x12
=3x4
=3x4
=4x8
=5x8
=5x6
=5x6
=6x8
=3x4
1
11 10 9
8
7
2 12
3
1446
13
5
T2
T1
T3
T4
W9B1B3B2
W1
W2 W3
W4 W5
W6
W7 W8
5-4-7
11-8-7
5-4-7
17-0-14
6-3-15
6-3-15
5-4-4
28-2-12
5-9-10
22-10-8
5-7-12
33-10-8
5-11-6
22-10-8
7-10-15
16-11-2
9-0-3
9-0-3
11-0-0
33-10-8
8 -5 -14
0-4-4 1-1-14
4 -7 -7
4 -7 -7
3 -10
-6
8 -5 -14
Scale = 1:61.1
Plate Offsets (X, Y):[1:0-3-1,Edge], [2:0-4-0,0-3-0], [9:0-4-0,0-3-0], [11:0-5-8,0-3-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.88 Vert(LL)-0.48 10-11 >842 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.94 Vert(CT)-0.70 10-11 >572 240 MT20HS 165/146
TCDL 7.0 Rep Stress Incr YES WB 0.96 Horz(CT)0.17 8 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.26 10-11 >999 240
BCDL 7.0 Weight: 160 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* W6:2x4 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 1-11-10 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 1 Row at midpt 4-9, 6-8
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)1=1645/0-4-0, (min. 0-1-12), 8=1645/0-5-8, (min. 0-1-12)
Max Horiz 1=224 (LC 9)
Max Uplift 1=-354 (LC 12), 8=-260 (LC 12)
15 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-5349/1457, 2-12=-4814/1260, 3-12=-4759/1270, 3-4=-3409/924, 4-13=-1949/534, 5-13=-1816/552, 5-6=-1950/563,
6-14=-269/110, 7-14=-405/96, 7-8=-369/125
BOT CHORD 1-11=-1429/5109, 10-11=-1121/4223, 9-10=-785/3233, 8-9=-390/1671
WEBS 2-11=-625/282, 3-11=-99/622, 3-10=-1438/381, 4-10=-144/787, 4-9=-2173/674, 5-9=-439/1549, 6-9=-471/240,
6-8=-1879/485
NOTES
1)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
2)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
3)Unbalanced snow loads have been considered for this design.
4)All plates are MT20 plates unless otherwise indicated.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord andany other members.
7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 354 lb uplift at joint 1 and 260 lb uplift at joint 8.
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
B04 2 120-067494T Roof Special Job Reference (optional)
Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 08:19:07 Page: 1
ID:8rX6WAEAK8c3lDsI7Gwzzpz36xm-dEOJxD07yPKsbuJUBqONRCe_?ZLyPfoYWQqNQRz36iY
812
=2x4
=3x6
=5x6
=4x5
=3x6
=2x4
1 1528
27 26 25 24 23 22 21 20 19 18 17
16
2 14
133
124
115
106
97
8
W1
T1 T1
W1
B1 B1
ST6
ST5
ST4
ST3
ST2
ST1
ST5
ST4
ST3
ST2
ST1
2-0-0
24-0-0
2-0-0
-2-0-0
11-0-0
22-0-0
11-0-0
11-0-0
22-0-0
9 -0 -3
1-1-14
8 -5 -14
Scale = 1:46.4
Plate Offsets (X, Y):[22:0-3-0,0-3-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.57 Vert(LL)n/a -n/a 999 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.07 Vert(CT)n/a -n/a 999
TCDL 7.0 Rep Stress Incr YES WB 0.15 Horz(CT)0.00 16 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-R
BCDL 7.0 Weight: 139 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
OTHERS 2x4 DF Stud/Std *Except* ST6:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btror 2x4 DF-N 1800F 1.6E
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 8-22
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 28=-228 (LC 8)
Max Uplift All uplift 100 (lb) or less at joint(s) 18, 19, 20, 21, 23, 24, 25, 26
except 16=-151 (LC 7), 17=-333 (LC 16), 27=-333 (LC 16),
28=-196 (LC 6)
Max Grav All reactions 250 (lb) or less at joint(s) 17, 18, 19, 20, 21, 23,
24, 25, 26, 27 except 16=633 (LC 16), 22=288 (LC 21), 28=633
(LC 16)
16 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-28=-621/224, 7-8=-206/260, 8-9=-206/260, 14-16=-621/224
WEBS 8-22=-260/126, 3-27=-171/346, 13-17=-171/346
NOTES
1)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
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult
qualified building designer as per ANSI/TPI 1.
3)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads.
5)All plates are 1.5x4 MT20 unless otherwise indicated.6)Gable requires continuous bottom chord bearing.
7)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
8)Gable studs spaced at 2-0-0 oc.
9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10)* This truss has been designed for a live load of 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.
11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23, 24, 25, 26, 21, 20, 19, 18 except (jt=lb) 28=196, 16=151,27=333, 17=333.
12)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 1 120-067494T Common Supported Gable Job Reference (optional)
Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 08:19:07 Page: 1
ID:KziGqxM3kW?VZvCPG4dZv7z36xb-dEOJxD07yPKsbuJUBqONRCe3tZYZPrLYWQqNQRz36iY
612
=4x8
=4x5
=4x8
1 916
15 14 13 12 11
10
2 8
3 717
64
5
W1
T1 T1
W1
B1
ST1
ST3
ST2 ST2
ST4
2-0-0
15-0-0
2-0-0
-2-0-0
6-6-0
13-0-0
6-6-0
6-6-0
13-0-0
4 -6 -15
0 -9 -14
4 -0 -14
Scale = 1:30.9
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.82 Vert(LL)n/a -n/a 999 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.04 Vert(CT)n/a -n/a 999
TCDL 7.0 Rep Stress Incr YES WB 0.08 Horz(CT)-0.01 10 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-R
BCDL 7.0 Weight: 60 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
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.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS All bearings 13-0-0.
(lb) -Max Horiz 16=75 (LC 12)
Max Uplift All uplift 100 (lb) or less at joint(s) 10, 11, 12, 14, 15, 16
Max Grav All reactions 250 (lb) or less at joint(s) 11, 15 except 10=347(LC 18), 12=299 (LC 20), 13=302 (LC 18), 14=326 (LC 19),16=358 (LC 18)
17 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-16=-333/194, 2-3=-59/263, 3-17=-38/314, 4-17=-30/327, 4-5=-59/308, 5-6=-58/308, 6-7=-39/329, 7-8=-57/271,8-10=-318/197
BOT CHORD 15-16=-276/172, 14-15=-276/172, 13-14=-276/172, 12-13=-276/172, 11-12=-276/172, 10-11=-276/172
WEBS 5-13=-277/26, 4-14=-291/135, 6-12=-268/124
NOTES
1)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
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult
qualified building designer as per ANSI/TPI 1.
3)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
4)Unbalanced snow loads have been considered for this design.
5)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads.
6)All plates are 1.5x4 MT20 unless otherwise indicated.
7)Gable requires continuous bottom chord bearing.8)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
9)Gable studs spaced at 2-0-0 oc.
10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
11)* 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 andany other members.
12)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 10, 15, 14, 12, 11.
13)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 1 120-067494T Common Supported Gable Job Reference (optional)
Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 08:19:07 Page: 1
ID:gwV9teQCZ2dogg4N3dDkcBz36xW-dEOJxD07yPKsbuJUBqONRCe?yZZ3PsQYWQqNQRz36iY
612
=4x12
=6x8
=3x8
=3x6
=4x5
=7x10
=3x6
=3x8
=6x8
=4x12
HUS26 HUS26 HUS26 HUS26 HUS26 HUS26
1
11 10 12 13 9 14 8 15 16
7
2 6
3 5
4
T1 T1
B1
W1 W2
W3
W2 W1
HW1 HW1
3-1-4
9-7-4
3-1-4
6-6-0
3-4-12
3-4-12
3-4-12
13-0-0
3-1-4
9-7-4
3-1-4
6-6-0
3-4-12
13-0-0
3-4-12
3-4-12
0 -9 -14
4 -0 -14
Scale = 1:27.8
Plate Offsets (X, Y):[1:Edge,0-1-12], [7:Edge,0-2-3], [9:0-5-0,0-4-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL)-0.08 9-10 >999 360 MT20 220/195
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.65 Vert(CT)-0.11 9-10 >999 240
TCDL 7.0 Rep Stress Incr NO WB 0.43 Horz(CT)0.04 7 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.04 9-10 >999 240
BCDL 7.0 Weight: 142 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 *Except* W3:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
or 2x4 DF-N 1800F 1.6E
SLIDER Left 2x4 DF Stud/Std -- 1-10-0, Right 2x4 DF Stud/Std -- 1-10-0
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-5-9 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)1=4760/0-5-8, (min. 0-2-9), 7=5355/0-5-8, (min. 0-2-14)
Max Horiz 1=-65 (LC 28)
Max Uplift 1=-941 (LC 10), 7=-1060 (LC 11)
18 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-7246/1414, 2-3=-7206/1435, 3-4=-5615/1130, 4-5=-5617/1131, 5-6=-7308/1456, 6-7=-7341/1434
BOT CHORD 1-11=-1248/6220, 10-11=-1248/6220, 10-12=-1248/6220, 12-13=-1248/6220, 9-13=-1248/6220, 9-14=-1205/6325,
8-14=-1205/6325, 8-15=-1205/6325, 15-16=-1205/6325, 7-16=-1205/6325
WEBS 3-10=-345/1844, 3-9=-1504/362, 4-9=-889/4487, 5-9=-1631/388, 5-8=-363/1929
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 todistribute only loads noted as (F) or (B), unless otherwise indicated.
3)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
4)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00
5)Unbalanced snow loads have been considered for this design.
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 andany other members.
8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 941 lb uplift at joint 1 and 1060 lb uplift at joint 7.
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)Use Simpson Strong-Tie HUS26 (14-10d Girder, 4-10d Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-11-4 from the left end to 11-11-4 to connect truss(es) A08 (1ply 2x4 DF or DF-N) to front face of bottom chord.
11)Fill all nail holes where hanger is in contact with lumber.
LOAD CASE(S) Standard
1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-4=-84, 4-7=-84, 1-7=-14
Job Truss Truss Type Qty Ply
D02 1 220-067494T Common Girder Job Reference (optional)
Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 08:19:08 Page: 1
ID:ZzH5HqhNdVGphuBPoY5fzcz36xB-dEOJxD07yPKsbuJUBqONRCe2VZPWPn3YWQqNQRz36iY
Continued on page 2
Concentrated Loads (lb)
Vert: 11=-1473 (F), 12=-1473 (F), 13=-1473 (F), 14=-1473 (F), 15=-1473 (F), 16=-1473 (F)
Job Truss Truss Type Qty Ply
D02 1 220-067494T Common Girder Job Reference (optional)
Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 08:19:08 Page: 2
ID:ZzH5HqhNdVGphuBPoY5fzcz36xB-dEOJxD07yPKsbuJUBqONRCe2VZPWPn3YWQqNQRz36iY