HomeMy WebLinkAboutTRUSS SPECS - 22-00466 - 1324 Stone Dr - New SFR.pdf512
=4x6
=5x8
=2x4
=3x4
=3x4
=3x6
=5x6
=3x10 =3x6
=3x4
=3x4
=3x4
=5x8
=4x6
1 2
29 28 27 26 25 2458 23 2221 20 19 18 1716 15 5914 13 12 11 10 9
8
56 57
73
64
5
T2
T1
T2
T3
B1 B1B2
W4
W3 W2
W1W1
W2 W3
ST12
ST13
ST10
ST11
ST9
ST7
ST8
ST6ST4
ST5ST3
ST2
ST1
ST12
ST13
ST10
ST11
ST9
ST7
ST8
ST6 ST4
ST5 ST3
ST2
ST1
1-2-0
-1-2-0
6-2-0
33-4-4
6-2-0
13-11-11
6-7-5
20-7-0
6-7-5
27-2-5
7-9-12
7-9-12
7-9-12
41-2-0
9-11-4
20-7-0
9-11-4
30-6-4
10-7-12
10-7-12
10-7-12
41-2-09-4-90-4-18-10-15Scale = 1:70.2
Plate Offsets (X, Y):[2:0-3-13,0-2-3], [3:0-4-0,0-3-4], [7:0-3-12,0-3-4], [8:0-4-5,0-1-15], [13:0-1-8,0-1-8], [25:0-1-12,0-0-1]
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 0.51 Vert(LL)n/a -n/a 999 MT20 220/195
TCDL 7.0 Lumber DOL 1.15 BC 0.56 Vert(CT)n/a -n/a 999
BCLL 0.0 *Rep Stress Incr YES WB 0.46 Horz(CT)0.01 8 n/a n/a
BCDL 7.0 Code IRC2018/TPI2014 Matrix-SH Weight: 279 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
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 5-19, 6-19, 4-19
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS All bearings 41-2-0.
(lb) -Max Horiz 2=168 (LC 10)
Max Uplift All uplift 100 (lb) or less at joint(s) 2, 8, 9, 10, 28, 29 except
13=-329 (LC 11), 19=-246 (LC 10), 25=-341 (LC 10)
Max Grav All reactions 250 (lb) or less at joint(s) 8, 10, 11, 12, 14, 15, 17,
18, 20, 21, 23, 24, 26, 27, 28 except 2=373 (LC 23), 9=286 (LC
24), 13=948 (LC 24), 19=912 (LC 1), 25=945 (LC 23), 29=253
(LC 23)
1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-56=-342/104, 3-4=-73/308, 6-7=0/309, 8-57=-342/104
WEBS 5-19=-601/144, 6-13=-557/178, 7-13=-583/333, 3-25=-580/316, 4-25=-557/177
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Corner(3E) -1-2-11 to 2-10-12, Exterior(2N) 2-10-12 to 16-5-10, Corner(3R) 16-5-10 to 24-8-6, Exterior(2N) 24-8-6 to 37-0-10, Corner(3E) 37-0-10 to 41-2-0 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, 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, 8, 28, 29, 10, 9 except (jt=lb) 19=246, 25=340, 13=329.
10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2.
11)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
A01 1 121-125426T Common Structural Gable Job Reference (optional)
Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Tue Jul 12 09:03:49 Page: 1
ID:NfDBvbLxj0Xa6OxypN1l2Nyz4bd-8umNTx7tToPY7eU8fjONZqI0qDA0jbOKMXrk_vyyrGf
512
3.512=3x6 =5x6
=3x4
=4x5
=5x6
=5x8
=3x6
=5x8
=5x6
=2x4 =MT20HS 5x12
=4x6
=MT20HS 5x12
=1.5x4 =4x6
1
2
12
11 10
9
16
3 17
1315
20
4 8
14
5 7
1918
6
T1
T2
T3
T2
B1 B5 B6
B2
B3
B4
W1
W3
W5
W9
W10
W4
W8
W2 W7
W6
W11
1-2-0
-1-2-0
2-3-12
2-3-12
5-4-4
7-8-0
5-7-8
26-2-8
6-3-0
13-11-0
6-8-0
20-7-0
7-3-8
33-6-0
7-8-0
41-2-0
2-5-8
2-5-8
5-2-8
7-8-0
5-7-8
26-0-12
6-3-0
13-11-0
6-6-4
20-5-4
7-5-4
33-6-0
7-8-0
41-2-09-4-90-4-1 1-5-58-10-151-5-51-5-51-10-133-4-2Scale = 1:73
Plate Offsets (X, Y):[4:0-3-0,0-3-0], [8:0-6-0,0-3-4], [11:0-6-0,0-3-0], [13:0-2-0,0-3-0]
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 0.83 Vert(LL)-0.20 14-15 >999 360 MT20 220/195
TCDL 7.0 Lumber DOL 1.15 BC 0.49 Vert(CT)-0.29 14-15 >999 240 MT20HS 165/146
BCLL 0.0 *Rep Stress Incr YES WB 0.92 Horz(CT)0.14 11 n/a n/a
BCDL 7.0 Code IRC2018/TPI2014 Matrix-SH Wind(LL)0.12 14-15 >999 240 Weight: 202 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* W10,W8,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 4-1-5 oc purlins.
BOT CHORD Rigid ceiling directly applied or 5-9-10 oc bracing.
WEBS 1 Row at midpt 7-11, 11-13, 5-13
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (lb/size)2=937/0-5-8, (min. 0-1-8), 9=-42/ Mechanical, (min. 0-1-8),
11=3233/0-5-8, (min. 0-3-7)
Max Horiz 2=168 (LC 10)
Max Uplift 2=-219 (LC 10), 9=-464 (LC 23), 11=-556 (LC 10)
Max Grav 2=958 (LC 23), 9=408 (LC 24), 11=3233 (LC 1)
2 2FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1761/379, 3-17=-2376/539, 4-17=-2293/555, 4-5=-1194/267, 5-18=-77/507, 6-18=-65/640, 6-19=-41/627,
7-19=-50/486, 7-8=-386/2045, 8-20=-339/1423, 9-20=-388/1397
BOT CHORD 2-16=-480/1573, 15-16=-478/1585, 14-15=-607/2220, 13-14=-223/1071, 6-13=-877/175, 10-11=-1290/348,
9-10=-1286/349
WEBS 3-16=-425/175, 5-14=-170/982, 7-11=-2226/447, 8-11=-1078/338, 4-14=-1126/368, 7-13=-337/1757, 3-15=-117/609,
11-13=-1871/488, 5-13=-1756/499, 8-10=0/284
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior(2E) -1-2-11 to 2-10-12, Interior (1) 2-10-12 to 16-5-10, Exterior(2R) 16-5-10 to 24-8-6, Interior (1) 24-8-6 to 36-11-14, Exterior(2E) 36-11-14 to 41-1-4 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)All plates are MT20 plates unless otherwise indicated.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any 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 464 lb uplift at joint 9, 219 lb uplift at joint 2 and 556 lb uplift at joint 11.
8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
A02 4 121-125426T Roof Special Job Reference (optional)
Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Tue Jul 12 09:03:49 Page: 1
ID:mUc5cygpQla5u6QJUA8vRCyz5IO-8umNTx7tToPY7eU8fjONZqIxsDB2jUCKMXrk_vyyrGf
512
3.512
=3x6 =5x6
=3x4
=4x5
=5x6
=5x8
=3x6
=5x8
=5x6
=MT18HS 9x12
=4x5
=MT20HS 5x12
=1.5x4 =4x5
1
2
10
9
15 11
3 16
1214
19
84
13
5
71817
6
T1
T2
T3
T2
B1 B3
B2 B2
W1
W7
W8
W9
W5
W3
W6
W11W10
W4
W2
1-2-0
-1-2-0
2-3-12
2-3-12
4-11-4
25-6-4
5-4-4
7-8-0
6-3-0
13-11-0
6-8-0
20-7-0
7-8-0
41-2-0
7-11-12
33-6-0
2-5-8
2-5-8
4-9-8
25-4-8
5-2-8
7-8-0
6-3-0
13-11-0
6-8-0
20-7-0
7-8-0
41-2-0
8-1-8
33-6-09-4-90-4-18-10-153-4-2Scale = 1:72.1
Plate Offsets (X, Y):[4:0-3-0,0-3-0], [8:0-6-0,0-3-4], [11:0-9-8,0-2-12]
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 0.87 Vert(LL)-0.19 13-14 >999 360 MT20 220/195
TCDL 7.0 Lumber DOL 1.15 BC 0.38 Vert(CT)-0.27 13-14 >999 240 MT20HS 165/146
BCLL 0.0 *Rep Stress Incr YES WB 0.86 Horz(CT)0.13 11 n/a n/a MT18HS 220/195
BCDL 7.0 Code IRC2018/TPI2014 Matrix-SH Wind(LL)0.11 13-14 >999 240 Weight: 194 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,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 2-2-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 4-11-3 oc bracing.
WEBS 1 Row at midpt 7-11, 5-12, 8-11
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (lb/size)2=895/0-5-8, (min. 0-1-8), 9=32/ Mechanical, (min. 0-1-8),
11=3200/0-5-8, (min. 0-3-7)
Max Horiz 2=168 (LC 10)
Max Uplift 2=-210 (LC 10), 9=-421 (LC 23), 11=-555 (LC 10)
Max Grav 2=925 (LC 23), 9=460 (LC 24), 11=3200 (LC 1)
3 3FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1685/359, 3-16=-2222/496, 4-16=-2139/512, 4-5=-1003/216, 5-17=-106/635, 6-17=-94/768, 6-18=-70/737,
7-18=-73/593, 7-8=-364/1956, 8-19=-402/1304, 9-19=-537/1278
BOT CHORD 2-15=-461/1505, 14-15=-460/1518, 13-14=-566/2071, 12-13=-175/890, 11-12=-1826/475, 10-11=-1180/389,
9-10=-1176/393
WEBS 3-15=-406/170, 6-12=-927/188, 7-12=-307/1623, 7-11=-2179/428, 5-13=-148/895, 5-12=-1661/477, 8-10=0/315,
8-11=-1170/359, 4-13=-1169/375, 3-14=-95/531
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior(2E) -1-2-11 to 2-10-12, Interior (1) 2-10-12 to 16-5-10, Exterior(2R) 16-5-10 to 24-8-6, Interior (1) 24-8-6 to 36-11-14, Exterior(2E) 36-11-14 to 41-1-4 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)All plates are MT20 plates unless otherwise indicated.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any 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 421 lb uplift at joint 9, 210 lb uplift at joint 2 and 555 lb uplift at joint 11.
8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
A03 1 121-125426T Roof Special Job Reference (optional)
Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Tue Jul 12 09:03:49 Page: 1
ID:OMbo0kyNeQp5UR8Dj36rDTyz5Kb-8umNTx7tToPY7eU8fjONZqIw8DDvjV5KMXrk_vyyrGf
512
3.512
=3x6
=5x6
=4x12
=6x8
=5x6
=5x8
=3x6
=5x6
=4x8
=MT20HS 5x12
=4x5
=MT20HS 5x12
=1.5x4 =4x5
1 2
10
9
15 11
3 16
1214
19
84
13
5
71817
6
T2
T1
T2
T3
B1 B3
B2 B2
W1
W3
W4
W5
W6
W7
W8
W9
W10 W11
W2
1-2-0
-1-2-0
2-3-12
2-3-12
4-11-4
25-6-4
5-4-4
7-8-0
6-3-0
13-11-0
6-8-0
20-7-0
7-8-0
41-2-0
7-11-12
33-6-0
2-5-8
2-5-8
4-9-8
25-4-8
5-2-8
7-8-0
6-3-0
13-11-0
6-8-0
20-7-0
7-8-0
41-2-0
8-1-8
33-6-09-4-90-4-18-10-153-4-2Scale = 1:72.1
Plate Offsets (X, Y):[4:0-3-0,0-3-0], [8:0-6-0,0-3-4], [11:0-9-8,0-2-12]
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 0.82 Vert(LL)-0.13 13-14 >999 360 MT20 220/195
TCDL 7.0 Lumber DOL 1.15 BC 0.39 Vert(CT)-0.20 13-14 >999 240 MT20HS 165/146
BCLL 0.0 *Rep Stress Incr YES WB 0.80 Horz(CT)0.11 11 n/a n/a
BCDL 7.0 Code IRC2018/TPI2014 Matrix-SH Wind(LL)0.08 9-10 >999 240 Weight: 194 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,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 5-3-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 5-6-1 oc bracing.
WEBS 1 Row at midpt 5-12, 7-11, 8-11
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (lb/size)9=172/ Mechanical, (min. 0-1-8), 11=2877/0-5-8, (min. 0-3-1),
15=1082/0-5-8, (min. 0-1-8)
Max Horiz 15=168 (LC 10)
Max Uplift 9=-275 (LC 23), 11=-473 (LC 10), 15=-254 (LC 10)
Max Grav 9=493 (LC 24), 11=2877 (LC 1), 15=1118 (LC 23)
4 4FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-413/427, 3-16=-1533/349, 4-16=-1444/365, 4-5=-1051/240, 5-17=-52/436, 6-17=-40/569, 6-18=-16/538,
7-18=-19/394, 7-8=-270/1596, 8-19=-487/932, 9-19=-622/906
BOT CHORD 2-15=-328/415, 14-15=-491/455, 13-14=-426/1416, 12-13=-199/937, 11-12=-1474/382, 10-11=-838/467, 9-10=-834/471
WEBS 3-15=-939/292, 4-14=-278/144, 4-13=-517/219, 5-13=-118/734, 5-12=-1485/444, 6-12=-774/147, 7-12=-251/1400,
7-11=-1956/370, 8-11=-1164/359, 8-10=0/315, 3-14=-423/1802
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior(2E) -1-2-11 to 2-10-12, Interior (1) 2-10-12 to 16-5-10, Exterior(2R) 16-5-10 to 24-8-6, Interior (1) 24-8-6 to 36-11-14, Exterior(2E) 36-11-14 to 41-1-4 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)All plates are MT20 plates unless otherwise indicated.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any 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 254 lb uplift at joint 15, 473 lb uplift at joint 11 and 275 lb uplift at joint 9.
8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
A04 4 121-125426T Roof Special Job Reference (optional)
Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Tue Jul 12 09:03:49 Page: 1
ID:Za3zLpfd3FCQWruTONAWriyz5MH-d4JlhH8VE5XPlo3LDQvc52q6gdY_SzPTbBbIWMyyrGe
512
3.512=3x6
=5x6
=4x12
=6x8
=5x6
=7x8
=4x8
=4x12
=5x6
=5x10
=3x4
=2x6
=MT18HS 9x12
=1.5x4
=3x6
1 2
11 10 21
9
16 12
3 17
1315
20
84
14
5
71819
6
T1
T2
T3
T2
B1 B3
B2 B2
W1
W7
W8
W9
W5
W3
W6
W12W10
W4
W2 W11
1-2-0
-1-2-0
2-3-12
2-3-12
4-11-4
25-6-4
5-4-4
7-8-0
6-3-0
13-11-0
6-8-0
20-7-0
7-8-0
41-2-0
7-11-12
33-6-0
0-2-12
32-3-0
1-3-0
33-6-0
2-5-8
2-5-8
4-9-8
25-4-8
5-2-8
7-8-0
6-3-0
13-11-0
6-7-12
32-0-4
6-8-0
20-7-0
7-8-0
41-2-09-4-90-4-18-10-153-4-2Scale = 1:72.1
Plate Offsets (X, Y):[4:0-3-0,0-3-0], [9:0-0-2,Edge], [12:0-7-0,0-2-8], [16:0-3-8,0-2-12]
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 0.81 Vert(LL)-0.39 13-14 >911 360 MT20 220/195
TCDL 7.0 Lumber DOL 1.15 BC 0.54 Vert(CT)-0.55 14-15 >642 240 MT18HS 220/195
BCLL 0.0 *Rep Stress Incr YES WB 0.87 Horz(CT)0.30 11 n/a n/a
BCDL 7.0 Code IRC2018/TPI2014 Matrix-SH Wind(LL)0.22 14-15 >999 240 Weight: 198 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,W10,W2:2x4 DF 1800F 1.6E or 2x4 DF
No.1&Btr or 2x4 DF-N 1800F 1.6E
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-0-1 oc purlins.
BOT CHORD Rigid ceiling directly applied or 4-10-12 oc bracing.
WEBS 1 Row at midpt 5-13, 8-12
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (lb/size)11=2469/0-5-8, (min. 0-2-10), 16=1668/0-5-8, (min. 0-1-12)
Max Horiz 16=168 (LC 10)
Max Uplift 11=-508 (LC 7), 16=-381 (LC 10)
5 5FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-415/388, 3-17=-3331/764, 4-17=-3238/780, 4-5=-3775/869, 5-18=-1245/302, 6-18=-1127/315, 6-19=-1193/343,
7-19=-1220/329, 7-8=-854/233, 8-20=-666/895, 9-20=-677/751
BOT CHORD 2-16=-288/416, 15-16=-532/456, 14-15=-829/3158, 13-14=-803/3551, 12-13=-91/674, 11-12=-1774/1271,
10-11=-696/676, 10-21=-692/663, 9-21=-692/663
WEBS 3-16=-1470/415, 6-13=-117/453, 7-13=-152/586, 7-12=-1123/354, 5-14=-402/1962, 4-15=-619/214, 5-13=-2834/757,
8-10=-488/187, 8-12=-1057/2627, 4-14=0/380, 3-15=-780/3503, 8-11=-2645/1458
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior(2E) -1-2-11 to 2-10-12, Interior (1) 2-10-12 to 16-5-10, Exterior(2R) 16-5-10 to 24-8-6, Interior (1) 24-8-6 to 37-0-10, Exterior(2E) 37-0-10 to 41-2-0 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)All plates are MT20 plates unless otherwise indicated.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 381 lb uplift at joint 16 and 508 lb uplift at joint 11.
7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
A05 1 121-125426T Roof Special Job Reference (optional)
Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Tue Jul 12 09:03:49 Page: 1
ID:faP?GgZL598IbynuGiQW7byz4dv-d4JlhH8VE5XPlo3LDQvc52q6tdWZSyETbBbIWMyyrGe
512
3.512
=3x6
=5x6
=5x8
=6x8
=5x6
=7x8
=4x8
=5x8
=5x6
=5x10
=3x4
=3x6
=MT18HS 9x12
=1.5x4
=3x6
1012
12 11 22
9
17 13
3 2118
1416
84
15
5
72019
6
T1
T2
T1
T2
B1 B3
B2 B2
W1
W7
W8
W9
W5
W3
W6
W12W10
W4
W2 W11
1-2-0
-1-2-0
1-2-0
42-4-0
2-3-12
2-3-12
4-11-4
25-6-4
5-4-4
7-8-0
6-3-0
13-11-0
6-8-0
20-7-0
7-8-0
41-2-0
7-11-12
33-6-0
0-2-12
32-3-0
1-3-0
33-6-0
2-5-8
2-5-8
4-9-8
25-4-8
5-2-8
7-8-0
6-3-0
13-11-0
6-7-12
32-0-4
6-8-0
20-7-0
7-8-0
41-2-09-4-90-4-18-10-153-4-2Scale = 1:73.8
Plate Offsets (X, Y):[4:0-3-0,0-3-0], [8:0-6-0,0-3-4], [13:0-7-4,0-2-8], [17:0-3-8,0-2-12]
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 0.84 Vert(LL)-0.37 15-16 >950 360 MT20 220/195
TCDL 7.0 Lumber DOL 1.15 BC 0.52 Vert(CT)-0.53 15-16 >664 240 MT18HS 220/195
BCLL 0.0 *Rep Stress Incr YES WB 0.91 Horz(CT)0.29 12 n/a n/a
BCDL 7.0 Code IRC2018/TPI2014 Matrix-SH Wind(LL)0.21 15-16 >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 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,W10,W2:2x4 DF 1800F 1.6E or 2x4 DF
No.1&Btr or 2x4 DF-N 1800F 1.6E
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-1-4 oc purlins.
BOT CHORD Rigid ceiling directly applied or 4-5-11 oc bracing.
WEBS 1 Row at midpt 5-14, 8-13
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (lb/size)12=2605/0-5-8, (min. 0-2-12), 17=1634/0-5-8, (min. 0-1-12)
Max Horiz 17=-160 (LC 15)
Max Uplift 12=-564 (LC 7), 17=-378 (LC 10)
6 6FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-417/388, 3-18=-3219/744, 4-18=-3127/760, 4-5=-3605/839, 5-19=-1152/290, 6-19=-1034/304, 6-20=-1100/331,
7-20=-1127/317, 7-8=-726/219, 8-21=-852/1184, 9-21=-859/1026
BOT CHORD 2-17=-288/418, 16-17=-530/483, 15-16=-801/3049, 14-15=-766/3388, 13-14=-69/554, 12-13=-2097/1494,
11-12=-963/874, 11-22=-960/861, 9-22=-960/861
WEBS 3-17=-1437/409, 6-14=-108/441, 7-14=-173/634, 7-13=-1173/377, 5-15=-384/1885, 4-16=-597/210, 5-14=-2750/736,
8-11=-461/184, 8-13=-1191/2847, 4-15=0/327, 3-16=-761/3398, 8-12=-2780/1520
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior(2E) -1-2-11 to 2-10-12, Interior (1) 2-10-12 to 16-5-10, Exterior(2R) 16-5-10 to 24-8-6, Interior (1) 24-8-6 to 38-3-4, Exterior(2E) 38-3-4 to 42-4-11 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)All plates are MT20 plates unless otherwise indicated.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 378 lb uplift at joint 17 and 564 lb uplift at joint 12.
7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
A06 1 121-125426T Roof Special Job Reference (optional)
Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Tue Jul 12 09:03:49 Page: 1
ID:0Ln90qFUvNBLJZ3fYTQfPOyz4d1-d4JlhH8VE5XPlo3LDQvc52q5QdWuSxcTbBbIWMyyrGe
512
=4x5 =2x4
=3x4
=4x5
=3x4
=3x6
=7x8
=3x4
=5x6
=3x10
=3x4
=5x6
=5x6
=3x6 =1.5x4
=3x6
LUS24 LUS24
LUS24 LUS24
11
14 13 12
10
15
1
18 17 19 20 16
2
9
3 84
75
6
T1
T2
T3
T2
B3B2B1
W5
W7
W5W6W6
W9W8
W10
W1 W2
W3 W4
1-2-0
42-4-0
2-5-8
2-5-8
3-8-9
35-4-8
5-4-5
20-7-0
5-4-6
25-11-6
5-8-9
31-7-15
5-9-8
41-2-0
6-0-12
8-6-4
6-8-7
15-2-11
0-2-13
32-3-0
0-1-12
2-5-8
2-3-12
2-3-12
5-4-6
25-11-6
5-6-1
20-7-0
6-0-12
32-0-3
6-0-12
8-6-4
6-6-11
15-0-15
8-11-0
41-2-09-4-90-4-18-10-15Scale = 1:70.5
Plate Offsets (X, Y):[8:0-3-0,0-3-0], [13:0-3-0,0-3-0], [15:0-4-0,0-3-4]
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 0.51 Vert(LL)-0.10 16-17 >763 360 MT20 220/195
TCDL 7.0 Lumber DOL 1.15 BC 0.58 Vert(CT)-0.13 16-17 >546 240
BCLL 0.0 *Rep Stress Incr NO WB 0.68 Horz(CT)-0.01 12 n/a n/a
BCDL 7.0 Code IRC2018/TPI2014 Matrix-SH Wind(LL)0.05 16-17 >999 240 Weight: 221 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* B1:2x6 DF 1800F 1.6E or 2x6 DF SS
WEBS 2x4 DF Stud/Std *Except* W7,W6,W4:2x4 DF 1800F 1.6E or 2x4 DF
No.1&Btr or 2x4 DF-N 1800F 1.6E
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except:
10-0-0 oc bracing: 14-15,13-14.
WEBS 1 Row at midpt 6-14, 5-14
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS All bearings 2-5-8. except 12=0-5-8, 16=0-3-8
(lb) -Max Horiz 1=-170 (LC 9)
Max Uplift All uplift 100 (lb) or less at joint(s) 1 except 12=-546 (LC 26),
16=-471 (LC 8), 17=-559 (LC 8)
Max Grav All reactions 250 (lb) or less at joint(s) 1 except 12=2312 (LC
1), 16=2116 (LC 1), 17=2553 (LC 21)
7 7FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 3-4=-678/173, 4-5=-568/193, 5-6=-562/205, 6-7=-560/221, 7-8=-311/145, 8-9=-432/1430, 9-10=-358/1031
BOT CHORD 14-15=-110/533, 13-14=0/286, 12-13=-1074/465, 10-12=-855/373
WEBS 5-15=-369/121, 7-13=-854/246, 7-14=-85/337, 8-12=-1899/461, 8-13=-302/1550, 9-12=-499/209, 2-17=-389/177,
3-16=-1167/372, 3-15=-129/716
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=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
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 100 lb uplift at joint(s) 1 except (jt=lb) 12=545, 17=559, 16=470.
6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
7)Use Simpson Strong-Tie LUS24 (4-SD9112 Girder, 2-SD9212 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 0-8-12 from the left end to 6-8-12 to
connect truss(es) C03 (1 ply 2x4 DF or DF-N), C06 (1 ply 2x4 DF or DF-N) to back face of bottom chord.
8)Fill all nail holes where hanger is in contact with lumber.
9)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-6=-84, 6-11=-84, 1-10=-14
Concentrated Loads (lb)
Vert: 17=-747 (B), 18=-748 (B), 19=-747 (B), 20=-747 (B)
Job Truss Truss Type Qty Ply
A07 1 121-125426T Common Job Reference (optional)
Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Tue Jul 12 09:03:49 Page: 1
ID:0iF34j?EFXg5QQzFv6W4rxyyre3-d4JlhH8VE5XPlo3LDQvc52qBYdVyS?8TbBbIWMyyrGe
512
=1.5x4
=6x8
=5x6
=3x4
=4x5
=3x10
=3x4
=5x6
=5x6
=6x8 =1.5x4
=3x6
8
9
13
12 11 10 18
7
17
6
1 5
14
42
1615
3
T1 T2
T3
W1
B1 B3B2
W2
W5
W4W3
W7
W4 W3
W6
W8
1-2-0
33-11-8
3-8-9
27-0-0
5-4-5
12-2-8
5-4-6
17-6-14
5-8-9
23-3-7
5-9-8
32-9-8
6-10-3
6-10-3
0-2-13
23-10-8
5-4-5
12-2-8
5-4-6
17-6-14
6-0-12
23-7-11
6-10-3
6-10-3
8-11-0
32-9-89-4-93-9-150-4-18-10-15Scale = 1:59.5
Plate Offsets (X, Y):[5:0-3-0,0-3-0], [7:0-3-0,0-1-8], [10:0-3-0,0-3-0], [12:0-3-0,0-3-0]
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 0.69 Vert(LL)-0.05 12-13 >999 360 MT20 220/195
TCDL 7.0 Lumber DOL 1.15 BC 0.53 Vert(CT)-0.09 12-13 >999 240
BCLL 0.0 *Rep Stress Incr YES WB 0.71 Horz(CT)0.01 9 n/a n/a
BCDL 7.0 Code IRC2018/TPI2014 Matrix-SH Wind(LL)-0.08 9-10 >999 240 Weight: 178 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* W2,W5,W4:2x4 DF 1800F 1.6E or 2x4 DF
No.1&Btr or 2x4 DF-N 1800F 1.6E
BRACING
TOP CHORD Structural wood sheathing directly applied or 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 3-11, 2-11
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)9=2367/0-5-8, (min. 0-2-8), 13=935/0-3-8, (min. 0-1-8)
Max Horiz 13=-251 (LC 11)
Max Uplift 9=-539 (LC 7), 13=-200 (LC 10)
8 8FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-14=-852/185, 2-14=-746/197, 2-15=-642/197, 3-15=-538/212, 3-16=-538/226, 4-16=-636/210, 4-5=-370/148,
5-6=-993/1430, 6-17=-860/1031, 7-17=-865/914, 1-13=-890/224
BOT CHORD 11-12=-119/698, 10-11=-1/440, 9-10=-1069/976, 9-18=-856/842, 7-18=-856/842
WEBS 1-12=-123/744, 2-11=-343/163, 2-12=-263/117, 5-9=-1956/745, 4-11=-305/362, 4-10=-882/514, 5-10=-661/1608,
6-9=-499/266
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior(2E) 0-1-12 to 3-5-2, Interior (1) 3-5-2 to 8-11-2, Exterior(2R) 8-11-2 to 15-5-14, Interior (1) 15-5-14 to 30-8-13, Exterior(2E) 30-8-13 to 34-0-3 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 200 lb uplift at joint 13 and 539 lb uplift at joint 9.
6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
A08 1 121-125426T Common Job Reference (optional)
Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Tue Jul 12 09:03:49 Page: 1
ID:Y95ZN6auWwuG_aJbaS_aNFyz3Wt-d4JlhH8VE5XPlo3LDQvc52q8mdWkS_lTbBbIWMyyrGe
512
=2x4
=4x5
=5x6
=3x4
=4x5
=3x10
=3x4
=5x6
=5x6
=3x4 =1.5x4
=4x6
8
9
13
12 11 10
7
17
6
1 5
14
42
15 16
3
T1
W1
T3
T2
B3B1B2
W5
W3
W2
W3W4W4
W7W6
W8
1-2-0
33-11-8
3-8-9
27-0-0
5-4-5
12-2-8
5-4-6
17-6-14
5-8-9
23-3-7
5-9-8
32-9-8
6-10-3
6-10-3
5-4-5
12-2-8
5-4-6
17-6-14
6-0-12
23-7-11
6-10-3
6-10-3
9-1-13
32-9-89-4-93-9-150-4-18-10-15Scale = 1:59.5
Plate Offsets (X, Y):[1:0-2-0,0-1-8], [5:0-3-0,0-3-0], [7:0-1-2,Edge], [10:0-3-0,0-3-0], [12:0-3-0,0-3-0]
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 0.88 Vert(LL)-0.19 9-10 >999 360 MT20 220/195
TCDL 7.0 Lumber DOL 1.15 BC 0.58 Vert(CT)-0.31 7-9 >999 240
BCLL 0.0 *Rep Stress Incr YES WB 0.65 Horz(CT)0.09 7 n/a n/a
BCDL 7.0 Code IRC2018/TPI2014 Matrix-SH Wind(LL)0.10 7-9 >999 240 Weight: 178 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,W2,W4:2x4 DF 1800F 1.6E or 2x4 DF
No.1&Btr or 2x4 DF-N 1800F 1.6E
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-1-12 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
8-11-13 oc bracing: 7-9.
WEBS 1 Row at midpt 4-11, 2-11
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)7=1713/0-5-8, (min. 0-1-13), 13=1586/0-3-8, (min. 0-1-11)
Max Horiz 13=-251 (LC 11)
Max Uplift 7=-364 (LC 11), 13=-264 (LC 10)
9 9FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-14=-1591/334, 2-14=-1485/346, 2-15=-1629/413, 3-15=-1525/428, 1-13=-1539/347, 3-16=-1525/425, 4-16=-1623/415,
4-5=-2297/492, 5-6=-2983/602, 6-17=-3275/685, 7-17=-3363/668
BOT CHORD 11-12=-185/1380, 10-11=-246/2043, 9-10=-398/2657, 7-9=-550/2997
WEBS 3-11=-173/797, 2-12=-628/194, 1-12=-286/1515, 4-10=-93/511, 4-11=-997/324, 2-11=-211/270, 5-9=-37/340,
5-10=-759/235, 6-9=-379/179
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior(2E) 0-1-12 to 3-5-2, Interior (1) 3-5-2 to 8-11-2, Exterior(2R) 8-11-2 to 15-5-14, Interior (1) 15-5-14 to 30-8-13, Exterior(2E) 30-8-13 to 34-0-3 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 264 lb uplift at joint 13 and 364 lb uplift at joint 7.
6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
A09 6 121-125426T Common Job Reference (optional)
Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Tue Jul 12 09:03:49 Page: 1
ID:?3CX48vOlQXFUrqSBiP30Eyz3Sa-d4JlhH8VE5XPlo3LDQvc52q5odVyS?hTbBbIWMyyrGe
512
=3x6
=5x6
=4x6
=8x12 =3x10
=3x4
=3x6 =4x6
=4x6
=5x6
=3x10 =4x6 =4x6
=3x6
=3x4
=3x10
=8x12 =4x6
=5x6
=3x6
241
45 44 43 42 41 40 39 3837 36 35 34 3332 31 30 29 28 27 26 25
23
2 2257
5146
563 21
5550
4 20195
49 545247
6 18
7 175348
8 16
159
10 14
11 13
12
T1
T2
T3
T2
B1B2B1
W1
W2
W4
W3 W2
W1
W3
ST3
ST2
ST1
ST3
ST2
ST1
O9
O10
O7
O8
O6
O4
O5
O3O1
O2
O9
O10
O7
O8
O6
O4
O5
O3 O1
O2
1-2-0
42-4-0
6-2-0
33-4-4
6-2-0
13-11-11
6-7-5
20-7-0
6-7-5
27-2-5
7-9-12
7-9-12
7-9-12
41-2-0
9-11-4
20-7-0
9-11-4
30-6-4
10-7-12
10-7-12
10-7-12
41-2-09-4-90-4-18-10-15Scale = 1:70.5
Plate Offsets (X, Y):[5:0-3-0,0-3-0], [19:0-3-0,0-3-0]
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 0.04 Vert(CT)n/a -n/a 999
BCLL 0.0 *Rep Stress Incr YES WB 0.12 Horz(CT)0.01 23 n/a n/a
BCDL 7.0 Code IRC2018/TPI2014 Matrix-SH Weight: 279 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
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 12-35
JOINTS 1 Brace at Jt(s): 46, 47, 49, 51,
52, 54
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 41-2-0.
(lb) -Max Horiz 1=-168 (LC 11)
Max Uplift All uplift 100 (lb) or less at joint(s) 1, 23, 25, 26, 27, 28, 29, 30,
33, 34, 35, 36, 37, 39, 40, 41, 42, 43, 44, 45
Max Grav All reactions 250 (lb) or less at joint(s) 1, 23, 25, 26, 27, 28, 30,
31, 33, 34, 36, 37, 39, 40, 42, 43, 44 except 29=336 (LC 24),
35=292 (LC 1), 41=336 (LC 23), 45=266 (LC 23)
10 10FORCES (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 7-16; 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
Corner(3E) 0-0-0 to 4-1-6, Exterior(2N) 4-1-6 to 16-5-10, Corner(3R) 16-5-10 to 24-7-0, Exterior(2N) 24-7-0 to 38-3-4, Corner(3E) 38-3-4 to 42-4-11 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) 1, 23, 43, 44, 45, 27, 26, 25, 35, 36, 37, 39, 40, 41, 42, 34,
33, 30, 29, 28.
10)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
A10 1 121-125426T Common Job Reference (optional)
Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Tue Jul 12 09:03:49 Page: 1
ID:ycYi2KayFpwg12OzGhuQcLyz3QQ-d4JlhH8VE5XPlo3LDQvc52qHIdeOS8zTbBbIWMyyrGe
512
=3x4
=5x6
=4x5
=3x4
1 11
2
18 17 16 15 14 13 12
10
19 20
93
84
75
6
T1 T1
B1 B1
ST4
ST3
ST2
ST1
ST3
ST2
ST1
1-2-0
21-2-0
1-2-0
-1-2-0
10-0-0
20-0-0
10-0-0
10-0-0
20-0-04-11-100-4-14-6-1Scale = 1:40
Plate Offsets (X, Y):[15:0-3-0,0-3-0]
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 0.13 Vert(LL)n/a -n/a 999 MT20 220/195
TCDL 7.0 Lumber DOL 1.15 BC 0.06 Vert(CT)n/a -n/a 999
BCLL 0.0 *Rep Stress Incr YES WB 0.06 Horz(CT)0.00 10 n/a n/a
BCDL 7.0 Code IRC2018/TPI2014 Matrix-SH Weight: 84 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 20-0-0.
(lb) -Max Horiz 2=82 (LC 14)
Max Uplift All uplift 100 (lb) or less at joint(s) 2, 10, 13, 14, 16, 17 except
12=-115 (LC 11), 18=-115 (LC 10)
Max Grav All reactions 250 (lb) or less at joint(s) 13, 14, 15, 16, 17 except
2=289 (LC 1), 10=289 (LC 1), 12=367 (LC 24), 18=367 (LC 23)
11 11FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 3-18=-295/163, 9-12=-295/163
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Corner(3E) -1-2-11 to 1-9-5, Exterior(2N) 1-9-5 to 7-0-0, Corner(3R) 7-0-0 to 13-0-0, Exterior(2N) 13-0-0 to 18-2-11, Corner(3E) 18-2-11 to 21-2-11 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, 16, 17, 14, 13, 10 except (jt=lb) 18=115, 12=114.
10)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
B01 1 121-125426T Common Supported Gable Job Reference (optional)
Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Tue Jul 12 09:03:49 Page: 1
ID:MdwfRtrCVxWZsfO4i2gLwnyyrWW-ghC?Gb6FiUHhWUvy5?t70dlw?pyg_FMB7u6BSTyyrGg
512
=3x6
=1.5x4
=4x5
=5x8 =1.5x4
=3x6
1 7
2
8
6
9 10
3 5
4
T1 T1
B1 B1
W2
W1W1
1-2-0
21-2-0
1-2-0
-1-2-0
2-11-15
10-0-0
2-11-15
12-11-15
7-0-1
20-0-0
7-0-1
7-0-1
10-0-0
20-0-0
10-0-0
10-0-04-11-100-4-14-6-1Scale = 1:39.8
Plate Offsets (X, Y):[8:0-4-0,0-3-4]
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 0.49 Vert(LL)-0.16 2-8 >999 360 MT20 220/195
TCDL 7.0 Lumber DOL 1.15 BC 0.52 Vert(CT)-0.30 2-8 >793 240
BCLL 0.0 *Rep Stress Incr YES WB 0.40 Horz(CT)0.04 6 n/a n/a
BCDL 7.0 Code IRC2018/TPI2014 Matrix-SH Wind(LL)0.08 2-8 >999 240 Weight: 76 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 4-3-4 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=1081/0-3-8, (min. 0-1-8), 6=1081/0-3-8, (min. 0-1-8)
Max Horiz 2=82 (LC 14)
Max Uplift 2=-222 (LC 10), 6=-222 (LC 11)
12 12FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-9=-1773/444, 3-9=-1670/464, 3-4=-1338/381, 4-5=-1338/381, 5-10=-1670/464, 6-10=-1773/444
BOT CHORD 2-8=-323/1534, 6-8=-323/1534
WEBS 4-8=-229/897, 5-8=-528/234, 3-8=-528/234
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior(2E) -1-2-11 to 1-9-5, Interior (1) 1-9-5 to 6-10-10, Exterior(2R) 6-10-10 to 13-1-6, Interior (1) 13-1-6 to 18-2-11, Exterior(2E) 18-2-11 to 21-2-11 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 222 lb uplift at joint 2 and 222 lb uplift at joint 6.
6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
B02 3 121-125426T Common Job Reference (optional)
Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Tue Jul 12 09:03:49 Page: 1
ID:m1ONXPEnq3mRPDjWPco91kyyrYb-8umNTx7tToPY7eU8fjONZqI07DAgjcOKMXrk_vyyrGf
512
=4x12 =3x10
=3x6
=5x6 =MT18HS 9x12
=7x8 =5x6
=3x6
=3x10 =4x12
LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24
6
1
11 10 12 9 13 8 14 7 15 16
5
42
3
T1 T1
B1 B1
W4
W2
W3
W1W1W2
W3
4-5-11
10-0-0
4-5-11
14-5-11
5-6-5
5-6-5
5-6-5
20-0-0
2-11-13
10-0-0
2-11-13
7-0-3
2-11-13
12-11-13
2-11-13
15-11-10
4-0-6
20-0-0
4-0-6
4-0-6
0-4-14-6-1Scale = 1:34.8
Plate Offsets (X, Y):[1:0-0-9,Edge], [5:0-0-9,Edge], [8:0-4-0,0-4-8]
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 0.94 Vert(LL)-0.32 7-8 >739 360 MT20 220/195
TCDL 7.0 Lumber DOL 1.15 BC 0.93 Vert(CT)-0.35 7-8 >668 240 MT18HS 220/195
BCLL 0.0 *Rep Stress Incr NO WB 0.83 Horz(CT)0.09 5 n/a n/a
BCDL 7.0 Code IRC2018/TPI2014 Matrix-SH Wind(LL)0.13 7 >999 240 Weight: 103 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 1-7-1 oc purlins.
BOT CHORD Rigid ceiling directly applied or 4-6-7 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (lb/size)1=2842/0-3-8, (min. 0-3-1), 5=3034/0-3-8, (min. 0-3-4)
Max Horiz 1=73 (LC 12)
Max Uplift 1=-1487 (LC 29), 5=-1113 (LC 28)
13 13FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-6249/3338, 2-3=-5214/2522, 3-4=-5383/2151, 4-5=-6602/2579
BOT CHORD 1-11=-3068/5687, 10-11=-3068/5687, 10-12=-2537/5197, 9-12=-2537/5197, 9-13=-1585/3807, 8-13=-1585/3807,
8-14=-1585/3807, 7-14=-1585/3807, 7-15=-2078/5409, 6-15=-2078/5409, 6-16=-2367/6013, 5-16=-2367/6013
WEBS 3-8=-630/873, 4-7=-944/357, 3-7=-666/1881, 4-6=-485/1028, 2-10=-890/837, 2-9=-844/396, 3-9=-1249/1614
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=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
3)All plates are MT20 plates unless otherwise indicated.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1487 lb uplift at joint 1 and 1113 lb uplift at joint 5.
7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
8)Use Simpson Strong-Tie LUS24 (4-SD9112 Girder, 2-SD9212 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 2-0-12 from the left end to 8-0-12 to
connect truss(es) A02 (1 ply 2x4 DF or DF-N) to back face of bottom chord.
9)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 10-0-12 from the left end to 18-0-12 to connect
truss(es) A03 (1 ply 2x4 DF or DF-N), A04 (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.
11)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-3=-84, 3-5=-84, 1-5=-14
Concentrated Loads (lb)
Vert: 8=-453 (B), 6=-479 (B), 10=-394 (B), 11=-394 (B), 12=-394 (B), 13=-394 (B), 14=-479 (B), 15=-479 (B), 16=-479 (B)
Job Truss Truss Type Qty Ply
B03 1 121-125426T Common Girder Job Reference (optional)
Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Tue Jul 12 09:03:49 Page: 1
ID:B2pMGk7d4?QI7BfVYNbkMeyyrW9-d4JlhH8VE5XPlo3LDQvc52q4sdQQSzsTbBbIWMyyrGe
512
=3x4
=3x4
=4x5
=3x4
111
2
19 18 17 16 15 14 13 12
10
20 2193
84
5 7
6
T1 T1
B1 B2
ST4
ST3
ST2
ST1
ST3
ST2
ST1
1-2-0
17-5-0
1-2-0
-1-2-0
8-1-8
16-3-0
8-1-8
8-1-8
16-3-04-2-40-4-13-8-11Scale = 1:34.1
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 0.08 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 0.04 Horz(CT)0.00 15 n/a n/a
BCDL 7.0 Code IRC2018/TPI2014 Matrix-SH Weight: 66 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 16-3-0.
(lb) -Max Horiz 2=-69 (LC 11)
Max Uplift All uplift 100 (lb) or less at joint(s) 2, 10, 12, 13, 14, 16, 17, 19
Max Grav All reactions 250 (lb) or less at joint(s) 2, 10, 12, 13, 14, 15, 16,
17, 19
14 14FORCES (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 7-16; 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
Corner(3E) -1-2-11 to 1-9-5, Exterior(2N) 1-9-5 to 5-1-8, Corner(3R) 5-1-8 to 11-1-8, Exterior(2N) 11-1-8 to 14-5-11, Corner(3E) 14-5-11 to 17-5-11 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, 16, 17, 19, 14, 13, 12, 10.
10)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
C01 1 121-125426T Common Supported Gable Job Reference (optional)
Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Tue Jul 12 09:03:49 Page: 1
ID:d9kapZrP0KJFf43LKMhwrqyz4TD-d4JlhH8VE5XPlo3LDQvc52qHIdeYS9DTbBbIWMyyrGe
512
=3x4
=1.5x4
=5x8
=4x5
=1.5x4
=3x4
71
2
8
6
9 12
53
1110
4
T1 T1
B1 B1
W2
W1W1
1-2-0
17-5-0
1-2-0
-1-2-0
3-7-6
11-8-14
3-7-6
8-1-8
4-6-2
16-3-0
4-6-2
4-6-2
8-1-8
16-3-0
8-1-8
8-1-84-2-40-4-13-8-11Scale = 1:34
Plate Offsets (X, Y):[2:0-3-0,0-1-8], [6:0-3-0,0-1-8], [8:0-4-0,0-3-0]
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 0.16 Vert(LL)-0.07 2-8 >999 360 MT20 220/195
TCDL 7.0 Lumber DOL 1.15 BC 0.32 Vert(CT)-0.12 2-8 >999 240
BCLL 0.0 *Rep Stress Incr YES WB 0.21 Horz(CT)0.03 6 n/a n/a
BCDL 7.0 Code IRC2018/TPI2014 Matrix-SH Wind(LL)0.02 8 >999 240 Weight: 65 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 5-5-0 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 (lb/size)2=896/0-5-8, (min. 0-1-8), 6=896/0-5-8, (min. 0-1-8)
Max Horiz 2=69 (LC 10)
Max Uplift 2=-188 (LC 10), 6=-188 (LC 11)
15 15FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-9=-1446/450, 3-9=-1380/462, 3-10=-1050/335, 4-10=-983/346, 4-11=-983/346, 5-11=-1050/335, 5-12=-1380/462,
6-12=-1446/450
BOT CHORD 2-8=-336/1259, 6-8=-336/1259
WEBS 4-8=-97/465, 5-8=-418/197, 3-8=-418/197
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior(2E) -1-2-11 to 1-9-5, Interior (1) 1-9-5 to 5-1-8, Exterior(2R) 5-1-8 to 11-1-8, Interior (1) 11-1-8 to 14-5-11, Exterior(2E) 14-5-11 to 17-5-11 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 188 lb uplift at joint 2 and 188 lb uplift at joint 6.
6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
C02 1 121-125426T Common Job Reference (optional)
Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Tue Jul 12 09:03:49 Page: 1
ID:HCxhmrnGBnhyZIBOXp5l9nyz4TI-d4JlhH8VE5XPlo3LDQvc52qG2da0S6ZTbBbIWMyyrGe
512
THIS SIDE OF TRUSS
ON OUTSIDE WALL
Comment 1
=3x4
=4x5
=MT18HS 9x12
=1.5x4
=4x5
=3x10
=1.5x4
=MT18HS 9x12
=3x4
1
14
13 9
8
712
11
10
62
15 16
3 5
4
T1 T2
B1 B4
B3 B2 B3
W3
W2 W2
W1 W10-6-20-6-21-1-10
15-9-0
1-4-10
1-4-10
2-11-13
10-11-13
2-11-13
8-0-0
3-7-9
14-7-6
3-7-9
5-0-3
0-1-12
1-6-6
0-1-12
14-7-6
0-9-10
14-5-10
0-9-10
2-4-0
1-1-10
15-9-0
1-4-10
1-4-10
5-8-0
13-8-0
5-8-0
8-0-03-8-110-4-11 0-5-150-7-4
0-7-40-7-43-1-73-8-11Scale = 1:48.8
Plate Offsets (X, Y):[6:0-3-0,0-7-11], [13:0-2-12,0-7-11], [13:0-8-4,0-7-0]
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 0.55 Vert(LL)-0.23 11-12 >806 360 MT20 220/195
TCDL 7.0 Lumber DOL 1.15 BC 0.84 Vert(CT)-0.35 11-12 >536 240 MT18HS 220/195
BCLL 0.0 *Rep Stress Incr YES WB 0.34 Horz(CT)0.18 7 n/a n/a
BCDL 7.0 Code IRC2018/TPI2014 Matrix-SH Wind(LL)0.13 11-12 >999 240 Weight: 61 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 3-11-4 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
8-9-6 oc bracing: 11-12
8-10-12 oc bracing: 10-11.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)1=761/0-4-0, (min. 0-1-8), 7=761/ Mechanical, (min. 0-1-8)
Max Horiz 1=-60 (LC 15)
Max Uplift 1=-146 (LC 10), 7=-145 (LC 11)
16 16FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-944/332, 2-15=-1812/628, 3-15=-1754/636, 3-4=-1305/464, 4-5=-1304/463, 5-16=-1728/630, 6-16=-1784/622,
6-7=-884/312
BOT CHORD 1-14=-250/716, 13-14=-250/716, 12-13=-121/370, 2-12=-285/977, 11-12=-531/1673, 10-11=-523/1647, 6-10=-303/1031,
9-10=-108/330, 8-9=-223/633, 7-8=-223/633
WEBS 4-11=-232/776, 3-11=-589/272, 5-11=-560/264, 2-14=-442/167, 6-8=-406/156
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior(2E) 0-3-8 to 3-3-8, Interior (1) 3-3-8 to 4-11-8, Exterior(2R) 4-11-8 to 11-3-8, Interior (1) 11-3-8 to 12-9-12, Exterior(2E) 12-9-12 to 15-9-12 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)All plates are MT20 plates unless otherwise indicated.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any 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 146 lb uplift at joint 1 and 145 lb uplift at joint 7.
8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
C03 3 121-125426T Roof Special Job Reference (optional)
Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Tue Jul 12 09:03:49 Page: 1
ID:06K96CAqoJV?halFah8xeJyz4QD-d4JlhH8VE5XPlo3LDQvc52qA0dRvS4UTbBbIWMyyrGe
512
=3x4
=1.5x4
=4x5
=3x10
=1.5x4
=3x4
1
6
5
7 10
2 4
98
3
T1 T2
B1
W2
W1W1
3-6-11
11-6-11
3-6-11
8-0-0
4-2-5
15-9-0
4-5-5
4-5-5
7-9-0
15-9-0
8-0-0
8-0-0
0-4-11 0-5-153-8-11Scale = 1:31.1
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 0.19 Vert(LL)-0.07 1-6 >999 360 MT20 220/195
TCDL 7.0 Lumber DOL 1.15 BC 0.32 Vert(CT)-0.12 1-6 >999 240
BCLL 0.0 *Rep Stress Incr YES WB 0.21 Horz(CT)0.03 5 n/a n/a
BCDL 7.0 Code IRC2018/TPI2014 Matrix-SH Wind(LL)0.03 1-6 >999 240 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
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-4-0 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 (lb/size)1=761/0-4-0, (min. 0-1-8), 5=761/ Mechanical, (min. 0-1-8)
Max Horiz 1=60 (LC 10)
Max Uplift 1=-146 (LC 10), 5=-145 (LC 11)
17 17FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-7=-1433/503, 2-7=-1319/510, 2-8=-1048/369, 3-8=-981/380, 3-9=-981/380, 4-9=-1048/369, 4-10=-1295/502,
5-10=-1409/495
BOT CHORD 1-6=-414/1263, 5-6=-404/1233
WEBS 3-6=-131/478, 4-6=-402/210, 2-6=-429/221
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior(2E) 0-3-8 to 3-3-8, Interior (1) 3-3-8 to 5-1-8, Exterior(2R) 5-1-8 to 11-1-8, Interior (1) 11-1-8 to 12-9-12, Exterior(2E) 12-9-12 to 15-9-12 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 146 lb uplift at joint 1 and 145 lb uplift at joint 5.
7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
C06 1 121-125426T Roof Special Job Reference (optional)
Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Tue Jul 12 09:03:49 Page: 1
ID:M12I8C3gFwU7JWhgRavsw_yz3n2-d4JlhH8VE5XPlo3LDQvc52qGZda3S6XTbBbIWMyyrGe