HomeMy WebLinkAbout324532 Roof Drawings for Permit812
=3x6
=4x4
=3x6
171
30 29 28 27 26 25 24 23 22 21 20 19 18
2 16
3 15
144
135
126
117
108
9
T1 T1
B1
HW1 HW1
ST7
ST6
ST5
ST4
ST3
ST2
ST1
ST6
ST5
ST4
ST3
ST2
ST1
1-6-8
-1-6-8
1-6-8
20-5-8
9-5-8
9-5-8
9-5-8
18-11-0
18-11-07-8-30-7-116-11-6Scale = 1:39.9
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 0.21 Vert(LL)n/a -n/a 999 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.16 Vert(CT)n/a -n/a 999
BCLL 0.0*Rep Stress Incr YES WB 0.35 Horz(CT)-0.01 37 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 90 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x3 SPF No.2
WEDGE Left: 2x4 SPF No.2Right: 2x4 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 18-11-0.
(lb) -Max Horiz 2=-135 (LC 6), 31=-135 (LC 6)
Max Uplift All uplift 100 (lb) or less at joint(s) 16, 18, 19, 20, 21, 22, 23,25, 26, 27, 28, 29, 30, 37 except 2=-108 (LC 22), 31=-108 (LC22)
Max Grav All reactions 250 (lb) or less at joint(s) 2, 19, 20, 21, 22, 23, 25,26, 27, 28, 29, 30, 31 except 18=381 (LC 1), 24=357 (LC 1)
1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-112/276, 3-4=-91/272, 4-5=-75/266, 5-6=-57/266, 6-7=-40/266, 7-8=-22/271, 10-11=0/273, 11-12=0/268,
12-13=0/267, 13-14=-6/274, 15-16=-63/284
WEBS 9-24=-330/0
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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever leftand right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult
qualified building designer as per ANSI/TPI 1.
4)All plates are 2x4 MT20 unless otherwise indicated.
5)Gable requires continuous bottom chord bearing.
6)Gable studs spaced at 1-4-0 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) 16, 25, 26, 27, 28, 29, 30, 23, 22, 21, 20, 19, 18, 16 except
(jt=lb) 2=108, 2=108.
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 Roof
324532-A A 1 1Common Supported Gable Job Reference (optional)
Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Wed Jun 28 07:13:11 Page: 1
ID:BJEn4OYgWGdOduC59L1Oisz1r3q-ZFp10XqqqVcD6CQK?IARVTnyBxRzU9qExL1dvZz1qAf
812
=6x8 =2x4
=3x4
=6x8
=4x8 =2x4
=4x8
=6x8
=3x4 =2x4
=6x8
18 19 11 20 21 10 9 22 23 8 24 25
1 7
2 6
3 4 5
T1
T2
T1
B1 B2
W1
W2 W3 W4 W3 W2
W5
HW1 HW1
4-0-0
22-11-8
4-0-0
18-11-8
7-5-12
7-5-12
7-4-8
30-4-0
7-5-12
14-11-8
7-7-0
37-11-0
9-5-12
28-5-4
9-5-12
18-11-8
9-5-12
37-11-0
9-5-12
9-5-12
0-7-1110-7-6Scale = 1:62.4
Plate Offsets (X, Y):[1:0-3-8,Edge], [3:0-4-0,0-1-9], [5:0-4-0,0-1-9], [7:0-3-8,Edge], [8:0-1-12,0-1-8], [11:0-1-12,0-1-8]
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 0.73 Vert(LL)-0.31 10-11 >999 240 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.86 Vert(CT)-0.49 10-11 >936 180
BCLL 0.0*Rep Stress Incr YES WB 0.49 Horz(CT)0.12 7 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 162 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 2400F 2.0E or 2x4 SP 2400F 2.0E *Except* T2:2x4 SPF No.2
BOT CHORD 2x4 SPF 1650F 1.5E
WEBS 2x3 SPF No.2
WEDGE Left: 2x6 SPF 1650F 1.5E
Right: 2x6 SPF 1650F 1.5E
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins,
except
2-0-0 oc purlins (3-10-7 max.): 3-5.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 4-10
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS (lb/size)1=2085/0-3-8, (min. 0-3-6), 7=2085/0-3-8, (min. 0-3-6)
Max Horiz 1=184 (LC 5)
Max Uplift 1=-54 (LC 8), 7=-54 (LC 9)
Max Grav 1=2167 (LC 2), 7=2168 (LC 2)
2 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-3187/100, 2-3=-3020/185, 3-4=-2064/103, 4-5=-2064/103, 5-6=-3023/188, 6-7=-3184/98
BOT CHORD 1-18=-139/2629, 18-19=-125/2629, 11-19=-125/2629, 11-20=0/1940, 20-21=0/1940, 10-21=0/1940, 9-10=0/1931,
9-22=0/1931, 22-23=0/1931, 8-23=0/1931, 8-24=0/2540, 24-25=0/2540, 7-25=0/2540
WEBS 2-11=-603/232, 3-11=-124/1033, 3-10=-80/562, 4-10=-350/94, 5-10=-80/561, 5-8=-128/1044, 6-8=-606/233
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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members, with BCDL = 10.0psf.
6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 54 lb uplift at joint 1 and 54 lb uplift at joint 7.
7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply Roof
324532-A C 9 1Piggyback Base Job Reference (optional)
Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Wed Jun 28 07:13:14 Page: 1
ID:n0430BjSDZNPJ2GozHHgGpz1r3c-vCdw3Fuze1FWCzIIosmcCXUgnyzB9Osz4dlObnz1qAa
812
=8x10 =2x4
=3x4
=4x6
=6x8
=4x8 =2x4
=MT18HS 3x12
=6x8
=4x6
=3x4 =2x4
=8x10
1 11241716252615272829141312
102
93
84
5 6 7
T2
T1
T3
T2
T1
B2 B3B1 B4
W1 W1
W2 W3 W3 W2W4
HW1 HW1
1-6-8
39-5-8
1-6-8
-1-6-8
4-0-0
18-11-8
4-0-0
22-11-8
7-5-12
37-11-0
7-5-12
7-5-12
7-5-12
14-11-8
7-5-12
30-5-4
7-5-12
37-11-0
7-5-12
7-5-12
11-5-12
30-5-4
11-5-12
18-11-811-4-30-7-1110-7-6Scale = 1:69
Plate Offsets (X, Y):[2:0-1-12,0-2-10], [5:0-4-0,0-1-9], [7:0-4-0,0-1-9], [10:0-2-0,0-2-10], [13:0-1-8,0-1-8], [14:0-6-0,0-0-12], [16:0-1-8,0-1-8]
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 0.92 Vert(LL)-0.56 13-15 >817 240 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.85 Vert(CT)-0.90 13-15 >503 180 MT18HS 197/144
BCLL 0.0*Rep Stress Incr YES WB 0.60 Horz(CT)0.12 10 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 184 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 2400F 2.0E or 2x4 SP 2400F 2.0E *Except* T3:2x4 SPF No.2,
T1:2x4 SPF 1650F 1.5E
BOT CHORD 2x4 DF 2400F 2.0E or 2x4 SP 2400F 2.0E *Except* B3,B4:2x4 SPF1650F 1.5E
WEBS 2x3 SPF No.2 *Except* W2:2x4 SPF No.2
WEDGE Left: 2x10 SP 2400F 2.0ERight: 2x10 SP 2400F 2.0E
BRACING
TOP CHORD Structural wood sheathing directly applied, except
2-0-0 oc purlins (3-9-9 max.): 5-7.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 6-15
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)2=2224/(0-3-8 + bearing block), (req. 0-3-10), 10=2224/(0-3-8+ bearing block), (req. 0-3-10)
Max Horiz 2=-203 (LC 6)
Max Uplift 2=-79 (LC 10), 10=-79 (LC 9)
Max Grav 2=2292 (LC 15), 10=2292 (LC 16)
3 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3251/74, 3-4=-3280/227, 4-5=-3121/259, 5-6=-2094/95, 6-7=-2094/95, 7-8=-3122/260, 8-9=-3281/228,
9-10=-3254/74
BOT CHORD 2-17=-92/2678, 17-24=-90/2678, 16-24=-90/2678, 16-25=0/1955, 25-26=0/1955, 15-26=0/1955, 14-15=0/1937,14-27=0/1937, 27-28=0/1937, 13-28=0/1937, 13-29=0/2585, 12-29=0/2585, 10-12=0/2585
WEBS 3-16=-682/269, 9-13=-679/271, 5-16=-206/1233, 5-15=-63/629, 7-15=-63/628, 7-13=-207/1233, 6-15=-341/96
NOTES
1)2x4 DF 2400F 2.0E or 2x4 SP 2400F 2.0E bearing block 12" long at jt. 2 attached to front face with 2 rows of 10d (0.131"x3") nails spaced 3" o.c. 8 Total fasteners. Bearing isassumed to be SPF 1650F 1.5E.
2)2x4 SPF 1650F 1.5E bearing block 12" long at jt. 10 attached to front face with 2 rows of 10d (0.131"x3") nails spaced 3" o.c. 8 Total fasteners. Bearing is assumed to be SPF
1650F 1.5E.
3)Unbalanced roof live loads have been considered for this design.
4)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
5)Provide adequate drainage to prevent water ponding.
6)All plates are MT20 plates unless otherwise indicated.
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 = 10.0psf.
9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 79 lb uplift at joint 2 and 79 lb uplift at joint 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.
11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply Roof
324532-A C1 1 1Piggyback Base Job Reference (optional)
Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Wed Jun 28 07:13:14 Page: 1
ID:jOBqRtkilBe7YMQA5iJ8MEz1r3a-NPBIHbubPKNNq7tUMZHrlk1oZMJaupO6JHUx7Dz1qAZ
812
=3x6
=3x6
=3x4
=3x6
=3x6
=3x6
=3x6
=3x6
=6x6
=3x4
=3x6 =4x8
=5x5
=3x6 =3x6 =3x6 =3x6 =3x6
=3x4
=3x6
=3x8
341
64 63 62 61 6059 58 57 56 55 54 53 52 51 50 4948 47 46 45 44 43 42 41 4039 38 37 36 35
3328172
323
8079 8273
4 31530
74 83
296
787775 84
2877685
278
6765
2692510
2411
6968
2312
86 66 87
2213
7170
2114
15 16 17 18 19 20
T2
T1
T3
T2
T1
B1 B2
W1 W2
W3 W4 W3
W2 W1
W5
HW1 HW1
ST20
ST21
ST18
ST19
ST16
ST17
ST14
ST15
ST12
ST13
ST10
ST11
ST8
ST9
ST6
ST7ST5ST4ST3ST2
ST1
ST19
ST18
ST17
ST16
ST14
ST15
ST12
ST13
ST10
ST11
ST8
ST9
ST6
ST7 ST5 ST4 ST3 ST2
ST1
1-6-8
-1-6-8
1-6-8
39-5-8
8-0-0
22-11-8
7-5-12
7-5-12
7-5-12
37-11-0
7-5-12
30-5-4
7-5-12
14-11-8
3-8-8
22-10-4
4-1-0
19-1-12
7-5-12
37-11-0
7-5-12
7-5-12
7-7-0
30-5-4
7-7-0
15-0-1211-4-30-7-1110-7-6Scale = 1:69
Plate Offsets (X, Y):[15:0-3-0,0-2-3], [20:0-2-4,0-2-4], [33:0-3-8,Edge], [49:0-2-8,0-1-8]
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 0.54 Vert(LL)-0.14 43-44 >999 240 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.71 Vert(CT)-0.22 43-44 >999 180
BCLL 0.0*Rep Stress Incr YES WB 0.74 Horz(CT)0.01 33 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 276 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x3 SPF No.2 *Except* W4:2x4 SPF No.2
OTHERS 2x3 SPF No.2
WEDGE Left: 2x4 SPF No.2
Right: 2x4 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-4-14 oc purlins,
except
2-0-0 oc purlins (6-0-0 max.): 15-20.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 15-53, 20-46, 52-71, 14-72, 19-79,
21-81
JOINTS 1 Brace at Jt(s): 65, 66, 68, 70,
73, 75, 77, 79, 81, 83, 85, 87
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 19-3-8. except 33=0-3-8, 50=0-3-8
(lb) -Max Horiz 2=-203 (LC 6), 88=-203 (LC 6)
Max Uplift All uplift 100 (lb) or less at joint(s) 2, 50, 51, 52, 54, 55, 56, 57,
58, 59, 61, 62, 63, 64, 88 except 33=-109 (LC 9)
Max Grav All reactions 250 (lb) or less at joint(s) 51, 55, 56, 57, 58, 59,
60, 61, 62, 63, 64 except 2=284 (LC 21), 33=1274 (LC 1),
50=359 (LC 21), 52=330 (LC 1), 53=827 (LC 1), 54=256 (LC
1), 88=284 (LC 21)
4 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 15-16=-463/182, 16-17=-464/182, 17-18=-464/182, 18-19=-467/182, 19-20=-467/182, 20-21=-531/192, 21-22=-561/170,22-23=-582/142, 23-24=-617/119, 24-25=-642/91, 25-26=-742/89, 26-27=-1171/164, 27-28=-1294/165, 28-29=-1322/139,29-30=-1327/115, 30-31=-1353/112, 31-32=-1390/92, 32-33=-1425/69
BOT CHORD 45-46=-1/1104, 44-45=-1/1104, 43-44=-1/1104, 42-43=-1/1104, 41-42=-1/1104, 40-41=-1/1104, 39-40=-1/1104,
38-39=-1/1104, 37-38=-1/1104, 36-37=-1/1104, 35-36=-1/1104, 33-35=-1/1104
WEBS 15-53=-756/0, 15-70=-61/924, 70-71=-58/780, 68-71=-63/1001, 68-69=-49/857, 65-69=-65/957, 65-67=-67/928,
67-77=-60/1027, 77-78=-48/890, 78-79=-56/952, 79-80=-56/931, 46-80=-71/1008, 46-81=-791/165, 81-82=-794/164,
82-83=-772/160, 83-84=-764/159, 84-85=-744/155, 26-85=-816/171, 26-40=-51/286, 52-71=-280/14
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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
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 consultqualified building designer as per ANSI/TPI 1.
4)Provide adequate drainage to prevent water ponding.
5)All plates are 2x4 MT20 unless otherwise indicated.
6)Gable studs spaced at 1-4-0 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, 59, 51, 52, 54, 55, 56, 57, 58, 61, 62, 63, 64, 50, 2 except
(jt=lb) 33=109.
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.
Job Truss Truss Type Qty Ply Roof
324532-A C2 1 1Piggyback Base Structural Gable Job Reference (optional)
Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Wed Jun 28 07:13:15 Page: 1
ID:8zty3unb260hPp9lmrtrztz1r3X-NPBIHbubPKNNq7tUMZHrlk1uVMLnunC6JHUx7Dz1qAZ
Continued on page 2
11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply Roof
324532-A C2 1 1Piggyback Base Structural Gable Job Reference (optional)
Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Wed Jun 28 07:13:15 Page: 2
ID:8zty3unb260hPp9lmrtrztz1r3X-NPBIHbubPKNNq7tUMZHrlk1uVMLnunC6JHUx7Dz1qAZ
812
=3x6 =2x4
=3x4
=3x4 =2x4
1 6
5
2
3
4
T1 W3
B1
W1 W2
HW1
1-6-8
-1-6-8
5-1-12
5-1-12
5-4-4
10-6-0
5-1-12
5-1-12
5-4-4
10-6-08-4-90-7-11 7-7-11Scale = 1:38.4
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 0.44 Vert(LL)-0.02 5-6 >999 240 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.24 Vert(CT)-0.05 5-6 >999 180
BCLL 0.0*Rep Stress Incr YES WB 0.57 Horz(CT)0.01 5 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 43 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x3 SPF No.2
WEDGE Left: 2x4 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide.REACTIONS (lb/size)2=721/0-3-8, (min. 0-1-8), 5=561/ Mechanical, (min. 0-1-8)
Max Horiz 2=213 (LC 7)
Max Uplift 2=-33 (LC 8), 5=-78 (LC 8)
6 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-653/7
BOT CHORD 2-6=-129/458, 5-6=-65/458
WEBS 3-5=-556/118
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever leftand right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)* 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.
4)Refer to girder(s) for truss to truss connections.
5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 33 lb uplift at joint 2 and 78 lb uplift at joint 5.
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 Roof
324532-A D 1 1Roof Special Job Reference (optional)
Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Wed Jun 28 07:13:15 Page: 1
ID:Ykzp_UBUMMzVfRUXym?b1lz1r4H-sbkgUwvDAeVERHSgvHo4Hya5qmpMdH7GYwEUffz1qAY
812
=3x6
1
18 17 16 15 14 13 12
11
2
3
4
5
6
7
8
9
10
T1 W1
B1
HW1
ST4
ST3
ST2
ST1
ST5
ST6
ST7
1-6-8
-1-6-8
10-5-8
10-5-8
10-5-88-4-30-7-11 7-7-6Scale = 1:35.2
Plate Offsets (X, Y):[11:Edge,0-2-8]
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 0.31 Vert(LL)n/a -n/a 999 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.07 Vert(CT)n/a -n/a 999
BCLL 0.0*Rep Stress Incr YES WB 0.12 Horz(CT)0.00 2 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 55 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x3 SPF No.2
OTHERS 2x3 SPF No.2
WEDGE Left: 2x4 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS All bearings 10-5-8.
(lb) -Max Horiz 2=212 (LC 7), 19=212 (LC 7)
Max Uplift All uplift 100 (lb) or less at joint(s) 2, 11, 12, 13, 14, 15, 16, 17,
18, 19
Max Grav All reactions 250 (lb) or less at joint(s) 11, 12, 13, 14, 15, 16,17, 18 except 2=303 (LC 16), 19=303 (LC 16)
7 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever leftand right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult
qualified building designer as per ANSI/TPI 1.
3)All plates are 2x4 MT20 unless otherwise indicated.
4)Gable requires continuous bottom chord bearing.
5)Gable studs spaced at 1-4-0 oc.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 11, 15, 16, 17, 18, 14, 13, 12, 2.
9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply Roof
324532-A D1 1 1Monopitch Supported Gable Job Reference (optional)
Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Wed Jun 28 07:13:16 Page: 1
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812
=6x8 =2x4
=4x12 =7x8
=4x12 =2x4
=6x8
HUS28 HUS28 HUS28 HUS28 HUS28 LUS24
1 9
16 8 17 7 18
2 6
53
4
T1
T2
B2B1B1
W1
W2 W2
W1
1-6-8
-1-6-8
2-6-6
5-11-8
2-6-6
8-5-14
3-5-2
11-11-0
3-5-2
3-5-2
3-5-8
7-8-4
4-2-12
11-11-0
4-2-12
4-2-125-6-100-7-114-7-6Scale = 1:29.9
Plate Offsets (X, Y):[2:0-3-6,0-3-0], [6:0-3-6,0-3-0], [7:0-6-4,0-1-12], [8:0-6-4,0-1-12]
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 0.26 Vert(LL)-0.08 7-8 >999 240 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.48 Vert(CT)-0.12 7-8 >999 180
BCLL 0.0*Rep Stress Incr NO WB 0.72 Horz(CT)0.02 6 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 173 lb FT = 20%
LUMBER
TOP CHORD 2x6 SPF 1650F 1.5E
BOT CHORD 2x8 SP 2400F 2.0E
WEBS 2x4 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-8-14 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)2=7479/(0-5-8 + bearing block), (req. 0-6-3), 6=7609/0-5-8,(req. 0-6-4)
Max Horiz 2=85 (LC 33)
Max Uplift 2=-214 (LC 8), 6=-239 (LC 9)
Max Grav 2=7861 (LC 15), 6=7995 (LC 16)
8 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-10732/258, 3-4=-10610/283, 4-5=-10634/293, 5-6=-10750/265
BOT CHORD 2-9=-218/8901, 9-16=-218/8901, 8-16=-218/8901, 8-17=-129/6555, 7-17=-129/6555, 7-18=-187/8878, 6-18=-187/8878
WEBS 3-8=-104/255, 4-8=-160/6064, 4-7=-173/6105, 5-7=-113/255
NOTES
1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows: 2x8 - 4 rows staggered at 0-7-0 oc.Web connected as follows: 2x4 - 1 row at 0-9-0 oc.2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to
distribute only loads noted as (F) or (B), unless otherwise indicated.
3)2x8 SP 2400F 2.0E bearing block 12" long at jt. 2 attached to each face with 4 rows of 10d (0.131"x3") nails spaced 3" o.c. 16 Total fasteners per block. Bearing is assumed to
be SPF 1650F 1.5E.
4)Unbalanced roof live loads have been considered for this design.
5)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
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)WARNING: Required bearing size at joint(s) 6 greater than input bearing size.
9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 239 lb uplift at joint 6 and 214 lb uplift at joint 2.
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.
11)Use Simpson Strong-Tie HUS28 (22-16d Girder, 8-16d Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-11-8 from the left end to 9-11-8 to connect truss(es) G (1 ply
2x4 SPF) to front face of bottom chord.
12)Use Simpson Strong-Tie LUS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent at 11-11-0 from the left end to connect truss(es) G2 (1 ply 2x4 SPF) to front face of
bottom chord.
13)Fill all nail holes where hanger is in contact with lumber.
LOAD CASE(S) Standard
1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Job Truss Truss Type Qty Ply Roof
324532-A E 1 2Common Girder Job Reference (optional)
Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Wed Jun 28 07:13:16 Page: 1
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Continued on page 2
Uniform Loads (lb/ft)
Vert: 1-4=-90, 4-6=-90, 10-13=-20
Concentrated Loads (lb)
Vert: 8=-2670, 7=-2670, 10=-287, 16=-2670, 17=-2670, 18=-2670
Job Truss Truss Type Qty Ply Roof
324532-A E 1 2Common Girder Job Reference (optional)
Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Wed Jun 28 07:13:16 Page: 2
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812
=3x6
=4x4
=3x6
1 11
18 17 16 15 14 13 12
2 10
3 9
4 8
5 7
6
T1 T1
B1
HW1
ST4
ST3
ST2
ST1
ST3
ST2
ST1
HW1
1-6-8
13-5-8
1-6-8
-1-6-8
5-11-8
11-11-0
5-11-8
5-11-8
11-11-05-4-30-7-114-7-6Scale = 1:29
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 0.21 Vert(LL)n/a -n/a 999 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.12 Vert(CT)n/a -n/a 999
BCLL 0.0*Rep Stress Incr YES WB 0.20 Horz(CT)0.00 25 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 50 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x3 SPF No.2
WEDGE Left: 2x4 SPF No.2Right: 2x4 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 11-11-0.
(lb) -Max Horiz 2=-92 (LC 6), 19=-92 (LC 6)
Max Uplift All uplift 100 (lb) or less at joint(s) 2, 10, 12, 13, 14, 16, 17, 18,19, 25
Max Grav All reactions 250 (lb) or less at joint(s) 2, 13, 14, 16, 17, 18, 19
except 12=349 (LC 1), 15=457 (LC 1)
10 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-54/377, 3-4=-30/362, 4-5=-13/373, 5-6=0/345, 6-7=0/344, 7-8=0/376, 8-9=-17/341, 9-10=-53/390
BOT CHORD 2-18=-277/88, 17-18=-277/88, 16-17=-277/88, 15-16=-277/88, 14-15=-277/88, 13-14=-277/88, 12-13=-277/88,
10-12=-277/88
WEBS 6-15=-436/0
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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult
qualified building designer as per ANSI/TPI 1.
4)All plates are 2x4 MT20 unless otherwise indicated.
5)Gable requires continuous bottom chord bearing.
6)Gable studs spaced at 1-4-0 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, 10, 16, 17, 18, 14, 13, 12, 2, 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 Roof
324532-A E1 1 1Common Supported Gable Job Reference (optional)
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ID:0wXBCqC66f5MGb3jWTXqZyz1r4G-o_sRvcxUiFlxhbc31hqYMNfUvZWi5FOY?EjbkYz1qAW
812
=6x8 =4x6
=2x4
=3x6 =3x6
=6x8
=3x6 =4x8 =4x8 =2x4
=4x8
=6x8
=3x6
=3x6
=3x6 =2x4
=3x6
=6x8
18 27 28 17 16 29 15 30 14 13 31 32 12
111102
93
84
756
T1
T2
T1
B1 B1B2
W4 W5 W4 W5 W4
W1
W2 W3 W3 W2
W1
HW2HW1
5-6-3
5-6-3
5-6-3
43-4-13
5-6-3
11-0-7
5-5-1
16-5-8
5-5-1
37-10-9
5-6-3
48-11-0
8-0-0
32-5-8
8-0-0
24-5-8
7-10-12
24-5-8
7-10-12
32-4-4
8-2-12
8-2-12
8-2-12
48-11-0
8-4-0
40-8-4
8-4-0
16-6-12
0-7-1111-7-6Scale = 1:79.1
Plate Offsets (X, Y):[1:Edge,0-2-4], [5:0-4-12,0-2-0], [7:0-4-12,0-2-0], [11:Edge,0-2-4], [13:0-2-12,0-1-8], [17:0-2-12,0-1-8]
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 0.72 Vert(LL)-0.37 12-13 >999 240 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 1.00 Vert(CT)-0.57 12-13 >999 180
BCLL 0.0*Rep Stress Incr YES WB 0.99 Horz(CT)0.24 11 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 237 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 2400F 2.0E or 2x4 SP 2400F 2.0E
BOT CHORD 2x4 SPF 1650F 1.5E *Except* B2:2x4 SPF No.2
WEBS 2x3 SPF No.2 *Except* W5:2x4 SPF No.2
SLIDER Left 2x6 SPF 1650F 1.5E -- 2-6-0, Right 2x3 SPF No.2 -- 1-6-0
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-8-14 oc purlins,
except
2-0-0 oc purlins (3-8-15 max.): 5-7.
BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 1 Row at midpt 6-15, 4-17, 8-13
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS (lb/size)1=2690/ Mechanical, (min. 0-1-8), 11=2690/ Mechanical, (min.
0-1-8)
Max Horiz 1=-202 (LC 4)
Max Uplift 1=-53 (LC 8), 11=-53 (LC 9)
Max Grav 1=2769 (LC 2), 11=2769 (LC 2)
11 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-2484/6, 2-3=-4207/100, 3-4=-4035/122, 4-5=-3422/121, 5-6=-3098/92, 6-7=-3098/92, 7-8=-3423/121,
8-9=-4028/122, 9-10=-4232/100, 10-11=-1877/0
BOT CHORD 1-18=-202/3456, 18-27=-77/3133, 27-28=-77/3133, 17-28=-77/3133, 16-17=-51/2752, 16-29=-51/2752, 15-29=-51/2752,15-30=0/2753, 14-30=0/2753, 13-14=0/2753, 13-31=0/3132, 31-32=0/3132, 12-32=0/3132, 11-12=-20/3407
WEBS 5-17=-47/996, 5-15=-153/842, 6-15=-834/191, 7-15=-153/842, 7-13=-47/998, 3-18=-285/144, 4-18=-25/535,
4-17=-758/181, 8-13=-755/180, 8-12=-25/525, 9-12=-291/148
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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members, with BCDL = 10.0psf.
6)Refer to girder(s) for truss to truss connections.
7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 53 lb uplift at joint 1 and 53 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.
9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply Roof
324532-A G 5 1Piggyback Base Job Reference (optional)
Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Wed Jun 28 07:13:17 Page: 1
ID:r4uSStHtiVrW_WWtskdEpDz1r4A-o_sRvcxUiFlxhbc31hqYMNfMwZIx532Y?EjbkYz1qAW
812
=4x6
=6x8
=3x6 =3x6
=6x8
=4x6
74 73 72 71 70 69 68 67 66 65 64 63 62 616059 58 57 56 55 54 535251 50 49 48 47 46 45 44 43 42 41 40 39 38
371
362
353
344
335
326
317
308
299
2810
2711
2612
25131415161718192021222324
T1
T2
T1
B1 B1B2HW1 HW1
ST13ST13ST13ST13ST13ST13ST12ST11ST10ST9ST8ST7ST6ST5ST4ST3ST2ST1
ST13ST13ST13ST13ST13ST12ST11ST10ST9 ST8 ST7 ST6 ST5 ST4 ST3 ST2 ST1
16-0-032-5-816-5-816-5-8 16-5-848-11-0
48-11-0
0-7-1111-7-6Scale = 1:79.3
Plate Offsets (X, Y):[13:0-1-15,Edge], [25:Edge,0-2-15]
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 0.05 Vert(LL)n/a -n/a 999 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.05 Vert(TL)n/a -n/a 999
BCLL 0.0*Rep Stress Incr YES WB 0.18 Horiz(TL)0.01 37 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 340 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x3 SPF No.2
WEDGE Left: 2x4 SPF No.2
Right: 2x4 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except
2-0-0 oc purlins (6-0-0 max.): 13-25.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 19-56, 18-57, 17-58, 16-59, 15-61,
14-62, 13-63, 12-64, 11-65, 10-66,
20-55, 21-54, 22-53, 23-51, 24-50,
25-49, 26-48, 27-47, 28-46
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS All bearings 48-11-0.
(lb) -Max Horiz 1=-202 (LC 4), 75=-202 (LC 4)
Max Uplift All uplift 100 (lb) or less at joint(s) 1, 37, 38, 39, 40, 41, 42, 43,
44, 45, 46, 47, 48, 50, 51, 53, 54, 55, 56, 57, 58, 59, 61, 62, 64,
65, 66, 67, 68, 69, 70, 71, 72, 73, 74, 75, 78
Max Grav All reactions 250 (lb) or less at joint(s) 1, 37, 38, 39, 40, 41, 42,
43, 44, 45, 46, 47, 48, 49, 50, 51, 53, 54, 55, 56, 57, 58, 59, 61,
62, 63, 64, 65, 66, 67, 68, 69, 70, 71, 72, 73, 74, 75, 78
12 1FORCES (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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
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)Provide adequate drainage to prevent water ponding.5)All plates are 2x4 MT20 unless otherwise indicated.
6)Gable requires continuous bottom chord bearing.
7)Gable studs spaced at 1-4-0 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 and
any other members.
10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 37, 56, 57, 58, 59, 61, 62, 64, 65, 66, 67, 68, 69, 70, 71,
72, 73, 74, 55, 54, 53, 51, 50, 48, 47, 46, 45, 44, 43, 42, 41, 40, 39, 38, 1, 37.
11)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply Roof
324532-A G1 1 1Piggyback Base Supported Gable Job Reference (optional)
Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Wed Jun 28 07:13:18 Page: 1
ID:0C3cmePm6uEypCs_0XKpmYz1r4?-GAQp6yy6TZtoIlBFbPLnvaCi8zt0qjxiEuS9G_z1qAV
812
=6x8
=2x4
=M18AHS 9x12
=4x6 =4x8 =2x4 =M18AHS 9x12
=4x6
=2x4
18 27 28 17 16 29 15 30 14 13 31 32 12
111210
3 9
84
756
T1
T2
T1
B1 B1B2
W4 W5 W4 W5 W4
W1
W2 W3 W3 W6
W7
HW1HW1
5-6-3
5-6-3
5-6-3
43-4-13
5-6-3
11-0-7
5-5-1
16-5-8
5-5-1
37-10-9
5-6-3
48-11-0
8-0-0
32-5-8
8-0-0
24-5-8
0-2-12
41-8-4
7-2-12
48-11-0
7-10-12
24-5-8
7-10-12
32-4-4
8-2-12
8-2-12
8-4-0
16-6-12
9-1-4
41-5-8
0-7-1111-7-6Scale = 1:79.1
Plate Offsets (X, Y):[1:Edge,0-2-4], [5:0-8-0,0-1-8], [7:0-8-0,0-1-8], [12:0-2-12,0-1-8], [15:0-2-8,0-2-0], [17:0-2-8,0-1-8]
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 0.95 Vert(LL)-0.31 17-18 >999 240 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.84 Vert(CT)-0.48 17-18 >999 180 M18AHS 142/136
BCLL 0.0*Rep Stress Incr YES WB 0.99 Horz(CT)0.12 12 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 217 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF 1650F 1.5E
BOT CHORD 2x4 SPF 1650F 1.5E *Except* B2:2x4 SPF No.2
WEBS 2x3 SPF No.2 *Except* W5,W6:2x4 SPF No.2
SLIDER Left 2x3 SPF No.2 -- 1-6-0, Right 2x3 SPF No.2 -- 1-6-0
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-5-12 oc purlins,
except
2-0-0 oc purlins (2-2-0 max.): 5-7.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 11-12.
WEBS 1 Row at midpt 5-15, 6-15, 7-13, 4-17, 8-12
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)1=2261/ Mechanical, (min. 0-1-8), 11=215/ Mechanical, (min.
0-1-8), 12=2905/0-5-8, (min. 0-4-13)
Max Horiz 1=-202 (LC 4)
Max Uplift 1=-59 (LC 8), 11=-84 (LC 21), 12=-6 (LC 9)
Max Grav 1=2317 (LC 2), 11=296 (LC 22), 12=3068 (LC 2)
13 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1677/0, 2-3=-3477/109, 3-4=-3294/131, 4-5=-2631/131, 5-6=-2121/105, 6-7=-2121/105, 7-8=-1874/116,
8-9=-59/472, 9-10=-82/353
BOT CHORD 1-18=-204/2878, 18-27=-110/2514, 27-28=-110/2514, 17-28=-110/2514, 16-17=-85/2096, 16-29=-85/2096,15-29=-85/2096, 15-30=-10/1459, 14-30=-10/1459, 13-14=-10/1459, 13-31=0/898, 31-32=0/898, 12-32=0/898,11-12=-252/69
WEBS 5-17=-47/1007, 5-15=-170/376, 6-15=-836/191, 7-15=-126/1228, 7-13=-597/157, 3-18=-322/147, 4-18=-24/566,4-17=-768/180, 8-13=-64/1043, 8-12=-2608/3, 9-12=-462/154
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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)All plates are MT20 plates unless otherwise indicated.
5)All plates are 3x6 MT20 unless otherwise indicated.
6)The Fabrication Tolerance at joint 5 = 16%, joint 7 = 16%
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 = 10.0psf.
9)Refer to girder(s) for truss to truss connections.
10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 59 lb uplift at joint 1, 84 lb uplift at joint 11 and 6 lb uplift at joint 12.
11)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply Roof
324532-A G2 1 1Piggyback Base Job Reference (optional)
Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Wed Jun 28 07:13:19 Page: 1
ID:nT0DtZI7E75EEqgF_8giuez1r48-kM_BKIykEt?fwumR86t0SokfrN0wZzXrSYCioQz1qAU
812
=8x10 =4x12
=5x5
=7x8 WB
=M18AHS 9x12
=MT18HS 12x20
=M18AHS 9x12=2x4
=2x6
=6x8
=5x8
=6x8
=6x8
=4x6
=6x8
=3x6 =5x8
LUS26LUS26LUS26LUS26LUS26LUS26LUS26 LUS26
HGUS210-2
111737163815391413123618
101
26 27 2829 3020 31 3233 34 3519
92
8
3
7456
T2
T1
T3
T4
T5
B1 B2 B3B4B4
W1 W2
W3W4 W6 W5 W7 W5
W8
W5
W9
O1
0-0-10
-0-0-10
1-6-8
50-4-14
2-5-0
18-9-14
5-7-0
24-4-14
8-0-0
32-4-14
7-9-0
16-4-14
7-10-3
40-3-1
8-7-5
48-10-6
8-7-14
8-7-14
0-3-4
42-1-10
1-10-7
18-8-2
5-8-12
24-4-14
6-8-12
48-10-6
7-10-4
32-3-2
8-1-13
16-9-11
8-7-14
8-7-14
9-7-4
41-10-612-6-100-6-10 0-7-110-1-811-5-140-1-8
Scale = 1:87.6
Plate Offsets (X, Y):[1:0-2-1,Edge], [2:0-2-0,0-1-0], [4:0-6-0,0-2-10], [6:0-2-12,0-2-0], [9:0-2-8,0-2-4], [16:0-1-8,0-2-0], [18:0-5-12,Edge], [20:0-7-12,0-2-0]
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 0.80 Vert(LL)-0.36 19-20 >999 240 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.64 Vert(CT)-0.57 19-20 >878 180 M18AHS 142/136
BCLL 0.0*Rep Stress Incr NO WB 0.98 Horz(CT)0.12 13 n/a n/a MT18HS 197/144
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 809 lb FT = 20%
LUMBER
TOP CHORD 2x6 SPF 1650F 1.5E
BOT CHORD 2x8 SP 2400F 2.0E *Except* B1:2x10 SP 2400F 2.0E
WEBS 2x4 SPF No.2 *Except* W3:2x4 SPF 1650F 1.5E, W7:2x4 DF 2400F2.0E or 2x4 SP 2400F 2.0E
OTHERS 2x4 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-5-6 oc purlins,
except
2-0-0 oc purlins (5-8-9 max.): 4-7.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 10-13.
WEBS 1 Row at midpt 2-19, 4-18, 6-16REACTIONS(lb/size)1=11953/0-5-8, (req. 0-9-6), 13=7381/(0-5-8 + bearing block),
(req. 0-5-13)
Max Horiz 1=-215 (LC 4)
Max Uplift 1=-651 (LC 8), 13=-382 (LC 9)
14 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-18904/1083, 2-3=-13296/842, 3-4=-13108/865, 4-5=-10701/747, 5-6=-10703/747, 6-7=-4733/337, 7-8=-5667/362,
8-9=-5884/328, 9-10=-124/988
BOT CHORD 1-26=-931/15654, 26-27=-931/15654, 27-28=-931/15654, 28-29=-931/15654, 29-30=-931/15654, 20-30=-931/15654,
20-31=-931/15654, 31-32=-931/15654, 32-33=-931/15654, 33-34=-931/15654, 34-35=-931/15654, 19-35=-931/15654,18-19=-727/11129, 18-36=-538/8378, 17-36=-539/8377, 17-37=-538/8371, 16-37=-538/8371, 16-38=-72/1173,15-38=-72/1173, 15-39=-72/1173, 14-39=-72/1173, 13-14=-72/1173, 12-13=-648/193, 10-12=-648/193
WEBS 2-20=-181/5635, 2-19=-5838/420, 4-19=-584/9220, 4-18=-2505/225, 6-18=-418/5360, 6-17=-464/114, 6-16=-6118/468,
7-16=-135/2768, 9-16=-236/4574, 9-13=-7165/463
NOTES
1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc.Bottom chords connected as follows: 2x10 - 2 rows staggered at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc.Web connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 4-19 2x4 - 2 rows staggered at 0-7-0 oc.
2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to
distribute only loads noted as (F) or (B), unless otherwise indicated.
3)2x8 SP 2400F 2.0E bearing block 12" long at jt. 13 attached to each face with 4 rows of 10d (0.131"x3") nails spaced 3" o.c. 16 Total fasteners per block. Bearing is assumed
to be SPF 1650F 1.5E.
4)Unbalanced roof live loads have been considered for this design.
5)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
6)Provide adequate drainage to prevent water ponding.
7)All plates are MT20 plates unless otherwise indicated.
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, with BCDL = 10.0psf.
10)WARNING: Required bearing size at joint(s) 1 greater than input bearing size.
11)Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.12)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 651 lb uplift at joint 1 and 382 lb uplift at joint 13.
Job Truss Truss Type Qty Ply Roof
324532-A G3 1 2Piggyback Base Girder Job Reference (optional)
Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Wed Jun 28 07:13:19 Page: 1
ID:cdNU8cNupzsNyl7PKPn68vz1r42-kM_BKIykEt?fwumR86t0SokhAN42ZzhrSYCioQz1qAU
Continued on page 2
13)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.
14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
15)Use Simpson Strong-Tie LUS26 (4-10d Girder, 4-10d Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-11-8 from the left end to 15-11-8 to connect truss(es) L (1 ply
2x4 SPF) to front face of bottom chord.
16)Use Simpson Strong-Tie HGUS210-2 (46-10d Girder, 16-10d Truss) or equivalent at 16-10-5 from the left end to connect truss(es) M (2 ply 2x6 SPF) to front face of bottom
chord.
17)Fill all nail holes where hanger is in contact with lumber.
LOAD CASE(S) Standard
1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-4=-90, 4-7=-90, 7-11=-90, 1-23=-20
Concentrated Loads (lb)
Vert: 19=-5891, 26=-991, 27=-991, 28=-991, 30=-991, 31=-991, 33=-991, 34=-991, 35=-991
Job Truss Truss Type Qty Ply Roof
324532-A G3 1 2Piggyback Base Girder Job Reference (optional)
Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Wed Jun 28 07:13:19 Page: 2
ID:cdNU8cNupzsNyl7PKPn68vz1r42-kM_BKIykEt?fwumR86t0SokhAN42ZzhrSYCioQz1qAU
812
=3x8 =2x4
=4x4
=3x6
=3x4
=3x4
=M18AHS 9x12
=3x6 =2x4
=4x8
=5x8
=4x4
=3x6
=3x6
=3x6
1
13 19 20 12 11 21 10 22
9
2
14
18
3
4
5
6 7 8
T2
T1
T3
W4
B1 B2
W4 W5 W4 W6
W1
W2 W3
HW1
BL1
1-6-8
-1-6-8
5-6-3
11-0-7
5-5-1
16-5-8
5-6-3
5-6-3
7-10-6
24-3-14
7-10-6
32-2-4
0-2-7
7-2-7
0-3-8
32-2-4
7-0-0
7-0-0
7-6-14
31-10-12
7-9-2
24-3-14
9-4-5
16-6-1212-4-30-7-11 9-1-611-7-62-6-0Scale = 1:61.3
Plate Offsets (X, Y):[2:0-3-8,Edge], [5:0-1-4,0-1-8], [6:0-8-0,0-1-8], [8:0-2-8,0-3-0], [9:Edge,0-2-8]
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 0.89 Vert(LL)-0.25 12-13 >999 240 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.68 Vert(CT)-0.38 12-13 >788 180 M18AHS 142/136
BCLL 0.0*Rep Stress Incr YES WB 0.96 Horz(CT)0.16 18 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 167 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2 *Except* T3:2x4 SPF 1650F 1.5E
BOT CHORD 2x4 SPF No.2
WEBS 2x3 SPF No.2 *Except* W5,W6,W2:2x4 SPF No.2
OTHERS 2x4 SPF No.2
WEDGE Left: 2x4 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-8.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:6-0-0 oc bracing: 2-13.
WEBS 1 Row at midpt 6-12, 7-10, 5-13, 8-18
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS (lb/size)13=2458/0-5-8, (min. 0-3-14), 18=1177/0-2-8, (min. 0-2-0)
Max Horiz 13=341 (LC 8)
Max Uplift 13=-70 (LC 8), 18=-124 (LC 5)
Max Grav 13=2477 (LC 2), 18=1273 (LC 2)
16 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-107/826, 3-4=-21/773, 4-5=0/1024, 5-6=-810/75, 6-7=-637/70, 7-8=-637/70
BOT CHORD 2-13=-553/126, 13-19=-164/261, 19-20=-164/261, 12-20=-164/261, 11-12=-81/578, 11-21=-81/578, 10-21=-81/578
WEBS 6-12=-319/134, 7-10=-817/187, 8-10=-119/1070, 3-13=-470/156, 5-13=-2027/28, 5-12=-13/653, 8-18=-1274/124
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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
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, with BCDL = 10.0psf.
7)Bearing at joint(s) 18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
8)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 18.
9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 70 lb uplift at joint 13 and 124 lb uplift at joint 18.
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.
11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply Roof
324532-A H 4 1Piggyback Base Job Reference (optional)
Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Wed Jun 28 07:13:20 Page: 1
ID:uini1BFcAubolCMUlJbmkoz1r4C-CZYZXezM?A7WY2LeiqOF_?HrXnPeHRG?hCyFLtz1qAT
812
=2x4
=3x4
=6x6
=3x4 =2x4
=3x8
=5x8
=2x6
=3x6
=3x6
=3x6
8
7 11 6 12
5
9
10
1
2 3 4
T1 T2
W3
W1
B1
W3 W4 W3 W5W2
BL1
1-5-8
1-5-8
7-10-6
9-3-14
7-10-6
17-2-4
1-6-12
1-6-12
0-3-8
17-2-4
7-6-14
16-10-12
7-9-2
9-3-1410-7-119-1-611-7-62-6-0Scale = 1:58.6
Plate Offsets (X, Y):[1:0-2-0,0-0-12], [2:0-2-12,0-2-0], [4:0-2-8,0-3-0], [5:0-2-12,0-0-4], [7:0-2-0,0-1-4]
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 0.87 Vert(LL)-0.15 5-6 >999 240 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.56 Vert(CT)-0.23 5-6 >888 180
BCLL 0.0*Rep Stress Incr YES WB 0.96 Horz(CT)0.12 10 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 127 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2 *Except* T2:2x4 SPF 1650F 1.5E
BOT CHORD 2x4 SPF No.2
WEBS 2x3 SPF No.2 *Except* W4,W5,W1:2x4 SPF No.2
OTHERS 2x4 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-4.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 2-7, 3-6, 1-8, 4-10
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)8=931/0-5-8, (min. 0-1-9), 10=900/0-2-8, (min. 0-1-8)
Max Horiz 8=26 (LC 8)
Max Uplift 8=-45 (LC 5), 10=-77 (LC 5)
Max Grav 8=982 (LC 2), 10=959 (LC 2)
17 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-425/37, 3-4=-425/37, 1-8=-1062/15
WEBS 2-7=-805/126, 2-6=-46/518, 3-6=-810/183, 4-6=-61/703, 1-7=-38/1016, 4-10=-959/77
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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
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, with BCDL = 10.0psf.
6)Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
7)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 10.
8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 45 lb uplift at joint 8 and 77 lb uplift at joint 10.
9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply Roof
324532-A H1 6 1Piggyback Base Job Reference (optional)
Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Wed Jun 28 07:13:20 Page: 1
ID:MuL4FXGFxCjfNMxgJ06?G0z1r4B-CZYZXezM?A7WY2LeiqOF_?HrqnRWHRG?hCyFLtz1qAT
812
=6x6
=5x8
=4x6
=2x4
=M18AHS 10x14
=4x8
=2x4
=3x6
=8x10 =2x4
=2x4
=7x8
=3x6 =2x4
=4x8 =3x6
=M18AHS 9x12
=4x4
=4x6
=MT18HS 3x12
1 22 21 17 16 15 28 14 13
12
27
2 20 19 18
3
4
5
6
7
11
8 9 10
T2
T1
T3 T4
W14
B1 B3 B4
B2
W5 W6 W7
W10
W9 W11 W12 W11 W12 W11W13
W1W3W2W4
W8
HW1
1-0-6
2-2-4
1-1-14
1-1-14
1-6-8
-1-6-8
2-5-8
16-5-8
5-10-14
8-1-2
5-10-14
14-0-0
8-0-0
32-5-8
8-0-0
24-5-8
1-5-8
33-11-0
1-1-14
1-1-14
1-2-2
2-4-0
1-4-12
32-3-12
1-7-4
33-11-0
2-9-0
16-7-4
5-9-2
8-1-2
5-9-2
13-10-4
6-5-8
30-11-0
7-10-4
24-5-812-4-30-7-11 10-7-111-0-0
0-3-80-3-811-3-1411-7-6Scale = 1:63.5
Plate Offsets (X, Y):[2:Edge,0-2-4], [3:0-2-4,0-1-8], [4:0-7-0,0-7-1], [5:0-3-12,0-1-8], [8:0-5-8,0-1-12], [10:0-8-0,0-1-8], [11:Edge,0-2-12], [13:0-1-8,0-1-12], [15:0-1-8,0-1-8], [16:0-2-8,0-1-8],
[18:0-3-8,0-3-0], [22:0-1-12,0-1-12]
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 0.94 Vert(LL)-0.28 18-19 >999 240 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.82 Vert(CT)-0.45 18-19 >897 180 M18AHS 142/136
BCLL 0.0*Rep Stress Incr YES WB 0.97 Horz(CT)0.27 12 n/a n/a MT18HS 197/144
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 215 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2 *Except* T3,T1:2x4 SPF 1650F 1.5E
BOT CHORD 2x4 SPF No.2WEBS2x4 SPF No.2 *Except* W5,W6,W7,W10,W9,W13,W3,W2:2x3 SPF
No.2, W14:2x4 SPF 1650F 1.5E
SLIDER Left 2x6 SPF 1650F 1.5E -- 1-0-2
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-0-13 oc purlins,
except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 8-10.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 7-17, 5-18, 8-16, 8-15, 9-15, 10-13,
11-12
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS (lb/size)2=1995/0-5-8, (min. 0-3-2), 12=1853/0-5-8, (min. 0-3-0)
Max Horiz 2=318 (LC 7)
Max Uplift 2=-86 (LC 8), 12=-102 (LC 5)
Max Grav 2=1995 (LC 1), 12=1925 (LC 2)
18 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2261/60, 3-4=-5154/364, 4-5=-5452/460, 5-6=-2304/106, 6-7=-2161/131, 7-8=-2204/226, 8-9=-1202/102,
9-10=-1202/102, 10-11=-388/116, 11-12=-1976/39
BOT CHORD 2-22=-216/1246, 19-20=-238/2636, 18-19=-237/2638, 16-27=-170/1453, 15-27=-170/1453, 15-28=-78/251,
14-28=-78/251, 13-14=-78/251
WEBS 4-20=-254/152, 7-18=-317/148, 5-20=-360/2554, 5-19=0/287, 5-18=-1024/152, 16-18=-178/1508, 8-18=-217/1571,8-16=-361/137, 8-15=-501/74, 9-15=-835/188, 10-15=-134/1671, 10-13=-1630/279, 11-13=-130/1833, 3-22=-1783/171,3-20=-291/2578, 20-22=-261/2109
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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever leftand right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)All plates are MT20 plates unless otherwise indicated.
5)The Fabrication Tolerance at joint 20 = 0%
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 = 10.0psf.
8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 86 lb uplift at joint 2 and 102 lb uplift at joint 12.
9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply Roof
324532-A K 5 1Piggyback Base Job Reference (optional)
Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Wed Jun 28 07:13:21 Page: 1
ID:yaBNBJR1eVUg2W0N7yMHrzz1r3z-gl6xl___mUFN9CvqGXvUXDq?VBji0tL8wshptJz1qAS
812
=6x6 =4x12
=2x4
=3x4
=3x6
=3x4
=M18AHS 9x12
=3x4 =3x6 =2x4
=4x8
=M18AHS 9x12
=4x4
=4x6
=MT18HS 3x12
1 15 19 20 14 13 21 12 22 11
10
2
3
4
5
9
6 7 8
T2
T1
T3 T4
W7
B1 B2
W4 W5 W4 W5 W4 W6
W1
W2 W3
HW1
1-6-8
-1-6-8
5-6-3
11-0-7
5-5-1
16-5-8
5-6-3
5-6-3
8-0-0
32-5-8
8-0-0
24-5-8
1-5-8
33-11-0
1-7-4
33-11-0
7-10-4
32-3-12
7-10-4
24-5-8
8-2-12
8-2-12
8-4-8
16-7-412-4-30-7-11 10-7-110-3-80-3-811-3-1411-7-6Scale = 1:63.5
Plate Offsets (X, Y):[2:Edge,0-2-8], [2:0-3-8,Edge], [6:0-8-0,0-1-8], [8:0-8-0,0-1-8], [9:Edge,0-2-12], [11:0-1-8,0-1-12], [12:0-1-8,0-1-8], [14:0-1-8,0-1-8]
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 0.95 Vert(LL)-0.28 14-15 >999 240 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.93 Vert(CT)-0.44 14-15 >925 180 M18AHS 142/136
BCLL 0.0*Rep Stress Incr YES WB 0.97 Horz(CT)0.08 10 n/a n/a MT18HS 197/144
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 195 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2 *Except* T3:2x4 SPF 1650F 1.5E
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except* W7:2x4 SPF 1650F 1.5E, W6,W1,W2,W3:2x3SPF No.2
WEDGE Left: 2x10 SP 2400F 2.0E
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-1-12 oc purlins,
except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 6-8.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:2-2-0 oc bracing: 14-15.
WEBS 1 Row at midpt 6-12, 7-12, 8-11, 9-10, 5-14
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS (lb/size)2=1999/0-5-8, (min. 0-3-3), 10=1854/0-5-8, (min. 0-3-1)
Max Horiz 2=318 (LC 7)
Max Uplift 2=-84 (LC 8), 10=-101 (LC 5)
Max Grav 2=2024 (LC 15), 10=1948 (LC 2)
19 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2757/102, 3-4=-2578/110, 4-5=-2375/124, 5-6=-1887/128, 6-7=-1220/102, 7-8=-1220/102, 8-9=-392/115,
9-10=-2004/36
BOT CHORD 2-15=-213/2325, 15-19=-193/1939, 19-20=-193/1939, 14-20=-193/1939, 13-14=-167/1496, 13-21=-167/1496,
12-21=-167/1496, 12-22=-78/254, 11-22=-78/254
WEBS 6-14=-47/1001, 6-12=-545/71, 7-12=-842/191, 8-12=-134/1696, 8-11=-1630/279, 9-11=-127/1858, 3-15=-333/138,
5-15=-19/593, 5-14=-776/179
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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
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 and
any other members, with BCDL = 10.0psf.
7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 84 lb uplift at joint 2 and 101 lb uplift at joint 10.
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.
9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply Roof
324532-A K1 2 1Piggyback Base Job Reference (optional)
Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Wed Jun 28 07:13:21 Page: 1
ID:N9sVpLTvxQsEvzkyo5w_Sbz1r3w-gl6xl___mUFN9CvqGXvUXDq?LBhz0tL8wshptJz1qAS
812
=3x6
=3x6
=3x6
=3x6
=3x6 =2x6
=3x4
LUS24
1
58 57 56 55 54 53 52 51 50 49 48 47 46 45 4443 42 41 40 39 38 37 36 35 34 6233
32
2
3 4 5
6
7
8
9
10
11
12
13
14 3115301617181920212223242526272829
T2
T1
T3 T4
W1
B1 B2HW1
ST13ST12
ST11
ST10
ST9
ST8
ST7
ST6
ST5
ST4
ST3
ST2ST1
ST13 ST13 ST13 ST13 ST13 ST13 ST13 ST13 ST13 ST13 ST13 ST14
1-6-8
-1-6-8
1-5-8
33-11-0
16-0-0
32-5-8
16-5-8
16-5-8
33-11-012-4-30-7-11 10-7-110-3-80-3-811-3-1411-7-6Scale = 1:62.9
Plate Offsets (X, Y):[16:0-4-8,0-2-8], [29:0-4-8,0-2-8], [31:0-3-0,0-0-12], [32:Edge,0-3-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.37 Vert(LL)n/a -n/a 999 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.19 Vert(CT)n/a -n/a 999
BCLL 0.0*Rep Stress Incr NO WB 0.19 Horz(CT)-0.01 32 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 268 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
OTHERS 2x3 SPF No.2
WEDGE Left: 2x4 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 16-29.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 31-32, 17-46, 15-47, 14-48, 13-49,
18-45, 19-44, 20-42, 21-41, 22-40,
23-39, 24-38, 25-37, 26-36, 27-35,
28-34, 30-33
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 33-11-0.
(lb) -Max Horiz 2=318 (LC 7), 59=318 (LC 7)
Max Uplift All uplift 100 (lb) or less at joint(s) 32, 34, 35, 36, 37, 38, 39,
40, 41, 42, 44, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 57,
58 except 2=-112 (LC 25), 33=-130 (LC 4), 59=-112 (LC 25)
Max Grav All reactions 250 (lb) or less at joint(s) 32, 35, 36, 37, 38, 39,
40, 41, 42, 44, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 57,
58 except 2=371 (LC 16), 33=630 (LC 16), 34=320 (LC 22),
59=371 (LC 16)
20 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-301/193, 3-4=-271/175, 4-5=-265/182, 5-6=-255/171
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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
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)Provide adequate drainage to prevent water ponding.5)All plates are 2x4 MT20 unless otherwise indicated.
6)Gable requires continuous bottom chord bearing.
7)Gable studs spaced at 1-4-0 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 and
any other members.
10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 32, 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 57, 58, 45, 44,42, 41, 40, 39, 38, 37, 36, 35, 34 except (jt=lb) 2=112, 33=129, 2=112.
11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 59.
12)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.
13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
14)Use Simpson Strong-Tie LUS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent at 32-6-12 from the left end to connect truss(es) D (1 ply 2x4 SPF) to front face of
bottom chord.
15)Fill all nail holes where hanger is in contact with lumber.
Job Truss Truss Type Qty Ply Roof
324532-A K2 1 1Piggyback Base Girder Job Reference (optional)
Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Wed Jun 28 07:13:22 Page: 1
ID:JY_GE1V9T16y9HuKwWySY0z1r3u-8xfJyK?cXoNEnMU0qFQj3QMJ8aCnlXoI9WRMPlz1qAR
Continued on page 2
LOAD CASE(S) Standard
1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-16=-90, 16-29=-90, 29-31=-90, 32-59=-20
Concentrated Loads (lb)
Vert: 62=-541
Job Truss Truss Type Qty Ply Roof
324532-A K2 1 1Piggyback Base Girder Job Reference (optional)
Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Wed Jun 28 07:13:22 Page: 2
ID:JY_GE1V9T16y9HuKwWySY0z1r3u-8xfJyK?cXoNEnMU0qFQj3QMJ8aCnlXoI9WRMPlz1qAR
812
=6x8 =4x10
=4x6 =6x6 =8x10
=M18AHS 7x18 =7x8 =2x4
=6x8
=7x8
=4x6
=4x6
=4x6LUS26LUS26LUS26LUS26LUS26LUS26LUS26LUS26
HGUS28-2
18 19 20 21 28141312112710 9
8
22 23 24 25 26
1
2
3
7
4 5 6
T2
T1
T3 T4
W8
B2 B3B1B1
W1 W2
W3 W4 W5 W6 W5 W7
8-0-0
32-5-8
8-0-0
24-5-8
7-10-2
16-5-8
8-7-6
8-7-6
1-5-8
33-11-0
1-7-4
33-11-0
7-7-3
24-5-8
7-10-4
32-3-12
8-2-15
16-10-5
8-7-6
8-7-6
0-7-11 10-7-1111-7-6Scale = 1:58.3
Plate Offsets (X, Y):[1:0-3-6,0-3-0], [2:0-1-8,0-1-8], [4:0-4-0,0-5-12], [6:0-6-4,0-2-12], [7:Edge,0-1-0], [8:Edge,0-2-4], [9:0-2-8,0-1-12], [10:0-1-8,0-2-0], [12:0-6-4,0-3-0], [13:0-6-4,0-2-0]
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 0.73 Vert(LL)-0.33 12-13 >999 240 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.71 Vert(CT)-0.51 12-13 >788 180 M18AHS 142/136
BCLL 0.0*Rep Stress Incr NO WB 0.99 Horz(CT)0.08 8 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 587 lb FT = 20%
LUMBER
TOP CHORD 2x6 SPF 1650F 1.5E
BOT CHORD 2x8 SP 2400F 2.0E
WEBS 2x4 SPF 1650F 1.5E *Except* W1,W2,W7:2x4 SPF No.2, W4,W6:2x4DF 2400F 2.0E or 2x4 SP 2400F 2.0E
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-1-7 oc purlins,
except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 2-12, 4-10, 6-9, 7-8
REACTIONS (lb/size)1=10352/(0-5-8 + bearing block), (req. 0-8-2), 8=6623/0-5-8,
(min. 0-5-3)
Max Horiz 1=301 (LC 8)
Max Uplift 1=-517 (LC 8), 8=-387 (LC 5)
22 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-15523/803, 2-3=-10570/600, 3-4=-10375/623, 4-5=-5220/330, 5-6=-5220/330, 6-7=-938/50, 7-8=-5397/288
BOT CHORD 1-14=-872/12831, 14-18=-872/12831, 18-19=-872/12831, 19-20=-872/12831, 20-21=-872/12831, 13-21=-872/12831,
13-22=-872/12831, 22-23=-872/12831, 23-24=-872/12831, 24-25=-872/12831, 25-26=-872/12831, 12-26=-872/12831,
11-12=-577/8975, 11-27=-577/8975, 10-27=-577/8975, 10-28=-38/631, 9-28=-38/631
WEBS 2-13=-137/4918, 2-12=-5182/389, 4-12=-627/10405, 4-10=-6419/480, 5-10=-884/195, 6-10=-503/7840, 6-9=-6006/451,
7-9=-280/4706
NOTES
1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows:Top chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc, 2x4 - 1 row at 0-9-0 oc.Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc.Web connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 4-12 2x4 - 1 row at 0-4-0 oc.
2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to
distribute only loads noted as (F) or (B), unless otherwise indicated.
3)2x8 SP 2400F 2.0E bearing block 12" long at jt. 1 attached to each face with 4 rows of 10d (0.131"x3") nails spaced 3" o.c. 16 Total fasteners per block. Bearing is assumed tobe SPF 1650F 1.5E.
4)Unbalanced roof live loads have been considered for this design.
5)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60
6)Provide adequate drainage to prevent water ponding.
7)All plates are MT20 plates unless otherwise indicated.
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 and
any other members, with BCDL = 10.0psf.
10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 517 lb uplift at joint 1 and 387 lb uplift at joint 8.
11)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
13)Use Simpson Strong-Tie LUS26 (4-10d Girder, 4-10d Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-11-8 from the left end to 15-11-8 to connect truss(es) L (1 ply
2x4 SPF) to back face of bottom chord.
Job Truss Truss Type Qty Ply Roof
324532-A K3 1 2Piggyback Base Girder Job Reference (optional)
Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Wed Jun 28 07:13:23 Page: 1
ID:Fx60fjWQ?fMgOb2j1w_wdRz1r3s-d8DiAg?EI5V5PW3DNyxycevOF_PuUnXRNAAvxCz1qAQ
Continued on page 2
14)Use Simpson Strong-Tie HGUS28-2 (36-16d Girder, 12-16d Truss) or equivalent at 16-10-5 from the left end to connect truss(es) M (2 ply 2x6 SPF) to back face of bottomchord.
15)Fill all nail holes where hanger is in contact with lumber.
LOAD CASE(S) Standard
1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-4=-90, 4-6=-90, 6-7=-90, 8-15=-20
Concentrated Loads (lb)
Vert: 12=-5330, 18=-991, 19=-991, 20=-991, 21=-991, 22=-991, 24=-991, 25=-991, 26=-991
Job Truss Truss Type Qty Ply Roof
324532-A K3 1 2Piggyback Base Girder Job Reference (optional)
Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Wed Jun 28 07:13:23 Page: 2
ID:Fx60fjWQ?fMgOb2j1w_wdRz1r3s-d8DiAg?EI5V5PW3DNyxycevOF_PuUnXRNAAvxCz1qAQ
812
412
=6x6
=3x4
=2x4
=4x6
=5x8
=2x4
=4x4
=5x8
1 72
68
3 5
4
T1 T2
B1 B2
W1
W2
W3
HW1
HW2
4-4-4
13-9-14
4-10-1
4-10-1
4-7-9
9-5-10
4-6-12
18-4-10
0-2-8
18-4-10
0-3-8
0-3-8
8-8-8
18-2-2
9-2-2
9-5-10
0-7-11 0-10-46-11-70-1-140-1-142-10-133-0-11Scale = 1:37.5
Plate Offsets (X, Y):[1:0-1-0,Edge], [4:0-3-0,0-1-8], [7:0-3-7,0-1-7], [8:0-4-0,0-2-12]
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 0.59 Vert(LL)-0.18 8-11 >999 240 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.82 Vert(CT)-0.36 8-11 >607 180
BCLL 0.0*Rep Stress Incr YES WB 0.46 Horz(CT)0.19 7 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 64 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x3 SPF No.2
SLIDER Left 2x3 SPF No.2 -- 1-6-0, Right 2x6 SPF 1650F 1.5E -- 2-6-0
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-0-5 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (lb/size)1=1011/ Mechanical, (min. 0-1-8), 7=1011/ Mechanical, (min.
0-1-8)
Max Horiz 1=115 (LC 5)
Max Uplift 1=-34 (LC 8), 7=-31 (LC 9)
24 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1038/0, 2-3=-2267/177, 3-4=-1731/51, 4-5=-1695/71, 5-6=-2064/83, 6-7=-729/0
BOT CHORD 1-8=-196/1907, 7-8=-41/1736
WEBS 3-8=-522/187, 4-8=0/1332, 5-8=-383/172
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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
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 34 lb uplift at joint 1 and 31 lb uplift at joint 7.
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 Roof
324532-A L 8 1Scissor Job Reference (optional)
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812
412
=4x4 =3x6
=5x8
=6x8
=3x6
=4x6
1 13
14
1522162117
12
20 18
2
11
19
3
25 24 23 26 27 28
10
4
9
5
8
6 7
T1 T2
B1 B2
B3
W1
W2
W3
HW2
ST6
ST5
ST3
ST4ST2
ST1
ST7
ST8
ST9 ST10
ST11
ST12
4-4-4
13-9-14
4-6-12
18-4-10
4-10-1
4-10-1
4-7-9
9-5-10
0-1-6
18-4-10
0-3-8
0-3-8
8-9-10
18-3-4
9-2-2
9-5-10
0-3-8 0-6-66-7-40-1-80-1-82-11-33-0-11Scale = 1:37.3
Plate Offsets (X, Y):[1:0-2-15,0-0-11], [13:0-0-11,0-0-13], [19:0-3-12,0-3-0]
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 0.44 Vert(LL)-0.17 18-19 >999 240 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.85 Vert(CT)-0.27 18-19 >824 180
BCLL 0.0*Rep Stress Incr YES WB 0.40 Horz(CT)0.23 13 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 72 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x3 SPF No.2
OTHERS 2x3 SPF No.2
WEDGE Right: 2x3 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-3-15 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)1=1003/0-3-8, (min. 0-1-9), 13=1001/(0-1-6 + bearing block),
(req. 0-1-9)
Max Horiz 1=114 (LC 5)
Max Uplift 1=-33 (LC 8), 13=-32 (LC 9)
25 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-2677/137, 2-3=-2509/156, 3-4=-1860/25, 4-5=-1778/53, 5-6=-1765/75, 6-7=-1463/94, 7-8=-1643/84, 8-9=-1719/78,
9-10=-1805/53, 10-11=-2253/58, 11-12=-2358/64, 12-13=-2425/29
BOT CHORD 1-22=-163/2270, 21-22=-161/2270, 20-21=-152/2254, 19-20=-162/2290, 18-19=-6/2031, 17-18=-1/2031, 16-17=-5/2023,
15-16=-4/2040, 14-15=0/2002, 13-14=-5/1989
WEBS 3-25=-722/160, 24-25=-722/159, 23-24=-723/160, 19-23=-726/160, 7-19=-78/1106, 19-26=-577/158, 26-27=-573/157,
27-28=-573/157, 10-28=-573/157, 6-19=0/456
NOTES
1)2x4 SPF No.2 bearing block 12" long at jt. 13 attached to front face with 2 rows of 10d (0.131"x3") nails spaced 3" o.c. 8 Total fasteners. Bearing is assumed to be SPF 1650F1.5E.
2)Unbalanced roof live loads have been considered for this design.
3)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever leftand right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
4) 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.
5)All plates are 2x4 MT20 unless otherwise indicated.
6)Gable studs spaced at 1-4-0 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)Bearing at joint(s) 1, 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 33 lb uplift at joint 1 and 32 lb uplift at joint 13.
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 Roof
324532-A L1 1 1Scissor Structural Gable Job Reference (optional)
Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Wed Jun 28 07:13:24 Page: 1
ID:U75ZPADktzDDuldv4A236Az1r4F-5Kn4N?0t3Pdy1gePxgSB9rSeYOjwDN_acqwTUez1qAP
=M18AHS 5x14
=M18AHS 9x12
=MT20HS 8x14
=4x6
=8x10=2x4 =M18AHS 10x14
=4x4
=3x6
5 9
8
7 6
1 10 11 2 12 13 3 14 15 4
W1
T1
W1
B1
W1W2 W2 W1 W2 BL1
5-11-3
12-0-3
6-0-15
6-0-15
6-4-7
18-4-10
0-3-8
18-4-10
5-11-3
12-0-3
6-0-15
6-0-15
6-0-15
18-1-22-6-02-4-80-1-8
Scale = 1:34.9
Plate Offsets (X, Y):[3:0-2-4,0-1-0], [4:Edge,0-5-4], [5:0-3-0,0-1-0], [6:0-2-0,0-3-4], [7:0-6-0,0-4-0]
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 0.58 Vert(LL)-0.23 6-7 >948 240 M18AHS 142/136
TCDL 10.0 Lumber DOL 1.15 BC 0.74 Vert(CT)-0.36 6-7 >606 180 MT20HS 148/108
BCLL 0.0*Rep Stress Incr NO WB 0.88 Horz(CT)0.04 9 n/a n/a MT20 197/144
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 235 lb FT = 20%
LUMBER
TOP CHORD 2x8 SP 2400F 2.0E
BOT CHORD 2x6 SPF 1650F 1.5E
WEBS 2x4 SPF No.2 *Except* W2:2x4 SPF 1650F 1.5E
OTHERS 2x4 SPF No.2
BRACING
TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-4, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)8=5350/ Mechanical, (min. 0-1-8), 9=5911/ Mechanical, (min.
0-1-8)
Max Uplift 8=-404 (LC 4), 9=-519 (LC 4)
Max Grav 8=5694 (LC 15), 9=6401 (LC 15)
26 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-8=-5532/427, 1-10=-10840/782, 10-11=-10840/782, 2-11=-10840/782, 2-12=-12013/915, 12-13=-12013/915,3-13=-12013/915, 3-14=-12013/915, 14-15=-12013/915, 4-15=-12013/915
BOT CHORD 7-8=-22/358, 6-7=-782/10840, 6-9=-130/1619
WEBS 2-7=-3461/335, 1-7=-801/11045, 2-6=-140/1235, 3-6=-3791/389, 4-6=-827/10951, 4-9=-6533/530
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, 2x8 - 2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60
4)Provide adequate drainage to prevent water ponding.
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 andany other members.
8)Refer to girder(s) for truss to truss connections.
9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 404 lb uplift at joint 8 and 519 lb uplift at joint 9.
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.
11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
12)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 961 lb down and 65 lb up at 0-1-12, 931 lb down and 56 lb up at 2-1-12,
931 lb down and 56 lb up at 4-1-12, 931 lb down and 56 lb up at 6-1-12, 931 lb down and 56 lb up at 8-1-12, 931 lb down and 56 lb up at 10-1-12, 1269 lb down and 104 lb
up at 12-1-12, 1269 lb down and 104 lb up at 14-1-12, and 1269 lb down and 104 lb up at 16-1-12, and 1299 lb down and 118 lb up at 17-11-6 on top chord. The design/
selection of such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Job Truss Truss Type Qty Ply Roof
324532-A M 1 2Flat Girder Job Reference (optional)
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Continued on page 2
Uniform Loads (lb/ft)
Vert: 1-4=-90, 5-8=-20
Concentrated Loads (lb)
Vert: 1=-855, 4=-1137, 2=-810, 3=-1087, 10=-810, 11=-810, 12=-810, 13=-810, 14=-1087, 15=-1087
Job Truss Truss Type Qty Ply Roof
324532-A M 1 2Flat Girder Job Reference (optional)
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812
512
=4x8
=3x4
=4x6
=5x5
=3x4
=4x8
1 7
2 6
53
8
4
T1 T1
B1 B1
W1
HW1 HW1
1-6-8
-1-6-8
1-6-8
15-5-8
6-11-8
13-11-0
6-11-8
6-11-8
0-5-8
13-11-0
0-5-8
0-5-8
6-6-0
13-5-8
6-6-0
6-11-86-0-30-7-115-3-62-8-8Scale = 1:34.1
Plate Offsets (X, Y):[2:0-1-2,0-2-3], [4:0-3-0,0-1-12], [6:0-3-2,0-2-3]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.73 Vert(LL)-0.12 8-15 >999 240 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.49 Vert(CT)-0.18 8-15 >947 180
BCLL 0.0*Rep Stress Incr YES WB 0.39 Horz(CT)0.09 6 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 47 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x3 SPF No.2
SLIDER Left 2x4 SPF No.2 -- 2-0-0, Right 2x4 SPF No.2 -- 2-0-0
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-5-15 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (lb/size)2=904/0-5-8, (min. 0-1-8), 6=904/0-5-8, (min. 0-1-8)
Max Horiz 2=-104 (LC 6)
Max Uplift 2=-51 (LC 8), 6=-51 (LC 9)
28 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-524/0, 3-4=-1462/15, 4-5=-1462/45, 5-6=-439/0
BOT CHORD 2-8=-131/1341, 6-8=0/1341
WEBS 4-8=0/1135
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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
5)Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 51 lb uplift at joint 2 and 51 lb uplift at joint 6.
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 Roof
324532-A N 6 1Scissor Job Reference (optional)
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812
512=3x6 =3x4
=4x4
=5x5 =3x4
=3x6
1 13
2 12
113
1420
1519
1618
4 10
17
5 9
6 8
7
T1 T1
B1 B1
W1
ST3
ST2
ST1
ST3
ST2
ST1
HW1HW1
1-6-8
-1-6-8
1-6-8
15-5-8
6-11-8
13-11-0
6-11-8
6-11-8
0-5-8
13-11-0
0-5-8
0-5-8
6-6-0
13-5-8
6-6-0
6-11-86-0-30-7-115-3-62-8-8Scale = 1:34.1
Plate Offsets (X, Y):[2:Edge,0-0-0], [12:Edge,0-0-0]
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 0.21 Vert(LL)0.00 20-23 >999 240 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.05 Vert(CT)0.00 14-27 >999 180
BCLL 0.0*Rep Stress Incr YES WB 0.03 Horz(CT)0.00 12 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 52 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x3 SPF No.2
OTHERS 2x3 SPF No.2
SLIDER Left 2x3 SPF No.2 -- 1-6-0, Right 2x3 SPF No.2 -- 1-6-0
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 beinstalled during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 13-11-0.
(lb) -Max Horiz 2=-104 (LC 6), 21=-104 (LC 6)
Max Uplift All uplift 100 (lb) or less at joint(s) 2, 12, 14, 15, 16, 17, 18, 19,
20, 21, 25
Max Grav All reactions 250 (lb) or less at joint(s) 14, 15, 16, 17, 18, 19except 2=333 (LC 1), 12=333 (LC 1), 20=251 (LC 15), 21=333
(LC 1), 25=333 (LC 1)
29 1FORCES (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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
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 consultqualified building designer as per ANSI/TPI 1.
4)All plates are 2x4 MT20 unless otherwise indicated.
5)Gable studs spaced at 1-4-0 oc.6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 17, 12, 18, 19, 20, 16, 15, 14, 2, 12.
9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply Roof
324532-A N1 1 1Scissor Job Reference (optional)
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812
=7x8 =MT18HS 3x12
=4x6
=MT20HS 8x14=5x8
=4x6
=MT18HS 3x12
=7x8
HUS28 HUS28 HUS28 HUS28 HUS28 HUS26
1 16 9 17 8 18 7 19
62
3 5
4
T1
T2
B1
W1 W2
W3
W2 W1
1-6-8
-1-6-8
3-0-6
9-11-14
3-0-6
6-11-8
3-11-2
3-11-2
3-11-2
13-11-0
3-0-6
9-11-14
3-0-6
6-11-8
3-11-2
3-11-2
3-11-2
13-11-06-2-100-7-115-3-6Scale = 1:32.2
Plate Offsets (X, Y):[3:0-1-4,0-2-0], [4:0-3-8,0-2-8], [5:0-1-4,0-2-0], [7:0-6-4,0-1-8], [9:0-6-4,0-1-8]
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 0.34 Vert(LL)-0.09 8-9 >999 240 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.53 Vert(CT)-0.14 8-9 >999 180 MT18HS 197/144
BCLL 0.0*Rep Stress Incr NO WB 0.78 Horz(CT)0.04 6 n/a n/a MT20HS 148/108
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 190 lb FT = 20%
LUMBER
TOP CHORD 2x6 SPF 1650F 1.5E
BOT CHORD 2x8 SP 2400F 2.0E
WEBS 2x4 SPF No.2 *Except* W3:2x4 SPF 1650F 1.5E
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-1-3 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)2=8863/(0-5-8 + TBE6 Simpson Strong-Tie), (req. 0-7-5),6=8400/(0-5-8 + TBE6 Simpson Strong-Tie), (req. 0-6-15)
Max Horiz 2=98 (LC 7)
Max Uplift 2=-250 (LC 8), 6=-227 (LC 9)
Max Grav 2=9322 (LC 15), 6=8856 (LC 16)
30 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-13025/313, 3-4=-9537/269, 4-5=-9531/267, 5-6=-12833/327
BOT CHORD 2-16=-269/10849, 9-16=-269/10849, 9-17=-269/10849, 8-17=-269/10849, 8-18=-231/10620, 7-18=-231/10620,
7-19=-231/10620, 6-19=-231/10620
WEBS 3-9=-65/4366, 3-8=-3796/147, 4-8=-240/9976, 5-8=-3563/161, 5-7=-75/4124
NOTES
1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc.Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-4-0 oc.Web connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 3-9 2x4 - 2 rows staggered at 0-2-0 oc, Except member 5-7 2x4 - 2 rows staggered at 0-2-0 oc.
2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to
distribute only loads noted as (F) or (B), unless otherwise indicated.
3)Unbalanced roof live loads have been considered for this design.
4)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever leftand right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
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)TBE6 Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 6 and 2. This connection is for uplift only and does not consider
lateral forces.
9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
10)Use Simpson Strong-Tie HUS28 (22-16d Girder, 8-16d Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-11-8 from the left end to 9-11-8 to connect truss(es) G (1 ply
2x4 SPF) to back face of bottom chord.
11)Use Simpson Strong-Tie HUS26 (14-16d Girder, 6-16d Truss) or equivalent at 11-11-8 from the left end to connect truss(es) G2 (1 ply 2x4 SPF) to back face of bottom chord.
12)Fill all nail holes where hanger is in contact with lumber.
LOAD CASE(S) Standard
1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (lb/ft)
Job Truss Truss Type Qty Ply Roof
324532-A N2 1 2Common Girder Job Reference (optional)
Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Wed Jun 28 07:13:26 Page: 1
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Continued on page 2
Vert: 1-4=-90, 4-6=-90, 10-13=-20
Concentrated Loads (lb)
Vert: 9=-2670, 7=-2670, 16=-2670, 17=-2670, 18=-2670, 19=-2241
Job Truss Truss Type Qty Ply Roof
324532-A N2 1 2Common Girder Job Reference (optional)
Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Wed Jun 28 07:13:26 Page: 2
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812
=3x4 =2x4
=4x4
=3x4
1 5
6
42
3
T1 T1
B1
ST1
0-9-0
8-0-0
0-9-0
0-9-0
3-3-0
7-3-0
3-3-0
4-0-0
6-5-152-8-00-4-7
0-1-9-0-1-92-6-72-6-7Scale = 1:21
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)n/a -n/a 999 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.17 Vert(CT)n/a -n/a 999
BCLL 0.0*Rep Stress Incr YES WB 0.03 Horz(CT)0.00 2 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 20 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x3 SPF No.2
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 6-5-15.
(lb) -Max Horiz 2=-46 (LC 6), 7=-46 (LC 6)
Max Uplift All uplift 100 (lb) or less at joint(s) 2, 4, 7, 11
Max Grav All reactions 250 (lb) or less at joint(s) except 2=257 (LC 1),4=257 (LC 1), 6=290 (LC 1), 7=257 (LC 1), 11=257 (LC 1)
32 1FORCES (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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever leftand right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult
qualified building designer as per ANSI/TPI 1.
4)Gable requires continuous bottom chord bearing.
5)Gable studs spaced at 4-0-0 oc.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord andany other members.
8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4, 2, 4.
9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.10)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply Roof
324532-A P 10 1Piggyback Job Reference (optional)
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812
=3x4 =2x4 =2x4
=2x4
=4x4
=2x4 =2x4
=3x4
1 7
10 9 8
62
3 5
4
T1 T1
B1
ST2
ST1 ST1
0-9-0
0-9-0
0-9-0
8-0-0
3-3-0
7-3-0
3-3-0
4-0-0
6-5-152-8-00-4-7
0-1-9-0-1-92-6-72-6-7Scale = 1:21
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 0.04 Vert(LL)n/a -n/a 999 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.04 Vert(CT)n/a -n/a 999
BCLL 0.0*Rep Stress Incr YES WB 0.03 Horz(CT)n/a -n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 22 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x3 SPF No.2
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 6-5-15.
(lb) -Max Horiz 2=-46 (LC 6), 11=-46 (LC 6)
Max Uplift All uplift 100 (lb) or less at joint(s) 2, 6, 8, 10, 11, 15
Max Grav All reactions 250 (lb) or less at joint(s) 2, 6, 8, 9, 10, 11, 15
33 1FORCES (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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever leftand right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult
qualified building designer as per ANSI/TPI 1.
4)Gable requires continuous bottom chord bearing.
5)Gable studs spaced at 4-0-0 oc.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord andany other members.
8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 10, 8, 2, 6.
9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
10)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply Roof
324532-A P1 1 1Piggyback Job Reference (optional)
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ID:fWn9HkZIHalFF2mIj3YdF4z1r3p-VvTC?13lLK?Xu7N_co0umU3F2byIQqX1Io874zz1qAM
812
=3x4 =2x4 =2x4
=4x4
=2x4 =2x4 =2x4
=3x4
1 7
10 9 8
62
3 5
4
T1 T1
B1
ST2
ST1 ST1
0-9-0
0-9-0
0-9-0
16-0-0
7-3-0
8-0-0
7-3-0
15-3-0
14-5-155-4-00-4-7
0-1-9-0-1-95-2-75-2-7Scale = 1:31.3
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 0.23 Vert(LL)n/a -n/a 999 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.10 Vert(CT)n/a -n/a 999
BCLL 0.0*Rep Stress Incr YES WB 0.14 Horz(CT)0.00 6 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 45 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x3 SPF No.2
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 14-5-15.
(lb) -Max Horiz 2=-95 (LC 6), 11=-95 (LC 6)
Max Uplift All uplift 100 (lb) or less at joint(s) 2, 8, 10, 11
Max Grav All reactions 250 (lb) or less at joint(s) 2, 6, 11, 15 except8=470 (LC 22), 9=314 (LC 1), 10=470 (LC 21)
34 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 3-10=-378/134, 5-8=-378/134
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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
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 consultqualified building designer as per ANSI/TPI 1.
4)Gable requires continuous bottom chord bearing.
5)Gable studs spaced at 4-0-0 oc.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10, 8, 2.
9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
10)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply Roof
324532-A P2 15 1Piggyback Job Reference (optional)
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812
=3x4
=4x4
=3x4
1 13
22 21 20 19 18 17 16 15 14
122
113
104
95
86
7
T1 T1
B1
ST5
ST4
ST3
ST2
ST1
ST4
ST3
ST2
ST1
0-9-0
0-9-0
0-9-0
16-0-0
7-3-0
8-0-0
7-3-0
15-3-0
14-5-155-4-00-4-7
0-1-9-0-1-95-2-75-2-7Scale = 1:31.3
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 0.04 Vert(LL)n/a -n/a 999 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.04 Vert(CT)n/a -n/a 999
BCLL 0.0*Rep Stress Incr YES WB 0.05 Horz(CT)0.00 12 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 58 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x3 SPF No.2
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 14-5-15.
(lb) -Max Horiz 2=95 (LC 7), 23=95 (LC 7)
Max Uplift All uplift 100 (lb) or less at joint(s) 2, 14, 15, 16, 17, 19, 20, 21,
22, 23
Max Grav All reactions 250 (lb) or less at joint(s) 2, 12, 14, 15, 16, 17, 18,19, 20, 21, 22, 23, 27
35 1FORCES (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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever leftand right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult
qualified building designer as per ANSI/TPI 1.
4)All plates are 2x4 MT20 unless otherwise indicated.
5)Gable requires continuous bottom chord bearing.
6)Gable studs spaced at 1-4-0 oc.
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 19, 20, 21, 22, 17, 16, 15, 14, 2.
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.
11)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply Roof
324532-A P3 2 1Piggyback Job Reference (optional)
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812
=3x4 =2x4 =2x4
=4x4
=2x4 =2x4 =2x4
=3x4
1 7
10 9 8
62
53
4
T1 T2
B1
ST2
ST1 ST1
0-5-12
15-8-12
0-9-0
0-9-0
7-3-0
15-3-0
7-3-0
8-0-0
14-5-155-4-00-4-7
0-1-9-0-1-95-2-75-2-7Scale = 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 0.23 Vert(LL)n/a -n/a 999 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.10 Vert(CT)n/a -n/a 999
BCLL 0.0*Rep Stress Incr YES WB 0.14 Horz(CT)0.00 15 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 45 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x3 SPF No.2
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 14-5-15.
(lb) -Max Horiz 2=94 (LC 7), 11=94 (LC 7)
Max Uplift All uplift 100 (lb) or less at joint(s) 2, 8, 10, 11
Max Grav All reactions 250 (lb) or less at joint(s) 2, 6, 11, 15 except8=473 (LC 22), 9=313 (LC 1), 10=470 (LC 21)
36 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 3-10=-378/134, 5-8=-379/134
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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
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 consultqualified building designer as per ANSI/TPI 1.
4)Gable requires continuous bottom chord bearing.
5)Gable studs spaced at 4-0-0 oc.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10, 8, 2.
9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
10)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply Roof
324532-A P4 10 1Piggyback Job Reference (optional)
Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Wed Jun 28 07:13:28 Page: 1
ID:QVDKqrE_PaTx72nIBb4XBbz1r4D-z51bDN3N6e8OVHyAAVX7JhcMp?Ha9F2AXSugdPz1qAL
812
=3x4
=4x4
=4x6 =3x4
1
29 28 27 26 25 24 23 22 21 20 19 1817 16
15
2 14
3 13
4 12
115
106
97
8
T1 T1
B1 B2
ST7
ST6
ST5
ST4
ST3
ST2
ST1
ST6
ST5
ST4
ST3
ST2
ST1
0-5-3
22-1-15
10-7-13
21-8-12
11-1-0
11-1-0
22-1-157-4-140-0-47-1-3Scale = 1:40.4
Plate Offsets (X, Y):[17:0-2-12,0-1-4]
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 0.11 Vert(LL)n/a -n/a 999 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.12 Vert(TL)n/a -n/a 999
BCLL 0.0*Rep Stress Incr YES WB 0.16 Horiz(TL)0.00 15 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 96 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x3 SPF No.2
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.
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS All bearings 22-1-15.
(lb) -Max Horiz 1=133 (LC 5)
Max Uplift All uplift 100 (lb) or less at joint(s) 1, 16, 18, 19, 20, 21, 22, 24,25, 26, 27, 28, 29
Max Grav All reactions 250 (lb) or less at joint(s) 1, 15, 18, 19, 20, 21, 22,
23, 24, 25, 26, 27, 28 except 16=292 (LC 22), 29=344 (LC 1)
37 1FORCES (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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult
qualified building designer as per ANSI/TPI 1.
4)All plates are 2x4 MT20 unless otherwise indicated.
5)Gable requires continuous bottom chord bearing.
6)Gable studs spaced at 1-4-0 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 andany other members.
9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 24, 25, 26, 27, 28, 29, 22, 21, 20, 19, 18, 16.
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 Roof
324532-A V1 1 1Valley Job Reference (optional)
Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Wed Jun 28 07:13:29 Page: 1
ID:8iLXV4Zw2tt6tCLUGm3snHz1r3o-z51bDN3N6e8OVHyAAVX7JhcOi?HH9FlAXSugdPz1qAL
812
=3x4 =2x4 =2x4
=4x4
=2x4 =2x4 =2x4
=3x4
1 5
8 13 7 14 6
2 4
3
T1 T1
B1
ST2
ST1 ST1
0-5-3
18-4-7
8-9-1
17-11-4
9-2-4
9-2-4
18-4-76-1-120-0-45-10-0Scale = 1:34.2
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 0.41 Vert(LL)n/a -n/a 999 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.28 Vert(TL)n/a -n/a 999
BCLL 0.0*Rep Stress Incr YES WB 0.43 Horiz(TL)0.01 5 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 54 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x3 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS All bearings 18-4-7.
(lb) -Max Horiz 1=110 (LC 7)
Max Uplift All uplift 100 (lb) or less at joint(s) 1 except 6=-114 (LC 9),
8=-116 (LC 8)
Max Grav All reactions 250 (lb) or less at joint(s) 1, 5 except 6=664 (LC16), 7=637 (LC 15), 8=666 (LC 15)
38 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-181/372, 2-3=0/295, 3-4=0/291, 4-5=-56/343
WEBS 3-7=-522/6, 2-8=-462/155, 4-6=-462/155
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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever leftand right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
3)Gable requires continuous bottom chord bearing.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members, with BCDL = 10.0psf.
6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 8=115, 6=114.
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 Roof
324532-A V2 1 1Valley Job Reference (optional)
Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Wed Jun 28 07:13:29 Page: 1
ID:YH1g76cpLoFhkg43yvcZPwz1r3l-RHbzQj4?txGE7RXMkD2Msv9UlPZ?uemKm6dE9rz1qAK
812
=3x4 =2x4 =2x4
=4x4
=2x4 =2x4 =2x4
=3x4
1 5
8 7 6
2 4
3
T1 T1
B1
ST2
ST1 ST1
0-5-3
14-4-7
6-9-1
13-11-4
7-2-4
7-2-4
14-4-74-9-120-0-44-6-0Scale = 1:29.5
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 0.25 Vert(LL)n/a -n/a 999 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.09 Vert(TL)n/a -n/a 999
BCLL 0.0*Rep Stress Incr YES WB 0.16 Horiz(TL)0.00 5 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 41 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x3 SPF No.2
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.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS All bearings 14-4-7.
(lb) -Max Horiz 1=-85 (LC 6)
Max Uplift All uplift 100 (lb) or less at joint(s) 1, 6, 8
Max Grav All reactions 250 (lb) or less at joint(s) 1, 5 except 6=472 (LC22), 7=397 (LC 1), 8=472 (LC 21)
39 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 3-7=-323/9, 2-8=-376/129, 4-6=-376/128
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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
3)Gable requires continuous bottom chord bearing.
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 100 lb uplift at joint(s) 1, 8, 6.
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 Roof
324532-A V3 1 1Valley Job Reference (optional)
Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Wed Jun 28 07:13:29 Page: 1
ID:ysiol7ehejdFb7ped1AG1Yz1r3i-RHbzQj4?txGE7RXMkD2Msv9XEPczui?Km6dE9rz1qAK
812
=3x4
=4x6
=2x4 =3x4
1 3
4
2
T1 T1
B1
ST1
0-5-3
10-4-7
4-9-1
9-11-4
5-2-4
5-2-4
10-4-73-5-120-0-43-2-0Scale = 1:25.2
Plate Offsets (X, Y):[1:0-3-11,Edge], [3:0-1-3,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.39 Vert(LL)n/a -n/a 999 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.36 Vert(TL)n/a -n/a 999
BCLL 0.0*Rep Stress Incr YES WB 0.23 Horiz(TL)0.01 3 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 27 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x3 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (lb/size)1=49/10-4-7, (min. 0-1-13), 3=49/10-4-7, (min. 0-1-13),4=1043/10-4-7, (min. 0-1-13)
Max Horiz 1=-61 (LC 6)
Max Uplift 1=-58 (LC 22), 3=-58 (LC 21), 4=-52 (LC 8)
Max Grav 1=123 (LC 21), 3=123 (LC 22), 4=1043 (LC 1)
40 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-117/487, 2-3=-31/487
BOT CHORD 1-4=-309/96, 3-4=-309/73
WEBS 2-4=-827/89
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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever leftand right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
3)Gable requires continuous bottom chord bearing.
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 58 lb uplift at joint 1, 58 lb uplift at joint 3 and 52 lb uplift at joint 4.
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 Roof
324532-A V4 1 1Valley Job Reference (optional)
Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Wed Jun 28 07:13:30 Page: 1
ID:Q2GAzTfJP1l6CHOqBkhVZmz1r3h-vU8Le35deFO5lb5ZIwZbO6hfppu_d88T_mNnhIz1qAJ
812
=3x4 =2x4
=4x4
=3x4
1 3
4
2
T1 T1
B1
ST1
0-5-3
6-4-7
2-9-1
5-11-4
3-2-4
3-2-4
6-4-72-1-120-0-41-10-0Scale = 1:20.2
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 0.14 Vert(LL)n/a -n/a 999 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.16 Vert(TL)n/a -n/a 999
BCLL 0.0*Rep Stress Incr YES WB 0.07 Horiz(TL)0.00 3 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 16 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x3 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-4-7 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (lb/size)1=75/6-4-7, (min. 0-1-8), 3=75/6-4-7, (min. 0-1-8), 4=552/6-4-7,
(min. 0-1-8)
Max Horiz 1=36 (LC 7)
Max Uplift 1=-5 (LC 22), 3=-7 (LC 9), 4=-23 (LC 8)
Max Grav 1=106 (LC 21), 3=106 (LC 22), 4=552 (LC 1)
41 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-4=-380/36
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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
3)Gable requires continuous bottom chord bearing.
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 5 lb uplift at joint 1, 7 lb uplift at joint 3 and 23 lb uplift at joint 4.
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 Roof
324532-A V5 1 1Valley Job Reference (optional)
Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Wed Jun 28 07:13:31 Page: 1
ID:vEqZApgxALtzqRz0kSCk6zz1r3g-vU8Le35deFO5lb5ZIwZbO6hjipx7dAeT_mNnhIz1qAJ
8 12
=3x4 =2x4
=4x4
=3x4
1 3
4
2
T1 T1
B1
ST1
0-5-3
7-10-7
3-6-1
7-5-4
3-11-4
3-11-4
7-10-72-7-120-0-42-4-0Scale = 1:21.9
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 0.24 Vert(LL)n/a -n/a 999 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.24 Vert(TL)n/a -n/a 999
BCLL 0.0*Rep Stress Incr YES WB 0.11 Horiz(TL)0.00 3 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 20 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x3 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 7-10-7 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (lb/size)1=63/7-10-7, (min. 0-1-8), 3=63/7-10-7, (min. 0-1-8),
4=741/7-10-7, (min. 0-1-8)
Max Horiz 1=-45 (LC 6)
Max Uplift 1=-26 (LC 22), 3=-26 (LC 21), 4=-36 (LC 8)
Max Grav 1=111 (LC 21), 3=111 (LC 22), 4=741 (LC 1)
42 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-111/318, 2-3=-21/318
WEBS 2-4=-544/56
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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever leftand right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
3)Gable requires continuous bottom chord bearing.
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 26 lb uplift at joint 1, 26 lb uplift at joint 3 and 36 lb uplift at joint 4.
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 Roof
324532-A V6 1 1Valley Job Reference (optional)
Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Wed Jun 28 07:13:32 Page: 1
ID:vEqZApgxALtzqRz0kSCk6zz1r3g-ssG53k6uAsep_uFxPLc3TXn2fccK54WmS4sumAz1qAH
8 12
=3x4
=3x4
=3x4
1 3
2
T1 T1
B1
0-5-3
3-10-7
1-6-1
3-5-4
1-11-4
1-11-4
3-10-71-3-120-0-4
1-0-0
Scale = 1:18.5
Plate Offsets (X, Y):[2:0-2-0,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL)n/a -n/a 999 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.11 Vert(TL)n/a -n/a 999
BCLL 0.0*Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 9 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-10-7 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)1=213/3-10-7, (min. 0-1-8), 3=213/3-10-7, (min. 0-1-8)
Max Horiz 1=-21 (LC 4)
Max Uplift 1=-8 (LC 8), 3=-8 (LC 9)
43 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-317/16
BOT CHORD 1-3=-16/254
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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
3)Gable requires continuous bottom chord bearing.
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 8 lb uplift at joint 1 and 8 lb uplift at joint 3.
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 Roof
324532-A V7 1 1Valley Job Reference (optional)
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ID:vEqZApgxALtzqRz0kSCk6zz1r3g-ssG53k6uAsep_uFxPLc3TXn4XceM55DmS4sumAz1qAH
812
812
=3x4 =4x6
=4x4
=6x6
=3x6
1
1920212223242526272829303132333418
2 17338424039
164
155
146
36 4135 37
137
128
9 11
10
T1 T2
B2B1
B3
W4
W4
ST10
W3
W3
ST9
ST8ST7ST6ST5ST4ST3ST2ST1
ST8 ST7 ST11ST12ST13ST14
10-2-9
22-9-8
12-7-0
12-7-0
2-5-1
22-9-8
20-4-8
20-4-88-5-10-0-4 1-7-6Scale = 1:81.3
Plate Offsets (X, Y):[1:0-0-7,0-3-2], [17:0-4-1,Edge], [26:0-3-0,0-1-4]
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 0.14 Vert(LL)n/a -n/a 999 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.14 Vert(TL)n/a -n/a 999
BCLL 0.0*Rep Stress Incr YES WB 0.13 Horiz(TL)0.01 17 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 115 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x3 SPF No.2
OTHERS 2x3 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except:
10-0-0 oc bracing: 18-19.
JOINTS 1 Brace at Jt(s): 36, 38
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 22-9-8.
(lb) -Max Horiz 1=148 (LC 5)
Max Uplift All uplift 100 (lb) or less at joint(s) 1, 17, 20, 21, 22, 23, 27, 28,
29, 30, 31, 32, 33, 34, 39 except 19=-314 (LC 18)
Max Grav All reactions 250 (lb) or less at joint(s) 1, 19, 20, 21, 22, 23, 24,
25, 28, 29, 30, 31, 32, 33, 34 except 18=571 (LC 1), 27=266(LC 1), 37=270 (LC 1)
44 1FORCES (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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
3)All plates are 2x4 MT20 unless otherwise indicated.
4)Gable requires continuous bottom chord bearing.
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)Bearing at joint(s) 37, 39 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 27, 28, 29, 30, 31, 32, 33, 34, 23, 22, 21, 20, 39 except
(jt=lb) 19=314.
9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1, 17, 19, 27, 28, 29, 30, 31, 32, 33, 34, 24, 23, 22, 21, 20, 18, 37, 39, 25.
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 Roof
324532-A V8 1 1Roof Special Job Reference (optional)
Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Wed Jun 28 07:13:33 Page: 1
ID:NROxO9gZxe?qSbXDI9jzfBz1r3f-K3qUG47WxAmgc2q8z27I0lJEy0z6qWSvgkbRIcz1qAG
812
=3x4
=4x4
=3x6 =3x6
1
14 13 12 11 10 9
8
7
62
53
4
T1 T2
W1B1B2
ST3
ST2
ST1
ST2
ST1
9-8-12
20-5-0
10-8-4
10-8-4
20-5-07-1-120-0-4 0-7-14
Scale = 1:38.3
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 0.26 Vert(LL)n/a -n/a 999 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.14 Vert(TL)n/a -n/a 999
BCLL 0.0*Rep Stress Incr YES WB 0.31 Horiz(TL)0.00 8 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 65 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x3 SPF No.2
OTHERS 2x3 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide.REACTIONS All bearings 20-5-0.
(lb) -Max Horiz 1=132 (LC 5)
Max Uplift All uplift 100 (lb) or less at joint(s) 1, 8, 9, 11, 13, 14
Max Grav All reactions 250 (lb) or less at joint(s) 1, 8 except 9=383 (LC
16), 11=543 (LC 16), 12=452 (LC 18), 13=538 (LC 15), 14=427
(LC 15)
45 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 4-12=-272/0, 3-13=-401/146, 2-14=-315/107, 5-11=-404/145, 6-9=-288/117
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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever leftand right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
3)All plates are 2x4 MT20 unless otherwise indicated.
4)Gable requires continuous bottom chord bearing.
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 = 10.0psf.
7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 8, 13, 14, 11, 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 Roof
324532-A V9 1 1Valley Job Reference (optional)
Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Wed Jun 28 07:13:33 Page: 1
ID:NROxO9gZxe?qSbXDI9jzfBz1r3f-K3qUG47WxAmgc2q8z27I0lJC50z6qUdvgkbRIcz1qAG
812
=3x4 =2x4 =2x4
=2x4
=4x4
=2x4 =2x4
=3x4
1 5
8 13 7 14 6
2 4
3
T1 T1
B1
ST2
ST1 ST1
0-5-3
17-4-7
8-3-1
16-11-4
8-8-4
8-8-4
17-4-75-9-120-0-45-6-0Scale = 1:32.9
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 0.35 Vert(LL)n/a -n/a 999 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.23 Vert(TL)n/a -n/a 999
BCLL 0.0*Rep Stress Incr YES WB 0.34 Horiz(TL)0.01 5 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 51 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x3 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS All bearings 17-4-7.
(lb) -Max Horiz 1=-104 (LC 4)
Max Uplift All uplift 100 (lb) or less at joint(s) 1 except 6=-107 (LC 9),
8=-108 (LC 8)
Max Grav All reactions 250 (lb) or less at joint(s) 1, 5 except 6=614 (LC16), 7=588 (LC 15), 8=616 (LC 15)
46 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-185/298, 4-5=-50/268
WEBS 3-7=-464/6, 2-8=-436/147, 4-6=-436/146
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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever leftand right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
3)Gable requires continuous bottom chord bearing.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members, with BCDL = 10.0psf.
6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 8=108, 6=106.
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 Roof
324532-A V10 1 1Valley Job Reference (optional)
Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Wed Jun 28 07:13:34 Page: 1
ID:8iLXV4Zw2tt6tCLUGm3snHz1r3o-oFOsTQ88iUuXDCPKXmeXYysMRQIxZvP3vOL?q3z1qAF
812
=3x4 =2x4 =2x4
=4x4
=2x4 =2x4 =2x4
=3x4
1 5
8 7 6
42
3
T1 T1
B1
ST2
ST1 ST1
0-5-3
13-4-7
6-3-1
12-11-4
6-8-4
6-8-4
13-4-74-5-120-0-44-2-0Scale = 1:28.4
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 0.25 Vert(LL)n/a -n/a 999 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.10 Vert(TL)n/a -n/a 999
BCLL 0.0*Rep Stress Incr YES WB 0.12 Horiz(TL)0.00 5 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 38 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x3 SPF No.2
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 13-4-7.
(lb) -Max Horiz 1=-79 (LC 4)
Max Uplift All uplift 100 (lb) or less at joint(s) 1, 6, 8
Max Grav All reactions 250 (lb) or less at joint(s) 1, 5 except 6=446 (LC22), 7=368 (LC 1), 8=446 (LC 21)
47 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 3-7=-287/10, 2-8=-367/127, 4-6=-367/126
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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
3)Gable requires continuous bottom chord bearing.
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 100 lb uplift at joint(s) 1, 8, 6.
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 Roof
324532-A V11 1 1Valley Job Reference (optional)
Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Wed Jun 28 07:13:34 Page: 1
ID:cuvviQaYpB?zUMwgqUa5KVz1r3n-oFOsTQ88iUuXDCPKXmeXYysO_QKzZzs3vOL?q3z1qAF
812
=3x4 =2x4
=4x4
=3x4
1 3
4
2
T1 T1
B1
ST1
0-5-3
9-4-7
4-3-1
8-11-4
4-8-4
4-8-4
9-4-73-1-120-0-42-10-0Scale = 1:23.7
Plate Offsets (X, Y):[2:0-2-0,0-2-8]
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 0.31 Vert(LL)n/a -n/a 999 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.30 Vert(TL)n/a -n/a 999
BCLL 0.0*Rep Stress Incr YES WB 0.17 Horiz(TL)0.00 3 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 24 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x3 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 9-4-7 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (lb/size)1=64/9-4-7, (min. 0-1-10), 3=64/9-4-7, (min. 0-1-10),4=903/9-4-7, (min. 0-1-10)
Max Horiz 1=55 (LC 7)
Max Uplift 1=-39 (LC 22), 3=-39 (LC 21), 4=-42 (LC 8)
Max Grav 1=125 (LC 21), 3=125 (LC 22), 4=903 (LC 1)
48 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-124/402, 2-3=-23/402
WEBS 2-4=-702/74
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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
3)Gable requires continuous bottom chord bearing.
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 39 lb uplift at joint 1, 39 lb uplift at joint 3 and 42 lb uplift at joint 4.
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 Roof
324532-A V12 1 1Valley Job Reference (optional)
Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Wed Jun 28 07:13:35 Page: 1
ID:cuvviQaYpB?zUMwgqUa5KVz1r3n-oFOsTQ88iUuXDCPKXmeXYysN2QHrZy33vOL?q3z1qAF
8 12
=3x4 =2x4
=4x4
=3x4
1 3
4
2
T1 T1
B1
ST1
0-5-3
5-4-7
2-3-1
4-11-4
2-8-4
2-8-4
5-4-71-9-120-0-41-6-0Scale = 1:19.2
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.09 Vert(LL)n/a -n/a 999 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.11 Vert(TL)n/a -n/a 999
BCLL 0.0*Rep Stress Incr YES WB 0.05 Horiz(TL)0.00 3 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 13 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x3 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-4-7 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (lb/size)1=76/5-4-7, (min. 0-1-8), 3=76/5-4-7, (min. 0-1-8), 4=439/5-4-7,
(min. 0-1-8)
Max Horiz 1=30 (LC 7)
Max Uplift 1=-3 (LC 8), 3=-8 (LC 9), 4=-16 (LC 8)
Max Grav 1=80 (LC 23), 3=98 (LC 22), 4=439 (LC 1)
49 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-4=-284/24
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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
3)Gable requires continuous bottom chord bearing.
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 3 lb uplift at joint 1, 8 lb uplift at joint 3 and 16 lb uplift at joint 4.
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 Roof
324532-A V13 1 1Valley Job Reference (optional)
Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Wed Jun 28 07:13:35 Page: 1
ID:44THvmbAaV7q6WVtOB5Ksiz1r3m-GRyEhm9mTn0OrM_W4T9m5APbEqf3IRBC824YNVz1qAE
812
=3x4 =2x4 =2x4
=2x4 =2x4
=3x4 =2x6
1
7 10 6
5
2
3
4
T1 W1
B1
ST2
ST1
13-5-4
13-5-48-11-120-0-4 8-11-12Scale = 1:42.2
Plate Offsets (X, Y):[1:0-2-11,Edge], [5:Edge,0-2-8]
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 0.46 Vert(LL)n/a -n/a 999 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.37 Vert(TL)n/a -n/a 999
BCLL 0.0*Rep Stress Incr YES WB 0.32 Horiz(TL)0.01 5 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 47 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x3 SPF No.2
OTHERS 2x3 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 4-5
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 13-5-4.
(lb) -Max Horiz 1=243 (LC 5)
Max Uplift All uplift 100 (lb) or less at joint(s) 1, 5, 6 except 7=-105 (LC 8)
Max Grav All reactions 250 (lb) or less at joint(s) 5 except 1=284 (LC 16),
6=529 (LC 15), 7=674 (LC 15)
50 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-418/204
BOT CHORD 1-7=-86/318
WEBS 3-6=-366/120, 2-7=-446/151
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever leftand right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2)Gable requires continuous bottom chord bearing.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members, with BCDL = 10.0psf.
5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 1, 6 except (jt=lb) 7=105.
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 Roof
324532-A V14B 1 1Valley Job Reference (optional)
Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Wed Jun 28 07:13:35 Page: 1
ID:44THvmbAaV7q6WVtOB5Ksiz1r3m-GRyEhm9mTn0OrM_W4T9m5APVSqb_IN_C824YNVz1qAE
812
=3x4 =2x4 =2x4
=2x4 =2x4
=2x4 =2x4
1
7 6
5
2
3
4
T1 W1
B1
ST2
ST1
11-5-4
11-5-47-7-120-0-4 7-7-12Scale = 1:37.7
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.33 Vert(LL)n/a -n/a 999 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.15 Vert(TL)n/a -n/a 999
BCLL 0.0*Rep Stress Incr YES WB 0.21 Horiz(TL)0.00 5 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 39 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x3 SPF No.2
OTHERS 2x3 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide.REACTIONS All bearings 11-5-4.
(lb) -Max Horiz 1=206 (LC 5)
Max Uplift All uplift 100 (lb) or less at joint(s) 1, 5, 6, 7
Max Grav All reactions 250 (lb) or less at joint(s) 1, 5 except 6=557 (LC
15), 7=468 (LC 15)
51 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-266/155
WEBS 3-6=-399/135, 2-7=-336/116
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever leftand right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2)Gable requires continuous bottom chord bearing.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members, with BCDL = 10.0psf.
5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 1, 6, 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 Roof
324532-A V15B 1 1Valley Job Reference (optional)
Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Wed Jun 28 07:13:36 Page: 1
ID:44THvmbAaV7q6WVtOB5Ksiz1r3m-keWcu69OE58FTWZjeBg?eNxiDE_f1ryLNiq5vxz1qAD
812
=3x4 =2x4 =2x4 =2x4
=2x4
1
5 8
4
2
3
T1 W1
B1
ST1
9-5-4
9-5-46-3-120-0-4 6-3-12Scale = 1:31.4
Plate Offsets (X, Y):[1:0-2-11,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL)n/a -n/a 999 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.36 Vert(TL)n/a -n/a 999
BCLL 0.0*Rep Stress Incr YES WB 0.15 Horiz(TL)0.01 4 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 30 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x3 SPF No.2
OTHERS 2x3 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (lb/size)1=241/9-5-4, (min. 0-1-12), 4=133/9-5-4, (min. 0-1-12),
5=652/9-5-4, (min. 0-1-12)
Max Horiz 1=168 (LC 5)
Max Uplift 4=-29 (LC 5), 5=-116 (LC 8)
Max Grav 1=255 (LC 16), 4=181 (LC 15), 5=722 (LC 15)
52 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-371/174
BOT CHORD 1-5=-59/302
WEBS 2-5=-483/153
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever leftand right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2)Gable requires continuous bottom chord bearing.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members, with BCDL = 10.0psf.
5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 29 lb uplift at joint 4 and 116 lb uplift at joint 5.
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 Roof
324532-A V16B 1 1Valley Job Reference (optional)
Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Wed Jun 28 07:13:36 Page: 1
ID:44THvmbAaV7q6WVtOB5Ksiz1r3m-keWcu69OE58FTWZjeBg?eNxh_ExN1stLNiq5vxz1qAD
812
=3x4 =2x4 =2x4
=2x4 =2x4
1
5
4
2
3
T1 W1
B1
ST1
7-5-4
7-5-44-11-120-0-4 4-11-12Scale = 1:27
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 0.27 Vert(LL)n/a -n/a 999 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.11 Vert(TL)n/a -n/a 999
BCLL 0.0*Rep Stress Incr YES WB 0.08 Horiz(TL)0.00 4 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 23 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x3 SPF No.2
OTHERS 2x3 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide.REACTIONS (lb/size)1=135/7-5-4, (min. 0-1-8), 4=167/7-5-4, (min. 0-1-8),
5=504/7-5-4, (min. 0-1-8)
Max Horiz 1=131 (LC 5)
Max Uplift 1=-1 (LC 4), 4=-23 (LC 5), 5=-88 (LC 8)
Max Grav 1=144 (LC 16), 4=167 (LC 1), 5=504 (LC 1)
53 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-5=-393/136
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2)Gable requires continuous bottom chord bearing.
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 23 lb uplift at joint 4, 1 lb uplift at joint 1 and 88 lb uplift at joint 5.
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 Roof
324532-A V17B 1 1Valley Job Reference (optional)
Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Wed Jun 28 07:13:36 Page: 1
ID:YH1g76cpLoFhkg43yvcZPwz1r3l-keWcu69OE58FTWZjeBg?eNxj9E?I1t_LNiq5vxz1qAD
812
=3x4 =2x4 =2x4
1 3
2
T1 W1
B1
5-5-4
5-5-43-7-120-0-4 3-7-12Scale = 1:22.9
Plate Offsets (X, Y):[1:0-2-15,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.49 Vert(LL)n/a -n/a 999 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.48 Vert(TL)n/a -n/a 999
BCLL 0.0*Rep Stress Incr YES WB 0.00 Horiz(TL)0.01 3 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 15 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x3 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-5-4 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)1=293/5-5-4, (min. 0-1-8), 3=293/5-5-4, (min. 0-1-8)
Max Horiz 1=94 (LC 5)
Max Uplift 1=-6 (LC 8), 3=-38 (LC 8)
54 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-417/96
BOT CHORD 1-3=-45/342
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2)Gable requires continuous bottom chord bearing.
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 38 lb uplift at joint 3 and 6 lb uplift at joint 1.
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 Roof
324532-A V18B 1 1Valley Job Reference (optional)
Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Wed Jun 28 07:13:37 Page: 1
ID:YH1g76cpLoFhkg43yvcZPwz1r3l-Cq3_6SA0?PG64f8vCuBEAbUrTdFlmLSVbMZfROz1qAC
812
=3x4 =2x4 =2x4
1 3
2
T1 W1
B1
3-5-4
3-5-42-3-120-0-4 2-3-12Scale = 1:18.3
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)n/a -n/a 999 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.19 Vert(TL)n/a -n/a 999
BCLL 0.0*Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 9 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x3 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-5-4 oc purlins,except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS (lb/size)1=183/3-5-4, (min. 0-1-8), 3=183/3-5-4, (min. 0-1-8)
Max Horiz 1=56 (LC 5)
Max Uplift 1=-4 (LC 8), 3=-23 (LC 8)
55 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2)Gable requires continuous bottom chord bearing.
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 23 lb uplift at joint 3 and 4 lb uplift at joint 1.6)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 Roof
324532-A V19B 1 1Valley Job Reference (optional)
Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Wed Jun 28 07:13:37 Page: 1
ID:YH1g76cpLoFhkg43yvcZPwz1r3l-Cq3_6SA0?PG64f8vCuBEAbUwedKHmLSVbMZfROz1qAC
812
=3x4 =4x4
=2x4 =3x4
1 3
4
2
T1 T1
B1
ST1
0-5-3
9-10-7
4-6-1
9-5-4
4-11-4
4-11-4
9-10-73-3-120-0-43-0-0Scale = 1:24.2
Plate Offsets (X, Y):[2:0-1-4,0-2-0]
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 0.35 Vert(LL)n/a -n/a 999 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.33 Vert(TL)n/a -n/a 999
BCLL 0.0*Rep Stress Incr YES WB 0.20 Horiz(TL)0.01 3 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 26 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x3 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 9-10-7 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (lb/size)1=57/9-10-7, (min. 0-1-11), 3=57/9-10-7, (min. 0-1-11),4=972/9-10-7, (min. 0-1-11)
Max Horiz 1=-58 (LC 6)
Max Uplift 1=-48 (LC 22), 3=-48 (LC 21), 4=-47 (LC 8)
Max Grav 1=124 (LC 21), 3=124 (LC 22), 4=972 (LC 1)
56 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-121/443, 2-3=-27/443
BOT CHORD 1-4=-278/100, 3-4=-278/67
WEBS 2-4=-764/82
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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever leftand right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
3)Gable requires continuous bottom chord bearing.
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 48 lb uplift at joint 1, 48 lb uplift at joint 3 and 47 lb uplift at joint 4.
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 Roof
324532-A V20 1 1Valley Job Reference (optional)
Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Wed Jun 28 07:13:38 Page: 1
ID:0Tb2KScR66NYLpfFVc8oy7z1r3k-Cq3_6SA0?PG64f8vCuBEAbUtgdH4mIKVbMZfROz1qAC
8 12
=3x4
=4x4
=2x4 =3x4
1 3
4
2
T1 T1
B1
ST1
0-5-3
5-10-7
2-6-1
5-5-4
2-11-4
2-11-4
5-10-71-11-120-0-41-8-0Scale = 1:19.7
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 0.11 Vert(LL)n/a -n/a 999 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.13 Vert(TL)n/a -n/a 999
BCLL 0.0*Rep Stress Incr YES WB 0.06 Horiz(TL)0.00 3 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 15 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x3 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-10-7 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (lb/size)1=76/5-10-7, (min. 0-1-8), 3=76/5-10-7, (min. 0-1-8),
4=494/5-10-7, (min. 0-1-8)
Max Horiz 1=-33 (LC 4)
Max Uplift 1=-2 (LC 8), 3=-8 (LC 9), 4=-19 (LC 8)
Max Grav 1=103 (LC 21), 3=103 (LC 22), 4=494 (LC 1)
57 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-4=-331/30
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=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
3)Gable requires continuous bottom chord bearing.
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 2 lb uplift at joint 1, 8 lb uplift at joint 3 and 19 lb uplift at joint 4.
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 Roof
324532-A V21 1 1Valley Job Reference (optional)
Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Wed Jun 28 07:13:38 Page: 1
ID:0Tb2KScR66NYLpfFVc8oy7z1r3k-g0dNJoBfmiOzipj5mciTjo16A1gSVoneq?JCzqz1qAB
812
=3x4 =2x4 =2x4
=2x4 =2x4
=2x4 =2x4
=3x4 =2x6
1
9 8 7
6
2
3
4
5
T1 W1
B1
ST3
ST2
ST1
15-10-4
15-10-410-7-10-0-4 10-7-1Scale = 1:47.6
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 0.36 Vert(LL)n/a -n/a 999 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.16 Vert(TL)n/a -n/a 999
BCLL 0.0*Rep Stress Incr YES WB 0.55 Horiz(TL)0.00 6 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 62 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
OTHERS 2x3 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 5-6
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 15-10-4.
(lb) -Max Horiz 1=287 (LC 5)
Max Uplift All uplift 100 (lb) or less at joint(s) 1, 6, 7, 8, 9
Max Grav All reactions 250 (lb) or less at joint(s) 1, 6 except 7=584 (LC
15), 8=485 (LC 15), 9=517 (LC 15)
58 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-335/198
WEBS 4-7=-390/118, 3-8=-352/139, 2-9=-366/117
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever leftand right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2)Gable requires continuous bottom chord bearing.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members, with BCDL = 10.0psf.
5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 1, 7, 8, 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 Roof
324532-A V22F 1 1Valley Job Reference (optional)
Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Wed Jun 28 07:13:38 Page: 1
ID:0Tb2KScR66NYLpfFVc8oy7z1r3k-g0dNJoBfmiOzipj5mciTjo12F1g_Vg6eq?JCzqz1qAB
812
=3x4
=2x4 =2x4
=2x4 =2x4
=2x4 =2x4
=3x4 =2x6
1
9 812 7
6
2
3
4
5
T1 W1
B1
ST3
ST2
ST1
13-10-4
13-10-49-3-10-0-4 9-3-1Scale = 1:45.3
Plate Offsets (X, Y):[5:Edge,0-1-4], [6:Edge,0-2-8]
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 0.50 Vert(LL)n/a -n/a 999 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.17 Vert(TL)n/a -n/a 999
BCLL 0.0*Rep Stress Incr YES WB 0.38 Horiz(TL)0.00 6 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 49 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x3 SPF No.2
OTHERS 2x3 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 5-6
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 13-10-4.
(lb) -Max Horiz 1=251 (LC 5)
Max Uplift All uplift 100 (lb) or less at joint(s) 1, 6, 7, 8, 9
Max Grav All reactions 250 (lb) or less at joint(s) 1, 6 except 7=588 (LC
15), 8=503 (LC 15), 9=390 (LC 15)
59 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 4-7=-393/123, 3-8=-361/139, 2-9=-325/108
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever leftand right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2)Gable requires continuous bottom chord bearing.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members, with BCDL = 10.0psf.
5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 1, 7, 8, 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 Roof
324532-A V23F 1 1Valley Job Reference (optional)
Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Wed Jun 28 07:13:39 Page: 1
ID:0Tb2KScR66NYLpfFVc8oy7z1r3k-9DBlX8CHW0WqKzIHJJEiF?ZBpR02EA1o3f2mWGz1qAA
812
=3x4 =2x4 =2x4
=2x4 =2x4
=2x4 =2x4
1
7 6
5
2
3
4
T1 W1
B1
ST2
ST1
11-10-4
11-10-47-11-10-0-4 7-11-1Scale = 1:38.6
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 0.35 Vert(LL)n/a -n/a 999 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.17 Vert(TL)n/a -n/a 999
BCLL 0.0*Rep Stress Incr YES WB 0.24 Horiz(TL)0.00 5 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 41 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x3 SPF No.2
OTHERS 2x3 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 4-5
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 11-10-4.
(lb) -Max Horiz 1=213 (LC 5)
Max Uplift All uplift 100 (lb) or less at joint(s) 1, 5, 6, 7
Max Grav All reactions 250 (lb) or less at joint(s) 1, 5 except 6=548 (LC
15), 7=503 (LC 15)
60 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-301/164
WEBS 3-6=-394/133, 2-7=-355/122
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever leftand right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2)Gable requires continuous bottom chord bearing.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members, with BCDL = 10.0psf.
5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 1, 6, 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 Roof
324532-A V24F 1 1Valley Job Reference (optional)
Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Wed Jun 28 07:13:39 Page: 1
ID:Uf9QYod3tQVOzzES3Jf1ULz1r3j-9DBlX8CHW0WqKzIHJJEiF?ZDAR02ECDo3f2mWGz1qAA
812
=3x4 =2x4 =2x4
=2x4 =2x4
=2x4 =2x4
1
7 6 10
5
2
3
4
T1 W1
B1
ST2
ST1
9-10-4
9-10-46-7-10-0-4 6-7-1Scale = 1:32.3
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 0.28 Vert(LL)n/a -n/a 999 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.15 Vert(TL)n/a -n/a 999
BCLL 0.0*Rep Stress Incr YES WB 0.14 Horiz(TL)0.00 5 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 32 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x3 SPF No.2
OTHERS 2x3 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide.REACTIONS All bearings 9-10-4.
(lb) -Max Horiz 1=176 (LC 5)
Max Uplift All uplift 100 (lb) or less at joint(s) 1, 5, 6, 7
Max Grav All reactions 250 (lb) or less at joint(s) 1, 5 except 6=569 (LC
15), 7=370 (LC 15)
61 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 3-6=-406/139, 2-7=-306/114
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2)Gable requires continuous bottom chord bearing.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members, with BCDL = 10.0psf.
5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 1, 6, 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 Roof
324532-A V25F 1 1Valley Job Reference (optional)
Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Wed Jun 28 07:13:39 Page: 1
ID:Uf9QYod3tQVOzzES3Jf1ULz1r3j-9DBlX8CHW0WqKzIHJJEiF?ZEFR0MEDmo3f2mWGz1qAA
812
=3x4 =2x4 =2x4
=2x4 =2x4
1
5
4
2
3
T1 W1
B1
ST1
7-10-4
7-10-45-3-10-0-4 5-3-1Scale = 1:28
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 0.29 Vert(LL)n/a -n/a 999 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.14 Vert(TL)n/a -n/a 999
BCLL 0.0*Rep Stress Incr YES WB 0.08 Horiz(TL)0.00 4 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 25 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x3 SPF No.2
OTHERS 2x3 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide.REACTIONS (lb/size)1=159/7-10-4, (min. 0-1-8), 4=162/7-10-4, (min. 0-1-8),
5=531/7-10-4, (min. 0-1-8)
Max Horiz 1=139 (LC 5)
Max Uplift 4=-24 (LC 5), 5=-93 (LC 8)
Max Grav 1=165 (LC 16), 4=162 (LC 1), 5=531 (LC 1)
62 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-5=-408/140
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2)Gable requires continuous bottom chord bearing.
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 24 lb uplift at joint 4 and 93 lb uplift at joint 5.
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 Roof
324532-A V26F 1 1Valley Job Reference (optional)
Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Wed Jun 28 07:13:40 Page: 1
ID:Uf9QYod3tQVOzzES3Jf1ULz1r3j-dPl7kUDvHKehx7sUt1lxoD6PsrMlzhzxIJoJ2jz1qA9
812
=3x4 =2x4 =2x4
=2x4 =2x4
=2x4 =2x4
=3x4 =2x6
1
9 12 8 7
6
2
3
4
5
T1 W1
B1
ST3
ST2
ST1
16-6-0
16-6-011-0-40-0-4 11-0-4Scale = 1:49.1
Plate Offsets (X, Y):[1:0-3-7,Edge], [5:0-3-0,0-0-12]
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 0.39 Vert(LL)n/a -n/a 999 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.24 Vert(TL)n/a -n/a 999
BCLL 0.0*Rep Stress Incr YES WB 0.62 Horiz(TL)0.00 6 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 65 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
OTHERS 2x3 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 5-6
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 16-6-0.
(lb) -Max Horiz 1=299 (LC 5)
Max Uplift All uplift 100 (lb) or less at joint(s) 1, 6, 7, 8, 9
Max Grav All reactions 250 (lb) or less at joint(s) 6 except 1=261 (LC 16),
7=586 (LC 15), 8=495 (LC 15), 9=584 (LC 15)
63 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-384/213
BOT CHORD 1-9=-106/262
WEBS 4-7=-392/116, 3-8=-342/137, 2-9=-400/128
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever leftand right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2)Gable requires continuous bottom chord bearing.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members, with BCDL = 10.0psf.
5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 1, 7, 8, 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 Roof
324532-A V27B 1 1Valley Job Reference (optional)
Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Wed Jun 28 07:13:40 Page: 1
ID:Uf9QYod3tQVOzzES3Jf1ULz1r3j-dPl7kUDvHKehx7sUt1lxoD6NIrLCzZWxIJoJ2jz1qA9
812
=3x4 =2x4 =2x4
=2x4 =2x4
=2x4 =2x4
=2x4
=2x4
1
9 8 7
6
2
3
4
5
T1 W1
B1
ST3
ST2
ST1
14-6-0
14-6-09-8-40-0-4 9-8-4Scale = 1:44.6
Plate Offsets (X, Y):[5:0-3-0,0-0-5]
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 0.29 Vert(LL)n/a -n/a 999 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.16 Vert(TL)n/a -n/a 999
BCLL 0.0*Rep Stress Incr YES WB 0.42 Horiz(TL)0.00 6 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 55 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
OTHERS 2x3 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 5-6
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 14-6-0.
(lb) -Max Horiz 1=262 (LC 5)
Max Uplift All uplift 100 (lb) or less at joint(s) 1, 6, 7, 8, 9
Max Grav All reactions 250 (lb) or less at joint(s) 1, 6 except 7=578 (LC
15), 8=508 (LC 15), 9=418 (LC 15)
64 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 4-7=-386/122, 3-8=-363/140, 2-9=-320/104
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever leftand right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2)All plates are 2x4 MT20 unless otherwise indicated.
3)Gable requires continuous bottom chord bearing.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members, with BCDL = 10.0psf.
6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 1, 7, 8, 9.
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 Roof
324532-A V28B 1 1Valley Job Reference (optional)
Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Wed Jun 28 07:13:41 Page: 1
ID:ysiol7ehejdFb7ped1AG1Yz1r3i-dPl7kUDvHKehx7sUt1lxoD6PsrMSzcfxIJoJ2jz1qA9
812
=3x4 =2x4 =2x4
=2x4 =2x4
=3x4 =2x4
1
7 10 6
5
2
3
4
T1 W1
B1
ST2
ST1
12-6-0
12-6-08-4-40-0-4 8-4-4Scale = 1:40.1
Plate Offsets (X, Y):[1:0-3-7,Edge], [5:Edge,0-2-8]
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 0.39 Vert(LL)n/a -n/a 999 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.25 Vert(TL)n/a -n/a 999
BCLL 0.0*Rep Stress Incr YES WB 0.27 Horiz(TL)0.00 5 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 43 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x3 SPF No.2
OTHERS 2x3 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 4-5
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 12-6-0.
(lb) -Max Horiz 1=225 (LC 5)
Max Uplift All uplift 100 (lb) or less at joint(s) 1, 5, 6, 7
Max Grav All reactions 250 (lb) or less at joint(s) 1, 5 except 6=558 (LC
15), 7=571 (LC 15)
65 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-349/179
BOT CHORD 1-7=-79/255
WEBS 3-6=-385/128, 2-7=-389/132
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever leftand right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2)Gable requires continuous bottom chord bearing.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members, with BCDL = 10.0psf.
5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 1, 6, 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 Roof
324532-A V29B 1 1Valley Job Reference (optional)
Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Wed Jun 28 07:13:41 Page: 1
ID:ysiol7ehejdFb7ped1AG1Yz1r3i-5bJVxpDX2dmXZHRgRkGALQfY2FhGi5E5WzXsa9z1qA8
812
=3x4 =2x4 =2x4
=2x4 =2x4
=2x4 =2x4
1
7 6
5
2
3
4
T1 W1
B1
ST2
ST1
10-6-0
10-6-07-0-40-0-4 7-0-4Scale = 1:35.6
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 0.28 Vert(LL)n/a -n/a 999 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.15 Vert(TL)n/a -n/a 999
BCLL 0.0*Rep Stress Incr YES WB 0.17 Horiz(TL)0.00 5 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 35 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x3 SPF No.2
OTHERS 2x3 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide.REACTIONS All bearings 10-6-0.
(lb) -Max Horiz 1=188 (LC 5)
Max Uplift All uplift 100 (lb) or less at joint(s) 1, 5, 6, 7
Max Grav All reactions 250 (lb) or less at joint(s) 1, 5 except 6=570 (LC
15), 7=402 (LC 15)
66 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 3-6=-405/138, 2-7=-305/108
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2)Gable requires continuous bottom chord bearing.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members, with BCDL = 10.0psf.
5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 1, 6, 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 Roof
324532-A V30B 1 1Valley Job Reference (optional)
Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Wed Jun 28 07:13:41 Page: 1
ID:Q2GAzTfJP1l6CHOqBkhVZmz1r3h-5bJVxpDX2dmXZHRgRkGALQfalFiqi7o5WzXsa9z1qA8
812
=3x4 =2x4 =2x4
=2x4 =2x4
1
5 8
4
2
3
T1 W1
B1
ST1
8-6-0
8-6-05-8-40-0-4 5-8-4Scale = 1:29.4
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 0.33 Vert(LL)n/a -n/a 999 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.22 Vert(TL)n/a -n/a 999
BCLL 0.0*Rep Stress Incr YES WB 0.10 Horiz(TL)0.00 4 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 27 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x3 SPF No.2
OTHERS 2x3 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide.REACTIONS (lb/size)1=193/8-6-0, (min. 0-1-9), 4=152/8-6-0, (min. 0-1-9),
5=578/8-6-0, (min. 0-1-9)
Max Horiz 1=151 (LC 5)
Max Uplift 4=-26 (LC 5), 5=-102 (LC 8)
Max Grav 1=207 (LC 16), 4=196 (LC 15), 5=632 (LC 15)
67 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-299/154
WEBS 2-5=-436/148
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever leftand right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2)Gable requires continuous bottom chord bearing.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members, with BCDL = 10.0psf.
5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 26 lb uplift at joint 4 and 102 lb uplift at joint 5.
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 Roof
324532-A V31B 1 1Valley Job Reference (optional)
Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Wed Jun 28 07:13:42 Page: 1
ID:Q2GAzTfJP1l6CHOqBkhVZmz1r3h-Zntt99E9pxuOBR0s?RnPteBkie0_Rb8EldHQ6bz1qA7
812
=3x4 =2x4 =2x4
1 3
2
T1 W1
B1
4-4-0
4-4-02-10-140-0-4 2-10-14Scale = 1:20.6
Plate Offsets (X, Y):[1:0-3-11,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.28 Vert(LL)n/a -n/a 999 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.30 Vert(TL)n/a -n/a 999
BCLL 0.0*Rep Stress Incr YES WB 0.00 Horiz(TL)0.01 3 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 12 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x3 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-4-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)1=232/4-4-0, (min. 0-1-8), 3=232/4-4-0, (min. 0-1-8)
Max Horiz 1=73 (LC 5)
Max Uplift 1=-5 (LC 8), 3=-30 (LC 8)
68 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-324/75
BOT CHORD 1-3=-35/262
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2)Gable requires continuous bottom chord bearing.
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 30 lb uplift at joint 3 and 5 lb uplift at joint 1.
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 Roof
324532-A V32F 1 1Valley Job Reference (optional)
Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Wed Jun 28 07:13:42 Page: 1
ID:Q2GAzTfJP1l6CHOqBkhVZmz1r3h-Zntt99E9pxuOBR0s?RnPteBlUe?jRciEldHQ6bz1qA7
8 12
=3x4 =2x4 =2x4
1 3
2
T1 W1
B1
0-5-3
0-5-3
2-0-1
2-5-4
2-5-41-7-12Scale = 1:18.1
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 0.06 Vert(LL)n/a -n/a 999 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.09 Vert(TL)n/a -n/a 999
BCLL 0.0*Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 6 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x3 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-5-4 oc purlins,except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS (lb/size)1=128/2-5-4, (min. 0-1-8), 3=128/2-5-4, (min. 0-1-8)
Max Horiz 1=38 (LC 5)
Max Uplift 1=-3 (LC 8), 3=-16 (LC 8)
69 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2)Gable requires continuous bottom chord bearing.
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 16 lb uplift at joint 3 and 3 lb uplift at joint 1.6)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 Roof
324532-A V33F 1 1Valley Job Reference (optional)
Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Wed Jun 28 07:13:43 Page: 1
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