HomeMy WebLinkAboutTRUSS - 19-00236 - 19-00236 - 1138 Franklin Dr - New SFR6
12
5x6
=6x8 1.5x4
=12x12=4x8 =8x123x6=4x5
3x4
1.5x4
=5x8 3x6
=6x8
Special
HJC28 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26
1
2
14 13 12 16 17 11 18 19 10 20 21
9
3
4
6 15 7 85
T3
B1 B2
1-6-11
-1-6-11
4-2-4
9-3-0
4-2-4
13-5-5
4-11-1
23-3-7
4-11-1
18-4-6
5-0-12
5-0-12
5-2-9
28-6-0
4-0-8
13-3-9
4-2-4
9-3-0
4-11-1
23-3-7
5-0-13
18-4-6
5-0-12
5-0-12
5-2-9
28-6-0
0-4-3
0-1-15
Scale = 1:55.4
Plate Offsets (X, Y): [2:0-4-0,0-1-15], [3:0-3-0,0-3-0], [5:0-4-2,Edge], [12:0-6-0,0-6-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.62 Vert(LL) -0.14 12-13 >999 360 MT20 220/195
Snow (Pf) 35.0 Lumber DOL 1.15 BC 0.31 Vert(CT) -0.18 12-13 >999 240
TCDL 7.0 Rep Stress Incr NO WB 0.95 Horz(CT) 0.04 9 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL) 0.10 11-12 >999 240
BCDL 7.0 Weight: 418 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x8 DF 1950F 1.7E or 2x8 DF SS
WEBS 2x4 DF Stud/Std *Except* W6,W8:2x4 DF 1800F 1.6E or 2x4 DF
No.1&Btr or 2x4 DF-N 1800F 1.6E
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-2-3 oc purlins,
except end verticals, and 0-0-0 oc purlins (6-0-0 max.): 5-8. Except:
6-0-0 oc bracing: 5-8
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.REACTIONS (lb/size) 2=3273/0-5-8, (min. 0-2-1), 9=4210/0-5-8, (min. 0-2-9)
Max Horiz 2=297 (LC 12)
Max Uplift 2=-1173 (LC 12), 9=-1879 (LC 9)
Max Grav 2=3839 (LC 32), 9=4754 (LC 31)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-6975/2291, 3-4=-6443/2320, 4-5=-5735/2290, 5-6=-4836/1931, 6-15=-4829/1928, 7-15=-4829/1928, 8-9=-322/72
BOT CHORD 2-14=-2254/6086, 13-14=-2257/6092, 12-13=-2192/5643, 12-16=-2057/5093, 16-17=-2057/5093, 11-17=-2057/5093,
11-18=-1248/3152, 18-19=-1248/3152, 10-19=-1248/3152, 10-20=-1248/3152, 20-21=-1248/3152, 9-21=-1248/3152
WEBS 3-13=-575/207, 4-13=-60/428, 4-12=-917/250, 5-12=-1068/2876, 5-11=-1125/330, 6-11=-828/192, 7-11=-1125/2767,
7-10=-514/990, 7-9=-5067/2010
NOTES
1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc.
Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-4-0 oc.
Web connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to
distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
5) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully
Exp.; Ct=1.00
6) Unbalanced snow loads have been considered for this design.
7) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads.
8) Provide adequate drainage to prevent water ponding.
9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1879 lb uplift at joint 9 and 1173 lb uplift at joint 2.
12) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
14) Use USP HJC28 (N1) or equivalent at 13-5-11 from the left end to connect truss(es) J1 (1 ply 2x4 DF or DF-N), HA1 (1 ply 2x4 DF or DF-N) to front face of bottom chord.
15) Use Simpson Strong-Tie HUS26 (With 1-10d nails into Girder & 1-10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 15-6-1 from the left end to 27-6-1 to
connect truss(es) J1 (1 ply 2x4 DF or DF-N) to front face of bottom chord.
16) Fill all nail holes where hanger is in contact with lumber.
17) WARNING: The following hangers are manually applied but fail due to geometric considerations: HJC28 on front face at 13-5-11 from the left end.
Job Truss Truss Type Qty Ply
19-032464T A01 Half Hip Girder 1 2 Job Reference (optional)
Run: 8.22 S Jul 21 2018 Print: 8.220 S Jul 21 2018 MiTek Industries, Inc. Fri Mar 08 16:13:55 Page: 1
ID:ezrwagvKMZZEQ?iV96Ki8Szd_C_-9sAZj0TwEWjgLtYAUc53rS8oHfjE6MkJM?NdQyzcw5A
Continued on page 2
18) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 253 lb down and 160 lb up at 13-5-5 on top chord. The design/selection of
such connection device(s) is the responsibility of others.
LOAD CASE(S)Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-5=-84, 5-8=-84, 2-9=-14
Concentrated Loads (lb)
Vert: 5=-155 (F), 12=-1965 (F), 10=-350 (F), 16=-350 (F), 17=-350 (F), 18=-350 (F), 19=-350 (F), 20=-350 (F), 21=-351 (F)
Job Truss Truss Type Qty Ply
19-032464T A01 Half Hip Girder 1 2 Job Reference (optional)
Run: 8.22 S Jul 21 2018 Print: 8.220 S Jul 21 2018 MiTek Industries, Inc. Fri Mar 08 16:13:55 Page: 2
ID:ezrwagvKMZZEQ?iV96Ki8Szd_C_-9sAZj0TwEWjgLtYAUc53rS8oHfjE6MkJM?NdQyzcw5A
6
12
=5x6 2x4
=3x6=5x6 =5x8
5x8
3x6
=5x8
=4x8
1.5x4
1
10 9 14 8 15
7
11
2
12 3
5 13 64
T3
B1 B3B2
5-0-0
10-7-5
6-1-2
22-10-7
5-7-5
5-7-5
6-2-0
16-9-5
5-7-9
28-6-0
5-7-9
28-6-0
6-2-14
22-10-7
6-8-10
16-7-9
9-10-15
9-10-15
0-4-3
0-1-15
Scale = 1:58.9
Plate Offsets (X, Y): [1:0-1-11,Edge], [2:0-4-0,0-3-0], [9:0-4-0,0-3-0], [10:0-4-0,0-3-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.86 Vert(LL) -0.21 1-10 >999 360 MT20 220/195
Snow (Pf) 35.0 Lumber DOL 1.15 BC 0.68 Vert(CT) -0.36 1-10 >927 240
TCDL 7.0 Rep Stress Incr YES WB 0.58 Horz(CT) 0.08 7 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL) 0.08 1-10 >999 240
BCDL 7.0 Weight: 163 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
*Except* W1,W2:2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins,
except end verticals, and 0-0-0 oc purlins (5-0-13 max.): 4-6.
Except:
6-0-0 oc bracing: 4-6
BOT CHORD Rigid ceiling directly applied or 8-1-10 oc bracing.
WEBS 1 Row at midpt 6-7, 3-9, 5-7
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 1=1378/0-5-8, (min. 0-2-2), 7=1378/0-5-8, (min. 0-1-13)
Max Horiz 1=339 (LC 12)
Max Uplift 1=-245 (LC 12), 7=-291 (LC 9)
Max Grav 1=1975 (LC 31), 7=1727 (LC 30)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-11=-3598/423, 2-11=-3577/444, 2-12=-2897/360, 3-12=-2594/363, 3-4=-1739/249, 4-5=-1363/270, 6-7=-315/69
BOT CHORD 1-10=-665/3050, 9-10=-485/2363, 9-14=-160/922, 8-14=-160/922, 8-15=-160/922, 7-15=-160/922
WEBS 2-10=-719/207, 3-10=-47/555, 3-9=-1340/292, 5-9=-213/1018, 5-7=-1650/286, 5-8=0/301
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully
Exp.; Ct=1.00
4) Unbalanced snow loads have been considered for this design.
5) Provide adequate drainage to prevent water ponding.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members, with BCDL = 7.0psf.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 291 lb uplift at joint 7 and 245 lb uplift at joint 1.
9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
10) 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
19-032464T A02 Half Hip 1 1 Job Reference (optional)
Run: 8.22 S Jul 21 2018 Print: 8.220 S Jul 21 2018 MiTek Industries, Inc. Fri Mar 08 16:13:55 Page: 1
ID:HEUi43uZAKRMO0gGw_kGDczczYi-9sAZj0TwEWjgLtYAUc53rS8kcfdO6RcJM?NdQyzcw5A
6
12
=5x6 1.5x4
=3x6=4x8 =5x8
7x10
3x6
=6x8
=4x5
1
9 12 13 8 14 15
7
10
2
3
11
5 64
T3
B1 B3B2
4-0-10
24-1-14
6-6-4
13-7-0
6-6-4
20-1-5
7-0-12
7-0-12
4-4-2
28-6-0
8-6-728-6-09-9-39-9-3 10-2-619-11-9
0-4-3 0-6-0
0-1-15
Scale = 1:65.2
Plate Offsets (X, Y): [1:Edge,0-0-4], [8:0-4-0,0-3-4], [9:0-4-0,0-3-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.82 Vert(LL) -0.29 8-9 >999 360 MT20 220/195
Snow (Pf) 35.0 Lumber DOL 1.15 BC 0.73 Vert(CT) -0.40 8-9 >846 240
TCDL 7.0 Rep Stress Incr YES WB 0.61 Horz(CT) 0.08 7 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL) 0.13 1-9 >999 240
BCDL 7.0 Weight: 164 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
*Except* W1:2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins,
except end verticals, and 0-0-0 oc purlins (6-0-0 max.): 4-6. Except:
6-0-0 oc bracing: 4-6
BOT CHORD Rigid ceiling directly applied or 7-9-12 oc bracing.
WEBS 1 Row at midpt 6-7, 3-8, 4-8, 5-7
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 1=1386/ Mechanical, (min. 0-1-8), 7=1386/0-5-8, (min. 0-1-9)
Max Horiz 1=407 (LC 12)
Max Uplift 1=-247 (LC 12), 7=-287 (LC 12)
Max Grav 1=1916 (LC 31), 7=1488 (LC 30)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-10=-3654/410, 2-10=-3501/424, 2-3=-3137/397, 3-11=-1462/168, 4-11=-1222/190, 4-5=-1098/218, 6-7=-253/56
BOT CHORD 1-9=-704/3145, 9-12=-465/2142, 12-13=-465/2142, 8-13=-465/2142, 8-14=-120/576, 14-15=-120/576, 7-15=-120/576
WEBS 2-9=-859/267, 3-9=-154/972, 3-8=-1533/365, 5-8=-248/1336, 5-7=-1469/311
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully
Exp.; Ct=1.00
4) Unbalanced snow loads have been considered for this design.
5) Provide adequate drainage to prevent water ponding.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members, with BCDL = 7.0psf.
8) Refer to girder(s) for truss to truss connections.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 287 lb uplift at joint 7 and 247 lb uplift at joint 1.
10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
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
19-032464T A03 Half Hip 1 1 Job Reference (optional)
Run: 8.22 S Jul 21 2018 Print: 8.220 S Jul 21 2018 MiTek Industries, Inc. Fri Mar 08 16:13:55 Page: 1
ID:kCdc2dsQ0n?XZvSfasZRDYzcyqF-9sAZj0TwEWjgLtYAUc53rS8lCfch6R3JM?NdQyzcw5A
6
12
12
12
3x4
=7x10 =5x8
=5x6 2x4
=3x6
=MT20HS 10x12
6x8
=4x12
1.5x4
7x10
4x5
=6x8
=4x5
10 18 19
9
171611
14
13 12
21
3
4
15
5
6 7 8
T1
T3
B1
B3 B4
1-3-8
10-1-4
3-5-2
8-9-12
4-6-9
23-7-15
4-5-3
14-6-7
4-6-15
19-1-7
5-4-10
5-4-10
4-10-1
28-6-0
1-0-0
9-11-8
3-8-10
8-11-8
5-2-14
5-2-14
9-2-13
28-6-0
9-3-11
19-3-3
1-0-0
Scale = 1:63.3
Plate Offsets (X, Y): [6:0-3-0,0-2-0], [10:0-4-0,Edge], [11:0-4-8,0-1-4], [13:0-3-8,0-2-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.99 Vert(LL) -0.33 12-13 >999 360 MT20 220/195
Snow (Pf) 35.0 Lumber DOL 1.15 BC 0.71 Vert(CT) -0.46 10-11 >731 240 MT20HS 165/146
TCDL 7.0 Rep Stress Incr YES WB 0.64 Horz(CT) 0.09 9 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL) 0.13 12-13 >999 240
BCDL 7.0 Weight: 188 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
*Except* W1,W3,W4,W6:2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-0-8 oc purlins,
except end verticals, and 0-0-0 oc purlins (2-2-5 max.): 1-2, 6-8.
Except:
2-2-0 oc bracing: 1-2
6-0-0 oc bracing: 6-8
BOT CHORD Rigid ceiling directly applied or 7-2-0 oc bracing.
WEBS 1 Row at midpt 8-9, 4-11, 5-10, 7-9
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 9=1382/0-5-8, (min. 0-1-12), 14=1382/ Mechanical, (min. 0-1-8)
Max Horiz 14=280 (LC 12)
Max Uplift 9=-268 (LC 9), 14=-260 (LC 12)
Max Grav 9=1617 (LC 34), 14=1576 (LC 35)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-14=-1515/275, 1-2=-4215/577, 2-3=-3701/469, 3-4=-3642/508, 4-15=-2853/388, 5-15=-2589/398, 5-6=-1396/194,
6-7=-1093/207, 8-9=-281/61
BOT CHORD 13-14=-304/152, 12-13=-878/4331, 11-12=-628/3020, 11-16=-375/1802, 16-17=-375/1802, 10-17=-376/1802,
10-18=-124/634, 18-19=-124/634, 9-19=-124/634
WEBS 1-13=-585/4373, 2-13=-1387/240, 2-12=-1225/247, 3-12=-324/76, 4-12=-609/2929, 4-11=-2822/629, 5-11=-219/1193,
5-10=-1312/311, 7-10=-199/1171, 7-9=-1427/285
NOTES
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully
Exp.; Ct=1.00
3) Unbalanced snow loads have been considered for this design.
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 and
any other members, with BCDL = 7.0psf.
8) Refer to girder(s) for truss to truss connections.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 260 lb uplift at joint 14 and 268 lb uplift at joint 9.
10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
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
19-032464T A04 Hip 1 1 Job Reference (optional)
Run: 8.22 S Jul 21 2018 Print: 8.220 S Jul 21 2018 MiTek Industries, Inc. Fri Mar 08 16:13:56 Page: 1
ID:dEOZSp7b4EeYb8ZhJmSNZ_zcypw-d2kyxLUY?prXz17M2KcIOghtF3yBruySaf6AyOzcw59
6
12
12
12
=4x5
2x4 =5x6
=5x6 2x4
=3x66x8
=5x6
=8x12
6x8
3x6
=6x8
=4x5
10 18 19
9
171611
13
12
31 2
4
14 15 5
6 7 8
T1
T3
B1
B3 B4
1-4-10
10-1-4
4-2-9
8-8-10
4-6-9
23-7-15
4-5-3
14-6-7
4-6-15
19-1-7
4-6-1
4-6-1
4-10-1
28-6-0
1-0-0
9-11-8
8-11-8
8-11-8
9-2-13
28-6-0
9-3-11
19-3-3
1-0-0
Scale = 1:63.3
Plate Offsets (X, Y): [3:0-3-0,Edge], [6:0-3-0,0-2-0], [10:0-4-0,Edge], [11:0-4-8,0-1-4]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.60 Vert(LL) -0.25 9-10 >999 360 MT20 220/195
Snow (Pf) 35.0 Lumber DOL 1.15 BC 0.62 Vert(CT) -0.39 12-13 >865 240
TCDL 7.0 Rep Stress Incr YES WB 0.71 Horz(CT) 0.08 9 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL) 0.09 12 >999 240
BCDL 7.0 Weight: 190 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
*Except* W1,W2,W3,W5:2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-8-6 oc purlins,
except end verticals, and 0-0-0 oc purlins (3-10-0 max.): 1-3, 6-8.
Except:
3-10-0 oc bracing: 1-3
6-0-0 oc bracing: 6-8
BOT CHORD Rigid ceiling directly applied or 8-4-12 oc bracing.
WEBS 1 Row at midpt 8-9, 2-13, 4-11, 5-10, 7-9
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 9=1382/0-5-8, (min. 0-1-13), 13=1382/ Mechanical, (min. 0-1-8)
Max Horiz 13=212 (LC 12)
Max Uplift 9=-263 (LC 9), 13=-267 (LC 12)
Max Grav 9=1710 (LC 34), 13=1682 (LC 34)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-13=-270/58, 2-3=-2791/410, 3-4=-2965/439, 4-14=-2480/363, 14-15=-2217/371, 5-15=-2216/373, 5-6=-1299/187,
6-7=-1006/201, 8-9=-281/61
BOT CHORD 12-13=-519/1754, 11-12=-630/2864, 11-16=-364/1627, 16-17=-364/1627, 10-17=-364/1627, 10-18=-121/679,
18-19=-121/679, 9-19=-121/679
WEBS 2-13=-2177/395, 2-12=-130/1614, 3-12=-1469/250, 4-12=-583/2723, 4-11=-2707/640, 5-11=-199/939, 5-10=-1148/300,
7-10=-192/1070, 7-9=-1529/278
NOTES
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully
Exp.; Ct=1.00
3) Unbalanced snow loads have been considered for this design.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members, with BCDL = 7.0psf.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 267 lb uplift at joint 13 and 263 lb uplift at joint 9.
9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
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
19-032464T A05 Roof Special 1 1 Job Reference (optional)
Run: 8.22 S Jul 21 2018 Print: 8.220 S Jul 21 2018 MiTek Industries, Inc. Fri Mar 08 16:13:56 Page: 1
ID:STsX_600fzz2TVDvfJnjZazcyom-d2kyxLUY?prXz17M2KcIOghzO3_brsmSaf6AyOzcw59
6
12
12
12
=4x5
2x4 =4x5
=4x5 2x4
=4x5
=6x12
5x6
=5x6 1.5x4 =5x8
=4x8 =5x8
=3x6
3x6
12 18 19 11 20 21
10
13
15
14
51 16 2 3 4
17
6
7 8 9
T1
T3
B1
B3 B3
1-3-8
10-1-4
1-11-6
12-0-10
3-6-6
15-7-0
3-6-6
19-1-7
4-2-4
8-9-12
4-6-9
23-7-15
4-7-8
4-7-8
4-10-1
28-6-0
1-0-0
9-11-8
1-11-6
11-10-14
7-4-5
19-3-3
8-11-8
8-11-8
9-2-13
28-6-0
1-0-0
Scale = 1:63.3
Plate Offsets (X, Y): [11:0-4-0,0-3-0], [13:0-3-0,0-1-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.90 Vert(LL) -0.28 10-11 >999 360 MT20 220/195
Snow (Pf) 35.0 Lumber DOL 1.15 BC 0.53 Vert(CT) -0.40 10-11 >838 240
TCDL 7.0 Rep Stress Incr YES WB 0.73 Horz(CT) 0.07 10 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL) 0.06 11-12 >999 240
BCDL 7.0 Weight: 216 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std *Except* W9,W10,W11,W8,W7:2x4 DF 1800F 1.6E or
2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-6-5 oc purlins,
except end verticals, and 0-0-0 oc purlins (4-3-8 max.): 1-5, 7-9.
Except:
4-10-0 oc bracing: 1-5
6-0-0 oc bracing: 7-9
BOT CHORD Rigid ceiling directly applied or 9-6-15 oc bracing.
WEBS 1 Row at midpt 9-10, 2-15, 4-13, 8-10, 6-11
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 10=1382/0-5-8, (min. 0-2-0), 15=1382/ Mechanical, (min. 0-1-8)
Max Horiz 15=144 (LC 12)
Max Uplift 10=-254 (LC 9), 15=-277 (LC 12)
Max Grav 10=1846 (LC 34), 15=1922 (LC 34)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-15=-279/60, 2-3=-2122/294, 3-4=-2112/292, 4-5=-1874/236, 5-17=-2137/301, 6-17=-2121/309, 6-7=-1217/187,
7-8=-1069/192, 9-10=-282/61
BOT CHORD 14-15=-364/1414, 13-14=-485/2499, 12-13=-386/1864, 12-18=-307/1416, 18-19=-307/1416, 11-19=-307/1416,
11-20=-117/745, 20-21=-117/745, 10-21=-117/745
WEBS 2-15=-2102/335, 2-14=-115/1091, 3-14=-342/86, 4-14=-259/1310, 4-13=-1608/283, 4-12=-46/488, 5-12=-1091/212,
8-11=-180/909, 8-10=-1679/270, 6-11=-920/272, 6-12=-183/1137
NOTES
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully
Exp.; Ct=1.00
3) Unbalanced snow loads have been considered for this design.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members, with BCDL = 7.0psf.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 277 lb uplift at joint 15 and 254 lb uplift at joint 10.
9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
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
19-032464T A06 Roof Special 1 1 Job Reference (optional)
Run: 8.22 S Jul 21 2018 Print: 8.220 S Jul 21 2018 MiTek Industries, Inc. Fri Mar 08 16:13:57 Page: 1
ID:OflFyGnt4bMpGUAI8vGamFzd_LB-6EIK8hVAm7zOaBiYc17XwtE3QSLAaJfbpJskVqzcw58
6
12
12
12
=4x5
2x4 =5x6
=4x5 2x4
=3x6
=6x12
=5x6 =5x6
7x10
4x5
=6x8
=3x6
11 17 18 10 19 20
9
13
12
41 14 2 3
15
5
16
6 7 8
T1
T3
B1
B3 B4
0-1-12
10-7-15
1-8-7
10-6-3
4-2-4
8-9-12
4-6-9
23-7-15
4-2-12
14-10-11
4-2-12
19-1-7
4-7-8
4-7-8
4-10-1
28-6-0
0-2-1
9-11-8
0-9-15
9-9-7
8-11-8
8-11-8
9-2-13
28-6-0
9-3-11
19-3-3
0-6-0
1-0-0
Scale = 1:65.6
Plate Offsets (X, Y): [10:0-4-0,Edge], [11:0-7-0,0-1-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.72 Vert(LL) -0.24 9-10 >999 360 MT20 220/195
Snow (Pf) 35.0 Lumber DOL 1.15 BC 0.61 Vert(CT) -0.37 12-13 >912 240
TCDL 7.0 Rep Stress Incr YES WB 0.71 Horz(CT) 0.08 9 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL) 0.07 12 >999 240
BCDL 7.0 Weight: 197 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std *Except* W8,W6,W7,W9,W10:2x4 DF 1800F 1.6E or
2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-2-12 oc purlins,
except end verticals, and 0-0-0 oc purlins (4-1-15 max.): 1-4, 6-8.
Except:
4-9-0 oc bracing: 1-4
6-0-0 oc bracing: 6-8
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
7-11-0 oc bracing: 11-12.
WEBS 1 Row at midpt 8-9, 2-13, 3-11, 5-10, 7-9
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 9=1382/0-5-8, (min. 0-1-14), 13=1382/ Mechanical, (min. 0-1-8)
Max Horiz 13=172 (LC 12)
Max Uplift 9=-258 (LC 9), 13=-272 (LC 12)
Max Grav 9=1784 (LC 34), 13=1827 (LC 34)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-13=-282/60, 2-3=-2280/333, 3-4=-1895/248, 4-15=-2305/352, 5-15=-2253/361, 5-16=-1208/170, 6-16=-1098/184,
6-7=-1008/195, 8-9=-282/61
BOT CHORD 12-13=-423/1545, 11-12=-709/3233, 11-17=-341/1444, 17-18=-341/1444, 10-18=-341/1444, 10-19=-118/715,
19-20=-118/715, 9-20=-118/715
WEBS 2-13=-2119/354, 2-12=-116/1181, 3-12=-370/1616, 3-11=-2108/465, 4-11=-1250/243, 5-11=-201/1201, 5-10=-1016/290,
7-10=-184/984, 7-9=-1611/272
NOTES
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully
Exp.; Ct=1.00
3) Unbalanced snow loads have been considered for this design.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members, with BCDL = 7.0psf.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 272 lb uplift at joint 13 and 258 lb uplift at joint 9.
9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
10) 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
19-032464T A07 Roof Special 1 1 Job Reference (optional)
Run: 8.22 S Jul 21 2018 Print: 8.220 S Jul 21 2018 MiTek Industries, Inc. Fri Mar 08 16:13:57 Page: 1
ID:YdglcCoPyQ0D9oxtW5jMMGzcyYG-6EIK8hVAm7zOaBiYc17XwtE6KSKyaJ_bpJskVqzcw58
612
1212
3x4
=5x8
=5x6 7x10
6x8
=3x8 =6x12
=7x10
2x4
5x6
3x6
=5x6
=6x12 =MT18HS 9x12 =3x6
3x6
=5x8
7x10
=4x5
1216 30 31 15 32 14 33 34 13
11
292817
20 19 18
27
2610121 2
3
4
2522
9
5
723 24 86
T1
T3
B1
B3 B6B5B4
1-3-8
10-1-4
1-5-138-9-12 1-6-1153-0-114-6-923-8-04-5-314-6-7 4-6-1519-1-7 6-2-544-9-36-2-538-6-147-3-157-3-15 6-8-1351-6-08-8-932-4-9
1-0-0
9-11-81-9-58-11-8 4-3-132-6-57-2-37-2-3 9-0-318-11-11 9-1-1141-8-19-3-928-3-4 9-9-1551-6-0
0-4-3
0-6-0
1-0-0
Scale = 1:93.6
Plate Offsets (X, Y): [6:0-3-0,0-2-7], [8:0-7-12,0-3-4], [13:0-4-0,0-3-0], [16:0-4-12,0-3-0], [17:0-4-8,0-1-4], [19:0-3-8,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.79 Vert(LL) -0.20 15-16 >999 360 MT20 220/195
Snow (Pf) 35.0 Lumber DOL 1.15 BC 0.47 Vert(CT) -0.31 16-17 >999 240 MT18HS 220/195
TCDL 7.0 Rep Stress Incr YES WB 0.92 Horz(CT) 0.02 15 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL) 0.07 18 >999 240
BCDL 7.0 Weight: 315 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
*Except* T1,T3:2x6 DF 1800F 1.6E or 2x6 DF SS
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
*Except* W3,W4,W5,W6,W7,W15,W16:2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-10-0 oc purlins,
except end verticals, and 0-0-0 oc purlins (5-3-15 max.): 1-2, 6-8.
Except:
5-4-0 oc bracing: 1-2
10-0-0 oc bracing: 6-8
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 5-16, 6-16, 7-15, 8-15, 9-14
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 11=684/0-5-8, (min. 0-1-8), 15=3599/0-5-8, (min. 0-4-8),
20=883/ Mechanical, (min. 0-1-8)
Max Horiz 20=-280 (LC 13)
Max Uplift 11=-253 (LC 13), 15=-468 (LC 12), 20=-214 (LC 12)
Max Grav 11=1091 (LC 43), 15=4191 (LC 37), 20=1161 (LC 36)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-20=-1108/239, 1-21=-1862/340, 2-21=-1862/340, 2-3=-1864/344, 3-4=-1749/327, 4-22=-1482/321, 5-22=-1238/330,
5-6=-278/384, 6-23=-148/304, 7-23=-148/302, 7-24=-132/1939, 8-24=-132/1940, 8-9=-106/1270, 9-25=-725/532,
10-25=-1065/444, 10-26=-1245/392, 26-27=-1277/390, 11-27=-1503/364
BOT CHORD 19-20=-57/276, 18-19=-356/1892, 17-18=-251/1464, 17-28=-102/696, 28-29=-102/696, 16-29=-102/695,
16-30=-1030/323, 30-31=-1030/323, 15-31=-1030/323, 15-32=-994/287, 14-32=-994/287, 14-33=-587/493,
33-34=-587/493, 13-34=-587/493, 11-13=-323/1235
WEBS 1-19=-347/1941, 2-19=-551/186, 2-18=-1027/174, 3-18=-52/268, 4-18=-295/1384, 4-17=-1639/406, 5-17=-239/1044,
5-16=-1221/317, 6-16=-460/34, 7-16=-243/1826, 7-15=-2278/373, 8-15=-2394/321, 8-14=-188/1145, 9-14=-1473/332,
9-13=-112/873, 10-13=-855/248
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully
Exp.; Ct=1.00
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads.
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 = 7.0psf.
10) Refer to girder(s) for truss to truss connections.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 214 lb uplift at joint 20, 468 lb uplift at joint 15 and 253 lb uplift at joint 11.
12) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
13) 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
19-032464T A08 Roof Special 1 1 Job Reference (optional)
Run: 8.22 S Jul 21 2018 Print: 8.220 S Jul 21 2018 MiTek Industries, Inc. Fri Mar 08 16:13:57 Page: 1
ID:us?3Ej3CnAn5oAd5oj6WFvzcyXw-6EIK8hVAm7zOaBiYc17XwtE5ASM7aGibpJskVqzcw58
612
12
12
3x4
=5x8 =5x8
3x6
=5x6 8x12
=5x6
5x6
=4x8
3x6
=7x10
=5x6
=MT18HS 9x12 =3x6
3x6
=5x8
7x10
=4x5=3x6
4x12
1217 16 28 29 15 30 14 31 32 13
11
18
21
20 19
27
21
22 2610
3 4
25
9
5
7 2423 86
T1
T4
B1 B3 B6B5B4
1-6-1153-0-113-11-153-11-15 4-5-314-6-7 4-6-1519-1-7 6-7-932-4-96-7-925-9-06-1-510-1-4 6-2-544-9-36-2-538-6-14 6-8-1351-6-0
0-6-0
9-11-8
3-10-33-10-3 4-3-132-6-54-5-318-11-114-6-1514-6-75-7-59-5-8 9-1-1141-8-19-3-928-3-4 9-9-1551-6-0
0-4-3
0-6-0
0-6-0
Scale = 1:93.4
Plate Offsets (X, Y): [6:0-3-0,0-2-7], [8:0-9-12,0-3-4], [13:0-4-0,0-3-0], [16:0-2-12,Edge], [18:0-3-4,0-2-0], [20:0-3-8,0-2-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.84 Vert(LL) -0.23 15-16 >999 360 MT20 220/195
Snow (Pf) 35.0 Lumber DOL 1.15 BC 0.44 Vert(CT) -0.34 15-16 >993 240 MT18HS 220/195
TCDL 7.0 Rep Stress Incr YES WB 0.93 Horz(CT) 0.04 15 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL) 0.07 19-20 >999 240
BCDL 7.0 Weight: 310 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
*Except* T4:2x6 DF 1800F 1.6E or 2x6 DF SS
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
*Except* W1,W3,W4,W5,W14,W15,W6:2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-3-3 oc purlins,
except end verticals, and 0-0-0 oc purlins (4-3-0 max.): 1-2, 6-8.
Except:
10-0-0 oc bracing: 6-8
BOT CHORD Rigid ceiling directly applied or 5-3-14 oc bracing.
WEBS 1 Row at midpt 5-16, 6-16, 7-15, 8-15, 9-14
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 11=695/0-5-8, (min. 0-1-8), 15=3578/0-5-8, (min. 0-4-10),
21=892/ Mechanical, (min. 0-1-8)
Max Horiz 21=-243 (LC 13)
Max Uplift 11=-260 (LC 13), 15=-469 (LC 12), 21=-211 (LC 12)
Max Grav 11=1094 (LC 43), 15=4363 (LC 37), 21=1037 (LC 39)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-21=-999/216, 1-2=-2327/406, 2-22=-1851/268, 3-22=-1723/271, 3-4=-1562/284, 4-5=-980/204, 5-6=-275/413,
6-23=-164/299, 7-23=-167/299, 7-24=-121/2057, 8-24=-121/2058, 8-9=-101/1391, 9-25=-732/586, 10-25=-1072/497,
10-26=-1251/423, 26-27=-1284/418, 11-27=-1510/363
BOT CHORD 19-20=-498/2412, 18-19=-286/1716, 17-18=-233/1382, 16-17=-90/741, 16-28=-1522/332, 28-29=-1522/332,
15-29=-1522/332, 15-30=-1102/283, 14-30=-1102/283, 14-31=-635/500, 31-32=-635/500, 13-32=-635/500,
11-13=-321/1241
WEBS 1-20=-426/2488, 2-20=-909/217, 2-19=-1061/249, 4-19=-221/1362, 4-18=-1000/192, 5-16=-1341/301, 6-16=-548/63,
7-16=-306/2217, 7-15=-2175/374, 8-15=-2420/300, 8-14=-191/1144, 9-14=-1477/332, 9-13=-111/875, 10-13=-857/247,
5-17=-152/849, 4-17=-1102/245
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully
Exp.; Ct=1.00
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads.
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 = 7.0psf.
10) Refer to girder(s) for truss to truss connections.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 211 lb uplift at joint 21, 469 lb uplift at joint 15 and 260 lb uplift at joint 11.
12) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
13) 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
19-032464T A09 Roof Special 1 1 Job Reference (optional)
Run: 8.22 S Jul 21 2018 Print: 8.220 S Jul 21 2018 MiTek Industries, Inc. Fri Mar 08 16:13:58 Page: 1
ID:YjnSuSd3yJaaJE8xVNxI7czcyXC-6EIK8hVAm7zOaBiYc17XwtE4MSNhaGYbpJskVqzcw58
6
12
3
12
5x8
=5x6 MT18HS 9x12
=4x5 =5x8
=5x8
=MT20HS 8x12 =5x8
2x4
3x6
3x6
=3x6
4x5
=4x5
=3x6
3x6
7x10
=4x5
12
1
14 26 27 13
11
1519
1618
2520
2
17
21 2410
3
94
5 822 6 23 7
T3
B1 B3 B4
0-1-12
19-1-7
1-6-1153-0-112-11-532-4-93-9-128-3-124-6-04-6-0 5-1-124-2-7 5-2-1329-5-45-2-318-11-115-5-1113-9-7 6-2-544-9-36-2-538-6-14 6-8-1351-6-0
2-11-532-2-135-1-118-10-8 5-1-129-3-85-3-1524-2-75-3-1513-9-78-5-88-5-8 9-5-341-8-1 9-9-1551-6-0
0-4-3
Scale = 1:89.9
Plate Offsets (X, Y): [3:0-4-0,0-3-0], [5:0-4-0,0-2-8], [8:0-8-4,0-2-0], [13:0-4-0,0-3-0], [15:0-10-0,0-3-0], [19:0-5-4,0-2-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.75 Vert(LL) -0.21 13-14 >999 360 MT20 220/195
Snow (Pf) 35.0 Lumber DOL 1.15 BC 0.45 Vert(CT) -0.29 13-14 >900 240 MT18HS 220/195
TCDL 7.0 Rep Stress Incr YES WB 0.71 Horz(CT) 0.03 11 n/a n/a MT20HS 165/146
BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL) 0.06 11-13 >999 240
BCDL 7.0 Weight: 294 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std *Except* W7,W8,W9,W10,W11,W12:2x4 DF 1800F
1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-2-4 oc purlins,
except
0-0-0 oc purlins (6-0-0 max.): 5-8. Except:
10-0-0 oc bracing: 5-8
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except:
10-0-0 oc bracing: 11-13.
WEBS 1 Row at midpt 6-16, 7-15, 8-15, 9-14
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 8-5-8. except 15=0-5-8, 11=0-5-8
(lb) - Max Horiz 1=-196 (LC 13)
Max Uplift All uplift 100 (lb) or less at joint(s) 1 except 11=-261 (LC 13),
15=-360 (LC 13), 19=-362 (LC 12)
Max Grav All reactions 250 (lb) or less at joint(s) except 1=277 (LC 35),
11=1254 (LC 35), 15=3167 (LC 35), 19=1903 (LC 37)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-20=-114/297, 2-21=-135/403, 3-21=-121/597, 3-4=-684/154, 4-5=-543/329, 5-22=-376/251, 6-22=-375/251,
6-23=-172/606, 7-23=-172/606, 7-8=0/1117, 8-9=0/766, 9-10=-1188/291, 10-24=-1420/335, 24-25=-1643/334,
11-25=-1777/321
BOT CHORD 18-19=-456/170, 17-18=-109/499, 16-17=-635/356, 15-16=-1174/356, 14-15=-507/260, 14-26=-23/587, 26-27=-23/587,
13-27=-23/587, 11-13=-190/1455
WEBS 2-19=-638/187, 3-19=-1490/301, 3-18=-116/966, 4-18=-600/127, 4-17=-415/214, 5-17=-471/59, 6-17=-87/898,
6-16=-1117/205, 7-16=-156/1219, 7-15=-1676/273, 8-15=-1990/257, 8-14=-175/1144, 9-14=-1484/339, 9-13=-110/861,
10-13=-840/246
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully
Exp.; Ct=1.00
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads.
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 = 7.0psf.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 19=362, 15=360, 11=261.
11) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
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
19-032464T A10 Roof Special 1 1 Job Reference (optional)
Run: 8.22 S Jul 21 2018 Print: 8.220 S Jul 21 2018 MiTek Industries, Inc. Fri Mar 08 16:13:58 Page: 1
ID:wNsccHkqk4dkp80ZFdaLjWzcyUT-aRsiM1VpWR5FCKHl9lemT5mHYshkJmDl2zbH1Hzcw57
6
12
312
5x8
=5x6 MT18HS 9x12
=4x5 =5x8
=5x8
=MT20HS 8x12 =5x8
2x4
3x6
3x6
=3x6
4x5
=4x5
=3x6
3x6
7x10
=4x5
1 1327 28
2
15 14
12
1620
1719
2621
3 18
252211
4
105
6 923 7 248
T3
B1 B3 B4
0-1-12
19-1-7
1-6-1153-0-111-6-11-1-6-11 2-11-532-4-93-9-128-3-124-6-04-6-0 5-1-124-2-7 5-2-1329-5-45-2-318-11-115-5-1113-9-7 6-2-544-9-36-2-538-6-14 6-8-1351-6-0
2-11-532-2-135-1-118-10-8 5-1-129-3-85-3-1524-2-75-3-1513-9-78-5-88-5-8 9-5-341-8-1 9-9-1551-6-0
0-4-3
Scale = 1:92.3
Plate Offsets (X, Y): [4:0-4-0,0-3-0], [6:0-4-0,0-2-8], [9:0-8-4,0-2-0], [14:0-4-0,0-3-0], [16:0-10-0,0-3-0], [20:0-5-4,0-2-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.75 Vert(LL) -0.21 14-15 >999 360 MT20 220/195
Snow (Pf) 35.0 Lumber DOL 1.15 BC 0.45 Vert(CT) -0.29 14-15 >900 240 MT18HS 220/195
TCDL 7.0 Rep Stress Incr YES WB 0.71 Horz(CT) 0.03 12 n/a n/a MT20HS 165/146
BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL) 0.06 12-14 >999 240
BCDL 7.0 Weight: 296 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std *Except* W7,W8,W9,W10,W11,W12:2x4 DF 1800F
1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-2-4 oc purlins,
except
0-0-0 oc purlins (6-0-0 max.): 6-9. Except:
10-0-0 oc bracing: 6-9
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except:
10-0-0 oc bracing: 12-14.
WEBS 1 Row at midpt 7-17, 8-16, 9-16, 10-15
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 0-5-8.
(lb) - Max Horiz 2=183 (LC 12)
Max Uplift All uplift 100 (lb) or less at joint(s) 2 except 12=-261 (LC 13),
16=-361 (LC 13), 20=-350 (LC 12)
Max Grav All reactions 250 (lb) or less at joint(s) except 2=448 (LC 35),
12=1254 (LC 35), 16=3172 (LC 35), 20=1865 (LC 37)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-21=-239/259, 3-21=-103/303, 3-22=-129/417, 4-22=-115/577, 4-5=-698/155, 5-6=-549/336, 6-23=-377/257,
7-23=-375/258, 7-24=-172/604, 8-24=-172/604, 8-9=0/1118, 9-10=0/766, 10-11=-1187/290, 11-25=-1463/335,
25-26=-1642/322, 12-26=-1776/321
BOT CHORD 19-20=-438/166, 18-19=-110/510, 17-18=-633/355, 16-17=-1175/356, 15-16=-508/260, 15-27=-23/593, 27-28=-23/593,
14-28=-23/593, 12-14=-190/1455
WEBS 3-20=-581/168, 4-20=-1495/302, 4-19=-114/957, 5-19=-590/125, 5-18=-423/214, 6-18=-468/59, 7-18=-89/905,
7-17=-1117/205, 8-17=-156/1220, 8-16=-1677/273, 9-16=-1990/257, 9-15=-175/1144, 10-15=-1484/339, 10-14=-110/861,
11-14=-840/246
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully
Exp.; Ct=1.00
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads.
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 = 7.0psf.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 20=349, 16=361, 12=260.
11) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
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
19-032464T A11 Roof Special 3 1 Job Reference (optional)
Run: 8.22 S Jul 21 2018 Print: 8.220 S Jul 21 2018 MiTek Industries, Inc. Fri Mar 08 16:13:58 Page: 1
ID:SX9w6OzHYCFgZopAXZ15tQzd_Ky-aRsiM1VpWR5FCKHl9lemT5mHYshkJmDl2zbH1Hzcw57
612
3
12
6x8
=5x6 =5x8
3x6
=4x5 =MT18HS 9x12
=5x8
3x4
3x4
=5x8
2x4
5x6
4x5
4x8
=3x6
=3x8
3x6
=3x6
5x8
=3x8
1 17
2
21
1820
22 16 15 14 13
3
19
12
23 4
11
5
10
6 97 24 25 8
T3
B1
B5
0-1-12
19-1-7
1-6-11-1-6-11 2-6-1332-4-93-9-128-3-12 4-5-841-3-84-6-04-6-0 4-5-836-10-15-3-529-9-125-5-124-6-7 4-5-845-9-05-2-318-11-115-5-1113-9-7
0-8-0
29-11-8
2-3-532-2-134-9-129-3-85-1-118-10-85-3-1513-9-7 5-7-1524-6-7 6-0-1545-9-07-5-339-8-18-5-88-5-8
0-4-3
Scale = 1:82.8
Plate Offsets (X, Y): [4:0-3-12,0-3-0], [6:0-4-0,0-2-8], [9:0-6-0,0-2-8], [11:0-3-8,0-2-8], [16:0-2-0,0-3-4], [21:0-10-0,0-3-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.76 Vert(LL) -0.16 14-15 >999 360 MT20 220/195
Snow (Pf) 35.0 Lumber DOL 1.15 BC 0.41 Vert(CT) -0.25 14-15 >999 240 MT18HS 220/195
TCDL 7.0 Rep Stress Incr YES WB 0.95 Horz(CT) 0.11 13 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL) 0.06 8-16 >999 240
BCDL 7.0 Weight: 281 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std *Except* W3,W7,W8,W11,W12,W9:2x4 DF 1800F
1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-7-12 oc purlins,
except end verticals, and 0-0-0 oc purlins (3-11-14 max.): 6-9.
Except:
4-3-0 oc bracing: 6-9
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 2-21
5-9-6 oc bracing: 20-21.
1 Row at midpt 8-16
WEBS 1 Row at midpt 4-21, 7-19, 7-18, 11-13
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 2=-30/0-5-8, (min. 0-1-8), 13=1686/0-5-8, (min. 0-2-5),
21=2947/0-5-8, (min. 0-3-15)
Max Horiz 2=266 (LC 12)
Max Uplift 2=-335 (LC 34), 13=-282 (LC 13), 21=-530 (LC 12)
Max Grav 2=270 (LC 18), 13=2157 (LC 35), 21=3663 (LC 35)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-22=-208/1080, 3-22=-193/1124, 3-23=-268/1488, 4-23=-254/1536, 4-5=-1177/141, 5-6=-1934/303, 6-7=-1681/293,
7-24=-2223/385, 24-25=-2223/385, 8-25=-2223/385, 8-9=-2221/384, 9-10=-2305/376, 10-11=-2931/438, 11-12=-369/85,
12-13=-404/96
BOT CHORD 2-21=-952/167, 20-21=-1339/205, 19-20=-140/938, 18-19=-258/2107, 8-16=-595/132, 15-16=-189/2009,
14-15=-244/2406, 13-14=-307/2539
WEBS 3-21=-621/174, 4-21=-2952/469, 4-20=-295/2488, 5-20=-1654/251, 5-19=-136/1232, 6-19=-33/406, 7-19=-565/153,
7-18=-720/152, 9-16=-207/659, 9-15=-110/702, 16-18=-248/2023, 7-16=-91/597, 10-15=-784/216, 11-13=-2886/344
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully
Exp.; Ct=1.00
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads.
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.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 335 lb uplift at joint 2, 530 lb uplift at joint 21 and 282 lb uplift at joint 13.
11) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
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
19-032464T A12 Roof Special 4 1 Job Reference (optional)
Run: 8.22 S Jul 21 2018 Print: 8.220 S Jul 21 2018 MiTek Industries, Inc. Fri Mar 08 16:13:59 Page: 1
ID:WtolVHBo8Ig7GR?Yz29seozdabu-aRsiM1VpWR5FCKHl9lemT5mHSsiQJjcl2zbH1Hzcw57
612
3
12
6x8
=5x6 =5x6
MT20HS 8x12
=4x5 MT18HS 9x12
=6x8
3x4
=4x5
3x6
2x4
6x8
5x6
5x8
=8x12
=5x8
2x4
3x6
=MT18HS 9x12
6x8
=4x8 =7x10=10x16
HUS26 HUS26 HUS26 HUS26 HUS26
1
2
25 24
20
2123
26 18 29 1716 30 15
14
31
3
19
22
13
27 4
12
115
10
6 97 828
T3
B1
B4 B5
0-1-12
19-1-7
1-6-11-1-6-11 2-9-337-11-03-2-1332-4-9 2-9-335-1-133-9-128-3-12 3-7-1345-9-04-2-342-1-34-11-529-1-124-6-04-6-0 5-1-124-2-75-2-318-11-115-5-1113-9-7
0-2-12
45-9-0
2-11-532-2-13 3-5-145-6-43-11-88-5-8 4-2-342-1-34-6-04-6-0 5-1-118-10-8 5-1-129-3-85-3-1524-2-75-3-1513-9-7 5-8-337-11-0
0-4-3
Scale = 1:82.8
Plate Offsets (X, Y): [4:0-3-12,0-3-4], [6:0-4-0,0-2-8], [9:0-3-0,0-2-0], [13:0-4-6,Edge], [15:0-3-8,0-4-8], [19:0-8-12,0-5-8], [24:0-3-0,0-7-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.84 Vert(LL) -0.30 16-18 >999 360 MT20 220/195
Snow (Pf) 35.0 Lumber DOL 1.15 BC 0.85 Vert(CT) -0.41 16-18 >999 240 MT20HS 165/146
TCDL 7.0 Rep Stress Incr NO WB 0.78 Horz(CT) 0.13 14 n/a n/a MT18HS 220/195
BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL) 0.18 16-18 >999 240
BCDL 7.0 Weight: 303 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
*Except* B4,B5:2x6 DF 1800F 1.6E or 2x6 DF SS
WEBS 2x4 DF Stud/Std *Except*
W4,W8,W9,W11,W10,W12,W13,W19,W15:2x4 DF 1800F 1.6E or 2x4
DF No.1&Btr or 2x4 DF-N 1800F 1.6E, W20:2x6 DF 1800F 1.6E or 2x6
DF SS
BRACING
TOP CHORD Structural wood sheathing directly applied or 1-11-5 oc purlins,
except end verticals, and 0-0-0 oc purlins (3-0-15 max.): 6-9.
Except:
3-4-0 oc bracing: 6-9
BOT CHORD Rigid ceiling directly applied or 4-9-11 oc bracing.
WEBS 1 Row at midpt 4-24, 5-23, 7-22, 7-21, 10-18
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 2=-334/0-5-8, (min. 0-1-8), 14=4553/0-5-8, (min. 0-1-11),
24=3833/0-5-8, (min. 0-4-13)
Max Horiz 2=267 (LC 12)
Max Uplift 2=-643 (LC 34), 14=-1495 (LC 13), 24=-909 (LC 12)
Max Grav 2=200 (LC 9), 14=5021 (LC 35), 24=4539 (LC 35)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-26=-509/1669, 3-26=-494/1732, 3-27=-543/2129, 4-27=-530/2176, 4-5=-1307/189, 5-6=-2508/548, 6-7=-2184/508,
7-28=-3658/951, 8-28=-3658/951, 8-9=-3583/1019, 9-10=-3991/1110, 10-11=-6135/1862, 11-12=-6176/1784,
12-13=-6486/1918, 13-14=-4508/1320
BOT CHORD 2-25=-1494/426, 24-25=-1494/426, 23-24=-1943/463, 22-23=-186/1056, 21-22=-607/2920, 8-19=-737/342,
18-19=-815/3660, 18-29=-1106/4308, 17-29=-1106/4308, 16-17=-1106/4308, 16-30=-1675/5702, 15-30=-1675/5702,
15-31=-187/595, 14-31=-187/595
WEBS 3-24=-678/159, 4-24=-3666/768, 4-23=-632/3286, 5-23=-2202/489, 5-22=-366/1769, 6-22=-147/683, 7-22=-1064/359,
7-21=-1205/316, 19-21=-585/2825, 7-19=-478/1606, 8-18=-830/675, 9-18=-425/1530, 11-16=-526/153, 12-16=-398/413,
12-15=-579/314, 13-15=-1544/5297, 10-18=-2043/744, 10-16=-1007/2650
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully
Exp.; Ct=1.00
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads.
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.
10) Bearing at joint(s) 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 643 lb uplift at joint 2, 909 lb uplift at joint 24 and 1495 lb uplift at joint 14.
12) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
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 HUS26 (With 1-10d nails into Girder & 1-10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 35-11-4 from the left end to 43-11-4 to
connect truss(es) C04 (1 ply 2x4 DF or DF-N) to back face of bottom chord.
Job Truss Truss Type Qty Ply
19-032464T A13 Roof Special 1 1 Job Reference (optional)
Run: 8.22 S Jul 21 2018 Print: 8.220 S Jul 21 2018 MiTek Industries, Inc. Fri Mar 08 16:13:59 Page: 1
ID:WtolVHBo8Ig7GR?Yz29seozdabu-2dQ4ZNWRHkD6qUsxjSA?0IJQxGxi2CQuGdLrZjzcw56
Continued on page 2
15) Fill all nail holes where hanger is in contact with lumber.
16) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S)Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-6=-84, 6-9=-84, 9-13=-84, 2-24=-14, 22-24=-14, 20-22=-14, 14-19=-14
Concentrated Loads (lb)
Vert: 16=-691 (B), 15=-691 (B), 29=-691 (B), 30=-691 (B), 31=-691 (B)
Job Truss Truss Type Qty Ply
19-032464T A13 Roof Special 1 1 Job Reference (optional)
Run: 8.22 S Jul 21 2018 Print: 8.220 S Jul 21 2018 MiTek Industries, Inc. Fri Mar 08 16:13:59 Page: 2
ID:WtolVHBo8Ig7GR?Yz29seozdabu-2dQ4ZNWRHkD6qUsxjSA?0IJQxGxi2CQuGdLrZjzcw56
612
3
12
5x8
=5x6 =4x8
3x6
=3x6 =MT20HS 5x12
=5x8
=5x8 1.5x4
1.5x4
4x5
3x4
=3x4
3x4
=3x6
=4x5
1 12
11
2
1317
1416
18
3
15
4
19
5
10
967 208
T3
B1 B3
0-1-12
19-1-7
1-6-11-1-6-11 2-11-532-4-93-9-128-3-124-6-04-6-0 5-1-124-2-7 5-2-1329-5-45-2-318-11-115-5-1113-9-7 1-7-734-0-0
1-9-334-0-02-11-532-2-135-1-118-10-8 5-1-129-3-85-3-1524-2-75-3-1513-9-78-5-88-5-8
0-4-3
Scale = 1:66.2
Plate Offsets (X, Y): [2:0-6-0,0-0-6], [4:0-4-0,0-3-0], [6:0-4-0,0-2-8], [9:0-6-4,0-1-12], [13:0-5-8,0-2-8], [17:0-9-0,0-2-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.62 Vert(LL) -0.11 2-17 >872 360 MT20 220/195
Snow (Pf) 35.0 Lumber DOL 1.15 BC 0.27 Vert(CT) -0.19 2-17 >517 240 MT20HS 165/146
TCDL 7.0 Rep Stress Incr YES WB 0.74 Horz(CT) 0.04 11 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL) 0.03 14-15 >999 240
BCDL 7.0 Weight: 240 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
*Except* W1,W2,W3,W4,W5,W6:2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-4-3 oc purlins,
except end verticals, and 0-0-0 oc purlins (5-10-8 max.): 6-9.
Except:
6-0-0 oc bracing: 6-9
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 2-17,16-17.
WEBS 1 Row at midpt 7-15, 7-14, 8-13, 9-12, 10-11
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 2=236/0-5-8, (min. 0-1-8), 11=1134/0-5-8, (min. 0-1-10),
17=2081/0-5-8, (min. 0-2-14)
Max Horiz 2=402 (LC 12)
Max Uplift 2=-94 (LC 34), 11=-229 (LC 9), 17=-477 (LC 12)
Max Grav 2=348 (LC 18), 11=1522 (LC 34), 17=2666 (LC 35)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-18=-225/576, 3-18=-214/620, 3-4=-307/823, 4-19=-1014/60, 5-19=-693/71, 5-6=-1195/204, 6-7=-1030/205,
7-20=-1087/192, 8-20=-1087/192, 8-9=-644/114, 9-10=-272/48, 10-11=-1473/225
BOT CHORD 2-17=-508/47, 16-17=-734/76, 15-16=-216/789, 14-15=-194/1128, 13-14=-108/651
WEBS 3-17=-590/175, 4-17=-2133/441, 4-16=-263/1584, 5-16=-1026/229, 5-15=-92/679, 7-15=-142/399, 7-14=-775/201,
8-14=-154/874, 8-13=-1392/274, 9-13=-230/1367, 9-12=-1333/230, 10-12=-203/1332
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully
Exp.; Ct=1.00
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads.
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.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 94 lb uplift at joint 2, 477 lb uplift at joint 17 and 229 lb uplift at joint 11.
11) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
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
19-032464T A14 Roof Special 1 1 Job Reference (optional)
Run: 8.22 S Jul 21 2018 Print: 8.220 S Jul 21 2018 MiTek Industries, Inc. Fri Mar 08 16:13:59 Page: 1
ID:ju8KXz58p?C4i5Q2A4a36ezcyRQ-2dQ4ZNWRHkD6qUsxjSA?0IJUJG4r2D?uGdLrZjzcw56
6
12 10
12
3
12
5x8
=5x6 =4x8
=5x6=3x6 =MT20HS 5x12
=5x8
=5x6
1.5x4
5x6
3x6
3x4
1.5x4
3x4
1
102
1115
14
16
12
3 20
13
9194
17
85
18
76
T3
B1 B3
0-1-12
19-1-7
1-6-11
-1-6-11
3-5-11
22-7-2
3-9-12
8-3-12
3-5-15
29-5-4
3-4-3
25-11-5
4-6-0
4-6-0
5-2-3
18-11-11
4-6-12
34-0-0
5-5-11
13-9-7
3-6-1422-5-6 4-8-834-0-05-1-118-10-85-3-1513-9-7 6-10-229-3-88-5-88-5-8
0-4-3 0-4-13
Scale = 1:66.2
Plate Offsets (X, Y): [2:0-6-0,0-0-6], [4:0-3-12,0-3-0], [6:0-4-0,0-2-8], [7:0-6-4,0-2-0], [10:0-0-4,Edge], [15:0-10-0,0-3-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.55 Vert(LL) -0.11 2-15 >869 360 MT20 220/195
Snow (Pf) 35.0 Lumber DOL 1.15 BC 0.46 Vert(CT) -0.19 2-15 >515 240 MT20HS 165/146
TCDL 7.0 Rep Stress Incr YES WB 0.88 Horz(CT) 0.06 10 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL) 0.03 10-11 >999 240
BCDL 7.0 Weight: 191 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std *Except* W7,W8,W10:2x4 DF 1800F 1.6E or 2x4 DF
No.1&Btr or 2x4 DF-N 1800F 1.6E
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-8-1 oc purlins,
except
0-0-0 oc purlins (5-8-9 max.): 6-7.
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) 2=302/0-5-8, (min. 0-1-8), 10=1151/0-5-8, (min. 0-2-0),
15=1989/0-5-8, (min. 0-3-4)
Max Horiz 2=282 (LC 11)
Max Uplift 2=-61 (LC 13), 10=-207 (LC 13), 15=-415 (LC 12)
Max Grav 2=365 (LC 18), 10=1883 (LC 35), 15=3062 (LC 35)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-16=-121/311, 3-16=-110/353, 3-4=-154/951, 4-17=-1274/162, 5-17=-953/173, 5-18=-1663/204, 6-18=-1461/216,
6-7=-1298/233, 7-8=-1815/271, 8-19=-2390/436, 9-19=-2431/419, 9-20=-2251/270, 10-20=-2556/257
BOT CHORD 2-15=-274/120, 14-15=-791/196, 13-14=-135/1026, 12-13=-50/1289, 11-12=-55/1632, 10-11=-115/1737
WEBS 3-15=-596/169, 4-15=-2496/366, 4-14=-181/1983, 5-14=-1302/173, 5-13=0/503, 6-13=-31/255, 7-13=-165/288,
7-12=-192/654, 9-11=-568/235, 8-12=-592/257, 8-11=-226/367
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully
Exp.; Ct=1.00
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads.
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.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 207 lb uplift at joint 10, 61 lb uplift at joint 2 and 415 lb uplift at joint 15.
11) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
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
19-032464T A15 Roof Special 1 1 Job Reference (optional)
Run: 8.22 S Jul 21 2018 Print: 8.220 S Jul 21 2018 MiTek Industries, Inc. Fri Mar 08 16:14:00 Page: 1
ID:UzgCMKcUwvU6kZe7dvKwpVzcyQm-WpzSnjX322LzReR7H9hEYWsfBgN3neB2VH4O59zcw55
10
12
6
12
3x6
=6x8 =6x8
3x8
3x6
2x4 =3x8
=3x8
=7x10 =3x4
=3x4
=5x8
4x5
=5x6 4x12
HJC26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26
24 25
1
15 14 20 13 21 12 11 10
9
22 23
16
2
8
7
4 517 18 193 6
T2
B1 B2
4-1-1
16-3-14
4-2-13
12-2-13
4-2-13
20-6-11
1-3-0
26-0-0
4-2-4
24-9-0
3-8-14
8-0-0
4-3-2
4-3-2
1-3-0
26-0-0
3-10-10
8-1-12
4-1-1
16-3-14
4-1-1
12-2-13
4-1-1
20-4-15
4-3-2
4-3-2
4-4-0
24-9-0
0-4-13
0-1-15
Scale = 1:52.6
Plate Offsets (X, Y): [1:0-1-9,0-1-8], [3:0-5-11,Edge], [6:0-4-2,Edge], [9:0-5-8,Edge], [13:0-5-0,0-4-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.46 Vert(LL) -0.10 12-13 >999 360 MT20 220/195
Snow (Pf) 35.0 Lumber DOL 1.15 BC 0.29 Vert(CT) -0.13 12-13 >999 240
TCDL 7.0 Rep Stress Incr NO WB 0.69 Horz(CT) 0.04 9 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL) 0.07 12-13 >999 240
BCDL 7.0 Weight: 386 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS
WEBS 2x4 DF Stud/Std *Except* W4:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
or 2x4 DF-N 1800F 1.6E
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals, and 0-0-0 oc purlins (6-0-0 max.): 3-6. Except:
6-0-0 oc bracing: 3-6
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.REACTIONS (lb/size) 1=2976/0-5-8, (min. 0-1-12), 9=3475/ Mechanical, (min. 0-1-8)
Max Horiz 1=209 (LC 57)
Max Uplift 1=-1223 (LC 12), 9=-1434 (LC 8)
Max Grav 1=3276 (LC 34), 9=3752 (LC 33)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-16=-4672/1790, 2-16=-4492/1810, 2-3=-4480/1882, 3-17=-3515/1509, 4-17=-3516/1508, 4-5=-3954/1581,
5-18=-2758/1102, 18-19=-2753/1102, 6-19=-2751/1103, 6-7=-3040/1203, 7-8=-930/362, 8-9=-3575/1373
BOT CHORD 1-15=-1480/3379, 14-15=-1480/3379, 14-20=-1691/4217, 13-20=-1691/4217, 13-21=-1691/4217, 12-21=-1691/4217,
12-22=-1553/3954, 22-23=-1553/3954, 11-23=-1553/3954, 11-24=-337/861, 24-25=-337/861, 10-25=-337/861
WEBS 2-14=-585/272, 3-14=-1111/2464, 4-14=-1331/480, 4-13=-406/784, 4-12=-529/275, 5-12=-617/1176, 5-11=-2267/905,
6-11=-458/938, 7-11=-1065/2719, 7-10=-2829/1118, 8-10=-1224/3122
NOTES
1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 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 to
distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
5) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully
Exp.; Ct=1.00
6) Unbalanced snow loads have been considered for this design.
7) Provide adequate drainage to prevent water ponding.
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) Refer to girder(s) for truss to truss connections.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1223 lb uplift at joint 1 and 1434 lb uplift at joint 9.
12) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
14) Use USP HJC26 (With 16d nails into Girder & 10d nails into Truss) or equivalent at 8-0-6 from the left end to connect truss(es) J1 (1 ply 2x4 DF or DF-N), HB1 (1 ply 2x4 DF or
DF-N) to front face of bottom chord.
15) Use Simpson Strong-Tie HUS26 (With 1-10d nails into Girder & 1-10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 10-0-12 from the left end to 22-0-12 to
connect truss(es) J1 (1 ply 2x4 DF or DF-N), J1A (1 ply 2x4 DF or DF-N) to front face of bottom chord.
Job Truss Truss Type Qty Ply
19-032464T B01 Half Hip Girder 1 2 Job Reference (optional)
Run: 8.22 S Jul 21 2018 Print: 8.220 S Jul 21 2018 MiTek Industries, Inc. Fri Mar 08 16:14:00 Page: 1
ID:jzF1pDwooumQsYd69Mo0t_zcyQM-WpzSnjX322LzReR7H9hEYWsgfgQhnh62VH4O59zcw55
Continued on page 2
16) Use Simpson Strong-Tie HUS26 (14-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent at 24-0-12 from the left end to connect truss(es) J1B (1 ply 2x4 DF or DF-N) to
front face of bottom chord.
17) Fill all nail holes where hanger is in contact with lumber.
LOAD CASE(S)Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-3=-84, 3-6=-84, 6-8=-84, 1-9=-14
Concentrated Loads (lb)
Vert: 14=-1102 (F), 13=-350 (F), 12=-350 (F), 20=-350 (F), 21=-350 (F), 22=-350 (F), 23=-350 (F), 24=-360 (F), 25=-377 (F)
Job Truss Truss Type Qty Ply
19-032464T B01 Half Hip Girder 1 2 Job Reference (optional)
Run: 8.22 S Jul 21 2018 Print: 8.220 S Jul 21 2018 MiTek Industries, Inc. Fri Mar 08 16:14:00 Page: 2
ID:jzF1pDwooumQsYd69Mo0t_zcyQM-WpzSnjX322LzReR7H9hEYWsgfgQhnh62VH4O59zcw55
10
12
=4x5
=5x6 =8x12
=4x5=5x8
1.5x4
=5x6
1.5x4
1
8 13 7
6
9 12
2 5
3 10 11 4
T2
B1 B3B2
6-0-0
16-0-0
5-1-15
5-1-15
4-10-1
20-10-1
4-10-1
10-0-0
5-1-15
26-0-0
6-3-8
16-1-12
9-10-4
26-0-0
9-10-4
9-10-4
0-4-13
0-1-15
Scale = 1:58.9
Plate Offsets (X, Y): [3:0-3-0,0-2-1], [4:0-9-11,Edge], [7:0-3-0,0-3-4], [8:0-4-0,0-3-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.76 Vert(LL) -0.20 6-7 >999 360 MT20 220/195
Snow (Pf) 35.0 Lumber DOL 1.15 BC 0.51 Vert(CT) -0.36 6-7 >847 240
TCDL 7.0 Rep Stress Incr YES WB 0.51 Horz(CT) 0.06 6 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL) 0.07 6-7 >999 240
BCDL 7.0 Weight: 136 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
*Except* T2:2x6 DF 1800F 1.6E or 2x6 DF SS
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
*Except* W1:2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-5-7 oc purlins,
except
0-0-0 oc purlins (6-0-0 max.): 3-4.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 4-8
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 1=1260/0-5-8, (min. 0-2-1), 6=1260/ Mechanical, (min. 0-1-8)
Max Horiz 1=-217 (LC 8)
Max Uplift 1=-198 (LC 12), 6=-200 (LC 13)
Max Grav 1=1922 (LC 34), 6=1927 (LC 34)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-9=-2496/258, 2-9=-2070/272, 2-3=-1928/265, 3-10=-1255/268, 10-11=-1255/268, 4-11=-1255/268, 4-5=-1942/267,
5-12=-2099/277, 6-12=-2531/263
BOT CHORD 1-8=-258/1748, 8-13=-76/1264, 7-13=-76/1264, 6-7=-119/1797
WEBS 2-8=-646/243, 3-8=-73/569, 4-7=-105/624, 5-7=-699/250
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully
Exp.; Ct=1.00
4) Unbalanced snow loads have been considered for this design.
5) Provide adequate drainage to prevent water ponding.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members, with BCDL = 7.0psf.
8) Refer to girder(s) for truss to truss connections.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 198 lb uplift at joint 1 and 200 lb uplift at joint 6.
10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
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
19-032464T B02 Hip 1 1 Job Reference (optional)
Run: 8.22 S Jul 21 2018 Print: 8.220 S Jul 21 2018 MiTek Industries, Inc. Fri Mar 08 16:14:00 Page: 1
ID:oDHqoP7XFcMEswGK0MbTw3zcyOo-WpzSnjX322LzReR7H9hEYWscwgNJnjs2VH4O59zcw55
10
12
6
12
=5x6
=8x12 5x6
=5x8
3x6
1.5x4 =4x12
3x6
1.5x4
3x4
3x4
=4x8
1
11 10 9 8
7
1352
12
43
T2
B1 B2
0-3-3
14-1-15
1-10-11
13-10-11
5-9-1
19-11-0
6-1-15
6-1-15
5-10-1
12-0-0
6-1-0
26-0-0
1-8-15
13-8-15
5-10-1
12-0-0
6-1-0
26-0-0
6-1-15
6-1-15
6-2-1
19-11-0
0-4-13
0-1-15 0-0-6
Scale = 1:66.1
Plate Offsets (X, Y): [1:0-0-4,Edge], [3:0-9-11,Edge], [7:0-4-14,0-2-3], [10:0-2-12,0-3-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.79 Vert(LL) -0.13 1-11 >999 360 MT20 220/195
Snow (Pf) 35.0 Lumber DOL 1.15 BC 0.67 Vert(CT) -0.16 1-11 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.75 Horz(CT) 0.07 7 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL) 0.05 1-11 >999 240
BCDL 7.0 Weight: 161 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
*Except* T2:2x6 DF 1800F 1.6E or 2x6 DF SS
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
*Except* W1,W7:2x4 DF Stud/Std
SLIDER Right 2x4 DF Stud/Std -- 3-7-13
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-8-6 oc purlins,
except
0-0-0 oc purlins (6-0-0 max.): 3-4.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 3-9
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (lb/size) 1=1260/0-5-8, (min. 0-2-5), 7=1260/ Mechanical, (min. 0-1-8)
Max Horiz 1=-262 (LC 8)
Max Uplift 1=-207 (LC 12), 7=-227 (LC 13)
Max Grav 1=2168 (LC 34), 7=2168 (LC 34)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-2940/284, 2-3=-2063/327, 3-4=-1349/314, 4-12=-1742/305, 5-12=-2080/289, 5-13=-2291/293, 6-13=-2615/291,
6-7=-2939/274
BOT CHORD 1-11=-266/1995, 10-11=-266/1995, 9-10=-79/1320, 8-9=-125/2021, 7-8=-125/2021
WEBS 2-10=-909/285, 3-10=-145/629, 3-9=-212/322, 4-9=-125/566, 5-9=-914/279
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully
Exp.; Ct=1.00
4) Unbalanced snow loads have been considered for this design.
5) Provide adequate drainage to prevent water ponding.
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) Refer to girder(s) for truss to truss connections.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 207 lb uplift at joint 1 and 227 lb uplift at joint 7.
10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
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
19-032464T B03 Hip 1 1 Job Reference (optional)
Run: 8.22 S Jul 21 2018 Print: 8.220 S Jul 21 2018 MiTek Industries, Inc. Fri Mar 08 16:14:01 Page: 1
ID:ZZM8BarXMkosR_HgzF9IpVzcyNt-WpzSnjX322LzReR7H9hEYWsbSgKnng82VH4O59zcw55
10
12
6
12
6x8
5x6
=4x5 1.5x4 =5x8
3x4
=3x6 1.5x4
5x6
1
9 8 12 7
6
5
2
410
11
3
B1 B2
6-11-0
19-7-8
6-2-5
12-8-8
6-6-3
6-6-3
6-4-8
26-0-0
6-4-1
12-10-4
6-4-8
26-0-0
6-6-3
6-6-3
6-9-4
19-7-8
0-4-13
Scale = 1:67.4
Plate Offsets (X, Y): [1:Edge,0-0-4], [2:0-4-0,Edge], [3:0-3-13,0-2-8], [8:0-4-0,0-3-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.70 Vert(LL) -0.08 7-8 >999 360 MT20 220/195
Snow (Pf) 35.0 Lumber DOL 1.15 BC 0.38 Vert(CT) -0.12 1-9 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.44 Horz(CT) 0.03 6 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL) 0.07 1-9 >999 240
BCDL 7.0 Weight: 148 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
*Except* W1,W5,W7:2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-6-8 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 2-8, 4-8
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 1=1256/0-5-8, (min. 0-1-8), 6=1256/ Mechanical, (min. 0-1-8)
Max Horiz 1=283 (LC 12)
Max Uplift 1=-201 (LC 12), 6=-228 (LC 13)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1690/260, 2-10=-1183/273, 3-10=-999/302, 3-11=-864/283, 4-11=-1009/260, 4-5=-1079/214, 5-6=-1216/249
BOT CHORD 1-9=-358/1156, 8-9=-358/1155, 8-12=-132/881, 7-12=-132/881
WEBS 2-8=-596/309, 3-8=-153/540, 4-8=-260/174, 4-7=-467/144, 5-7=-154/1025
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully
Exp.; Ct=1.00
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members, with BCDL = 7.0psf.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 201 lb uplift at joint 1 and 228 lb uplift at joint 6.
9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
19-032464T B04 Roof Special 1 1 Job Reference (optional)
Run: 8.22 S Jul 21 2018 Print: 8.220 S Jul 21 2018 MiTek Industries, Inc. Fri Mar 08 16:14:01 Page: 1
ID:f9140r4ana6c7QwEJczhpWzcyL_-_0Xr_3YhpMTq3o0JrtCT5jOnW4lTWCIBkxqxeczcw54
10
12 5x8
MT20HS 8x12
3x4 2x4
=5x8 =3x4
=3x8
3x6
8x12
1
2
20 19
18
13221716 15 14
12
23 24
1121
25
3 10
4
5 9
6 8
7
B1
B3
1-0-0
-1-0-0
1-0-0
24-6-0
1-10-14
14-10-4
4-2-13
19-1-1
4-4-15
23-6-0
6-3-12
12-11-6
6-7-10
6-7-10
2-0-10
15-0-0
6-3-12
12-11-6
6-7-10
6-7-10
8-6-0
23-6-0
0-4-13
Scale = 1:71.2
Plate Offsets (X, Y): [2:0-1-9,0-1-8], [3:0-3-12,0-3-0], [12:0-2-1,0-1-8], [17:0-2-4,0-3-4]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.45 Vert(LL) -0.05 2-20 >999 360 MT20 220/195
Snow (Pf) 35.0 Lumber DOL 1.15 BC 0.22 Vert(CT) -0.08 2-20 >999 240 MT20HS 165/146
TCDL 7.0 Rep Stress Incr YES WB 0.51 Horz(CT) 0.01 18 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL) 0.05 2-20 >999 240
BCDL 7.0 Weight: 176 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std *Except* W3,W2,W4:2x4 DF 1800F 1.6E or 2x4 DF
No.1&Btr or 2x4 DF-N 1800F 1.6E
OTHERS 2x4 DF Stud/Std *Except* ST3:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
or 2x4 DF-N 1800F 1.6E
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except:
4-8-0 oc bracing: 17-18.
WEBS 1 Row at midpt 7-17
JOINTS 1 Brace at Jt(s): 22, 23, 24
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (lb/size) 2=525/0-5-8, (min. 0-1-8), 18=1959/0-5-8, (min. 0-2-1)
Max Horiz 2=283 (LC 7)
Max Uplift 2=-116 (LC 10), 18=-325 (LC 11)
Max Grav 2=657 (LC 26), 18=1959 (LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-636/239, 3-4=-200/335, 4-5=-101/368, 5-6=-66/369, 6-7=-43/433, 7-8=-39/829, 8-9=-68/863, 9-10=-137/794,
10-11=-74/524, 11-12=-134/458
BOT CHORD 2-20=-154/372, 19-20=-155/371, 17-18=-1944/316, 16-17=-324/181, 15-16=-324/181, 14-15=-324/181, 12-14=-324/181
WEBS 7-19=-316/669, 17-24=-362/198, 24-25=-369/197, 10-25=-262/159, 3-21=-609/335, 21-23=-486/249, 22-23=-570/308,
19-22=-606/333, 17-19=-349/364, 7-17=-1666/298
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult
qualified building designer as per ANSI/TPI 1.
4) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully
Exp.; Ct=1.00
5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads.
6) All plates are MT20 plates unless otherwise indicated.
7) All plates are 1.5x4 MT20 unless otherwise indicated.
8) Gable studs spaced at 2-0-0 oc.
9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 116 lb uplift at joint 2 and 325 lb uplift at joint 18.
12) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
19-032464T C01 Roof Special 1 1 Job Reference (optional)
Run: 8.22 S Jul 21 2018 Print: 8.220 S Jul 21 2018 MiTek Industries, Inc. Fri Mar 08 16:14:01 Page: 1
ID:Gos_vUFkA2xZ_4_opzp41EzdLkG-_0Xr_3YhpMTq3o0JrtCT5jOrT4n5WBBBkxqxeczcw54
10
12 5x8
=3x6 1.5x4
1.5x4
=5x6
=4x5
1.5x4
1.5x4
=5x8
=3x8
4x12
1
2
12 11
10
89
7
3 6
5
4
B1
B3
1-0-0
-1-0-0
1-0-0
24-6-0
1-10-14
14-10-4
4-2-13
19-1-1
4-4-15
23-6-0
6-3-12
12-11-6
6-7-10
6-7-10
2-0-10
15-0-0
6-3-12
12-11-6
6-7-10
6-7-10
8-6-0
23-6-0
0-4-13
Scale = 1:71.2
Plate Offsets (X, Y): [2:0-6-0,0-0-6], [3:0-4-0,0-3-0], [9:0-0-6,0-3-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.46 Vert(LL) -0.12 7-9 >836 360 MT20 220/195
Snow (Pf) 35.0 Lumber DOL 1.15 BC 0.29 Vert(CT) -0.21 7-9 >488 240
TCDL 7.0 Rep Stress Incr YES WB 0.39 Horz(CT) 0.01 10 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL) 0.05 2-12 >999 240
BCDL 7.0 Weight: 145 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std *Except* W2,W3,W5:2x4 DF 1800F 1.6E or 2x4 DF
No.1&Btr or 2x4 DF-N 1800F 1.6E
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 3-11, 4-9
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (lb/size) 2=829/0-5-8, (min. 0-1-8), 7=526/0-5-8, (min. 0-1-8),
10=1126/0-5-8, (min. 0-1-8)
Max Horiz 2=283 (LC 7)
Max Uplift 2=-153 (LC 10), 7=-124 (LC 11), 10=-199 (LC 10)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-856/171, 3-4=-343/216, 6-7=-419/106
BOT CHORD 2-12=-193/595, 11-12=-193/594, 9-10=-1119/185, 5-9=-256/192
WEBS 6-9=-309/205, 3-11=-564/311, 4-11=-240/276, 4-9=-502/143, 9-11=-70/316
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully
Exp.; Ct=1.00
4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 153 lb uplift at joint 2, 199 lb uplift at joint 10 and 124 lb uplift at joint 7.
8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
19-032464T C02 Roof Special 1 1 Job Reference (optional)
Run: 8.22 S Jul 21 2018 Print: 8.220 S Jul 21 2018 MiTek Industries, Inc. Fri Mar 08 16:14:01 Page: 1
ID:TwewlGvspAN?VkwwBvdFUfzcyEl-_0Xr_3YhpMTq3o0JrtCT5jOrP4m_WC6Bkxqxeczcw54
10
12 5x8
=3x6
=3x6 1.5x4
1.5x4
=4x12
1.5x4
1.5x4
=5x8
=3x8
1
2
11 10
9
8
7
3 6
5
4
B1
B3
1-0-0
-1-0-0
1-10-14
14-10-4
4-2-13
19-1-1
4-4-15
23-6-0
6-3-12
12-11-6
6-7-10
6-7-10
2-0-10
15-0-0
6-3-12
12-11-6
6-7-10
6-7-10
8-6-0
23-6-0
0-4-13
Scale = 1:71.2
Plate Offsets (X, Y): [2:0-6-0,0-0-6], [3:0-4-0,0-3-0], [7:0-6-0,0-0-6]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.46 Vert(LL) -0.12 7-8 >836 360 MT20 220/195
Snow (Pf) 35.0 Lumber DOL 1.15 BC 0.29 Vert(CT) -0.21 7-8 >481 240
TCDL 7.0 Rep Stress Incr YES WB 0.35 Horz(CT) 0.01 9 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL) 0.05 2-11 >999 240
BCDL 7.0 Weight: 143 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std *Except* W2,W3,W5:2x4 DF 1800F 1.6E or 2x4 DF
No.1&Btr or 2x4 DF-N 1800F 1.6E
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 3-10, 4-8
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (lb/size) 2=828/0-5-8, (min. 0-1-8), 7=404/0-5-8, (min. 0-1-8),
9=1137/0-5-8, (min. 0-1-8)
Max Horiz 2=292 (LC 7)
Max Uplift 2=-149 (LC 10), 7=-74 (LC 11), 9=-210 (LC 10)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-855/156, 3-4=-342/201, 6-7=-398/95
BOT CHORD 2-11=-202/587, 10-11=-202/586, 8-9=-1131/196, 5-8=-251/190, 7-8=-19/251
WEBS 6-8=-321/212, 3-10=-564/311, 4-10=-220/274, 4-8=-505/143, 8-10=-62/298
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully
Exp.; Ct=1.00
4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 74 lb uplift at joint 7, 149 lb uplift at joint 2 and 210 lb uplift at joint 9.
8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
19-032464T C03 Roof Special 2 1 Job Reference (optional)
Run: 8.22 S Jul 21 2018 Print: 8.220 S Jul 21 2018 MiTek Industries, Inc. Fri Mar 08 16:14:01 Page: 1
ID:GRwegyGAu5xKOiKO6Md_unzcyBi-_0Xr_3YhpMTq3o0JrtCT5jOrP4mxWDcBkxqxeczcw54
10
12
=5x6
1.5x4
3x4 =3x4=3x4
5x8
1
2
8 9 7 10 11
6
3
5
4
B1
0-2-0
13-1-6
1-0-0
-1-0-0
6-3-12
12-11-6
6-7-10
6-7-10
1-9-2
14-10-8
6-1-10
14-10-8
8-8-14
8-8-14
0-4-13
Scale = 1:72.5
Plate Offsets (X, Y): [2:0-1-9,0-1-8], [3:0-4-0,0-3-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.47 Vert(LL) -0.11 2-7 >999 360 MT20 220/195
Snow (Pf) 35.0 Lumber DOL 1.15 BC 0.35 Vert(CT) -0.20 2-7 >873 240
TCDL 7.0 Rep Stress Incr YES WB 0.54 Horz(CT) 0.01 6 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL) 0.07 2-7 >999 240
BCDL 7.0 Weight: 99 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
*Except* W1:2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or 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, 4-6
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 2=827/0-5-8, (min. 0-1-8), 6=705/ Mechanical, (min. 0-1-8)
Max Horiz 2=438 (LC 10)
Max Uplift 2=-68 (LC 10), 6=-284 (LC 10)
Max Grav 2=827 (LC 1), 6=799 (LC 18)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-828/8, 3-4=-632/143
BOT CHORD 2-8=-288/584, 8-9=-288/584, 7-9=-288/584
WEBS 4-7=-290/770, 3-7=-493/352, 4-6=-748/329
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully
Exp.; Ct=1.00
4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members, with BCDL = 7.0psf.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 68 lb uplift at joint 2 and 284 lb uplift at joint 6.
9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
19-032464T C04 Roof Special 5 1 Job Reference (optional)
Run: 8.22 S Jul 21 2018 Print: 8.220 S Jul 21 2018 MiTek Industries, Inc. Fri Mar 08 16:14:01 Page: 1
ID:Vi0uifo8mIME2J7f7uu37rzcyB1-_0Xr_3YhpMTq3o0JrtCT5jOrA4l?WAgBkxqxeczcw54
10
12
=4x5
=3x4 =3x4 =3x4
131
2
23 22 21 20 19 18 17 16 15 14
12
113
104
95
86
7
B1 B2
1-0-0
-1-0-0
1-0-0
22-6-0
10-9-0
21-6-0
10-9-0
10-9-0
21-6-0
0-4-13
Scale = 1:63.1
Plate Offsets (X, Y): [2:0-2-1,0-1-8], [12:0-2-1,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.13 Vert(LL) n/a - n/a 999 MT20 220/195
Snow (Pf) 35.0 Lumber DOL 1.15 BC 0.08 Vert(CT) n/a - n/a 999
TCDL 7.0 Rep Stress Incr YES WB 0.13 Horz(CT) 0.01 12 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH
BCDL 7.0 Weight: 133 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
OTHERS 2x4 DF Stud/Std *Except* ST5,ST4:2x4 DF 1800F 1.6E or 2x4 DF
No.1&Btr or 2x4 DF-N 1800F 1.6E
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 7-18
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS All bearings 21-6-0.
(lb) - Max Horiz 2=-258 (LC 8)
Max Uplift All uplift 100 (lb) or less at joint(s) 2, 12, 15, 18, 22 except
14=-136 (LC 11), 16=-111 (LC 11), 17=-101 (LC 11), 19=-104
(LC 10), 20=-109 (LC 10), 23=-137 (LC 10)
Max Grav All reactions 250 (lb) or less at joint(s) 12, 15, 16, 17, 18, 19,
20, 22 except 2=252 (LC 19), 14=255 (LC 19), 23=256 (LC 18)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult
qualified building designer as per ANSI/TPI 1.
4) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully
Exp.; Ct=1.00
5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads.
6) All plates are 1.5x4 MT20 unless otherwise indicated.
7) Gable requires continuous bottom chord bearing.
8) Gable studs spaced at 2-0-0 oc.
9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 18, 22, 15, 12 except (jt=lb) 19=103, 20=109, 23=137,
17=101, 16=110, 14=136.
12) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
19-032464T D01 Common 1 1 Job Reference (optional)
Run: 8.22 S Jul 21 2018 Print: 8.220 S Jul 21 2018 MiTek Industries, Inc. Fri Mar 08 16:14:01 Page: 1
ID:0uQPOhpyU9MFCFiTKlAayuzdLC_-_0Xr_3YhpMTq3o0JrtCT5jOwU4pGWG4Bkxqxeczcw54
10
12
4x5
3x43x4=5x6 =3x4
1.5x41.5x4
1
2
8 9 10 7
6
3 5
4
B1 B2
1-0-0
-1-0-0
5-2-9
10-9-0
5-2-9
15-11-9
5-6-7
21-6-0
5-6-7
5-6-7
6-11-6
14-2-11
7-3-5
21-6-0
7-3-5
7-3-5
0-4-13
Scale = 1:64.3
Plate Offsets (X, Y): [2:0-1-9,0-1-8], [6:0-1-9,0-1-8], [8:0-3-0,0-3-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.31 Vert(LL) -0.10 7-8 >999 360 MT20 220/195
Snow (Pf) 35.0 Lumber DOL 1.15 BC 0.28 Vert(CT) -0.13 7-8 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.30 Horz(CT) 0.02 6 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL) 0.05 6-7 >999 240
BCDL 7.0 Weight: 108 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
*Except* W1:2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-5-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (lb/size) 2=1146/0-5-8, (min. 0-1-8), 6=1028/0-5-8, (min. 0-1-8)
Max Horiz 2=250 (LC 7)
Max Uplift 2=-209 (LC 10), 6=-171 (LC 11)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1342/230, 3-4=-1171/336, 4-5=-1181/343, 5-6=-1350/230
BOT CHORD 2-8=-220/978, 8-9=-35/639, 9-10=-35/639, 7-10=-35/639, 6-7=-111/920
WEBS 4-7=-237/583, 5-7=-382/289, 4-8=-228/566, 3-8=-375/285
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully
Exp.; Ct=1.00
4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members, with BCDL = 7.0psf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 171 lb uplift at joint 6 and 209 lb uplift at joint 2.
8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
19-032464T D02 Common 1 1 Job Reference (optional)
Run: 8.22 S Jul 21 2018 Print: 8.220 S Jul 21 2018 MiTek Industries, Inc. Fri Mar 08 16:14:02 Page: 1
ID:NsEIROs5Ih_YI0bR7ImlfyzdLBv-SC5DCPYJafbhhybWOajidxx3MT6KFhfLzaZVA2zcw53
10
12
4x5
3x43x4=5x6 =3x4
1.5x41.5x4
1
2
8 9 10 7
6
3 5
4
B1 B2
1-0-0
-1-0-0
5-2-9
15-11-9
5-2-9
10-9-0
5-6-7
5-6-7
5-6-7
21-6-0
6-11-6
14-2-11
7-3-5
21-6-0
7-3-5
7-3-5
0-4-13
Scale = 1:64.3
Plate Offsets (X, Y): [2:0-1-9,0-1-8], [6:0-1-9,0-1-8], [8:0-3-0,0-3-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.33 Vert(LL) -0.10 7-8 >999 360 MT20 220/195
Snow (Pf) 35.0 Lumber DOL 1.15 BC 0.30 Vert(CT) -0.13 7-8 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.31 Horz(CT) 0.03 6 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL) 0.05 6-7 >999 240
BCDL 7.0 Weight: 108 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
*Except* W1:2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-3-14 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (lb/size) 2=1154/0-5-8, (min. 0-1-8), 6=1036/ Mechanical, (min. 0-1-8)
Max Horiz 2=250 (LC 7)
Max Uplift 2=-210 (LC 10), 6=-174 (LC 11)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1355/232, 3-4=-1183/338, 4-5=-1209/347, 5-6=-1375/233
BOT CHORD 2-8=-221/986, 8-9=-36/647, 9-10=-36/647, 7-10=-36/647, 6-7=-115/949
WEBS 4-7=-242/610, 5-7=-406/294, 4-8=-228/566, 3-8=-375/285
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully
Exp.; Ct=1.00
4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members, with BCDL = 7.0psf.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 174 lb uplift at joint 6 and 210 lb uplift at joint 2.
9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
19-032464T D03 Common 9 1 Job Reference (optional)
Run: 8.22 S Jul 21 2018 Print: 8.220 S Jul 21 2018 MiTek Industries, Inc. Fri Mar 08 16:14:02 Page: 1
ID:GdTpGmwcMwUzneuCM8rhpozdLBr-SC5DCPYJafbhhybWOajidxx28T64FhYLzaZVA2zcw53
10
12 5x6
=4x5 1.5x4
=3x63x4=5x6 =3x8
=3x4
1
2
9 8 10 11
7
3
4 5 6
T3
B1 B2
1-0-0
-1-0-0
4-9-7
16-5-1
5-7-14
11-7-10
5-11-12
5-11-12
5-0-15
21-6-0
5-9-10
11-9-6
5-11-12
5-11-12
9-8-10
21-6-0
0-4-13
Scale = 1:67.1
Plate Offsets (X, Y): [2:0-1-9,0-1-8], [3:0-3-0,0-3-4], [4:0-3-4,0-2-0], [9:0-3-0,0-3-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.36 Vert(LL) -0.38 7-8 >669 360 MT20 220/195
Snow (Pf) 35.0 Lumber DOL 1.15 BC 0.58 Vert(CT) -0.53 7-8 >475 240
TCDL 7.0 Rep Stress Incr YES WB 0.39 Horz(CT) 0.02 7 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL) 0.04 2-9 >999 240
BCDL 7.0 Weight: 136 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
*Except* W1:2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-4-10 oc purlins,
except end verticals, and 0-0-0 oc purlins (6-0-0 max.): 4-6. Except:
6-0-0 oc bracing: 4-6
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 6-7, 5-7
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 2=1150/0-5-8, (min. 0-1-8), 7=1032/ Mechanical, (min. 0-1-8)
Max Horiz 2=429 (LC 10)
Max Uplift 2=-158 (LC 10), 7=-252 (LC 7)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1352/133, 3-4=-911/137, 4-5=-569/176
BOT CHORD 2-9=-391/908, 8-9=-391/907, 8-10=-111/410, 10-11=-111/410, 7-11=-111/410
WEBS 3-8=-454/286, 5-8=-160/454, 5-7=-895/248
NOTES
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully
Exp.; Ct=1.00
3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members, with BCDL = 7.0psf.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 252 lb uplift at joint 7 and 158 lb uplift at joint 2.
9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
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
19-032464T D04 Half Hip 1 1 Job Reference (optional)
Run: 8.22 S Jul 21 2018 Print: 8.220 S Jul 21 2018 MiTek Industries, Inc. Fri Mar 08 16:14:02 Page: 1
ID:ZEwtJzCfiIWafKkpmAGJoszdLBT-SC5DCPYJafbhhybWOajidxx2fT1cFfMLzaZVA2zcw53
10
12
5x6
1.5x43x4=5x6 =3x4
=4x8 1.5x4
=4x8
=3x6
1
2
10 9 11 8 12
7
3
4 5 6
T3
B1 B2
1-0-0
-1-0-0
5-0-9
16-5-7
5-6-8
11-4-14
5-10-6
5-10-6
5-0-9
21-6-0
4-10-13
16-5-7
5-0-9
21-6-0
5-8-4
11-6-10
5-10-6
5-10-6
0-4-13
Scale = 1:66.4
Plate Offsets (X, Y): [2:0-1-9,0-1-8], [3:0-3-0,0-3-4], [4:0-6-4,0-2-0], [10:0-3-0,0-3-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.34 Vert(LL) -0.04 8-9 >999 360 MT20 220/195
Snow (Pf) 35.0 Lumber DOL 1.15 BC 0.25 Vert(CT) -0.06 2-10 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.36 Horz(CT) 0.02 7 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL) 0.04 2-10 >999 240
BCDL 7.0 Weight: 147 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
*Except* W1:2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-4-12 oc purlins,
except end verticals, and 0-0-0 oc purlins (6-0-0 max.): 4-6. Except:
6-0-0 oc bracing: 4-6
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 6-7, 4-8, 5-8
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 2=1150/0-5-8, (min. 0-1-8), 7=1032/ Mechanical, (min. 0-1-8)
Max Horiz 2=421 (LC 10)
Max Uplift 2=-160 (LC 10), 7=-252 (LC 7)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1360/133, 3-4=-913/147, 4-5=-430/104, 5-6=-429/105, 6-7=-999/268
BOT CHORD 2-10=-385/914, 9-10=-385/913, 9-11=-184/578, 8-11=-184/578
WEBS 3-9=-469/272, 4-9=-132/438, 4-8=-355/184, 5-8=-477/196, 6-8=-228/933
NOTES
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully
Exp.; Ct=1.00
3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members, with BCDL = 7.0psf.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 252 lb uplift at joint 7 and 160 lb uplift at joint 2.
9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
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
19-032464T D05 Half Hip 2 1 Job Reference (optional)
Run: 8.22 S Jul 21 2018 Print: 8.220 S Jul 21 2018 MiTek Industries, Inc. Fri Mar 08 16:14:02 Page: 1
ID:vCjmMgGoXq8sm5cnZksUVvzdLBO-SC5DCPYJafbhhybWOajidxx2zT7sFgnLzaZVA2zcw53
6
12
5x8
=4x5
7x106x12=8x124x12
4x8
=7x10
6x8
=12x12
=8x12
HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26
1
14 15 11 16 1710 18 19 9 20 21 22 8 23 24 25
7
12
2
3
4
13
5 6
T3
B1 B2
HW1
4-6-12
9-11-15
4-6-12
14-6-11
4-6-12
19-1-7
5-5-4
5-5-4
4-4-1
23-5-8
4-2-5
23-5-8
4-6-12
9-11-15
4-6-12
14-6-11
4-8-8
19-3-3
5-5-4
5-5-4
0-4-3
Scale = 1:63.3
Plate Offsets (X, Y): [1:0-4-7,Edge], [2:0-3-4,0-3-0], [6:0-5-8,Edge], [7:Edge,0-5-8], [9:0-5-0,0-4-4], [10:0-6-0,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.94 Vert(LL) -0.26 10-11 >999 360 MT20 220/195
Snow (Pf) 35.0 Lumber DOL 1.15 BC 0.99 Vert(CT) -0.35 10-11 >793 240
TCDL 7.0 Rep Stress Incr NO WB 0.91 Horz(CT) 0.08 7 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL) 0.12 10-11 >999 240
BCDL 7.0 Weight: 352 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS
WEBS 2x4 DF Stud/Std *Except* W9:2x6 DF 1800F 1.6E or 2x6 DF SS,
W5,W6,W7,W8:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N
1800F 1.6E
WEDGE Left: 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-6-7 oc purlins,
except end verticals, and 0-0-0 oc purlins (6-0-0 max.): 5-6.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 6-7, 4-8
REACTIONS (lb/size) 1=6861/0-5-8, (min. 0-3-15), 7=7647/0-5-8, (min. 0-4-4)
Max Horiz 1=389 (LC 48)
Max Uplift 1=-1233 (LC 12), 7=-1666 (LC 12)
Max Grav 1=7383 (LC 31), 7=7947 (LC 31)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-12=-13490/2193, 2-12=-13401/2203, 2-3=-10083/1651, 3-4=-6725/1120, 4-13=-3196/559, 5-13=-3023/568,
5-6=-2717/543, 6-7=-6518/1315
BOT CHORD 1-14=-2288/11938, 14-15=-2288/11938, 11-15=-2288/11938, 11-16=-2274/11857, 16-17=-2274/11857,
10-17=-2274/11857, 10-18=-1699/8883, 18-19=-1699/8883, 9-19=-1699/8883, 9-20=-1137/5890, 20-21=-1137/5890,
21-22=-1137/5890, 8-22=-1137/5890
WEBS 2-11=-447/2757, 2-10=-3476/672, 3-10=-711/4111, 3-9=-4418/830, 4-9=-998/5741, 4-8=-5847/1092, 5-8=-271/1016,
6-8=-1394/6989
NOTES
1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-6-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc.
Web connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to
distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
4) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully
Exp.; Ct=1.00
5) Unbalanced snow loads have been considered for this design.
6) Provide adequate drainage to prevent water ponding.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members, with BCDL = 7.0psf.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1666 lb uplift at joint 7 and 1233 lb uplift at joint 1.
10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
12) Use Simpson Strong-Tie HUS26 (14-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 1-6-12 from the left end to 17-6-12 to connect
truss(es) D03 (1 ply 2x4 DF or DF-N) to back face of bottom chord.
13) Use Simpson Strong-Tie HUS26 (With 1-10d nails into Girder & 1-10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 19-6-12 from the left end to 22-10-12
to connect truss(es) D04 (1 ply 2x4 DF or DF-N), D05 (1 ply 2x4 DF or DF-N) to back face of bottom chord.
Job Truss Truss Type Qty Ply
19-032464T DG1 Monopitch Girder 1 2 Job Reference (optional)
Run: 8.22 S Jul 21 2018 Print: 8.220 S Jul 21 2018 MiTek Industries, Inc. Fri Mar 08 16:14:02 Page: 1
ID:Cu95Nu64PbmPoShrC3tOjYzcyAc-SC5DCPYJafbhhybWOajidxxveTxBFXCLzaZVA2zcw53
Continued on page 2
14) Fill all nail holes where hanger is in contact with lumber.
LOAD CASE(S)Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-5=-84, 5-6=-84, 1-7=-14
Concentrated Loads (lb)
Vert: 11=-1022 (B), 8=-1018 (B), 14=-1022 (B), 15=-1022 (B), 16=-1022 (B), 17=-1022 (B), 18=-1022 (B), 19=-1022 (B), 20=-1022 (B), 22=-1022 (B), 24=-1018
(B), 25=-1022 (B)
Job Truss Truss Type Qty Ply
19-032464T DG1 Monopitch Girder 1 2 Job Reference (optional)
Run: 8.22 S Jul 21 2018 Print: 8.220 S Jul 21 2018 MiTek Industries, Inc. Fri Mar 08 16:14:02 Page: 2
ID:Cu95Nu64PbmPoShrC3tOjYzcyAc-SC5DCPYJafbhhybWOajidxxveTxBFXCLzaZVA2zcw53
10
12
=4x5
=3x4 =3x4
1 11
2
18 17 16 15 14 13 12
10
3 9
4 8
5 7
6
B1
1-0-0
16-7-8
1-0-0
-1-0-0
7-9-12
7-9-12
7-9-12
15-7-8
15-7-8
0-4-13
Scale = 1:53.9
Plate Offsets (X, Y): [2:0-2-1,0-1-8], [10:0-2-1,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.13 Vert(LL) n/a - n/a 999 MT20 220/195
Snow (Pf) 35.0 Lumber DOL 1.15 BC 0.07 Vert(CT) n/a - n/a 999
TCDL 7.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.00 10 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH
BCDL 7.0 Weight: 86 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
OTHERS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS All bearings 15-7-8.
(lb) - Max Horiz 2=194 (LC 9)
Max Uplift All uplift 100 (lb) or less at joint(s) 2, 10, 12, 18 except 13=-111
(LC 11), 14=-105 (LC 11), 16=-107 (LC 10), 17=-110 (LC 10)
Max Grav All reactions 250 (lb) or less at joint(s) 12, 13, 14, 15, 16, 17,
18 except 2=255 (LC 16), 10=255 (LC 16)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult
qualified building designer as per ANSI/TPI 1.
4) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully
Exp.; Ct=1.00
5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads.
6) All plates are 1.5x4 MT20 unless otherwise indicated.
7) Gable requires continuous bottom chord bearing.
8) Gable studs spaced at 2-0-0 oc.
9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10, 18, 12 except (jt=lb) 16=106, 17=109, 14=104,
13=110.
12) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
19-032464T E01 Common 1 1 Job Reference (optional)
Run: 8.22 S Jul 21 2018 Print: 8.220 S Jul 21 2018 MiTek Industries, Inc. Fri Mar 08 16:14:02 Page: 1
ID:6IZAc7PaSA6MVloDQKnF0uzcy8y-SC5DCPYJafbhhybWOajidxx5ET9YFkaLzaZVA2zcw53
10
12
=5x6
=5x6 =5x61.5x4
1 5
2
7 6 8
4
3
B1
1-0-0
16-7-8
1-0-0
-1-0-0
7-9-12
7-9-12
7-9-12
15-7-8
7-9-12
7-9-12
7-9-12
15-7-8
0-4-13
Scale = 1:55
Plate Offsets (X, Y): [2:0-0-4,Edge], [4:0-0-4,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.69 Vert(LL) -0.12 4-6 >999 360 MT20 220/195
Snow (Pf) 35.0 Lumber DOL 1.15 BC 0.47 Vert(CT) -0.18 4-6 >994 240
TCDL 7.0 Rep Stress Incr YES WB 0.17 Horz(CT) 0.01 4 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL) 0.12 2-6 >999 240
BCDL 7.0 Weight: 61 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-0-8 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (lb/size) 2=854/0-5-8, (min. 0-1-8), 4=854/0-5-8, (min. 0-1-8)
Max Horiz 2=194 (LC 9)
Max Uplift 2=-160 (LC 10), 4=-160 (LC 11)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-882/174, 3-4=-882/174
BOT CHORD 2-7=-26/585, 6-7=-26/585, 6-8=-26/585, 4-8=-26/585
WEBS 3-6=0/380
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully
Exp.; Ct=1.00
4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members, with BCDL = 7.0psf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 160 lb uplift at joint 2 and 160 lb uplift at joint 4.
8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
19-032464T E02 Roof Special 1 1 Job Reference (optional)
Run: 8.22 S Jul 21 2018 Print: 8.220 S Jul 21 2018 MiTek Industries, Inc. Fri Mar 08 16:14:03 Page: 1
ID:SFM3grSiGilfcWgACtNQjyzcy8t-wOfbPlZxLzjXI69iyIExA8U8CtPa_A0UBEJ2iUzcw52
10
12
12
12
=4x5
3x4 5x6
=5x6 =5x6
5x6 3x4
3x6
3x6
3x6
3x6
=3x8
1 9
2 8
1014
1213 11
73
64
5
B1 B1
B3
1-0-0
16-7-8
1-0-0
-1-0-0
1-3-8
13-9-12
1-3-8
3-1-4
1-9-12
15-7-8
1-9-12
1-9-12
4-8-8
7-9-12
4-8-8
12-6-4
1-0-0
13-8-0
1-0-0
2-11-8
1-11-8
15-7-8
1-11-8
1-11-8
4-10-4
7-9-12
4-10-4
12-8-0
0-4-13 1-0-0
Scale = 1:56
Plate Offsets (X, Y): [2:0-1-9,0-1-8], [8:0-1-9,0-1-8], [10:0-2-8,Edge], [14:0-2-8,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.20 Vert(LL) -0.04 11-12 >999 360 MT20 220/195
Snow (Pf) 35.0 Lumber DOL 1.15 BC 0.20 Vert(CT) -0.06 11-12 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.29 Horz(CT) 0.05 8 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL) 0.02 12-13 >999 240
BCDL 7.0 Weight: 85 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-5-5 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (lb/size) 2=854/0-5-8, (min. 0-1-8), 8=854/0-5-8, (min. 0-1-8)
Max Horiz 2=194 (LC 9)
Max Uplift 2=-160 (LC 10), 8=-160 (LC 11)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-941/136, 3-4=-1408/284, 4-5=-805/148, 5-6=-805/179, 6-7=-1408/205, 7-8=-941/139
BOT CHORD 2-14=-144/631, 13-14=-179/817, 12-13=-278/1127, 11-12=-113/1095, 10-11=-68/781, 8-10=-56/602
WEBS 6-11=0/311, 7-11=-68/632, 7-10=-530/52, 4-13=-27/333, 3-13=-165/639, 3-14=-549/129, 5-12=-85/482, 4-12=-645/287,
6-12=-613/229
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully
Exp.; Ct=1.00
4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 160 lb uplift at joint 2 and 160 lb uplift at joint 8.
8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
19-032464T E03 Roof Special 1 1 Job Reference (optional)
Run: 8.22 S Jul 21 2018 Print: 8.220 S Jul 21 2018 MiTek Industries, Inc. Fri Mar 08 16:14:03 Page: 1
ID:AAzrmGa_wm?Ep3R5ozYm73zcy8j-wOfbPlZxLzjXI69iyIExA8UFvtTr_85UBEJ2iUzcw52
10
12
12
124x12
6x8
4x8
=7x10
=12x12 =12x12
=MT20HS 8x12
=12x12
6x8
5x6
7x10
5x6
HUS26
HUS28 HUS28 HUS28 HUS28 HUS28
HUS26
1 7
13 812
1710 1514 16 911
62
53
4
B1 B1
B3
HW1
1-3-8
13-9-12
1-3-8
3-1-4
1-9-12
1-9-12
1-9-12
15-7-8
4-8-8
7-9-12
4-8-8
12-6-4
1-0-0
13-8-0
1-0-0
2-11-8
1-11-8
15-7-8
1-11-8
1-11-8
4-3-4
7-2-12
5-5-4
12-8-0
0-4-13 1-0-0
Scale = 1:52
Plate Offsets (X, Y): [1:0-2-9,0-1-11], [4:0-5-0,0-3-0], [7:Edge,0-2-3], [8:0-10-0,0-3-8], [10:0-6-0,0-6-4], [11:0-6-0,Edge], [12:0-8-0,0-3-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.63 Vert(LL) -0.21 9-10 >876 360 MT20 220/195
Snow (Pf) 35.0 Lumber DOL 1.15 BC 0.71 Vert(CT) -0.27 9-10 >680 240 MT20HS 165/146
TCDL 7.0 Rep Stress Incr NO WB 0.69 Horz(CT) 0.19 7 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL) 0.08 9-10 >999 240
BCDL 7.0 Weight: 209 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x8 DF 1950F 1.7E or 2x8 DF SS *Except* B1:2x6 DF 1800F 1.6E or
2x6 DF SS
WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
*Except* W6,W1,W4:2x4 DF Stud/Std
WEDGE Left: 2x6 DF SS or 1800F 1.6E
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-1-13 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) 1=7148/0-5-8, (min. 0-3-13), 7=5360/0-5-8, (min. 0-2-14)
Max Horiz 1=-170 (LC 6)
Max Uplift 1=-1128 (LC 10), 7=-927 (LC 11)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-9680/1554, 2-3=-14218/2389, 3-4=-7595/1262, 4-5=-6351/1093, 5-6=-12936/2191, 6-7=-8031/1378
BOT CHORD 1-13=-1188/6922, 12-13=-1202/7031, 11-12=-1423/8397, 11-14=-1822/10397, 10-14=-1819/10372, 10-15=-1563/9429,
15-16=-1566/9449, 9-16=-1568/9463, 9-17=-1292/7642, 8-17=-1137/6901, 7-8=-962/5728
WEBS 4-10=-1388/8416, 5-10=-4811/1003, 5-9=-883/5267, 6-9=-803/4923, 6-8=-4205/681, 3-10=-4922/997, 3-11=-912/5680,
2-11=-832/4623, 2-12=-3824/677
NOTES
1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 2 rows staggered at 0-6-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc, 2x8 - 2 rows staggered at 0-4-0 oc.
Web connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to
distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
5) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully
Exp.; Ct=1.00
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.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1128 lb uplift at joint 1 and 927 lb uplift at joint 7.
10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
11) Use Simpson Strong-Tie HUS26 (14-10d Girder, 4-10d Truss) or equivalent at 1-2-12 from the left end to connect truss(es) A03 (1 ply 2x4 DF or DF-N) to front face of bottom
chord.
12) Use Simpson Strong-Tie HUS28 (With 1-10d nails into Girder & 1-10d nails into Truss) or equivalent at 2-11-8 from the left end to connect truss(es) A04 (1 ply 2x4 DF or DF-N)
to front face of bottom chord.
13) Use Simpson Strong-Tie HUS28 (22-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 5-2-12 from the left end to 11-2-12 to connect
truss(es) A05 (1 ply 2x4 DF or DF-N), A06 (1 ply 2x4 DF or DF-N), A07 (1 ply 2x4 DF or DF-N), A08 (1 ply 2x4 DF or DF-N) to front face of bottom chord.
14) Use Simpson Strong-Tie HUS26 (With 1-10d nails into Girder & 1-10d nails into Truss) or equivalent at 13-2-12 from the left end to connect truss(es) A09 (1 ply 2x4 DF or DF-
N) to front face of bottom chord.
Job Truss Truss Type Qty Ply
19-032464T E04 Roof Special 1 2 Job Reference (optional)
Run: 8.22 S Jul 21 2018 Print: 8.220 S Jul 21 2018 MiTek Industries, Inc. Fri Mar 08 16:14:03 Page: 1
ID:Eydy8CyNm93Pnt9cXin6YbzdaZc-wOfbPlZxLzjXI69iyIExA8U9EtLv_2tUBEJ2iUzcw52
Continued on page 2
15) Fill all nail holes where hanger is in contact with lumber.
16) WARNING: The following hangers are manually applied but fail due to geometric considerations: HUS28 on front face at 2-11-8 from the left end, HUS26 on front face at
13-2-12 from the left end.
LOAD CASE(S)Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-4=-84, 4-7=-84, 1-12=-14, 11-12=-14, 9-11=-14, 8-9=-14, 7-8=-14
Concentrated Loads (lb)
Vert: 11=-1562 (F), 10=-1908 (F), 13=-1902 (F), 14=-1668 (F), 15=-1813 (F), 16=-1147 (F), 17=-1023 (F)
Job Truss Truss Type Qty Ply
19-032464T E04 Roof Special 1 2 Job Reference (optional)
Run: 8.22 S Jul 21 2018 Print: 8.220 S Jul 21 2018 MiTek Industries, Inc. Fri Mar 08 16:14:03 Page: 2
ID:Eydy8CyNm93Pnt9cXin6YbzdaZc-wOfbPlZxLzjXI69iyIExA8U9EtLv_2tUBEJ2iUzcw52
10
12
4x8
=3x4 =3x4
3x8 3x8
1111713
2
18 16 15 14 12
102022
93
842119
75
6
B1
HW1 HW1
1-0-0
-1-0-0
1-0-0
16-0-0
7-6-0
7-6-0
7-6-0
15-0-0
0-1-12
12-0-0
0-1-12
3-1-12
3-0-0
15-0-0
3-0-0
3-0-0
8-8-8
11-10-4
0-4-13
Scale = 1:54.1
Plate Offsets (X, Y): [2:0-2-1,0-1-8], [10:0-2-1,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.13 Vert(LL) 0.00 16-17 >999 360 MT20 220/195
Snow (Pf) 35.0 Lumber DOL 1.15 BC 0.10 Vert(CT) 0.00 16-17 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.14 Horz(CT) 0.00 13 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL) 0.00 13-14 >999 240
BCDL 7.0 Weight: 102 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
OTHERS 2x4 DF Stud/Std
WEDGE Left: 2x6 DF SS or 1800F 1.6E
Right: 2x6 DF SS or 1800F 1.6E
BRACING
TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
JOINTS 1 Brace at Jt(s): 19, 21
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 9-0-0. except 13=0-3-8
(lb) - Max Horiz 17=-185 (LC 8)
Max Uplift All uplift 100 (lb) or less at joint(s) 17 except 13=-115 (LC 11),
14=-121 (LC 11), 16=-123 (LC 10)
Max Grav All reactions 250 (lb) or less at joint(s) 16 except 13=476 (LC
27), 14=259 (LC 19), 15=261 (LC 1), 17=473 (LC 26)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-143/396, 3-4=-71/427, 4-5=-18/416, 5-6=-29/405, 6-7=-28/393, 7-8=-19/418, 8-9=-70/427, 9-10=-142/396
BOT CHORD 2-18=-278/164, 17-18=-278/164, 12-13=-279/164, 10-12=-279/164
WEBS 6-21=-276/70, 13-22=-373/57, 17-20=-368/79, 6-19=-292/98, 14-21=-263/159
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult
qualified building designer as per ANSI/TPI 1.
4) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully
Exp.; Ct=1.00
5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads.
6) All plates are 1.5x4 MT20 unless otherwise indicated.
7) Gable studs spaced at 2-0-0 oc.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17 except (jt=lb) 16=122, 14=121, 13=115.
11) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
19-032464T F01 Common 1 1 Job Reference (optional)
Run: 8.22 S Jul 21 2018 Print: 8.220 S Jul 21 2018 MiTek Industries, Inc. Fri Mar 08 16:14:03 Page: 1
ID:zVqrONZH_M?KJsFNCezS5xzcy4t-wOfbPlZxLzjXI69iyIExA8UG_tVQ_ASUBEJ2iUzcw52
10
12
5x8
5x6 5x61.5x4 1.5x4
51
2
7 8 9 6
4
3
B1HW1 HW1
1-0-0
-1-0-0
1-0-0
16-0-0
7-6-0
7-6-0
7-6-0
15-0-0
3-3-12
3-3-12
3-3-12
15-0-0
8-4-8
11-8-4
0-4-13
Scale = 1:54.1
Plate Offsets (X, Y): [2:0-1-4,Edge], [3:0-4-14,0-2-8], [4:0-1-4,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.55 Vert(LL) -0.12 6-7 >870 360 MT20 220/195
Snow (Pf) 35.0 Lumber DOL 1.15 BC 0.52 Vert(CT) -0.17 6-7 >598 240
TCDL 7.0 Rep Stress Incr YES WB 0.22 Horz(CT) 0.00 4 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL) -0.04 6-7 >999 240
BCDL 7.0 Weight: 72 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEDGE Left: 2x4 DF Stud/Std
Right: 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 3-5-8. except 7=0-3-8, 6=0-3-8
(lb) - Max Horiz 2=-187 (LC 8)
Max Uplift All uplift 100 (lb) or less at joint(s) 2, 6, 7 except 4=-109 (LC 11)
Max Grav All reactions 250 (lb) or less at joint(s) except 2=380 (LC 1),
4=380 (LC 1), 6=469 (LC 19), 7=490 (LC 18)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-318/130, 3-4=-318/110
BOT CHORD 7-8=-45/250, 8-9=-45/250, 6-9=-45/250
WEBS 3-6=-277/80, 3-7=-277/57
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully
Exp.; Ct=1.00
4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members, with BCDL = 7.0psf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 7, 6 except (jt=lb) 4=109.
8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
19-032464T F02 Common 1 1 Job Reference (optional)
Run: 8.22 S Jul 21 2018 Print: 8.220 S Jul 21 2018 MiTek Industries, Inc. Fri Mar 08 16:14:03 Page: 1
ID:wsz4nGg3t6eZTbLwToVg1pzdLou-wOfbPlZxLzjXI69iyIExA8UAStOr_9CUBEJ2iUzcw52
10
12
=4x5
=3x4 =3x4
1 11
2
18 17 16 15 14 13 12
10
3 9
4 8
5 7
6
B1
1-0-0
15-5-8
1-0-0
-1-0-0
7-2-12
14-5-8
7-2-12
7-2-12
14-5-8
0-4-13
Scale = 1:52
Plate Offsets (X, Y): [2:0-2-1,0-1-8], [10:0-2-1,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.13 Vert(LL) n/a - n/a 999 MT20 220/195
Snow (Pf) 35.0 Lumber DOL 1.15 BC 0.07 Vert(CT) n/a - n/a 999
TCDL 7.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 10 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH
BCDL 7.0 Weight: 78 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
OTHERS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS All bearings 14-5-8.
(lb) - Max Horiz 2=181 (LC 9)
Max Uplift All uplift 100 (lb) or less at joint(s) 2, 10, 12, 18 except 13=-113
(LC 11), 14=-105 (LC 11), 16=-106 (LC 10), 17=-115 (LC 10)
Max Grav All reactions 250 (lb) or less at joint(s) 12, 13, 14, 15, 16, 17,
18 except 2=276 (LC 16), 10=273 (LC 16)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult
qualified building designer as per ANSI/TPI 1.
4) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully
Exp.; Ct=1.00
5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads.
6) All plates are 1.5x4 MT20 unless otherwise indicated.
7) Gable requires continuous bottom chord bearing.
8) Gable studs spaced at 2-0-0 oc.
9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10, 18, 12 except (jt=lb) 16=106, 17=115, 14=105,
13=113.
12) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
19-032464T G01 Common 1 1 Job Reference (optional)
Run: 8.22 S Jul 21 2018 Print: 8.220 S Jul 21 2018 MiTek Industries, Inc. Fri Mar 08 16:14:03 Page: 1
ID:LF0iOTVjl0crzCK4xAqRSBzcy14-wOfbPlZxLzjXI69iyIExA8UG_tVq_B8UBEJ2iUzcw52
10
12
=5x6
=5x6=5x6 1.5x4
1
2
6 5 7
4
3
B1
1-0-0
-1-0-0
7-2-12
14-5-8
7-2-12
7-2-12
7-2-12
14-5-8
7-2-12
7-2-12
0-4-13
Scale = 1:53.2
Plate Offsets (X, Y): [2:0-0-4,Edge], [4:0-0-4,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL) -0.10 4-5 >999 360 MT20 220/195
Snow (Pf) 35.0 Lumber DOL 1.15 BC 0.46 Vert(CT) -0.15 4-5 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.15 Horz(CT) 0.01 4 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL) 0.10 4-5 >999 240
BCDL 7.0 Weight: 55 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-4-6 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (lb/size) 2=802/0-5-8, (min. 0-1-8), 4=681/0-5-8, (min. 0-1-8)
Max Horiz 2=174 (LC 9)
Max Uplift 2=-151 (LC 10), 4=-113 (LC 11)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-810/165, 3-4=-804/162
BOT CHORD 2-6=-38/522, 5-6=-38/522, 5-7=-38/522, 4-7=-38/522
WEBS 3-5=0/343
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully
Exp.; Ct=1.00
4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members, with BCDL = 7.0psf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 113 lb uplift at joint 4 and 151 lb uplift at joint 2.
8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
19-032464T G02 Common 2 1 Job Reference (optional)
Run: 8.22 S Jul 21 2018 Print: 8.220 S Jul 21 2018 MiTek Industries, Inc. Fri Mar 08 16:14:03 Page: 1
ID:APNzfWaULsN?h7nEIRxrhSzcy1_-wOfbPlZxLzjXI69iyIExA8U9vtPg_AHUBEJ2iUzcw52
10
12
=5x6
5x85x81.5x4
1
2
6 7 5 8
4
3
B1
HW1HW1
1-0-0
-1-0-0
7-2-12
14-5-8
7-2-12
7-2-12
1-3-12
1-3-12
5-11-0
7-2-12
7-2-12
14-5-8
0-4-13
Scale = 1:53.2
Plate Offsets (X, Y): [2:0-1-3,Edge], [4:0-1-3,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.60 Vert(LL) -0.11 4-5 >999 360 MT20 220/195
Snow (Pf) 35.0 Lumber DOL 1.15 BC 0.52 Vert(CT) -0.17 4-5 >939 240
TCDL 7.0 Rep Stress Incr YES WB 0.13 Horz(CT) 0.01 4 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL) 0.11 4-5 >999 240
BCDL 7.0 Weight: 58 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std
WEDGE Left: 2x6 DF SS or 1800F 1.6E
Right: 2x6 DF SS or 1800F 1.6E
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-5-3 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 2=490/1-5-8, (min. 0-1-8), 4=663/0-5-8, (min. 0-1-8),
6=333/0-3-8, (min. 0-1-8)
Max Horiz 2=174 (LC 7)
Max Uplift 2=-83 (LC 11), 4=-112 (LC 11), 6=-188 (LC 10)
Max Grav 2=508 (LC 19), 4=663 (LC 1), 6=401 (LC 18)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-787/162, 3-4=-753/128
BOT CHORD 2-6=-13/479, 6-7=-13/479, 5-7=-13/479, 5-8=-13/479, 4-8=-13/479
WEBS 3-5=0/304
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully
Exp.; Ct=1.00
4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members, with BCDL = 7.0psf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 112 lb uplift at joint 4, 83 lb uplift at joint 2 and 188 lb uplift at joint 6.
8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
19-032464T G03 Common 1 1 Job Reference (optional)
Run: 8.22 S Jul 21 2018 Print: 8.220 S Jul 21 2018 MiTek Industries, Inc. Fri Mar 08 16:14:04 Page: 1
ID:IvfuNzkdHs09l7GkYfgujBzcy0n-OaDzc4aZ6HrOwFkuW?lAjM0KTHj6jdsdQu2bEwzcw51
10
12
=5x6
=5x6
=5x61.5x4
1
5 4 6
3
2
B1
7-2-12
7-2-12
7-2-12
14-5-8
7-2-12
14-5-8
7-2-12
7-2-12
0-4-13
Scale = 1:50.1
Plate Offsets (X, Y): [1:0-0-4,Edge], [3:0-0-4,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.62 Vert(LL) -0.11 1-4 >999 360 MT20 220/195
Snow (Pf) 35.0 Lumber DOL 1.15 BC 0.49 Vert(CT) -0.16 1-4 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.15 Horz(CT) 0.01 3 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL) 0.11 1-4 >999 240
BCDL 7.0 Weight: 54 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-0-8 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (lb/size) 1=694/ Mechanical, (min. 0-1-8), 3=694/0-5-8, (min. 0-1-8)
Max Horiz 1=-159 (LC 6)
Max Uplift 1=-116 (LC 10), 3=-115 (LC 11)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-823/168, 2-3=-828/169
BOT CHORD 1-5=-44/541, 4-5=-44/541, 4-6=-44/541, 3-6=-44/541
WEBS 2-4=0/351
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully
Exp.; Ct=1.00
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members, with BCDL = 7.0psf.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 116 lb uplift at joint 1 and 115 lb uplift at joint 3.
8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
19-032464T G04 Common 1 1 Job Reference (optional)
Run: 8.22 S Jul 21 2018 Print: 8.220 S Jul 21 2018 MiTek Industries, Inc. Fri Mar 08 16:14:04 Page: 1
ID:etTnRgom6OeRru9iLDF4QFzcy0i-OaDzc4aZ6HrOwFkuW?lAjM0K8HkWjdTdQu2bEwzcw51
10
12
=3x6
4x12
7x10=3x4
1.5x4
=12x12
4x8
4x12
HGUS26-2 HUS26 HUS26
HUS26
1
8 7 6 10
5
9
4
2
3
B1
HW2
0-2-0
7-2-12
2-4-12
14-5-8
3-3-7
7-0-12
3-9-5
3-9-5
4-10-0
12-0-12
1-9-8
8-1-8
2-4-12
14-5-8
3-11-4
12-0-12
6-4-0
6-4-0
0-4-13 0-6-0
Scale = 1:50.1
Plate Offsets (X, Y): [5:0-3-13,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL) -0.11 6-7 >999 360 MT20 220/195
Snow (Pf) 35.0 Lumber DOL 1.15 BC 0.84 Vert(CT) -0.14 6-7 >999 240
TCDL 7.0 Rep Stress Incr NO WB 0.86 Horz(CT) 0.03 5 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL) 0.05 6-7 >999 240
BCDL 7.0 Weight: 172 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS
WEBS 2x4 DF Stud/Std *Except* W2:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
or 2x4 DF-N 1800F 1.6E
WEDGE Right: 2x6 DF SS or 1800F 1.6E
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-3-11 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) 1=3302/ Mechanical, (min. 0-1-8), 5=7133/0-5-8, (min. 0-3-13)
Max Horiz 1=157 (LC 32)
Max Uplift 1=-854 (LC 10), 5=-1501 (LC 11)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-4959/1311, 2-3=-4760/1329, 3-4=-6060/1645, 4-5=-9904/2078
BOT CHORD 1-8=-1031/3712, 7-8=-905/3581, 7-9=-1520/7314, 6-9=-1520/7314, 6-10=-1520/7314, 5-10=-1520/7314
WEBS 3-8=-129/280, 2-8=-255/194, 3-7=-1739/6427, 4-7=-3086/508, 4-6=-484/3910
NOTES
1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc.
Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-4-0 oc.
Web connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to
distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
5) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully
Exp.; Ct=1.00
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) Refer to girder(s) for truss to truss connections.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 854 lb uplift at joint 1 and 1501 lb uplift at joint 5.
10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
11) Use Simpson Strong-Tie HGUS26-2 (20-10d Girder, 8-10d Truss) or equivalent at 8-1-8 from the left end to connect truss(es) B01 (2 ply 2x6 DF) to back face of bottom chord.
12) Use Simpson Strong-Tie HUS26 (14-10d Girder, 4-10d Truss) or equivalent at 10-0-12 from the left end to connect truss(es) B02 (1 ply 2x4 DF or DF-N) to back face of bottom
chord.
13) Use Simpson Strong-Tie HUS26 (14-10d Girder, 6-10d Truss, Single Ply Girder) or equivalent at 12-0-12 from the left end to connect truss(es) B03 (1 ply 2x4 DF or DF-N) to
back face of bottom chord.
14) Use Simpson Strong-Tie HUS26 (With 1-10d nails into Girder & 1-10d nails into Truss) or equivalent at 12-11-4 from the left end to connect truss(es) B04 (1 ply 2x4 DF or DF-
N) to back face of bottom chord.
15) Fill all nail holes where hanger is in contact with lumber.
LOAD CASE(S)Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Job Truss Truss Type Qty Ply
19-032464T G05 Common 1 2 Job Reference (optional)
Run: 8.22 S Jul 21 2018 Print: 8.220 S Jul 21 2018 MiTek Industries, Inc. Fri Mar 08 16:14:04 Page: 1
ID:etTnRgom6OeRru9iLDF4QFzcy0i-OaDzc4aZ6HrOwFkuW?lAjM0NXHe6jSNdQu2bEwzcw51
Continued on page 2
Uniform Loads (lb/ft)
Vert: 1-3=-84, 3-5=-84, 1-5=-14
Concentrated Loads (lb)
Vert: 7=-3738 (B), 6=-2154 (B), 9=-1913 (B), 10=-1242 (B)
Job Truss Truss Type Qty Ply
19-032464T G05 Common 1 2 Job Reference (optional)
Run: 8.22 S Jul 21 2018 Print: 8.220 S Jul 21 2018 MiTek Industries, Inc. Fri Mar 08 16:14:04 Page: 2
ID:etTnRgom6OeRru9iLDF4QFzcy0i-OaDzc4aZ6HrOwFkuW?lAjM0NXHe6jSNdQu2bEwzcw51
10
12
=2x4
=4x5
=2x41.5x41.5x4
1.5x4
1.5x4
1.5x4
1
8 7 6
5
42
3
B1
4-0-0
4-0-0
4-0-0
8-0-0
8-0-0
0-4-13
Scale = 1:38.8
Plate Offsets (X, Y): [1:0-2-1,0-1-0], [5:0-2-1,0-1-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.05 Vert(LL) n/a - n/a 999 MT20 220/195
Snow (Pf) 35.0 Lumber DOL 1.15 BC 0.02 Vert(TL) n/a - n/a 999
TCDL 7.0 Rep Stress Incr YES WB 0.06 Horiz(TL) 0.00 5 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-P
BCDL 7.0 Weight: 34 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
OTHERS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS All bearings 8-0-0.
(lb) - Max Horiz 1=-89 (LC 6)
Max Uplift All uplift 100 (lb) or less at joint(s) 1 except 6=-134 (LC 11),
8=-135 (LC 10)
Max Grav All reactions 250 (lb) or less at joint(s) 1, 5, 6, 7, 8
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult
qualified building designer as per ANSI/TPI 1.
4) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully
Exp.; Ct=1.00
5) Gable requires continuous bottom chord bearing.
6) Gable studs spaced at 2-0-0 oc.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 8=134, 6=133.
10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
19-032464T H01 Common 1 1 Job Reference (optional)
Run: 8.22 S Jul 21 2018 Print: 8.220 S Jul 21 2018 MiTek Industries, Inc. Fri Mar 08 16:14:04 Page: 1
ID:DDiUBEz61nqA0ilelm54G4zcxWB-OaDzc4aZ6HrOwFkuW?lAjM0TxHrtjfydQu2bEwzcw51
10
12
5x8
4x8
5x87x10
HUS26 HGUS26-2 HUS26
1
5 4 6
3
2
B1
4-0-0
4-0-0
4-0-0
8-0-0
4-0-0
8-0-0
4-0-0
4-0-0
0-4-13
Scale = 1:40
Plate Offsets (X, Y): [1:0-2-13,0-2-8], [3:0-2-13,0-2-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.52 Vert(LL) -0.05 1-4 >999 360 MT20 220/195
Snow (Pf) 35.0 Lumber DOL 1.15 BC 0.61 Vert(CT) -0.07 1-4 >999 240
TCDL 7.0 Rep Stress Incr NO WB 0.55 Horz(CT) 0.02 3 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-P Wind(LL) 0.03 1-4 >999 240
BCDL 7.0 Weight: 36 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS
WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-2-10 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (lb/size) 1=2619/0-5-8, (min. 0-2-13), 3=2460/0-5-8, (min. 0-2-10)
Max Horiz 1=-87 (LC 8)
Max Uplift 1=-590 (LC 10), 3=-534 (LC 11)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-3296/766, 2-3=-3296/766
BOT CHORD 1-5=-535/2413, 4-5=-535/2413, 4-6=-535/2413, 3-6=-535/2413
WEBS 2-4=-888/3925
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully
Exp.; Ct=1.00
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 590 lb uplift at joint 1 and 534 lb uplift at joint 3.
7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
8) Use Simpson Strong-Tie HUS26 (14-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent spaced at 3-10-8 oc max. starting at 2-0-12 from the left end to 5-11-4 to connect
truss(es) G04 (1 ply 2x4 DF or DF-N), J1B (1 ply 2x4 DF or DF-N) to front face of bottom chord.
9) Use Simpson Strong-Tie HGUS26-2 (With 1-10d nails into Girder & 1-10d nails into Truss) or equivalent at 3-10-8 from the left end to connect truss(es) G05 (2 ply 2x4 DF or
DF-N) to front face of bottom chord.
10) Fill all nail holes where hanger is in contact with lumber.
11) WARNING: The following hangers are manually applied but fail due to geometric considerations: HGUS26-2 on front face at 3-10-8 from the left end.
12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S)Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-2=-84, 2-3=-84, 1-3=-14
Concentrated Loads (lb)
Vert: 4=-3288 (F), 5=-680 (F), 6=-372 (F)
Job Truss Truss Type Qty Ply
19-032464T H02 Common 1 1 Job Reference (optional)
Run: 8.22 S Jul 21 2018 Print: 8.220 S Jul 21 2018 MiTek Industries, Inc. Fri Mar 08 16:14:04 Page: 1
ID:Kj_Owh7GznTK4hE80_q7IqzcxW_-OaDzc4aZ6HrOwFkuW?lAjM0LaHihjXDdQu2bEwzcw51
5.14
12
5x6
3x4
=8x123x82x4=6x8
5x6
Special
Special
Special
Special
Special
Special
Special
Special
TJC37
Special Special
Special
Special
Special Special SpecialSpecial
1 22 23 24
2
19 20 21 9 8 25 26
7
6
10
11 12
3
13
14 15 16
4
17
18
5
B1
1-11-5
-1-11-5
4-10-11
10-3-3
5-2-3
15-5-5
5-4-8
5-4-8
0-3-4
15-5-5
4-10-11
10-3-3
4-10-15
15-2-1
5-4-8
5-4-8
0-4-13
Scale = 1:55.2
Plate Offsets (X, Y): [3:0-3-0,0-3-0], [5:0-3-0,0-0-8], [8:0-3-8,0-4-4]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.70 Vert(LL) -0.11 8-9 >999 360 MT20 220/195
Snow (Pf) 35.0 Lumber DOL 1.15 BC 0.54 Vert(CT) -0.13 8-9 >999 240
TCDL 7.0 Rep Stress Incr NO WB 0.60 Horz(CT) -0.03 5 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL) 0.06 8-9 >999 240
BCDL 7.0 Weight: 90 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS
WEBS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-11-10 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 8-3-13 oc bracing.
WEBS 1 Row at midpt 4-7
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 2=1471/0-10-11, (min. 0-1-10), 5=242/ Mechanical, (min.
0-1-8), 7=1571/ Mechanical, (min. 0-1-8)
Max Horiz 2=296 (LC 12)
Max Uplift 2=-476 (LC 12), 5=-155 (LC 12), 7=-636 (LC 12)
Max Grav 2=1506 (LC 19), 5=319 (LC 36), 7=1642 (LC 19)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-10=-2633/847, 10-11=-2543/852, 11-12=-2519/846, 3-12=-2479/840, 3-13=-1857/604, 13-14=-1778/574,
14-15=-1770/599, 15-16=-1746/600, 4-16=-1665/565
BOT CHORD 2-19=-968/2311, 19-20=-968/2311, 20-21=-968/2311, 9-21=-968/2311, 9-22=-964/2300, 22-23=-964/2300,
23-24=-964/2300, 8-24=-964/2300, 8-25=-667/1634, 25-26=-667/1634, 7-26=-667/1634
WEBS 3-9=-111/307, 3-8=-749/330, 4-8=-450/1365, 4-7=-2170/884
NOTES
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully
Exp.; Ct=1.00
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 155 lb uplift at joint 5, 636 lb uplift at joint 7 and 476 lb uplift at joint 2.
9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
10) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
11) Use Simpson Strong-Tie TJC37 (N1) or equivalent at 7-8-4 from the left end to connect truss(es) J3A (1 ply 2x4 DF or DF-N) to back face of top chord, skewed 59.0 deg.to the
right, sloping 0.0 deg. down.
12) WARNING: The following hangers are manually applied but fail due to geometric considerations: TJC37 on back face at 7-8-4 from the left end.
13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 61 lb down and 107 lb up at 2-1-11, 95 lb down and 38 lb up at 3-9-10, 82
lb down and 44 lb up at 4-5-10, 104 lb down and 93 lb up at 6-9-10, 128 lb down and 138 lb up at 9-1-10, and 182 lb down and 176 lb up at 11-5-10, and 142 lb down and
119 lb up at 13-9-10 on top chord, and at 2-1-11, 6 lb down at 3-9-10, 4 lb down at 4-5-10, 15 lb down at 6-9-10, 568 lb down and 322 lb up at 7-8-4, 35 lb down at 9-1-10,
56 lb down at 11-5-10, and 600 lb down and 196 lb up at 11-6-14, and 124 lb down and 83 lb up at 13-9-10 on bottom chord. The design/selection of such connection device
(s) is the responsibility of others.
14) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S)Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (lb/ft)
Job Truss Truss Type Qty Ply
19-032464T HA1 Diagonal Hip Girder 1 1 Job Reference (optional)
Run: 8.22 S Jul 21 2018 Print: 8.220 S Jul 21 2018 MiTek Industries, Inc. Fri Mar 08 16:14:04 Page: 1
ID:EO9nyetS3eBfZYzwT_n?Wqzd_C1-OaDzc4aZ6HrOwFkuW?lAjM0JuHjnjWSdQu2bEwzcw51
Continued on page 2
Vert: 1-5=-84, 2-6=-14
Concentrated Loads (lb)
Vert: 10=18 (F), 13=-14 (F), 14=-19 (B), 16=-71 (F), 17=-125 (F), 18=-85 (F), 22=-6 (F), 23=-568 (B), 24=-15 (F), 25=-623 (F=-23, B=-600), 26=-124 (F)
Job Truss Truss Type Qty Ply
19-032464T HA1 Diagonal Hip Girder 1 1 Job Reference (optional)
Run: 8.22 S Jul 21 2018 Print: 8.220 S Jul 21 2018 MiTek Industries, Inc. Fri Mar 08 16:14:04 Page: 2
ID:EO9nyetS3eBfZYzwT_n?Wqzd_C1-OaDzc4aZ6HrOwFkuW?lAjM0JuHjnjWSdQu2bEwzcw51
7.07
12
2x4
=6x83x6
3x6
1.5x4 =3x4
3x6
HJC28
HJC28
HJC28
HJC28 HJC28 HJC28
HJC28
HJC28
HJC28
TJC37 HJC28 HJC28
1 15
2
10 9 16
8
714
11
3
12
4
13
56
B1
1-5-0
-1-5-0
3-6-4
7-5-4
3-10-15
3-10-15
3-9-12
11-3-0
0-3-4
11-3-0
3-6-4
7-5-4
3-6-8
10-11-12
3-10-15
3-10-15
0-4-13
Scale = 1:55.3
Plate Offsets (X, Y): [2:0-1-3,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL) 0.02 2-10 >999 360 MT20 220/195
Snow (Pf) 35.0 Lumber DOL 1.15 BC 0.21 Vert(CT) -0.02 9-10 >999 240
TCDL 7.0 Rep Stress Incr NO WB 0.41 Horz(CT) 0.01 8 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL) 0.01 9-10 >999 240
BCDL 7.0 Weight: 65 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or 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) 2=782/0-7-6, (min. 0-1-8), 8=772/ Mechanical, (min. 0-1-8)
Max Horiz 2=301 (LC 10)
Max Uplift 2=-222 (LC 10), 8=-465 (LC 10)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-11=-934/412, 3-11=-783/345, 3-12=-614/357, 4-12=-433/216
BOT CHORD 2-14=-417/655, 10-14=-417/655, 10-15=-417/655, 9-15=-417/655, 9-16=-288/441, 8-16=-288/441
WEBS 3-9=-280/156, 4-9=-27/314, 4-8=-696/455
NOTES
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully
Exp.; Ct=1.00
3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 465 lb uplift at joint 8 and 222 lb uplift at joint 2.
8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
9) Use USP HJC28 (N1) or equivalent spaced at 2-9-15 oc max. starting at 2-9-8 from the left end to 8-5-6 to connect truss(es) J1G (1 ply 2x4 DF or DF-N), J1E (1 ply 2x4 DF or
DF-N), J1C (1 ply 2x4 DF or DF-N) to front face of top chord.
10) Use USP HJC28 (N1) or equivalent spaced at 2-9-15 oc max. starting at 2-9-8 from the left end to 8-5-6 to connect truss(es) J1G (1 ply 2x4 DF or DF-N), J1E (1 ply 2x4 DF or
DF-N), J1C (1 ply 2x4 DF or DF-N) to front face of bottom chord.
11) Use USP HJC28 (N1) or equivalent spaced at 2-9-15 oc max. starting at 2-9-8 from the left end to 8-5-6 to connect truss(es) J1G (1 ply 2x4 DF or DF-N), J1F (1 ply 2x4 DF or
DF-N), J1D (1 ply 2x4 DF or DF-N) to back face of top chord.
12) Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent at 2-9-8 from the left end to connect truss(es) J1G (1 ply 2x4 DF or DF-N) to back face of bottom chord, skewed
45.0 deg.to the right, sloping 0.0 deg. down.
13) Use USP HJC28 (N1) or equivalent spaced at 2-9-15 oc max. starting at 5-7-7 from the left end to 8-5-6 to connect truss(es) J1F (1 ply 2x4 DF or DF-N), J1D (1 ply 2x4 DF or
DF-N) to back face of bottom chord.
14) Fill all nail holes where hanger is in contact with lumber.
15) WARNING: The following hangers are manually applied but fail due to geometric considerations: HJC28 on front face at 2-9-8 from the left end.
16) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S)Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-5=-84, 5-6=-84, 2-7=-14
Concentrated Loads (lb)
Job Truss Truss Type Qty Ply
19-032464T HB1 Diagonal Hip Girder 1 1 Job Reference (optional)
Run: 8.22 S Jul 21 2018 Print: 8.220 S Jul 21 2018 MiTek Industries, Inc. Fri Mar 08 16:14:04 Page: 1
ID:N0R8mVsfzM87mnl9MpCrAwzcyQR-OaDzc4aZ6HrOwFkuW?lAjM0NUHotjZXdQu2bEwzcw51
Continued on page 2
Vert: 12=-52 (F=-16, B=-36), 13=-227 (F=-107, B=-120), 15=-12 (F=-6, B=-6), 16=-40 (F=-20, B=-20)
Job Truss Truss Type Qty Ply
19-032464T HB1 Diagonal Hip Girder 1 1 Job Reference (optional)
Run: 8.22 S Jul 21 2018 Print: 8.220 S Jul 21 2018 MiTek Industries, Inc. Fri Mar 08 16:14:04 Page: 2
ID:N0R8mVsfzM87mnl9MpCrAwzcyQR-OaDzc4aZ6HrOwFkuW?lAjM0NUHotjZXdQu2bEwzcw51
9.37
12
3x4
=4x5
17 16 15 14 13 12 11
10
1
2
3
4
5
9
86
7
B1
2-8-1412-1-14
14-10-12
Scale = 1:44.7
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.05 Vert(LL) n/a - n/a 999 MT20 220/195
Snow (Pf) 35.0 Lumber DOL 1.15 BC 0.01 Vert(TL) n/a - n/a 999
TCDL 7.0 Rep Stress Incr YES WB 0.14 Horiz(TL) 0.00 10 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH
BCDL 7.0 Weight: 106 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std
OTHERS 2x4 DF Stud/Std *Except* ST6,ST5:2x4 DF 1800F 1.6E or 2x4 DF
No.1&Btr or 2x4 DF-N 1800F 1.6E
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 7-12
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS All bearings 14-10-12.
(lb) - Max Horiz 1=327 (LC 10)
Max Uplift All uplift 100 (lb) or less at joint(s) 1, 10, 11, 12, 14, 15, 16
except 13=-103 (LC 10), 17=-102 (LC 10)
Max Grav All reactions 250 (lb) or less at joint(s) 1, 10, 11, 12, 13, 14, 15,
16, 17
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-386/197, 2-3=-310/169
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully
Exp.; Ct=1.00
4) All plates are 1.5x4 MT20 unless otherwise indicated.
5) Gable requires continuous bottom chord bearing.
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) 1, 10, 12, 14, 15, 16, 11 except (jt=lb) 13=103, 17=102.
9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
19-032464T HF-A1 Lay-In Gable 1 1 Job Reference (optional)
Run: 8.22 S Jul 21 2018 Print: 8.220 S Jul 21 2018 MiTek Industries, Inc. Fri Mar 08 16:14:05 Page: 1
ID:lN071sFqJge2KY?wR3rpPszd_Cr-tnnLqQbCtazFYPJ54jHPFZZelhBAS4wnfYo9nNzcw50
9.37
12
15.62
12
3x4 3x4
6x8
1
12 11 10 9 8
7
2
3
6
4
5
B1
4-7-67-8-5
12-3-12
Scale = 1:31.5
Plate Offsets (X, Y): [5:0-2-11,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.06 Vert(LL) n/a - n/a 999 MT20 220/195
Snow (Pf) 35.0 Lumber DOL 1.15 BC 0.06 Vert(TL) n/a - n/a 999
TCDL 7.0 Rep Stress Incr YES WB 0.09 Horiz(TL) 0.00 7 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH
BCDL 7.0 Weight: 60 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
OTHERS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS All bearings 12-3-12.
(lb) - Max Horiz 1=160 (LC 7)
Max Uplift All uplift 100 (lb) or less at joint(s) 1, 7, 10, 12 except 8=-244
(LC 11), 11=-101 (LC 10)
Max Grav All reactions 250 (lb) or less at joint(s) 1, 7, 9, 10, 11, 12 except
8=299 (LC 18)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully
Exp.; Ct=1.00
4) All plates are 1.5x4 MT20 unless otherwise indicated.
5) Gable requires continuous bottom chord bearing.
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) 1, 7, 10, 12 except (jt=lb) 11=100, 8=243.
9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
19-032464T HF-B1 Lay-In Gable 1 1 Job Reference (optional)
Run: 8.22 S Jul 21 2018 Print: 8.220 S Jul 21 2018 MiTek Industries, Inc. Fri Mar 08 16:14:05 Page: 1
ID:t9qTK7ceFuQnx9HhBMOrdBzd_CN-tnnLqQbCtazFYPJ54jHPFZZeZhBWS5hnfYo9nNzcw50
10
12
1.5x4
=3x4=2x4
1.5x4
1
2
5
3
4
B1
1-0-0
-1-0-0
3-10-1
8-0-0
4-1-15
4-1-15
8-0-0
0-4-13
Scale = 1:54.5
Plate Offsets (X, Y): [2:0-2-1,0-1-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL) -0.18 2-5 >516 360 MT20 220/195
Snow (Pf) 35.0 Lumber DOL 1.15 BC 0.41 Vert(CT) -0.30 2-5 >303 240
TCDL 7.0 Rep Stress Incr YES WB 0.13 Horz(CT) 0.00 5 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-P
BCDL 7.0 Weight: 42 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or 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) 2=494/0-5-8, (min. 0-1-8), 5=364/ Mechanical, (min. 0-1-8)
Max Horiz 2=299 (LC 10)
Max Uplift 2=-14 (LC 10), 5=-204 (LC 10)
Max Grav 2=494 (LC 1), 5=372 (LC 18)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-373/0
WEBS 3-5=-287/220
NOTES
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully
Exp.; Ct=1.00
3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 204 lb uplift at joint 5 and 14 lb uplift at joint 2.
8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
19-032464T J1 Jack-Closed 15 1 Job Reference (optional)
Run: 8.22 S Jul 21 2018 Print: 8.220 S Jul 21 2018 MiTek Industries, Inc. Fri Mar 08 16:14:05 Page: 1
ID:oMjjjfZn8J73bJN0GXNGEtzdLHT-tnnLqQbCtazFYPJ54jHPFZZbAh51S40nfYo9nNzcw50
10
12
3x4
=4x5
2x4
2x4
=3x4
1.5x4
1
6
5
2
4
3
B1
3-9-5
3-9-5
3-5-7
7-2-12
0-9-4
8-0-0
0-9-4
8-0-0
7-2-12
7-2-12
0-4-13
Scale = 1:50.1
Plate Offsets (X, Y): [1:0-1-9,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.46 Vert(LL) -0.06 1-6 >999 360 MT20 220/195
Snow (Pf) 35.0 Lumber DOL 1.15 BC 0.20 Vert(CT) -0.12 1-6 >789 240
TCDL 7.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.00 5 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL) 0.04 1-6 >999 240
BCDL 7.0 Weight: 47 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or 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=374/0-5-8, (min. 0-1-8), 5=374/ Mechanical, (min. 0-1-8)
Max Horiz 1=236 (LC 10)
Max Uplift 1=-1 (LC 10), 5=-171 (LC 10)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-375/0
BOT CHORD 1-6=-157/252
WEBS 2-6=-301/198
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully
Exp.; Ct=1.00
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 lb uplift at joint 1 and 171 lb uplift at joint 5.
8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
19-032464T J1A Jack-Closed 1 1 Job Reference (optional)
Run: 8.22 S Jul 21 2018 Print: 8.220 S Jul 21 2018 MiTek Industries, Inc. Fri Mar 08 16:14:05 Page: 1
ID:lqyAPbPifpy7_3jTNEeh3ezdLGN-tnnLqQbCtazFYPJ54jHPFZZXLh8CS5CnfYo9nNzcw50
10
12
=3x6
=4x5
=3x4
1.5x4
1
6 5
2
4
3
B1
3-5-7
7-2-12
3-9-5
3-9-5
0-9-4
8-0-0
0-9-4
8-0-0
7-2-12
7-2-12
0-4-13
Scale = 1:50.1
Plate Offsets (X, Y): [1:0-6-0,0-0-6]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL) -0.15 1-6 >631 360 MT20 220/195
Snow (Pf) 35.0 Lumber DOL 1.15 BC 0.51 Vert(CT) -0.27 1-6 >347 240
TCDL 7.0 Rep Stress Incr YES WB 0.13 Horz(CT) 0.00 5 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-P Wind(LL) 0.13 1-6 >740 240
BCDL 7.0 Weight: 39 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or 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 (lb/size) 1=386/ Mechanical, (min. 0-1-8), 5=391/ Mechanical, (min.
0-1-8)
Max Horiz 1=237 (LC 10)
Max Uplift 1=-6 (LC 10), 5=-167 (LC 10)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-343/8
WEBS 2-6=-323/206
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully
Exp.; Ct=1.00
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6 lb uplift at joint 1 and 167 lb uplift at joint 5.
8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
19-032464T J1B Jack-Closed 1 1 Job Reference (optional)
Run: 8.22 S Jul 21 2018 Print: 8.220 S Jul 21 2018 MiTek Industries, Inc. Fri Mar 08 16:14:05 Page: 1
ID:_62RRIwgX1N0fgWkOmvmJizdLFi-tnnLqQbCtazFYPJ54jHPFZZbeh4QS43nfYo9nNzcw50
10
12
=2x4
1
2
4
3
B1
1-0-0
-1-0-0
5-11-11
5-11-11
5-11-11
0-4-13
Scale = 1:48.1
Plate Offsets (X, Y): [2:0-2-1,0-1-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.51 Vert(LL) -0.05 2-4 >999 360 MT20 220/195
Snow (Pf) 35.0 Lumber DOL 1.15 BC 0.21 Vert(CT) -0.09 2-4 >733 240
TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-P
BCDL 7.0 Weight: 21 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-11-11 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 2=402/0-5-8, (min. 0-1-8), 3=226/ Mechanical, (min. 0-1-8),
4=40/ Mechanical, (min. 0-1-8)
Max Horiz 2=233 (LC 10)
Max Uplift 2=-20 (LC 10), 3=-175 (LC 10)
Max Grav 2=402 (LC 1), 3=233 (LC 18), 4=97 (LC 5)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully
Exp.; Ct=1.00
3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 175 lb uplift at joint 3 and 20 lb uplift at joint 2.
8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
19-032464T J1C Jack-Open 1 1 Job Reference (optional)
Run: 8.22 S Jul 21 2018 Print: 8.220 S Jul 21 2018 MiTek Industries, Inc. Fri Mar 08 16:14:05 Page: 1
ID:x1D2_cMF25vwzCGfVKYCmIzdLF8-tnnLqQbCtazFYPJ54jHPFZZWUh83S66nfYo9nNzcw50
10
12
=2x4
1
3
2
B1
5-11-11
5-11-11
0-4-13
Scale = 1:44.5
Plate Offsets (X, Y): [1:0-2-1,0-1-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.57 Vert(LL) -0.05 1-3 >999 360 MT20 220/195
Snow (Pf) 35.0 Lumber DOL 1.15 BC 0.21 Vert(CT) -0.09 1-3 >733 240
TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-P
BCDL 7.0 Weight: 19 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-11-11 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 1=278/0-5-8, (min. 0-1-8), 2=239/ Mechanical, (min. 0-1-8),
3=40/ Mechanical, (min. 0-1-8)
Max Horiz 1=204 (LC 10)
Max Uplift 2=-182 (LC 10)
Max Grav 1=278 (LC 1), 2=244 (LC 17), 3=97 (LC 5)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully
Exp.; Ct=1.00
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 182 lb uplift at joint 2.
7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
19-032464T J1D Jack-Open 1 1 Job Reference (optional)
Run: 8.22 S Jul 21 2018 Print: 8.220 S Jul 21 2018 MiTek Industries, Inc. Fri Mar 08 16:14:05 Page: 1
ID:I_1x1KQOtdXC3z8cIt8NTMzdLF3-tnnLqQbCtazFYPJ54jHPFZZWYh83S66nfYo9nNzcw50
10
12
=2x4
1
2
4
3
B1
1-0-0
-1-0-0
3-11-11
3-11-11
3-11-11
0-4-13
Scale = 1:41.8
Plate Offsets (X, Y): [2:0-2-1,0-1-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL) -0.01 2-4 >999 360 MT20 220/195
Snow (Pf) 35.0 Lumber DOL 1.15 BC 0.08 Vert(CT) -0.02 2-4 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-P
BCDL 7.0 Weight: 14 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 2=311/0-5-8, (min. 0-1-8), 3=135/ Mechanical, (min. 0-1-8),
4=26/ Mechanical, (min. 0-1-8)
Max Horiz 2=165 (LC 10)
Max Uplift 2=-28 (LC 10), 3=-111 (LC 10)
Max Grav 2=311 (LC 1), 3=141 (LC 18), 4=63 (LC 5)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully
Exp.; Ct=1.00
3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 111 lb uplift at joint 3 and 28 lb uplift at joint 2.
8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
19-032464T J1E Jack-Open 1 1 Job Reference (optional)
Run: 8.22 S Jul 21 2018 Print: 8.220 S Jul 21 2018 MiTek Industries, Inc. Fri Mar 08 16:14:05 Page: 1
ID:xIlTZQZv2J2VVq3w?OMCyuzdLEt-tnnLqQbCtazFYPJ54jHPFZZbChA5S66nfYo9nNzcw50
10
12
=2x4
1
3
2
B1
3-11-11
3-11-11
0-4-13
Scale = 1:38.2
Plate Offsets (X, Y): [1:0-2-1,0-1-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL) -0.01 1-3 >999 360 MT20 220/195
Snow (Pf) 35.0 Lumber DOL 1.15 BC 0.08 Vert(CT) -0.02 1-3 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-P
BCDL 7.0 Weight: 13 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 1=180/0-5-8, (min. 0-1-8), 2=155/ Mechanical, (min. 0-1-8),
3=26/ Mechanical, (min. 0-1-8)
Max Horiz 1=136 (LC 10)
Max Uplift 2=-121 (LC 10)
Max Grav 1=180 (LC 1), 2=159 (LC 17), 3=63 (LC 5)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully
Exp.; Ct=1.00
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 121 lb uplift at joint 2.
7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
19-032464T J1F Jack-Open 1 1 Job Reference (optional)
Run: 8.22 S Jul 21 2018 Print: 8.220 S Jul 21 2018 MiTek Industries, Inc. Fri Mar 08 16:14:05 Page: 1
ID:MtRbBScoLEQ4MHoVgXvvaWzdLEq-tnnLqQbCtazFYPJ54jHPFZZb?hA5S66nfYo9nNzcw50
10
12
=2x4
1
2
4
3
B1
1-0-0
-1-0-0
1-11-11
1-11-11
1-11-11
0-4-13
Scale = 1:35.5
Plate Offsets (X, Y): [2:0-2-1,0-1-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.14 Vert(LL) 0.00 2-4 >999 360 MT20 220/195
Snow (Pf) 35.0 Lumber DOL 1.15 BC 0.02 Vert(CT) 0.00 2-4 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-P
BCDL 7.0 Weight: 8 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BRACING
TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 2=218/0-5-8, (min. 0-1-8), 3=52/ Mechanical, (min. 0-1-8),
4=13/ Mechanical, (min. 0-1-8)
Max Horiz 2=99 (LC 10)
Max Uplift 2=-38 (LC 10), 3=-46 (LC 10)
Max Grav 2=254 (LC 16), 3=57 (LC 18), 4=33 (LC 5)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully
Exp.; Ct=1.00
3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 46 lb uplift at joint 3 and 38 lb uplift at joint 2.
8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
19-032464T J1G Jack-Open 2 1 Job Reference (optional)
Run: 8.22 S Jul 21 2018 Print: 8.220 S Jul 21 2018 MiTek Industries, Inc. Fri Mar 08 16:14:05 Page: 1
ID:IGYMc8d2trgocbxtnyyNfxzdLEo-tnnLqQbCtazFYPJ54jHPFZZcJhB4S66nfYo9nNzcw50
10
12
=2x4
1
2
4
3
B1
1-1-3
1-1-3
1-0-0
-1-0-0
0-4-13
Scale = 1:35.6
Plate Offsets (X, Y): [2:0-2-1,0-1-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.14 Vert(LL) 0.00 2 >999 360 MT20 220/195
Snow (Pf) 35.0 Lumber DOL 1.15 BC 0.01 Vert(CT) 0.00 2-4 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-P
BCDL 7.0 Weight: 6 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BRACING
TOP CHORD Structural wood sheathing directly applied or 1-1-3 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 2=199/0-5-8, (min. 0-1-8), 3=-9/ Mechanical, (min. 0-1-8), 4=7/
Mechanical, (min. 0-1-8)
Max Horiz 2=69 (LC 10)
Max Uplift 2=-53 (LC 10), 3=-89 (LC 16)
Max Grav 2=286 (LC 16), 3=12 (LC 6), 4=18 (LC 5)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully
Exp.; Ct=1.00
3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 89 lb uplift at joint 3 and 53 lb uplift at joint 2.
8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
19-032464T J2 Jack-Open 1 1 Job Reference (optional)
Run: 8.22 S Jul 21 2018 Print: 8.220 S Jul 21 2018 MiTek Industries, Inc. Fri Mar 08 16:14:05 Page: 1
ID:irEUE9gx9m2NT2gST4V4HazdLEl-tnnLqQbCtazFYPJ54jHPFZZcJhBJS66nfYo9nNzcw50
10
12
=2x4
1
2
4
3
B1
1-0-0
-1-0-0
2-3-10
2-3-10
2-3-10
0-4-13
Scale = 1:36.5
Plate Offsets (X, Y): [2:0-2-1,0-1-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL) 0.00 2-4 >999 360 MT20 220/195
Snow (Pf) 35.0 Lumber DOL 1.15 BC 0.02 Vert(CT) 0.00 2-4 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-P
BCDL 7.0 Weight: 9 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-3-10 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 2=246/0-5-8, (min. 0-1-8), 3=48/ Mechanical, (min. 0-1-8),
4=14/ Mechanical, (min. 0-1-8)
Max Horiz 2=108 (LC 10)
Max Uplift 2=-39 (LC 10), 3=-53 (LC 16)
Max Grav 2=299 (LC 16), 3=55 (LC 18), 4=34 (LC 5)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully
Exp.; Ct=1.00
3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 53 lb uplift at joint 3 and 39 lb uplift at joint 2.
8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
19-032464T J2A Jack-Open 1 1 Job Reference (optional)
Run: 8.22 S Jul 21 2018 Print: 8.220 S Jul 21 2018 MiTek Industries, Inc. Fri Mar 08 16:14:06 Page: 1
ID:bcT?4XjRD?Zoyg_Diwa0RQzdLEh-LzLk1mbqeu569ZuHdQoeon5mF5XHBZMwuCXiJpzcw5?
10
12
=2x4
1
2
4
3
B1
1-0-0
-1-0-0
3-6-0
3-6-0
3-6-0
0-4-13
Scale = 1:40.3
Plate Offsets (X, Y): [2:0-2-1,0-1-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL) -0.01 2-4 >999 360 MT20 220/195
Snow (Pf) 35.0 Lumber DOL 1.15 BC 0.06 Vert(CT) -0.01 2-4 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-P
BCDL 7.0 Weight: 13 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 2=291/0-5-8, (min. 0-1-8), 3=112/ Mechanical, (min. 0-1-8),
4=22/ Mechanical, (min. 0-1-8)
Max Horiz 2=149 (LC 10)
Max Uplift 2=-30 (LC 10), 3=-95 (LC 10)
Max Grav 2=291 (LC 1), 3=118 (LC 18), 4=55 (LC 5)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully
Exp.; Ct=1.00
3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 95 lb uplift at joint 3 and 30 lb uplift at joint 2.
8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
19-032464T J2B Jack-Open 1 1 Job Reference (optional)
Run: 8.22 S Jul 21 2018 Print: 8.220 S Jul 21 2018 MiTek Industries, Inc. Fri Mar 08 16:14:06 Page: 1
ID:?B98iYlKWwxNp7ioN27j32zdLEe-LzLk1mbqeu569ZuHdQoeon5m05XgBZMwuCXiJpzcw5?
10
12
=2x4
1
2
4
3
B1
1-0-0
-1-0-0
4-8-6
4-8-6
4-8-6
0-4-13
Scale = 1:44.1
Plate Offsets (X, Y): [2:0-2-1,0-1-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.28 Vert(LL) -0.02 2-4 >999 360 MT20 220/195
Snow (Pf) 35.0 Lumber DOL 1.15 BC 0.12 Vert(CT) -0.03 2-4 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-P
BCDL 7.0 Weight: 17 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-8-6 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 2=344/0-5-8, (min. 0-1-8), 3=169/ Mechanical, (min. 0-1-8),
4=31/ Mechanical, (min. 0-1-8)
Max Horiz 2=190 (LC 10)
Max Uplift 2=-25 (LC 10), 3=-135 (LC 10)
Max Grav 2=344 (LC 1), 3=175 (LC 18), 4=75 (LC 5)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully
Exp.; Ct=1.00
3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 135 lb uplift at joint 3 and 25 lb uplift at joint 2.
8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
19-032464T J2C Jack-Open 1 1 Job Reference (optional)
Run: 8.22 S Jul 21 2018 Print: 8.220 S Jul 21 2018 MiTek Industries, Inc. Fri Mar 08 16:14:06 Page: 1
ID:xZHu7Ema2XB52RsBUTAB8TzdLEc-LzLk1mbqeu569ZuHdQoeon5lz5WiBZMwuCXiJpzcw5?
10
12
=2x4
1
2
4
3
B1
1-0-0
-1-0-0
5-10-13
5-10-13
5-10-13
0-4-13
Scale = 1:47.8
Plate Offsets (X, Y): [2:0-2-1,0-1-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.50 Vert(LL) -0.05 2-4 >999 360 MT20 220/195
Snow (Pf) 35.0 Lumber DOL 1.15 BC 0.21 Vert(CT) -0.09 2-4 >762 240
TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-P
BCDL 7.0 Weight: 20 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-10-13 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 2=399/0-5-8, (min. 0-1-8), 3=222/ Mechanical, (min. 0-1-8),
4=39/ Mechanical, (min. 0-1-8)
Max Horiz 2=231 (LC 10)
Max Uplift 2=-20 (LC 10), 3=-173 (LC 10)
Max Grav 2=399 (LC 1), 3=229 (LC 18), 4=95 (LC 5)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully
Exp.; Ct=1.00
3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 173 lb uplift at joint 3 and 20 lb uplift at joint 2.
8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
19-032464T J2D Jack-Open 1 1 Job Reference (optional)
Run: 8.22 S Jul 21 2018 Print: 8.220 S Jul 21 2018 MiTek Industries, Inc. Fri Mar 08 16:14:06 Page: 1
ID:mje9OIrLdNxEmMKLrjGbOkzdLEW-LzLk1mbqeu569ZuHdQoeon5iU5UOBZMwuCXiJpzcw5?
10
12
=2x4 1.5x4
1.5x4
1
2
6 5
3
4
B1
1-0-0
-1-0-0
3-0-0
7-1-3
4-1-4
4-1-4
3-0-0
7-1-3
4-1-4
4-1-4
0-4-13
Scale = 1:52.8
Plate Offsets (X, Y): [2:0-2-1,0-1-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.37 Vert(LL) -0.20 2-6 >402 360 MT20 220/195
Snow (Pf) 35.0 Lumber DOL 1.15 BC 0.56 Vert(CT) -0.29 2-6 >282 240
TCDL 7.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.02 4 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-P Wind(LL) 0.22 2-6 >372 240
BCDL 7.0 Weight: 29 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or 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 (lb/size) 2=456/0-5-8, (min. 0-1-8), 4=183/ Mechanical, (min. 0-1-8),
5=140/ Mechanical, (min. 0-1-8)
Max Horiz 2=272 (LC 10)
Max Uplift 2=-17 (LC 10), 4=-116 (LC 10), 5=-66 (LC 10)
Max Grav 2=456 (LC 1), 4=186 (LC 18), 5=145 (LC 18)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully
Exp.; Ct=1.00
3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 116 lb uplift at joint 4, 17 lb uplift at joint 2 and 66 lb uplift at joint 5.
8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
19-032464T J2E Jack-Open 1 1 Job Reference (optional)
Run: 8.22 S Jul 21 2018 Print: 8.220 S Jul 21 2018 MiTek Industries, Inc. Fri Mar 08 16:14:06 Page: 1
ID:fVtgDfurhcSgFzd64ZLXYazdLES-LzLk1mbqeu569ZuHdQoeon5kV5PwBZNwuCXiJpzcw5?
6
12
=2x4
1
2
4
5
3
B1
1-6-11
-1-6-11
3-5-1
3-5-1
3-5-1
0-4-3
Scale = 1:35.3
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.37 Vert(LL) -0.01 2-4 >999 360 MT20 220/195
Snow (Pf) 35.0 Lumber DOL 1.15 BC 0.06 Vert(CT) -0.01 2-4 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-P
BCDL 7.0 Weight: 12 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-5-1 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 2=355/0-5-8, (min. 0-1-8), 3=85/ Mechanical, (min. 0-1-8),
4=22/ Mechanical, (min. 0-1-8)
Max Horiz 2=97 (LC 12)
Max Uplift 2=-85 (LC 12), 3=-63 (LC 18)
Max Grav 2=414 (LC 18), 3=111 (LC 19), 4=53 (LC 7)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully
Exp.; Ct=1.00
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 63 lb uplift at joint 3 and 85 lb uplift at joint 2.
9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
19-032464T J3 Jack-Open 1 1 Job Reference (optional)
Run: 8.22 S Jul 21 2018 Print: 8.220 S Jul 21 2018 MiTek Industries, Inc. Fri Mar 08 16:14:06 Page: 1
ID:MyYJSiQSK7_QXk_Zfp8rKszdLDm-LzLk1mbqeu569ZuHdQoeon5kR5XjBZMwuCXiJpzcw5?
6
12
=2x4 1.5x4
1.5x4
1
2
6 5
7
3 4
B1
1-6-11
-1-6-11
0-5-8
6-9-1
6-3-9
6-3-9
0-5-8
6-9-1
6-3-9
6-3-9
0-4-3
Scale = 1:42.8
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL) -0.13 2-6 >618 360 MT20 220/195
Snow (Pf) 35.0 Lumber DOL 1.15 BC 0.40 Vert(CT) -0.19 2-6 >414 240
TCDL 7.0 Rep Stress Incr YES WB 0.15 Horz(CT) 0.00 4 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-P Wind(LL) 0.07 2-6 >999 240
BCDL 7.0 Weight: 26 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or 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 (lb/size) 2=495/0-5-8, (min. 0-1-8), 4=-161/ Mechanical, (min. 0-1-8),
5=456/ Mechanical, (min. 0-1-8)
Max Horiz 2=165 (LC 12)
Max Uplift 2=-99 (LC 12), 4=-223 (LC 19), 5=-298 (LC 12)
Max Grav 2=526 (LC 19), 4=193 (LC 12), 5=595 (LC 19)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 3-6=-585/346
NOTES
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully
Exp.; Ct=1.00
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 223 lb uplift at joint 4, 99 lb uplift at joint 2 and 298 lb uplift at joint 5.
9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
19-032464T J3A Jack-Open 1 1 Job Reference (optional)
Run: 8.22 S Jul 21 2018 Print: 8.220 S Jul 21 2018 MiTek Industries, Inc. Fri Mar 08 16:14:06 Page: 1
ID:mXDR5kTKd2N?OBj8KxhYyUzdLDj-LzLk1mbqeu569ZuHdQoeon5gC5RMBX3wuCXiJpzcw5?
6
12
3x4
=3x6=3x6
3x4
1.5x4
1
2
8
7
6
3
4 5
B1
1-6-11
-1-6-11
4-11-1
10-1-1
5-2-1
5-2-1
0-3-4
10-1-1
4-7-13
9-9-13
5-2-1
5-2-1
0-4-3
Scale = 1:49.1
Plate Offsets (X, Y): [2:0-2-12,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.47 Vert(LL) 0.03 2-8 >999 360 MT20 220/195
Snow (Pf) 35.0 Lumber DOL 1.15 BC 0.19 Vert(CT) -0.02 2-8 >999 240
TCDL 7.0 Rep Stress Incr YES WB 0.33 Horz(CT) 0.01 7 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL) 0.01 2-8 >999 240
BCDL 7.0 Weight: 48 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or 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) 2=640/0-5-8, (min. 0-1-8), 7=482/ Mechanical, (min. 0-1-8)
Max Horiz 2=234 (LC 12)
Max Uplift 2=-116 (LC 12), 7=-169 (LC 12)
Max Grav 2=683 (LC 19), 7=627 (LC 19)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-741/31, 4-7=-275/91
BOT CHORD 2-8=-174/577, 7-8=-174/577
WEBS 3-7=-638/194
NOTES
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully
Exp.; Ct=1.00
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 169 lb uplift at joint 7 and 116 lb uplift at joint 2.
9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply
19-032464T J3B Jack-Closed 1 1 Job Reference (optional)
Run: 8.22 S Jul 21 2018 Print: 8.220 S Jul 21 2018 MiTek Industries, Inc. Fri Mar 08 16:14:06 Page: 1
ID:jwLCVPUa9gdjdVtXSMj01vzdLDh-LzLk1mbqeu569ZuHdQoeon5it5UcBUEwuCXiJpzcw5?
6
12
3x4
=4x8
1.5x4
1.5x4
1.5x4
1
7 6 5
3482
T2
B1
4-0-6
4-0-6
5-0-11
9-1-1
0-0-4 0-1-8
0-1-15
Scale = 1:25.8
Plate Offsets (X, Y): [2:0-4-0,0-1-15]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.65 Vert(LL) n/a - n/a 999 MT20 220/195
Snow (Pf) 35.0 Lumber DOL 1.15 BC 0.16 Vert(CT) n/a - n/a 999
TCDL 7.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 5 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH
BCDL 7.0 Weight: 28 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
OTHERS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or 9-4-9 oc purlins,
except
0-0-0 oc purlins (6-0-0 max.): 2-4.
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 9-1-1.
(lb) - Max Horiz 1=66 (LC 12)
Max Uplift All uplift 100 (lb) or less at joint(s) 1 except 5=-229 (LC 7),
7=-101 (LC 9)
Max Grav All reactions 250 (lb) or less at joint(s) 1, 5 except 6=497 (LC
30), 7=569 (LC 30)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 3-6=-357/76, 2-7=-513/135
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult
qualified building designer as per ANSI/TPI 1.
4) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully
Exp.; Ct=1.00
5) Unbalanced snow loads have been considered for this design.
6) Provide adequate drainage to prevent water ponding.
7) Gable requires continuous bottom chord bearing.
8) Gable studs spaced at 4-0-0 oc.
9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 16 lb uplift at joint 1, 229 lb uplift at joint 5 and 101 lb uplift at joint 7.
12) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
13) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer.
14) 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
19-032464T PB01 Piggyback 1 1 Job Reference (optional)
Run: 8.22 S Jul 21 2018 Print: 8.220 S Jul 21 2018 MiTek Industries, Inc. Fri Mar 08 16:14:06 Page: 1
ID:lN071sFqJge2KY?wR3rpPszd_Cr-LzLk1mbqeu569ZuHdQoeon5f85VCBYmwuCXiJpzcw5?
6
12
=4x5
1.5x4
3x4
1.5x4
1.5x4
1 7
2
6
5
4
8
3
B1
2-9-0
9-4-9
6-7-9
6-7-9
0-3-15
Scale = 1:31.7
Plate Offsets (X, Y): [2:0-3-3,0-1-8], [5:0-1-12,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.43 Vert(LL) n/a - n/a 999 MT20 220/195
Snow (Pf) 35.0 Lumber DOL 1.15 BC 0.17 Vert(TL) n/a - n/a 999
TCDL 7.0 Rep Stress Incr YES WB 0.07 Horiz(TL) 0.00 2 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-P
BCDL 7.0 Weight: 31 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std
OTHERS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or 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 9-1-1.
(lb) - Max Horiz 1=98 (LC 12)
Max Uplift All uplift 100 (lb) or less at joint(s) 5, 6 except 1=-518 (LC 19),
2=-414 (LC 12)
Max Grav All reactions 250 (lb) or less at joint(s) 5 except 1=314 (LC 12),
2=903 (LC 19), 6=378 (LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 3-6=-295/91
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult
qualified building designer as per ANSI/TPI 1.
4) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully
Exp.; Ct=1.00
5) Unbalanced snow loads have been considered for this design.
6) Gable requires continuous bottom chord bearing.
7) Gable studs spaced at 4-0-0 oc.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
10) Bearing at joint(s) 7, 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6 except (jt=lb) 1=517, 2=414.
12) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
13) 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
19-032464T PB02 Piggyback 3 1 Job Reference (optional)
Run: 8.22 S Jul 21 2018 Print: 8.220 S Jul 21 2018 MiTek Industries, Inc. Fri Mar 08 16:14:06 Page: 1
ID:nbFkhn9zjnU6d0RLnxODHKzdLPk-LzLk1mbqeu569ZuHdQoeon5jZ5V0BYHwuCXiJpzcw5?
6
12
4x5
=5x6
4x51.5x4
1
4
3
65
2
B1
6-4-1
12-8-2
6-4-1
6-4-1
0-0-4 0-1-8
Scale = 1:30.2
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL) n/a - n/a 999 MT20 220/195
Snow (Pf) 35.0 Lumber DOL 1.15 BC 0.29 Vert(TL) n/a - n/a 999
TCDL 7.0 Rep Stress Incr YES WB 0.10 Horiz(TL) 0.00 3 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH
BCDL 7.0 Weight: 38 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
OTHERS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (lb/size) 1=258/12-8-2, (min. 0-1-8), 3=258/12-8-2, (min. 0-1-8),
4=611/12-8-2, (min. 0-1-8)
Max Horiz 1=51 (LC 16)
Max Uplift 1=-64 (LC 12), 3=-73 (LC 13), 4=-86 (LC 12)
Max Grav 1=275 (LC 18), 3=275 (LC 19), 4=611 (LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-4=-434/109
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult
qualified building designer as per ANSI/TPI 1.
4) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully
Exp.; Ct=1.00
5) Unbalanced snow loads have been considered for this design.
6) Gable requires continuous bottom chord bearing.
7) Gable studs spaced at 4-0-0 oc.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 64 lb uplift at joint 1, 73 lb uplift at joint 3 and 86 lb uplift at joint 4.
11) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
12) 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
19-032464T PB03 Piggyback 10 1 Job Reference (optional)
Run: 8.22 S Jul 21 2018 Print: 8.220 S Jul 21 2018 MiTek Industries, Inc. Fri Mar 08 16:14:07 Page: 1
ID:mmlS3r3WCWj3QunTrLiV0xzdLM_-p9u6F6cSPCDznjTTB7JtK_eujUpMw?146sHGrFzcw5_
6
12
4x5
=5x6 =5x6
4x51.5x41.5x4
1
6 5
4
7 10
8 9
2 3
T2
B1
1-8-7
7-2-5
5-5-14
5-5-14
5-5-14
12-8-2
0-0-4 0-1-8
Scale = 1:28.6
Plate Offsets (X, Y): [2:0-3-8,0-2-4], [3:0-3-8,0-2-4]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.44 Vert(LL) n/a - n/a 999 MT20 220/195
Snow (Pf) 35.0 Lumber DOL 1.15 BC 0.33 Vert(TL) n/a - n/a 999
TCDL 7.0 Rep Stress Incr YES WB 0.08 Horiz(TL) 0.00 4 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH
BCDL 7.0 Weight: 40 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
OTHERS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except
0-0-0 oc purlins (6-0-0 max.): 2-3.
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 12-8-2.
(lb) - Max Horiz 1=43 (LC 16)
Max Uplift All uplift 100 (lb) or less at joint(s) 1, 4, 5, 6
Max Grav All reactions 250 (lb) or less at joint(s) except 1=369 (LC 34),
4=369 (LC 34), 5=466 (LC 34), 6=466 (LC 34)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 3-5=-362/89, 2-6=-362/98
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult
qualified building designer as per ANSI/TPI 1.
4) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully
Exp.; Ct=1.00
5) Unbalanced snow loads have been considered for this design.
6) Provide adequate drainage to prevent water ponding.
7) Gable requires continuous bottom chord bearing.
8) Gable studs spaced at 4-0-0 oc.
9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 5, 6.
12) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
13) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer.
14) 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
19-032464T PB04 Piggyback 1 1 Job Reference (optional)
Run: 8.22 S Jul 21 2018 Print: 8.220 S Jul 21 2018 MiTek Industries, Inc. Fri Mar 08 16:14:07 Page: 1
ID:xtwcNcBPcu6VEb7a_8O4zFzdLLp-p9u6F6cSPCDznjTTB7JtK_eu6Uogw?O46sHGrFzcw5_
6
12
3x4
=5x6 =5x6
3x41.5x4 1.5x41.5x4
1.5x4
1
8 7 6
5
2 43
T2
B1
3-8-15 3-8-15
2-1-14
2-1-14
2-1-14
12-8-2
4-2-3
6-4-1
4-2-3
10-6-5
1-1-3
0-0-4
0-6-3 0-6-3
0-1-8
1-1-3
Scale = 1:28.6
Plate Offsets (X, Y): [2:0-3-0,0-2-0], [4:0-3-0,0-2-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.46 Vert(LL) n/a - n/a 999 MT20 220/195
Snow (Pf) 35.0 Lumber DOL 1.15 BC 0.06 Vert(TL) n/a - n/a 999
TCDL 7.0 Rep Stress Incr YES WB 0.14 Horiz(TL) 0.00 5 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH
BCDL 7.0 Weight: 35 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except
0-0-0 oc purlins (10-0-0 max.): 2-4.
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 12-8-2.
(lb) - Max Horiz 1=14 (LC 16)
Max Uplift All uplift 100 (lb) or less at joint(s) 1, 5, 6, 8 except 7=-122 (LC
9)
Max Grav All reactions 250 (lb) or less at joint(s) 1, 5 except 6=352 (LC
33), 7=781 (LC 33), 8=352 (LC 33)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-8=-319/78, 4-6=-319/76, 3-7=-719/157
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult
qualified building designer as per ANSI/TPI 1.
4) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully
Exp.; Ct=1.00
5) Unbalanced snow loads have been considered for this design.
6) Provide adequate drainage to prevent water ponding.
7) Gable requires continuous bottom chord bearing.
8) Gable studs spaced at 4-0-0 oc.
9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 8, 6 except (jt=lb) 7=121.
12) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
13) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer.
14) 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
19-032464T PB05 Piggyback 1 1 Job Reference (optional)
Run: 8.22 S Jul 21 2018 Print: 8.220 S Jul 21 2018 MiTek Industries, Inc. Fri Mar 08 16:14:07 Page: 1
ID:b?ERb8ywnF2ZIGRhAt1r0YzdLKq-p9u6F6cSPCDznjTTB7JtK_etqUttw_S46sHGrFzcw5_
6
12
10
12
2x4
3x4
2x4
31
2
B1
1-1-9
3-0-1
1-10-9
1-10-9
0-0-4 0-1-8
Scale = 1:21.8
Plate Offsets (X, Y): [2:0-3-0,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.02 Vert(LL) n/a - n/a 999 MT20 220/195
Snow (Pf) 35.0 Lumber DOL 1.15 BC 0.02 Vert(TL) n/a - n/a 999
TCDL 7.0 Rep Stress Incr YES WB 0.00 Horiz(TL) 0.00 3 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-P
BCDL 7.0 Weight: 7 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-5-11 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 1=100/3-0-1, (min. 0-1-8), 3=100/3-0-1, (min. 0-1-8)
Max Horiz 1=18 (LC 9)
Max Uplift 1=-20 (LC 12), 3=-16 (LC 12)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult
qualified building designer as per ANSI/TPI 1.
4) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully
Exp.; Ct=1.00
5) Unbalanced snow loads have been considered for this design.
6) Gable requires continuous bottom chord bearing.
7) Gable studs spaced at 4-0-0 oc.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 20 lb uplift at joint 1 and 16 lb uplift at joint 3.
11) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
12) 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
19-032464T PB06 Piggyback 1 1 Job Reference (optional)
Run: 8.22 S Jul 21 2018 Print: 8.220 S Jul 21 2018 MiTek Industries, Inc. Fri Mar 08 16:14:07 Page: 1
ID:4YQxeY?tWgtMcU0DDxZ0VgzdLJU-p9u6F6cSPCDznjTTB7JtK_e_fUtUw0c46sHGrFzcw5_
10
12
2x4
=4x5 2x4
1.5x4
1.5x4
1.5x4
1.5x4
1
7 6
5
2 3 4
T2
B1
3-9-0 4-0-8
1-3-1
1-3-1
4-2-4
5-5-5
4-5-12
9-11-0
1-0-13
0-0-4
0-5-13 0-5-13
0-1-8
1-0-13
Scale = 1:24.2
Plate Offsets (X, Y): [2:0-3-4,0-2-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL) n/a - n/a 999 MT20 220/195
Snow (Pf) 35.0 Lumber DOL 1.15 BC 0.08 Vert(TL) n/a - n/a 999
TCDL 7.0 Rep Stress Incr YES WB 0.08 Horiz(TL) 0.00 5 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH
BCDL 7.0 Weight: 29 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals, and 0-0-0 oc purlins (6-0-0 max.): 2-4. Except:
6-0-0 oc bracing: 2-4
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 9-11-0.
(lb) - Max Horiz 1=31 (LC 10)
Max Uplift All uplift 100 (lb) or less at joint(s) 1, 5, 7 except 6=-121 (LC 6)
Max Grav All reactions 250 (lb) or less at joint(s) 1, 5, 7 except 6=479 (LC
1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 3-6=-413/159
NOTES
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult
qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully
Exp.; Ct=1.00
4) Provide adequate drainage to prevent water ponding.
5) Gable requires continuous bottom chord bearing.
6) Gable studs spaced at 4-0-0 oc.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 7 except (jt=lb) 6=120.
10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer.
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
19-032464T PB07 Piggyback 1 1 Job Reference (optional)
Run: 8.22 S Jul 21 2018 Print: 8.220 S Jul 21 2018 MiTek Industries, Inc. Fri Mar 08 16:14:07 Page: 1
ID:NuLb6y4GtqmMyZ2Z7vBfH9zdLJN-p9u6F6cSPCDznjTTB7JtK_ex6Usdw?N46sHGrFzcw5_
10
12
2x4
=4x5 1.5x4
1.5x41.5x4
1.5x4
1.5x4
1
7 6
5
2 3 4
T2
B1
2-0-10
2-0-10
7-10-6
9-11-0
0-0-4 0-1-8
Scale = 1:24.6
Plate Offsets (X, Y): [2:0-3-4,0-2-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL) n/a - n/a 999 MT20 220/195
Snow (Pf) 35.0 Lumber DOL 1.15 BC 0.06 Vert(TL) n/a - n/a 999
TCDL 7.0 Rep Stress Incr YES WB 0.07 Horiz(TL) 0.00 5 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH
BCDL 7.0 Weight: 32 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std
OTHERS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals, and 0-0-0 oc purlins (6-0-0 max.): 2-4. Except:
6-0-0 oc bracing: 2-4
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 9-11-0.
(lb) - Max Horiz 1=58 (LC 10)
Max Uplift All uplift 100 (lb) or less at joint(s) 1, 5, 7 except 6=-111 (LC 6)
Max Grav All reactions 250 (lb) or less at joint(s) 1, 5, 7 except 6=435 (LC
1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 3-6=-377/146
NOTES
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult
qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully
Exp.; Ct=1.00
4) Provide adequate drainage to prevent water ponding.
5) Gable requires continuous bottom chord bearing.
6) Gable studs spaced at 4-0-0 oc.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7 except (jt=lb) 6=111.
10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer.
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
19-032464T PB08 Piggyback 1 1 Job Reference (optional)
Run: 8.22 S Jul 21 2018 Print: 8.220 S Jul 21 2018 MiTek Industries, Inc. Fri Mar 08 16:14:07 Page: 1
ID:RbKYzWtfK64?ti5F_mN8y3zdLIL-p9u6F6cSPCDznjTTB7JtK_exoUttw?S46sHGrFzcw5_
6
12
2x4
1.5x4
1.5x4
1
3
4
2
B1
4-0-9
0-0-4 0-1-8
Scale = 1:25.4
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) n/a - n/a 999 MT20 220/195
Snow (Pf) 35.0 Lumber DOL 1.15 BC 0.07 Vert(TL) n/a - n/a 999
TCDL 7.0 Rep Stress Incr YES WB 0.00 Horiz(TL) n/a - n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-P
BCDL 7.0 Weight: 13 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-4-1 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=162/4-0-9, (min. 0-1-8), 3=162/4-0-9, (min. 0-1-8)
Max Horiz 1=68 (LC 12)
Max Uplift 1=-23 (LC 12), 3=-57 (LC 12)
Max Grav 1=165 (LC 18), 3=172 (LC 18)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult
qualified building designer as per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Fully
Exp.; Ct=1.00
4) Unbalanced snow loads have been considered for this design.
5) Gable requires continuous bottom chord bearing.
6) Gable studs spaced at 4-0-0 oc.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 23 lb uplift at joint 1 and 57 lb uplift at joint 3.
10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
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
19-032464T PB09 Piggyback 1 1 Job Reference (optional)
Run: 8.22 S Jul 21 2018 Print: 8.220 S Jul 21 2018 MiTek Industries, Inc. Fri Mar 08 16:14:08 Page: 1
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