HomeMy WebLinkAbout18-Plex Truss Drawings612
=2x4
=4x4
=4x4 =2x4
5 4
1
2
3
W1
T1 W3
B1
W2
1-0-0
-1-0-0
2-0-0
2-0-0
2-0-02-1-121-1-12 2-1-12Scale = 1:24.4
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 41.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL)n/a -n/a 999 MT20 169/123
(Roof Snow = 41.0)Lumber DOL 1.15 BC 0.02 Vert(CT)n/a -n/a 999
TCDL 10.0 Rep Stress Incr YES WB 0.08 Horz(CT)n/a -n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-P
BCDL 10.0 Weight: 11 lb FT = 20%
LUMBER
TOP CHORD 2x6 SPF-S No.2
BOT CHORD 2x4 DF No.1&Btr
WEBS 2x4 SPF-S Std
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-0-0 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)4=58/ Mechanical, (min. 0-1-8), 5=278/0-5-8, (min. 0-1-8)
Max Horiz 5=62 (LC 10)
Max Uplift 4=-50 (LC 19), 5=-23 (LC 13)
Max Grav 4=74 (LC 20), 5=382 (LC 20)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-5=-365/155
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) zone;
cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-16; Pf=41.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.103)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 41.0 psf on overhangs non-concurrent with 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)One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 5 and 4. This connection is for uplift only and does not
consider lateral forces.
8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply WEST SIDE FLATS 18-PLEX
A01 12 1WEST SIDE 18-PLEX Jack-Closed Job Reference (optional)
Simkins Hallin Lumber Company, Bozeman,MT, jim Run: 8.43 S Jan 20 2021 Print: 8.430 S Jan 20 2021 MiTek Industries, Inc. Mon Jun 21 15:58:31 Page: 1
ID:5BDg?3FBBao0hfz05KduO5z5?J?-D3dvTw9?a5VJ_S9d4zmlZM_DxhWHi8amvPvwAPz4?Fs
812
=M18SHS 3x12
=7x8
=4x10
=4x6
=4x6
=4x6
=7x8
=4x4 =3x8
=6x6
=4x6
=4x10
=4x6
=2x4 =7x8
10117
16 24 15 14 25 13 12 26 11 27
9
2 2318
3
8
4
72219
5 20 21 6
T2
T1
T3
T4
T5
W1
B1 B3B2
W3 W4
W5 W6 W5
W7 W8
W2 HW2
3-0-0
-3-0-0
7-3-12
23-7-14
8-0-5
16-4-2
8-3-13
8-3-13
9-1-7
32-9-5
10-2-11
43-0-0
7-0-4
23-6-2
8-2-1
16-5-14
8-3-13
8-3-13
9-2-11
42-0-0
9-3-3
32-9-513-5-62-1-40-9-413-0-0Scale = 1:78.4
Plate Offsets (X, Y): [2:Edge,0-4-4], [5:0-5-4,0-3-8], [6:0-3-12,0-4-0], [16:0-2-4,0-2-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 41.0 Plate Grip DOL 1.15 TC 0.81 Vert(LL)-0.23 9-11 >999 240 MT20 169/123
(Roof Snow = 41.0)Lumber DOL 1.15 BC 0.85 Vert(CT)-0.38 9-11 >999 180 M18SHS 220/195
TCDL 10.0 Rep Stress Incr YES WB 0.77 Horz(CT)0.11 9 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S
BCDL 10.0 Weight: 240 lb FT = 20%
LUMBER
TOP CHORD 2x6 SPF-S No.2 *Except* T1,T5:2x6 DF 1800F 1.6E
BOT CHORD 2x4 DF No.1&Btr
WEBS 2x4 SPF-S Std *Except* W1,W2:2x4 DF No.1&Btr
WEDGE Right: 2x6 SPF-S No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-8-10 oc purlins, except end verticals, and 2-0-0 oc purlins (3-7-10 max.): 5-6.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 16-17.
WEBS 1 Row at midpt 4-14, 5-13
WEBS 2 Rows at 1/3 pts 8-13
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)9=2667/0-5-8, (min. 0-2-14), 17=2884/0-5-8, (min. 0-3-1)
Max Horiz 17=-304 (LC 9)
Max Uplift 9=-145 (LC 12), 17=-160 (LC 11)
Max Grav 9=2713 (LC 23), 17=2884 (LC 1)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=0/334, 2-18=-3044/278, 3-18=-2992/293, 3-4=-2823/318, 4-19=-2641/348, 5-19=-2431/380, 5-20=-2102/391,
20-21=-2102/391, 6-21=-2102/391, 6-22=-2519/396, 7-22=-2610/365, 7-8=-2780/352, 8-23=-3654/355, 9-23=-3779/321,
2-17=-2808/397
BOT CHORD 16-17=-265/333, 16-24=-166/2529, 15-24=-166/2529, 14-15=-166/2529, 14-25=-56/2099, 13-25=-56/2099,
12-13=-189/2946, 12-26=-189/2946, 11-26=-189/2946, 11-27=-189/2946, 9-27=-189/2946
WEBS 4-16=-321/140, 4-14=-585/176, 5-14=-57/705, 5-13=-132/254, 6-13=-55/825, 8-13=-1182/229, 8-11=0/532,
2-16=-130/2329
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -3-1-8
to 1-0-14, Interior (1) 1-0-14 to 16-4-2, Exterior(2R) 16-4-2 to 22-3-6, Interior (1) 22-3-6 to 23-7-14, Exterior(2R) 23-7-14 to 29-7-2, Interior (1) 29-7-2 to 43-1-8 zone; cantilever
left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-16; Pf=41.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 41.0 psf on overhangs non-concurrent with other live loads.
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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord andany other members, with BCDL = 10.0psf.
7)One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 17 and 9. This connection is for uplift only and does not
consider lateral forces.
8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply WEST SIDE FLATS 18-PLEX
B01 32 1WEST SIDE 18-PLEX Piggyback Base Job Reference (optional)
Simkins Hallin Lumber Company, Bozeman,MT, jim Run: 8.43 S Jan 20 2021 Print: 8.430 S Jan 20 2021 MiTek Industries, Inc. Mon Jun 21 15:58:31 Page: 1
ID:mnNd0U4ru4nBFOxflJwRmrz5?N5-D3dvTw9?a5VJ_S9d4zmlZM_3dhJIizomvPvwAPz4?Fs
812
=M18SHS 3x12
=7x8
=4x10
=4x6
=4x6
=4x6
=7x8
=4x4 =3x8
=6x6
=4x6
=4x6
=4x6
=4x10
=7x8
=M18SHS 3x12
10118
17 25 16 15 26 14 13 27 12
11
921924
83
4 7
20 23
5 21 22 6
T2
T1
T3
T2
T1
W1 W1
B1 B1B2
W3 W4
W5 W6 W5
W4 W3
W2 W2
3-0-0
-3-0-0
3-0-0
43-0-0
7-3-12
23-7-14
8-0-5
16-4-2
8-0-5
31-8-3
8-3-13
8-3-13
8-3-13
40-0-0
7-0-4
23-6-2
8-2-1
16-5-14
8-2-1
31-8-3
8-3-13
40-0-0
8-3-13
8-3-1313-5-62-1-413-0-0Scale = 1:77
Plate Offsets (X, Y): [2:Edge,0-4-4], [5:0-5-4,0-3-8], [6:0-3-12,0-3-12], [9:Edge,0-4-4], [12:0-3-0,0-1-12], [17:0-3-0,0-1-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 41.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL)-0.17 15-17 >999 240 MT20 169/123
(Roof Snow = 41.0)Lumber DOL 1.15 BC 0.60 Vert(CT)-0.28 15-17 >999 180 M18SHS 220/195
TCDL 10.0 Rep Stress Incr YES WB 0.50 Horz(CT)0.06 11 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S
BCDL 10.0 Weight: 246 lb FT = 20%
LUMBER
TOP CHORD 2x6 SPF-S No.2 *Except* T1:2x6 DF 1800F 1.6E
BOT CHORD 2x4 DF No.1&Btr
WEBS 2x4 SPF-S Std *Except* W1,W2:2x4 DF No.1&Btr
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-6-1 oc purlins, except end verticals, and 2-0-0 oc purlins (3-10-7 max.): 5-6.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 4-15, 5-14, 7-14
MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS (lb/size)11=2756/0-5-8, (min. 0-2-15), 18=2756/0-5-8, (min. 0-2-15)
Max Horiz 18=-326 (LC 9)
Max Uplift 11=-158 (LC 12), 18=-158 (LC 11)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=0/334, 2-19=-2870/247, 3-19=-2829/266, 3-4=-2583/291, 4-20=-2444/329, 5-20=-2226/359, 5-21=-1853/368, 21-22=-1853/368, 6-22=-1853/368, 6-23=-2221/359, 7-23=-2445/329, 7-8=-2636/291, 8-24=-2828/266, 9-24=-2870/247, 9-10=0/334, 2-18=-2680/383, 9-11=-2680/383
BOT CHORD 17-18=-263/354, 17-25=-136/2400, 16-25=-136/2400, 15-16=-136/2400, 15-26=-58/1950, 14-26=-58/1950,
13-14=-69/2212, 13-27=-69/2212, 12-27=-69/2212
WEBS 4-17=-290/158, 4-15=-611/177, 5-15=-55/726, 6-14=-37/682, 7-14=-610/177, 7-12=-291/159, 2-17=-112/2178,
9-12=-113/2172
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -3-1-8
to 0-10-8, Interior (1) 0-10-8 to 16-4-2, Exterior(2R) 16-4-2 to 22-0-0, Interior (1) 22-0-0 to 23-7-14, Exterior(2R) 23-7-14 to 29-3-12, Interior (1)29-3-12 to 43-1-8 zone;
cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-16; Pf=41.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 41.0 psf on overhangs non-concurrent with other live loads.
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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members, with BCDL = 10.0psf.
7)One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 18 and 11. This connection is for uplift only and does not consider lateral forces.
8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply WEST SIDE FLATS 18-PLEX
B02 12 1WEST SIDE 18-PLEX Piggyback Base Job Reference (optional)
Simkins Hallin Lumber Company, Bozeman,MT, jim Run: 8.43 S Jan 20 2021 Print: 8.430 S Jan 20 2021 MiTek Industries, Inc. Mon Jun 21 15:58:32 Page: 1
ID:bUokP9ZxTNqW2X_L5ieqOHz5?MT-hFAHgG9dLOdAbckpehI?5ZXHq4jRRVFv83eUirz4?Fr
812
=2x4
=6x6
=4x10
=4x6
=4x6
=4x6
=4x6
=4x6
=6x6
=3x8
=7x8
=4x4 =4x6
=4x6
=4x4
=4x10
=7x8
=M18SHS 3x12
11120
19 18 2717 16 28 15 14 29 13 12
1022126
3
4 9
8
522 25
6 23 24 7
T2
T1
T3
T4
T5
W1 W1
B1 B1B2
W7 W8 W7
W9 W10
W11
W3
W2
W6W5
W4
3-0-0
-3-0-0
3-0-0
43-0-0
4-2-12
4-2-12
6-0-11
10-3-7
7-3-12
23-7-14
6-0-11
16-4-2
8-0-5
31-8-3
8-3-13
40-0-0
4-2-12
4-2-12
6-0-11
10-3-7
6-2-7
16-5-14
7-0-4
23-6-2
8-2-1
31-8-3
8-3-13
40-0-013-5-62-1-413-0-0Scale = 1:77
Plate Offsets (X, Y): [2:Edge,0-3-12], [4:0-2-12,0-2-0], [6:0-3-12,0-3-4], [7:0-5-4,0-3-8], [10:Edge,0-4-4], [13:0-1-12,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 41.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL)-0.15 13-15 >999 240 MT20 169/123
(Roof Snow = 41.0)Lumber DOL 1.15 BC 0.56 Vert(CT)-0.24 13-15 >999 180 M18SHS 220/195
TCDL 10.0 Rep Stress Incr YES WB 0.56 Horz(CT)0.05 12 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S
BCDL 10.0 Weight: 253 lb FT = 20%
LUMBER
TOP CHORD 2x6 SPF-S No.2 *Except* T1,T5:2x6 DF 1800F 1.6E
BOT CHORD 2x4 DF No.1&Btr
WEBS 2x4 SPF-S Std *Except* W1,W11,W4:2x4 DF No.1&Btr
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, except end verticals, and 2-0-0 oc purlins (4-4-9 max.): 6-7.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 7-16, 8-15, 4-19, 5-18
MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS (lb/size)12=2517/0-5-8, (min. 0-2-11), 19=2326/0-5-8, (min. 0-2-10),
20=669/0-5-8, (min. 0-1-8)
Max Horiz 20=326 (LC 10)
Max Uplift 12=-155 (LC 12), 19=-148 (LC 11), 20=-79 (LC 7)
Max Grav 12=2517 (LC 1), 19=2470 (LC 22), 20=783 (LC 17)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=0/334, 4-5=-1715/243, 5-22=-1841/305, 6-22=-1819/337, 6-23=-1393/325, 23-24=-1393/325, 7-24=-1393/325,
7-25=-1850/326, 8-25=-2074/294, 8-9=-2238/270, 9-26=-2512/245, 10-26=-2545/226, 10-11=0/334, 2-20=-762/232,
10-12=-2441/361
BOT CHORD 19-20=-307/284, 18-27=-102/1416, 17-27=-102/1416, 16-17=-102/1416, 16-28=0/1575, 15-28=0/1575, 14-15=-51/1942,
14-29=-51/1942, 13-29=-51/1942
WEBS 6-16=-48/461, 7-16=-392/102, 7-15=-54/766, 8-15=-658/177, 10-13=-88/1900, 4-19=-2241/227, 5-18=-834/118,
4-18=-110/1623
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -3-1-8
to 0-10-8, Interior (1) 0-10-8 to 16-4-2, Exterior(2R) 16-4-2 to 22-0-0, Interior (1) 22-0-0 to 23-7-14, Exterior(2R) 23-7-14 to 29-3-12, Interior (1)29-3-12 to 43-1-8 zone;
cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-16; Pf=41.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 41.0 psf on overhangs non-concurrent with other live loads.
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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord andany other members, with BCDL = 10.0psf.
7)One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 20, 12, and 19. This connection is for uplift only and does not
consider lateral forces.
8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply WEST SIDE FLATS 18-PLEX
B03 30 1WEST SIDE 18-PLEX Piggyback Base Job Reference (optional)
Simkins Hallin Lumber Company, Bozeman,MT, jim Run: 8.43 S Jan 20 2021 Print: 8.430 S Jan 20 2021 MiTek Industries, Inc. Mon Jun 21 15:58:32 Page: 1
ID:NkY1m0jbY3FFPubZW5rZcqz5?Jh-hFAHgG9dLOdAbckpehI?5ZXHq4k3RUJv83eUirz4?Fr
812
=M18SHS 3x12=4x4
=3x8 =4x4
=4x10
=4x10 =4x10 =4x10
=4x10
=4x10
=4x6
28151
50 49 48 47 46 45 44 43 42 41 52 40 53 39 54 38 55 37 36 35 34 33 32 31 30 29
27
2 263
254524
236
227
218
9 20
10 19
11 18
1213 14 15 1617
W1
T2
T1
T3
T2
T1
B1 B3B2
ST9ST9ST9ST8
ST7
ST6
ST5
ST4
ST3
ST2
ST1
ST9 ST8
ST7
ST6
ST5
ST4
ST3
ST2
ST1
3-0-0
-3-0-0
7-3-12
23-7-14
16-4-2
16-4-2
19-4-2
43-0-0
42-0-013-5-62-1-40-9-413-0-0Scale = 1:78.4
Plate Offsets (X, Y): [5:0-2-13,Edge], [12:0-5-0,0-0-0], [17:0-5-0,0-0-0], [24:0-2-13,Edge], [50:0-4-12,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 41.0 Plate Grip DOL 1.15 TC 0.74 Vert(LL)-0.16 39-40 >764 240 M18SHS 169/123
(Roof Snow = 41.0)Lumber DOL 1.15 BC 0.62 Vert(CT)-0.22 39-40 >545 180 MT20 169/123
TCDL 10.0 Rep Stress Incr YES WB 0.61 Horz(CT)0.01 27 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S
BCDL 10.0 Weight: 307 lb FT = 20%
LUMBER
TOP CHORD 2x6 SPF-S No.2 *Except* T1:2x6 DF 1800F 1.6E
BOT CHORD 2x6 SPF-S No.2
WEBS 2x4 SPF-S Std
OTHERS 2x4 SPF-S Std
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 12-17.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 15-39, 14-40, 13-41, 11-43, 10-44,
9-45, 16-38, 18-37, 19-35, 20-34
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 16-3-8. except 27=17-2-8, 37=17-2-8, 35=17-2-8, 34=17-2-8,
33=17-2-8, 32=17-2-8, 31=17-2-8, 30=17-2-8, 29=17-2-8
(lb) -Max Horiz 51=-303 (LC 9)
Max Uplift All uplift 100 (lb) or less at joint(s) 29, 30, 31, 32, 33, 34, 45,
46, 47, 48, 49 except 27=-144 (LC 8), 35=-400 (LC 21),
37=-245 (LC 7), 43=-139 (LC 7), 44=-423 (LC 21), 50=-839 (LC
17), 51=-215 (LC 7)
Max Grav All reactions 250 (lb) or less at joint(s) 30, 31, 33, 35, 44, 46, 49, 50 except 27=416 (LC 19), 29=319 (LC 20), 32=253 (LC 1), 34=363 (LC 1), 37=1364 (LC 1), 43=1317 (LC 1), 45=363 (LC 1), 47=254 (LC 1), 48=253 (LC 1), 51=1598 (LC 17)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-51=-1553/498, 1-2=0/334, 2-3=-551/210, 3-4=-264/105, 7-8=-234/277, 8-9=-269/339, 9-10=-304/403, 10-11=-310/470,
11-12=-371/462, 12-13=-308/442, 13-14=-308/442, 14-15=-308/442, 15-16=-308/442, 16-17=-308/442, 17-18=-371/462,
18-19=-311/470, 19-20=-304/403, 20-21=-311/339, 21-22=-318/277, 22-23=-328/259, 23-24=-330/260, 24-25=-337/249,
25-26=-354/261, 26-27=-403/280
BOT CHORD 50-51=-210/274, 49-50=-210/274, 48-49=-210/274, 47-48=-210/274, 46-47=-210/274, 45-46=-210/274, 44-45=-210/274,
43-44=-210/274, 42-43=-210/274, 41-42=-210/274, 41-52=-210/274, 40-52=-210/274, 40-53=-210/274, 39-53=-210/274,
39-54=-210/274, 38-54=-210/274, 38-55=-210/274, 37-55=-210/274, 36-37=-210/274, 35-36=-210/274, 34-35=-210/274,
33-34=-210/274, 32-33=-210/274, 31-32=-210/274, 30-31=-210/274, 29-30=-210/274, 27-29=-210/274
WEBS 11-43=-520/24, 3-50=-211/826, 18-37=-519/83, 26-29=-253/129
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3E) -3-1-8
to 1-0-0, Exterior(2N) 1-0-0 to 16-4-2, Corner(3R) 16-4-2 to 20-6-8, Exterior(2N) 20-6-8 to 23-7-14,Corner(3R) 23-7-14 to 27-10-4, Exterior(2N) 27-10-4 to 43-1-8 zone;
cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3)TCLL: ASCE 7-16; Pf=41.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 41.0 psf on overhangs non-concurrent with other live loads.
5)Provide adequate drainage to prevent water ponding.
6)All plates are MT20 plates unless otherwise indicated.
7)All plates are 2x4 MT20 unless otherwise indicated.
8)Gable studs spaced at 2-0-0 oc.
Job Truss Truss Type Qty Ply WEST SIDE FLATS 18-PLEX
B04 2 1WEST SIDE 18-PLEX Piggyback Base Supported Gable Job Reference (optional)
Simkins Hallin Lumber Company, Bozeman,MT, jim Run: 8.43 S Jan 20 2021 Print: 8.430 S Jan 20 2021 MiTek Industries, Inc. Mon Jun 21 15:58:32 Page: 1
ID:Vmuod5H3UVAbY6hbmTBb0kz5?Iy-hFAHgG9dLOdAbckpehI?5ZXFT4j7RTXv83eUirz4?Fr
Continued on page 2
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) 45, 46,47, 48, 49, 34, 33, 32, 31, 30, 29 except (jt=lb)
51=215, 27=144, 43=138, 44=422, 50=838, 37=245, 35=400.
11)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
13)"NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines.
LOAD CASE(S)Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-2=-102, 2-12=-102, 12-17=-102, 17-28=-102, 27-51=-20
Concentrated Loads (lb)
Vert: 42=-54, 37=-54, 52=-54, 53=-54, 54=-54, 55=-54
Job Truss Truss Type Qty Ply WEST SIDE FLATS 18-PLEX
B04 2 1WEST SIDE 18-PLEX Piggyback Base Supported Gable Job Reference (optional)
Simkins Hallin Lumber Company, Bozeman,MT, jim Run: 8.43 S Jan 20 2021 Print: 8.430 S Jan 20 2021 MiTek Industries, Inc. Mon Jun 21 15:58:32 Page: 2
ID:Vmuod5H3UVAbY6hbmTBb0kz5?Iy-hFAHgG9dLOdAbckpehI?5ZXFT4j7RTXv83eUirz4?Fr
812
=4x6 =4x4
=4x10
=6x6
=4x10 =4x10
=6x6
=4x10
=4x6 =4x4
1 2748
47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29
28
262
3 25
4 24235
226
217
8 20
199
10 18
11 171213141516
W1
T2
T1
T3
T2
T1
W1
B1 B1B2
ST9ST9ST8
ST7
ST6
ST5
ST4
ST3
ST2
ST1
ST9 ST8
ST7
ST6
ST5
ST4
ST3
ST2
ST1
3-0-0
-3-0-0
3-0-0
43-0-0
7-3-12
23-7-14
16-4-2
16-4-2
16-4-2
40-0-0
40-0-013-5-62-1-413-0-0Scale = 1:77
Plate Offsets (X, Y): [2:0-2-0,0-1-12], [12:0-5-0,0-0-0], [16:0-5-0,0-0-0], [26:0-2-0,0-1-12], [28:Edge,0-3-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 41.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL)-0.04 39-40 >999 240 MT20 169/123
(Roof Snow = 41.0)Lumber DOL 1.15 BC 0.19 Vert(CT)-0.05 39-40 >999 180
TCDL 10.0 Rep Stress Incr YES WB 0.46 Horz(CT)0.01 28 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-R
BCDL 10.0 Weight: 300 lb FT = 20%
LUMBER
TOP CHORD 2x6 SPF-S No.2 *Except* T1:2x6 DF 1800F 1.6E
BOT CHORD 2x4 DF No.1&Btr
WEBS 2x4 SPF-S Std
OTHERS 2x4 SPF-S Std
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 12-16.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 14-38, 13-39, 11-40, 10-41, 9-42,
8-43, 15-37, 17-36, 18-35, 19-34, 20-33
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 20-9-8. except 48=15-2-8, 41=15-2-8, 42=15-2-8, 43=15-2-8,
44=15-2-8, 45=15-2-8, 46=15-2-8, 47=15-2-8
(lb) -Max Horiz 48=-326 (LC 9)
Max Uplift All uplift 100 (lb) or less at joint(s) 30, 31, 32, 33, 34, 35, 37,
38, 43, 44, 45, 46 except 28=-234 (LC 8), 29=-505 (LC 17),
42=-107 (LC 11), 47=-505 (LC 17), 48=-250 (LC 7)
Max Grav All reactions 250 (lb) or less at joint(s) 29, 31, 32, 33, 34, 35,
37, 42, 44, 45, 47 except 28=1130 (LC 17), 30=277 (LC 1),
36=258 (LC 1), 38=630 (LC 1), 41=640 (LC 1), 43=264 (LC 1),
46=277 (LC 1), 48=1130 (LC 17)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-48=-1122/425, 1-2=0/334, 2-3=-282/222, 6-7=-128/276, 7-8=-163/337, 8-9=-198/400, 9-10=-230/485, 10-11=-281/483,
11-12=-236/433, 12-13=-236/467, 13-14=-236/467, 14-15=-236/467, 15-16=-236/467, 16-17=-228/426, 17-18=-269/519,
18-19=-238/467, 19-20=-199/399, 20-21=-163/337, 21-22=-128/276, 25-26=-270/209, 26-27=0/334, 26-28=-1122/424
WEBS 14-38=-410/33, 10-41=-406/16, 3-47=-131/556, 25-29=-125/556
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3E) -3-1-8 to 0-10-8, Exterior(2N) 0-10-8 to 16-4-2, Corner(3R) 16-4-2 to 20-4-2, Exterior(2N) 20-4-2 to 23-7-14, Corner(3R) 23-7-14 to 27-7-14, Exterior(2N) 27-7-14 to 43-1-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult
qualified building designer as per ANSI/TPI 1.
3)TCLL: ASCE 7-16; Pf=41.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 41.0 psf on overhangs non-concurrent with other live loads.
5)Provide adequate drainage to prevent water ponding.
6)All plates are 2x4 MT20 unless otherwise indicated.
7)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
8)Gable studs spaced at 2-0-0 oc.
9)* This truss has been designed for a 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) 38, 43,44, 45, 46, 37, 35, 34, 33, 32, 31, 30 except (jt=lb)
48=249, 28=234, 42=107, 47=505, 29=505.
11)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
Job Truss Truss Type Qty Ply WEST SIDE FLATS 18-PLEX
B05 6 1WEST SIDE 18-PLEX Piggyback Base Supported Gable Job Reference (optional)
Simkins Hallin Lumber Company, Bozeman,MT, jim Run: 8.43 S Jan 20 2021 Print: 8.430 S Jan 20 2021 MiTek Industries, Inc. Mon Jun 21 15:58:33 Page: 1
ID:GavFteblbBK22y6OkD7SW?z5?IZ-9SkftcAF6il1DmJ0COpEen3SaUA5Ay72MjO1EIz4?Fq
Continued on page 2
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 WEST SIDE FLATS 18-PLEX
B05 6 1WEST SIDE 18-PLEX Piggyback Base Supported Gable Job Reference (optional)
Simkins Hallin Lumber Company, Bozeman,MT, jim Run: 8.43 S Jan 20 2021 Print: 8.430 S Jan 20 2021 MiTek Industries, Inc. Mon Jun 21 15:58:33 Page: 2
ID:GavFteblbBK22y6OkD7SW?z5?IZ-9SkftcAF6il1DmJ0COpEen3SaUA5Ay72MjO1EIz4?Fq
812
=4x6 =4x4
=4x6
=4x10
=4x6 =4x10 =4x10
=4x6
=4x10
=4x6
29153
52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30
28
27
2 263
254524
236
227
218
209
1910
1811
1213 14 15 1617
W1
T2
T1
T3
T2
T1
B1 B3B2 HW2
ST9ST9ST9ST8
ST7
ST6
ST5
ST4
ST3
ST2
ST1
ST9 ST8
ST7
ST6
ST5
ST4
ST3
ST2
ST1
ST10
3-0-0
-3-0-0
7-3-12
23-7-14
16-4-2
16-4-2
19-4-2
43-0-0
42-0-013-5-62-1-40-9-413-0-0Scale = 1:78.4
Plate Offsets (X, Y): [5:0-2-13,Edge], [12:0-5-0,0-0-0], [17:0-5-0,0-0-0], [24:0-2-13,Edge], [28:Edge,0-1-5]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 41.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL)n/a -n/a 999 MT20 169/123
(Roof Snow = 41.0)Lumber DOL 1.15 BC 0.07 Vert(CT)n/a -n/a 999
TCDL 10.0 Rep Stress Incr YES WB 0.57 Horz(CT)-0.01 28 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S
BCDL 10.0 Weight: 304 lb FT = 20%
LUMBER
TOP CHORD 2x6 SPF-S No.2 *Except* T1:2x6 DF 1800F 1.6E
BOT CHORD 2x4 DF No.1&Btr
WEBS 2x4 SPF-S Std
OTHERS 2x4 SPF-S Std
WEDGE Right: 2x4 SPF-S Std
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 12-17.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 15-41, 14-42, 13-43, 11-45, 10-46,
9-47, 16-40, 18-39, 19-37, 20-36
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 42-0-0.
(lb) -Max Horiz 53=-305 (LC 9)
Max Uplift All uplift 100 (lb) or less at joint(s) 30, 31, 32, 33, 34, 35, 36, 37, 39, 40, 41, 42, 46, 47, 48, 49, 50, 51 except 28=-214 (LC 8), 52=-724 (LC 17), 53=-130 (LC 7)
Max Grav All reactions 250 (lb) or less at joint(s) 30, 32, 33, 34, 35, 36,
37, 39, 41, 42, 45, 46, 47, 48, 49, 51, 52 except 28=306 (LC
22), 31=256 (LC 1), 40=256 (LC 24), 43=252 (LC 1), 50=257
(LC 1), 53=1456 (LC 17)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-53=-1470/499, 1-2=0/334, 2-3=-439/217, 7-8=-171/286, 8-9=-206/347, 9-10=-244/412, 10-11=-284/481, 11-12=-281/473, 12-13=-258/449, 13-14=-258/449, 14-15=-258/449, 15-16=-258/449, 16-17=-258/449, 17-18=-281/473, 18-19=-284/481, 19-20=-244/412, 20-21=-206/347, 21-22=-208/286, 22-23=-221/256, 23-24=-232/257, 25-26=-247/259, 26-27=-262/276, 27-28=-309/324
WEBS 3-52=-206/775
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3E) -3-1-8
to 1-0-0, Exterior(2N) 1-0-0 to 16-4-2, Corner(3R) 16-4-2 to 20-6-8, Exterior(2N) 20-6-8 to 23-7-14,Corner(3R) 23-7-14 to 27-10-4, Exterior(2N) 27-10-4 to 43-1-8 zone;
cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult
qualified building designer as per ANSI/TPI 1.
3)TCLL: ASCE 7-16; Pf=41.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 41.0 psf on overhangs non-concurrent with other live loads.
5)Provide adequate drainage to prevent water ponding.
6)All plates are 2x4 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 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) 41, 42,46, 47, 48, 49, 50, 51, 40, 39, 37, 36, 35, 34, 33, 32, 31, 30 except (jt=lb) 53=130, 28=213, 52=723.
11)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
Job Truss Truss Type Qty Ply WEST SIDE FLATS 18-PLEX
B06 2 1WEST SIDE 18-PLEX Piggyback Base Supported Gable Job Reference (optional)
Simkins Hallin Lumber Company, Bozeman,MT, jim Run: 8.43 S Jan 20 2021 Print: 8.430 S Jan 20 2021 MiTek Industries, Inc. Mon Jun 21 15:58:33 Page: 1
ID:2Owi7BuRisTUYoWCiz4J1Hz5?IA-9SkftcAF6il1DmJ0COpEen3SaUByAxQ2MjO1EIz4?Fq
Continued on page 2
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 WEST SIDE FLATS 18-PLEX
B06 2 1WEST SIDE 18-PLEX Piggyback Base Supported Gable Job Reference (optional)
Simkins Hallin Lumber Company, Bozeman,MT, jim Run: 8.43 S Jan 20 2021 Print: 8.430 S Jan 20 2021 MiTek Industries, Inc. Mon Jun 21 15:58:33 Page: 2
ID:2Owi7BuRisTUYoWCiz4J1Hz5?IA-9SkftcAF6il1DmJ0COpEen3SaUByAxQ2MjO1EIz4?Fq
612THISENDOVER
STORAGE ROOM
BEARING POINT
=4x10
=6x6
=6x6
=2x4
=4x4 =4x6
=4x4 =3x8
=6x6
=4x4
=4x6 =4x4
=2x4
=6x6
=6x6
=4x10
111
2
16 15 14 13 12
101722
93
84182157
19 20
6
T2
T1
T2
T1
B1 B1B2
W3
W4 W1W2W1
HW1 HW1
2-0-0
-2-0-0
2-0-0
34-0-0
7-10-4
16-0-0
7-10-4
23-10-4
8-1-12
8-1-12
8-1-12
32-0-0
7-3-8
15-5-4
8-1-12
8-1-12
8-1-12
32-0-0
8-5-0
23-10-49-6-21-1-129-1-12Scale = 1:61.5
Plate Offsets (X, Y): [2:0-7-10,Edge], [6:0-3-0,0-4-4], [10:0-7-10,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 41.0 Plate Grip DOL 1.15 TC 0.79 Vert(LL)-0.05 12 >999 240 MT20 169/123
(Roof Snow = 41.0)Lumber DOL 1.15 BC 0.28 Vert(CT)-0.11 2-16 >999 180
TCDL 10.0 Rep Stress Incr YES WB 0.83 Horz(CT)0.03 10 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S
BCDL 10.0 Weight: 166 lb FT = 20%
LUMBER
TOP CHORD 2x6 SPF-S No.2
BOT CHORD 2x4 DF No.1&Btr
WEBS 2x4 SPF-S Std
SLIDER Left 2x8 DF No.2 --4-7-8, Right 2x8 DF No.2 --4-7-8
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-8-12 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 6-14, 8-14, 4-14
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)2=1071/0-5-8, (min. 0-1-8), 10=1146/0-5-8, (min. 0-1-8),
14=2116/0-5-8, (min. 0-2-4)
Max Horiz 2=-103 (LC 11)
Max Uplift 2=-112 (LC 13), 10=-130 (LC 14), 14=-54 (LC 13)
Max Grav 2=1123 (LC 20), 10=1205 (LC 21), 14=2116 (LC 1)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-17=-1146/147, 3-17=-996/162, 3-4=-772/183, 6-19=-14/460, 6-20=-25/399, 8-9=-933/195, 9-22=-1164/173,
10-22=-1308/159
BOT CHORD 2-16=-109/819, 15-16=-109/819, 14-15=-109/819, 13-14=-65/958, 12-13=-65/958, 10-12=-65/958
WEBS 6-14=-908/75, 8-14=-1259/214, 4-14=-1212/214
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -2-1-4
to 1-1-3, Interior (1) 1-1-3 to 16-0-0, Exterior(2R) 16-0-0 to 19-2-6, Interior (1) 19-2-6 to 34-1-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C
for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-16; Pf=41.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.103)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 41.0 psf on overhangs non-concurrent with 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)One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2, 14, and 10. This connection is for uplift only and does not
consider lateral forces.
7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply WEST SIDE FLATS 18-PLEX
C01 18 1WEST SIDE 18-PLEX Common Job Reference (optional)
Simkins Hallin Lumber Company, Bozeman,MT, jim Run: 8.43 S Jan 20 2021 Print: 8.430 S Jan 20 2021 MiTek Industries, Inc. Mon Jun 21 15:58:33 Page: 1
ID:i7O4lcuxrZG4r9dvs7Y?D4z5?Fb-9SkftcAF6il1DmJ0COpEen3PRU8gAtM2MjO1EIz4?Fq
612
THIS END OVER
STORAGE ROOM
BEARING POINT
=3x8
=6x6
=6x6
=4x6
=4x4
=4x6
=4x6
=4x6
=3x8
=6x6
=4x6 =4x6 =4x6 =4x6
=4x4
=6x6
=6x6
=6x6
=3x8
191
2
31 30 29 28 27 2625 24 23 22 21 20
18
4338
32 35
33 36
1733437
4 165151463942137
1284140
119
10
T2
T1
T2
T1
B1 B1
W3
W4 W1W2W1
HW1 HW1
ST6
ST7
ST4
ST5
ST2
ST3ST1
ST8
ST9
ST10
ST11
ST12
ST13 ST1
2-0-0
-2-0-0
2-0-0
34-0-0
7-10-4
16-0-0
7-10-4
23-10-4
8-1-12
8-1-12
8-1-12
32-0-0
7-3-8
15-5-4
8-1-12
8-1-12
8-1-12
32-0-0
8-5-0
23-10-49-6-21-1-129-1-12Scale = 1:61.5
Plate Offsets (X, Y): [2:Edge,0-0-0], [15:0-3-0,Edge], [18:Edge,0-0-0], [25:0-2-12,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 41.0 Plate Grip DOL 1.15 TC 0.52 Vert(LL)-0.19 23 >999 240 MT20 169/123
(Roof Snow = 41.0)Lumber DOL 1.15 BC 0.55 Vert(CT)-0.23 23 >854 180
TCDL 10.0 Rep Stress Incr YES WB 0.87 Horz(CT)0.03 18 n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-S
BCDL 10.0 Weight: 209 lb FT = 20%
LUMBER
TOP CHORD 2x6 SPF-S No.2
BOT CHORD 2x4 DF No.1&Btr
WEBS 2x4 SPF-S Std
OTHERS 2x4 SPF-S Std
SLIDER Left 2x8 DF No.2 --4-7-8, Right 2x8 DF No.2 --4-7-8
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-6-6 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 10-26
JOINTS 1 Brace at Jt(s): 33, 34, 35, 36,
37
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)2=1070/0-5-8, (min. 0-1-8), 18=1146/0-5-8, (min. 0-1-8), 26=2116/0-5-8, (min. 0-2-4)
Max Horiz 2=-103 (LC 11)
Max Uplift 2=-93 (LC 13), 18=-115 (LC 14), 26=-90 (LC 13)
Max Grav 2=1127 (LC 20), 18=1226 (LC 21), 26=2116 (LC 1)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-38=-1145/100, 3-38=-980/115, 3-4=-901/126, 4-5=-833/164, 5-6=-745/168, 9-40=-20/296, 9-10=-37/288,10-11=-34/301, 14-15=-947/189, 15-16=-1025/184, 16-17=-1101/144, 17-43=-1197/130, 18-43=-1351/119
BOT CHORD 2-31=-75/806, 30-31=-75/806, 29-30=-75/806, 28-29=-75/806, 27-28=-75/806, 26-27=-75/806, 25-26=-35/985,
24-25=-35/985, 23-24=-35/985, 22-23=-35/985, 21-22=-35/985, 20-21=-35/985, 18-20=-35/985
WEBS 10-26=-723/8, 26-35=-1237/212, 35-36=-1239/213, 36-37=-1198/206, 14-37=-1243/215, 14-21=-47/295, 6-34=-1154/202, 33-34=-1117/194, 32-33=-1145/199, 26-32=-1171/202, 6-30=-46/285, 9-32=-358/68, 27-32=-312/63
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -2-1-4
to 1-1-3, Interior (1) 1-1-3 to 16-0-0, Exterior(2R) 16-0-0 to 19-2-6, Interior (1) 19-2-6 to 34-1-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C
for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult
qualified building designer as per ANSI/TPI 1.
3)TCLL: ASCE 7-16; Pf=41.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
4)Unbalanced snow loads have been considered for this design.
5)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 41.0 psf on overhangs non-concurrent with other live loads.
6)All plates are 2x4 MT20 unless otherwise indicated.
7)Gable studs spaced at 2-0-0 oc.
8)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord andany other members.
9)One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2, 26, and 18. This connection is for uplift only and does not
consider lateral forces.
10)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply WEST SIDE FLATS 18-PLEX
C02 3 1WEST SIDE 18-PLEX Common Structural Gable Job Reference (optional)
Simkins Hallin Lumber Company, Bozeman,MT, jim Run: 8.43 S Jan 20 2021 Print: 8.430 S Jan 20 2021 MiTek Industries, Inc. Mon Jun 21 15:58:34 Page: 1
ID:JepfOqgiYXSs885PAGCFMnz5?Ea-eeI15yBtt0turvuCm5KTA_ceSuQkuJ?CbN7ankz4?Fp
8 12
=4x4 =2x4
=4x4
=4x4
51
2
6
4
3
T1 T1
B1
ST1
1-0-3
1-0-3
1-0-3
7-3-0
2-7-5
6-2-13
2-7-5
3-7-8
5-2-112-5-40-6-14
0-1-8-0-1-82-3-122-3-12Scale = 1:20.5
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 41.0 Plate Grip DOL 1.15 TC 0.08 Vert(LL)n/a -n/a 999 MT20 169/123
(Roof Snow = 41.0)Lumber DOL 1.15 BC 0.03 Vert(CT)n/a -n/a 999
TCDL 10.0 Rep Stress Incr YES WB 0.03 Horz(CT)n/a -n/a n/a
BCLL 0.0*Code IRC2018/TPI2014 Matrix-P
BCDL 10.0 Weight: 22 lb FT = 20%
LUMBER
TOP CHORD 2x6 SPF-S No.2
BOT CHORD 2x4 DF No.1&Btr
OTHERS 2x4 SPF-S 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=265/5-2-11, (min. 0-1-8), 4=265/5-2-11, (min. 0-1-8), 6=234/5-2-11, (min. 0-1-8)
Max Horiz 2=-45 (LC 9)
Max Uplift 2=-30 (LC 11), 4=-34 (LC 12)
FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) zone;
cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3)TCLL: ASCE 7-16; Pf=41.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 41.0 psf on overhangs non-concurrent with other live loads.
5)Gable requires continuous bottom chord bearing.
6)Gable studs spaced at 2-0-0 oc.
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)One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 4. This connection is for uplift only and does not consider lateral forces.
9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
10)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 WEST SIDE FLATS 18-PLEX
PB01 84 1WEST SIDE 18-PLEX Piggyback Job Reference (optional)
Simkins Hallin Lumber Company, Bozeman,MT, jim Run: 8.43 S Jan 20 2021 Print: 8.430 S Jan 20 2021 MiTek Industries, Inc. Mon Jun 21 15:58:34 Page: 1
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