HomeMy WebLinkAboutTRUSS SPECS - 20-00967 - 1228 Stone Dr - New SFRJob
NEW PEAK - ROCKCHUCK1289
Truss
A01
Truss Type
Roof Special
Qty
1
Ply
1 Job Reference (optional)
Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Mar 2 09:48:29 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:gdKf_yLvVfbGEP0bObcpddzfCxy-ik9Lz9T8e1aiU5csYwm6YEMoGh7lrmo_AyWtXtzfAc0
Scale: 3/16"=1'
T2
T3
B1
W8 W5
W4 W2
W1
W3 W6
W7T1
T4
B3B2A
B
C
D
E
F
G
H
L K J
I
7x10
5x6
5x8
3x6
5x6 3x6
3x4
3x10 5x8
1.5x4
3x10
7-6-0
7-6-0
7-8-12
0-2-12
13-0-8
5-3-12
19-0-0
5-11-8
28-6-0
9-6-0
38-0-0
9-6-0
-2-0-0
2-0-0
7-8-12
7-8-12
13-0-8
5-3-12
19-0-0
5-11-8
25-4-0
6-4-0
31-8-0
6-4-0
38-0-0
6-4-0
0-
3
-
1
5
6-
7
-
1
5
0-
3
-
1
5
4.00 12
Plate Offsets (X,Y)-- [F:0-4-0,0-3-4], [H:0-5-2,0-1-8], [I:0-4-0,0-3-0], [K:0-2-4,0-3-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.80
0.65
0.92
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.22
-0.38
0.07
0.13
(loc)
H-I
H-I
H
H-I
l/defl
>999
>965
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 165 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std *Except*
W5,W3: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F
1.6E
BRACING-
TOP CHORD Sheathed or 3-0-1 oc purlins.
BOT CHORD Rigid ceiling directly applied or 5-0-13 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) L=2556/0-5-8 (min. 0-2-12), H=1334/Mechanical
Max HorzL=135(LC 12)
Max UpliftL=-777(LC 8), H=-308(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-1128/1694, C-D=-838/233, D-E=-1389/368, E-F=-1403/360, F-G=-2788/692,
G-H=-3352/876
BOT CHORD B-L=-1502/1161, K-L=-1427/1076, J-K=-39/742, I-J=-443/2195, H-I=-776/3120
WEBS C-L=-2399/1027, C-K=-942/2366, D-K=-1011/499, D-J=-330/664, E-J=-79/462,
F-J=-1159/423, F-I=-110/624, G-I=-654/318
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) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
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 3-6-0 tall by 2-0-0 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 100 lb uplift at joint(s) except (jt=lb) L=777,
H=308.
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
NEW PEAK - ROCKCHUCK1289
Truss
A02
Truss Type
Roof Special
Qty
2
Ply
1 Job Reference (optional)
Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Mar 2 09:48:30 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:gdKf_yLvVfbGEP0bObcpddzfCxy-AwijAVUmPKjZ6FB35dHL4Rvz05VqaEb7PcGQ3KzfAc?
Scale = 1:66.0
T2
T3
B1
W8 W5
W4 W2
W1
W3 W6
W7T1
T4
B3B2A
B
C
D
E
F
G
H
I
M L K
J
7x10
5x6
5x8
3x6
5x6 3x6
3x4
3x10 5x8
1.5x4
4x6
7-6-0
7-6-0
7-8-12
0-2-12
13-0-8
5-3-12
19-0-0
5-11-8
28-6-0
9-6-0
38-0-0
9-6-0
-2-0-0
2-0-0
7-8-12
7-8-12
13-0-8
5-3-12
19-0-0
5-11-8
25-4-0
6-4-0
31-8-0
6-4-0
38-0-0
6-4-0
40-0-0
2-0-0
0-
3
-
1
5
6-
7
-
1
5
0-
3
-
1
5
4.00 12
Plate Offsets (X,Y)-- [F:0-4-0,0-3-4], [J:0-4-0,0-3-0], [L:0-2-4,0-3-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.80
0.53
0.89
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.20
-0.34
0.07
0.11
(loc)
J-K
J-K
H
J-K
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 168 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std *Except*
W5,W3: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F
1.6E
BRACING-
TOP CHORD Sheathed or 3-4-9 oc purlins.
BOT CHORD Rigid ceiling directly applied or 5-0-13 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) M=2542/0-5-8 (min. 0-2-11), H=1523/0-5-8 (min. 0-1-10)
Max HorzM=124(LC 16)
Max UpliftM=-775(LC 8), H=-414(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-1128/1694, C-D=-818/226, D-E=-1363/358, E-F=-1378/346, F-G=-2672/627,
G-H=-3197/781
BOT CHORD B-M=-1502/1161, L-M=-1428/1101, K-L=-26/724, J-K=-362/2133, H-J=-635/2941
WEBS C-M=-2384/1022, C-L=-936/2346, D-L=-1005/497, D-K=-327/656, E-K=-75/448,
F-K=-1115/409, F-J=-84/547, G-J=-570/290
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) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
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 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) M=775,
H=414.
6) 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
NEW PEAK - ROCKCHUCK1289
Truss
B01
Truss Type
Roof Special Girder
Qty
1
Ply
1 Job Reference (optional)
Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Mar 2 09:48:31 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:gdKf_yLvVfbGEP0bObcpddzfCxy-e6G5OrVOAerQjPmFfLoadfR5rUqWJkQGeG?zcmzfAc_
Scale = 1:54.0
W1
T1
W1
B1
W2 W1
W2
W1 W2 W1 W2 W1
W2
W1 W2
T1
B1
T2A B C D E F G
N M L K J I H
O P Q R S T U V W X Y Z AA AB AC
AD AE AF AG AH AI AJ AK AL AM AN AO AP AQ AR
6x12 MT20HS
6x8 6x8
6x12 MT20HS8x12
1.5x4 6x8
2x4 8x12
1.5x4 6x8
2x4
1.5x4
8x12
5-2-3
5-2-3
10-2-9
5-0-7
15-3-0
5-0-7
20-3-7
5-0-7
25-3-13
5-0-7
30-6-0
5-2-3
5-2-3
5-2-3
10-2-9
5-0-7
15-3-0
5-0-7
20-3-7
5-0-7
25-3-13
5-0-7
30-6-0
5-2-3
3-
6
-
4
Plate Offsets (X,Y)-- [C:0-3-12,0-3-4], [E:0-3-12,0-3-4], [H:0-5-8,Edge], [K:0-6-0,0-5-4]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.98
0.63
0.66
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.44
-0.62
0.11
0.32
(loc)
K
K
H
K
l/defl
>830
>585
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
MT20HS
Weight: 177 lb FT = 20%
GRIP
220/195
165/146
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
BRACING-
TOP CHORD Sheathed or 1-8-3 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-14 oc bracing.
WEBS 1 Row at midpt A-N, G-H, C-M, E-I
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) N=2656/Mechanical, H=2769/Mechanical
Max UpliftN=-899(LC 4), H=-946(LC 4)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD A-N=-2566/912, A-O=-3697/1258, O-P=-3697/1258, B-P=-3697/1258, B-Q=-3697/1258,
Q-R=-3697/1258, R-S=-3697/1258, C-S=-3697/1258, C-T=-6558/2234, T-U=-6558/2234,
D-U=-6558/2234, D-V=-6558/2234, V-W=-6558/2234, W-X=-6558/2234, E-X=-6558/2234,
E-Y=-3702/1260, Y-Z=-3702/1260, F-Z=-3702/1260, F-AA=-3702/1260, AA-AB=-3702/1260,
AB-AC=-3702/1260, G-AC=-3702/1260, G-H=-2660/970
BOT CHORD M-AF=-2004/5875, AF-AG=-2004/5875, AG-AH=-2004/5875, L-AH=-2004/5875, L-AI=-2004/5875,
AI-AJ=-2004/5875, K-AJ=-2004/5875, K-AK=-2004/5877, AK-AL=-2004/5877,
AL-AM=-2004/5877, J-AM=-2004/5877, J-AN=-2004/5877, AN-AO=-2004/5877, I-AO=-2004/5877
WEBS A-M=-1454/4285, B-M=-814/421, C-M=-2569/879, C-L=0/346, C-K=-271/805, D-K=-757/391,
E-K=-270/802, E-J=0/346, E-I=-2565/878, F-I=-818/423, G-I=-1454/4288
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) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
2) Provide adequate drainage to prevent water ponding.
3) All plates are MT20 plates unless otherwise indicated.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 100 lb uplift at joint(s) except (jt=lb) N=899,
H=946.
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.
Continued on page 2
Job
NEW PEAK - ROCKCHUCK1289
Truss
B01
Truss Type
Roof Special Girder
Qty
1
Ply
1 Job Reference (optional)
Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Mar 2 09:48:31 2020 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:gdKf_yLvVfbGEP0bObcpddzfCxy-e6G5OrVOAerQjPmFfLoadfR5rUqWJkQGeG?zcmzfAc_
NOTES-
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 135 lb down and 108 lb up at 1-9-12, 135 lb down and 108 lb up at 3-9-12,
135 lb down and 108 lb up at 5-9-12, 135 lb down and 108 lb up at 7-9-12, 135 lb down and 108 lb up at 9-9-12, 135 lb down and 108 lb up at 11-9-12, 135 lb down and 108
lb up at 13-9-12, 135 lb down and 108 lb up at 15-9-12, 135 lb down and 108 lb up at 17-9-12, 135 lb down and 108 lb up at 19-9-12, 135 lb down and 108 lb up at 21-9-12,
135 lb down and 108 lb up at 23-9-12, 135 lb down and 108 lb up at 25-9-12, and 135 lb down and 108 lb up at 27-9-12, and 154 lb down and 112 lb up at 29-9-12 on top
chord, and 67 lb down at 1-9-12, 67 lb down at 3-9-12, 67 lb down at 5-9-12, 67 lb down at 7-9-12, 67 lb down at 9-9-12, 67 lb down at 11-9-12, 67 lb down at 13-9-12, 67 lb
down at 15-9-12, 67 lb down at 17-9-12, 67 lb down at 19-9-12, 67 lb down at 21-9-12, 67 lb down at 23-9-12, 67 lb down at 25-9-12, and 67 lb down at 27-9-12, and 75 lb
down at 29-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: A-G=-84, H-N=-14
Concentrated Loads (lb)
Vert: O=-135(B) P=-135(B) Q=-135(B) R=-135(B) S=-135(B) T=-135(B) U=-135(B) V=-135(B) W=-135(B) X=-135(B) Y=-135(B) Z=-135(B) AA=-135(B) AB=-135(B)
AC=-154(B) AD=-28(B) AE=-28(B) AF=-28(B) AG=-28(B) AH=-28(B) AI=-28(B) AJ=-28(B) AK=-28(B) AL=-28(B) AM=-28(B) AN=-28(B) AO=-28(B) AP=-28(B)
AQ=-28(B) AR=-31(B)
Job
NEW PEAK - ROCKCHUCK1289
Truss
B02
Truss Type
Roof Special
Qty
1
Ply
1 Job Reference (optional)
Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Mar 2 09:48:31 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:gdKf_yLvVfbGEP0bObcpddzfCxy-e6G5OrVOAerQjPmFfLoadfR72UtDJj7GeG?zcmzfAc_
Scale = 1:51.9
T1
T2
W5
B1
W1 W2 W5 W2 W5 W2 W5 W2
W4 W3
T3
B3B2
A
B C D E F
L K J I H G
6x8 5x6
3x6 3x6 4x6 5x8
1.5x4 5x8
1.5x4 6x8
1.5x4
5x6
5-6-0
5-6-0
11-7-4
6-1-4
17-10-4
6-3-0
24-1-4
6-3-0
30-6-0
6-4-12
5-6-0
5-6-0
11-7-4
6-1-4
17-10-4
6-3-0
24-1-4
6-3-0
30-6-0
6-4-12
2-
9
-
1
5
4-
6
-
4
4-
7
-
1
5
4-
6
-
4
4.00 12
Plate Offsets (X,Y)-- [D:0-4-0,0-3-0], [H:0-3-12,0-3-0], [J:0-4-0,0-3-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.84
0.40
0.74
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.17
-0.26
0.06
0.10
(loc)
I-J
I-J
G
I-J
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 159 lb FT = 20%
GRIP
220/195
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: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BRACING-
TOP CHORD Sheathed or 3-8-6 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 8-0-6 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) G=1480/Mechanical, L=1480/Mechanical
Max HorzL=69(LC 12)
Max UpliftG=-370(LC 8), L=-355(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD A-B=-1678/436, B-C=-2567/700, C-D=-2564/698, D-E=-1817/478, E-F=-1817/478,
F-G=-1437/408, A-L=-1445/401
BOT CHORD J-K=-453/1557, I-J=-700/2630, H-I=-700/2630
WEBS B-K=-654/228, B-J=-310/1307, C-J=-591/224, D-H=-982/268, E-H=-572/228, F-H=-568/2158,
A-K=-393/1658
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) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 100 lb uplift at joint(s) except (jt=lb) G=370,
L=355.
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
NEW PEAK - ROCKCHUCK1289
Truss
B03
Truss Type
Roof Special
Qty
1
Ply
1 Job Reference (optional)
Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Mar 2 09:48:31 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:gdKf_yLvVfbGEP0bObcpddzfCxy-e6G5OrVOAerQjPmFfLoadfR6pUn?JlpGeG?zcmzfAc_
Scale = 1:51.9
T1
T2
T3
B1
W3
W2 W1 W2
W4
W6W7
W5
T4
B2
A
B
C D
E
F
J I H G
2x4
4x6 6x8
7x10
5x6 3x10
3x6
1.5x4 6x8
3x10
8-6-0
8-6-0
14-6-0
6-0-0
22-6-0
8-0-0
30-6-0
8-0-0
4-3-0
4-3-0
8-6-0
4-3-0
14-6-0
6-0-0
22-6-0
8-0-0
30-6-0
8-0-0
2-
9
-
1
5
5-
6
-
4
5-
7
-
1
5
0-
3
-
1
5
5-
6
-
4
4.00 12
Plate Offsets (X,Y)-- [F:0-5-2,0-1-8], [H:0-2-8,0-3-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.92
0.79
0.63
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.27
-0.40
0.11
0.16
(loc)
F-G
F-G
F
F-G
l/defl
>999
>901
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 141 lb FT = 20%
GRIP
220/195
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*
W1,W4: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F
1.6E
BRACING-
TOP CHORD Sheathed, except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-9-15 oc bracing.
WEBS 1 Row at midpt E-H, B-J
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) J=1484/Mechanical, F=1484/Mechanical
Max HorzJ=-153(LC 13)
Max UpliftJ=-308(LC 8), F=-340(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-1864/568, C-D=-1719/566, D-E=-2403/699, E-F=-3731/1031
BOT CHORD I-J=-273/1331, H-I=-465/2161, G-H=-912/3437, F-G=-910/3443
WEBS B-I=-95/626, D-I=-712/190, D-H=-99/532, E-H=-1344/470, E-G=0/298, B-J=-1813/545
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) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 100 lb uplift at joint(s) except (jt=lb) J=308,
F=340.
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
NEW PEAK - ROCKCHUCK1289
Truss
B04
Truss Type
Roof Special
Qty
2
Ply
1 Job Reference (optional)
Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Mar 2 09:48:32 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:gdKf_yLvVfbGEP0bObcpddzfCxy-7JqTbBW0wyzHLZLRD2Kp9s_MRu8W27YQtwlX7CzfAbz
Scale = 1:49.4
T1
T2
B1
W4 W2
W1
W3 W6
W7
W8
W5
T3
B3B2
A
B
C
D
E
F
J I H
G
4x6
5x8
3x6
3x4
4x6 5x8 5x8
1.5x4
5x6
3x10
5-6-8
5-6-8
11-6-0
5-11-8
21-0-0
9-6-0
30-6-0
9-6-0
5-6-8
5-6-8
11-6-0
5-11-8
17-10-0
6-4-0
24-2-0
6-4-0
30-6-0
6-4-0
2-
9
-
1
5
6-
7
-
1
5
0-
3
-
1
5
4.00 12
Plate Offsets (X,Y)-- [D:0-4-0,0-3-4], [F:0-5-2,0-1-8], [G:0-4-0,0-3-0], [H:0-4-0,0-3-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.61
0.71
0.92
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.25
-0.41
0.10
0.14
(loc)
F-G
F-G
F
F-G
l/defl
>999
>889
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 141 lb FT = 20%
GRIP
220/195
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: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BRACING-
TOP CHORD Sheathed or 2-8-8 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-7-5 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) J=1484/Mechanical, F=1484/Mechanical
Max HorzJ=-172(LC 13)
Max UpliftJ=-283(LC 8), F=-324(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD A-B=-1732/522, B-C=-1865/608, C-D=-1876/605, D-E=-3255/936, E-F=-3814/1117,
A-J=-1443/452
BOT CHORD H-I=-336/1583, G-H=-675/2642, F-G=-1004/3557
WEBS B-I=-649/252, B-H=-164/346, C-H=-179/664, D-H=-1158/423, D-G=-107/622, E-G=-649/312,
A-I=-483/1697
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) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
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 3-6-0 tall by 2-0-0 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 100 lb uplift at joint(s) except (jt=lb) J=283,
F=324.
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
NEW PEAK - ROCKCHUCK1289
Truss
C01
Truss Type
Roof Special
Qty
4
Ply
1 Job Reference (optional)
Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Mar 2 09:48:32 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:gdKf_yLvVfbGEP0bObcpddzfCxy-7JqTbBW0wyzHLZLRD2Kp9s_K3uCp280QtwlX7CzfAbz
Scale = 1:43.4
T1 T2
B1
W1
W3 W5
W6
W4
W2 T3
B2
A
B
C
D
E
F
I H G
5x6
5x8
1.5x4 5x8 3x10
1.5x4
5x6
4x6
5-11-8
5-11-8
15-5-8
9-6-0
24-11-8
9-6-0
5-11-8
5-11-8
12-3-8
6-4-0
18-7-8
6-4-0
24-11-8
6-4-0
26-11-8
2-0-0
4-
8
-
2
6-
7
-
1
5
0-
3
-
1
5
4.00 12
Plate Offsets (X,Y)-- [C:0-4-0,0-3-4], [G:0-4-0,0-3-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.76
0.50
0.89
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.15
-0.27
0.06
0.08
(loc)
G
E-G
E
G-H
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 118 lb FT = 20%
GRIP
220/195
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: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BRACING-
TOP CHORD Sheathed or 3-7-8 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 8-2-9 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) I=1196/0-5-8 (min. 0-1-8), E=1405/0-5-8 (min. 0-1-8)
Max HorzI=-241(LC 9)
Max UpliftI=-245(LC 9), E=-374(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD A-B=-991/312, B-C=-1010/314, C-D=-2313/619, D-E=-2844/784, A-I=-1165/376
BOT CHORD G-H=-362/1787, E-G=-659/2609
WEBS C-H=-1120/409, C-G=-86/556, D-G=-580/289, A-H=-296/1062
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) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
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 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) I=245,
E=374.
6) 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
NEW PEAK - ROCKCHUCK1289
Truss
C02
Truss Type
Roof Special
Qty
1
Ply
1 Job Reference (optional)
Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Mar 2 09:48:33 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:gdKf_yLvVfbGEP0bObcpddzfCxy-bVOrpXWehF58zjwenmr2i4XVmIWqnazZ5aU4fezfAby
Scale = 1:41.0
T1 T2
B1
W1
W3 W5
W6
W4
W2 T3
B2
A
B
C
D
E
H G F
5x6
5x8
1.5x4 5x8 3x10
1.5x4
5x6
4x6
5-11-8
5-11-8
15-5-8
9-6-0
24-11-8
9-6-0
5-11-8
5-11-8
12-3-8
6-4-0
18-7-8
6-4-0
24-11-8
6-4-0
4-
8
-
2
6-
7
-
1
5
0-
3
-
1
5
4.00 12
Plate Offsets (X,Y)-- [C:0-4-0,0-3-0], [F:0-4-0,0-3-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.76
0.58
0.91
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.17
-0.30
0.06
0.10
(loc)
E-F
E-F
E
E-F
l/defl
>999
>972
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 115 lb FT = 20%
GRIP
220/195
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: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BRACING-
TOP CHORD Sheathed or 3-4-9 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 7-9-13 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) H=1205/0-5-8 (min. 0-1-8), E=1205/0-5-8 (min. 0-1-8)
Max HorzH=-215(LC 13)
Max UpliftH=-250(LC 9), E=-264(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD A-B=-998/315, B-C=-1017/317, C-D=-2371/643, D-E=-2910/818, A-H=-1172/379
BOT CHORD F-G=-399/1813, E-F=-719/2695
WEBS C-G=-1143/418, C-F=-104/601, D-F=-620/305, A-G=-300/1070
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) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
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 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) H=250,
E=264.
6) 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
NEW PEAK - ROCKCHUCK1289
Truss
C03
Truss Type
Roof Special
Qty
1
Ply
1 Job Reference (optional)
Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Mar 2 09:48:33 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:gdKf_yLvVfbGEP0bObcpddzfCxy-bVOrpXWehF58zjwenmr2i4XVjIWTnalZ5aU4fezfAby
Scale = 1:41.0
T1 T2
B1
W1
W3 W5
W6
W4
W2 T3
B2
A
B
C
D
E
H G F
5x6
5x8
1.5x4 5x8 3x10
1.5x4
5x6
4x6
5-11-8
5-11-8
15-5-8
9-6-0
24-11-8
9-6-0
5-11-8
5-11-8
12-3-8
6-4-0
18-7-8
6-4-0
24-11-8
6-4-0
4-
8
-
2
6-
7
-
1
5
0-
3
-
1
5
4.00 12
Plate Offsets (X,Y)-- [C:0-4-0,0-3-0], [E:0-1-6,Edge], [F:0-4-0,0-3-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.77
0.60
0.92
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.18
-0.33
0.06
0.11
(loc)
E-F
E-F
E
E-F
l/defl
>999
>906
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 115 lb FT = 20%
GRIP
220/195
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: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BRACING-
TOP CHORD Sheathed or 3-3-3 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 7-8-6 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) H=1213/0-5-8 (min. 0-1-8), E=1213/Mechanical
Max HorzH=-215(LC 13)
Max UpliftH=-252(LC 9), E=-267(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD A-B=-1006/317, B-C=-1024/319, C-D=-2415/654, D-E=-2982/838, A-H=-1180/382
BOT CHORD F-G=-405/1837, E-F=-741/2771
WEBS C-G=-1162/423, C-F=-112/631, D-F=-661/318, A-G=-302/1080
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) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
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 3-6-0 tall by 2-0-0 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 100 lb uplift at joint(s) except (jt=lb) H=252,
E=267.
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
NEW PEAK - ROCKCHUCK1289
Truss
C04
Truss Type
Roof Special
Qty
1
Ply
1 Job Reference (optional)
Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Mar 2 09:48:34 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:gdKf_yLvVfbGEP0bObcpddzfCxy-3hyE0tXGSZD?asUqKTMHEH3fwiqPWAgjKEEeC5zfAbx
Scale = 1:41.4
W5
T1
T2
B1
W1
W1 W2
W3
W4
T3
B2
A B C
D
E
H G FI J
3x6
1.5x4 4x8
7x10
3x4
7x10 1.5x4
3x10
8-11-8
8-11-8
16-11-8
8-0-0
24-11-8
8-0-0
4-7-8
4-7-8
8-11-8
4-4-0
16-11-8
8-0-0
24-11-8
8-0-0
5-
6
-
4
5-
7
-
1
5
0-
3
-
1
5
5-
6
-
4
4.00 12
Plate Offsets (X,Y)-- [E:0-5-2,0-1-8], [G:0-4-12,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.80
0.69
0.37
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.21
-0.34
0.07
0.13
(loc)
E-F
E-F
E
E-F
l/defl
>999
>883
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 114 lb FT = 20%
GRIP
220/195
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: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BRACING-
TOP CHORD Sheathed or 2-7-4 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 8-2-0 oc bracing.
WEBS 1 Row at midpt B-H, D-G
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) H=1213/0-5-8 (min. 0-1-8), E=1213/Mechanical
Max HorzH=-215(LC 13)
Max UpliftH=-320(LC 9), E=-274(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-1378/416, C-D=-1563/391, D-E=-2891/739
BOT CHORD H-I=-41/863, I-J=-41/863, G-J=-41/863, F-G=-635/2644, E-F=-634/2649
WEBS B-H=-1302/420, B-G=-214/773, D-G=-1348/490, D-F=0/270
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) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 100 lb uplift at joint(s) except (jt=lb) H=320,
E=274.
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
NEW PEAK - ROCKCHUCK1289
Truss
C05
Truss Type
Roof Special
Qty
1
Ply
1 Job Reference (optional)
Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Mar 2 09:48:34 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:gdKf_yLvVfbGEP0bObcpddzfCxy-3hyE0tXGSZD?asUqKTMHEH3dMipmW7FjKEEeC5zfAbx
Scale = 1:41.7
W5
T1
T2
B1
W1
W5 W1 W2
W3 W4
B2
A B C
D
E
I H G F
4x4
2x4 4x6
3x10
3x10
1.5x4 5x8
3x4
1.5x4
6-1-8
6-1-8
11-11-8
5-10-0
16-11-8
5-0-0
24-11-8
8-0-0
6-1-8
6-1-8
11-11-8
5-10-0
16-11-8
5-0-0
24-11-8
8-0-0
4-
6
-
4
4-
7
-
1
5
0-
3
-
1
5
4-
6
-
4
4.00 12
Plate Offsets (X,Y)-- [E:0-5-2,0-1-8], [G:0-4-0,0-3-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.90
0.73
0.52
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.22
-0.34
0.07
0.13
(loc)
E-F
E-F
E
E-F
l/defl
>999
>867
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 114 lb FT = 20%
GRIP
220/195
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 Sheathed or 2-2-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 8-1-10 oc bracing.
WEBS 1 Row at midpt B-I
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) I=1213/0-5-8 (min. 0-1-8), E=1213/Mechanical
Max HorzI=-174(LC 13)
Max UpliftI=-312(LC 9), E=-282(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-1775/528, C-D=-1954/535, D-E=-2857/739
BOT CHORD H-I=-202/1385, G-H=-202/1385, F-G=-630/2611, E-F=-630/2611
WEBS B-I=-1666/473, B-G=-163/474, D-G=-950/337
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) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 100 lb uplift at joint(s) except (jt=lb) I=312,
E=282.
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
NEW PEAK - ROCKCHUCK1289
Truss
C06
Truss Type
Roof Special Girder
Qty
1
Ply
1 Job Reference (optional)
Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Mar 2 09:48:35 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:gdKf_yLvVfbGEP0bObcpddzfCxy-XuWcDCYuDtLrC030uBtWnVcob6DAFWGsZu_BkXzfAbw
Scale = 1:41.4
W1
T1
W1
B1
W2 W1 W2 W1 W2 W1 W2 W1
W2
T2
B2
A B C D E F
L K J I H G
M N O P Q R S T U V W X
Y Z AA AB AC AD AE AF AG AH AI AJ
4x12
5x8 3x4
6x8 6x12
1.5x4 5x8
2x4 7x10
1.5x4
2x4
5x8
5-0-15
5-0-15
10-0-2
4-11-3
14-11-6
4-11-3
19-10-9
4-11-3
24-11-8
5-0-15
5-0-15
5-0-15
10-0-2
4-11-3
14-11-6
4-11-3
19-10-9
4-11-3
24-11-8
5-0-15
3-
6
-
4
Plate Offsets (X,Y)-- [C:0-4-0,0-3-4], [G:Edge,0-4-4], [I:0-5-0,0-4-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.94
0.46
0.73
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.21
-0.30
0.06
0.16
(loc)
I-J
I-J
G
I-J
l/defl
>999
>975
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 146 lb FT = 20%
GRIP
220/195
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
BRACING-
TOP CHORD Sheathed or 2-10-4 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 7-1-10 oc bracing.
WEBS 1 Row at midpt E-G
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) L=2192/0-5-8 (min. 0-2-5), G=2179/Mechanical
Max UpliftL=-745(LC 4), G=-739(LC 4)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD A-L=-2104/763, A-M=-2867/976, M-N=-2867/976, B-N=-2867/976, B-O=-2867/976,
O-P=-2867/976, P-Q=-2867/976, C-Q=-2867/976, C-R=-4231/1441, R-S=-4231/1441,
D-S=-4231/1441, D-T=-4231/1441, T-U=-4231/1441, U-V=-4231/1441, E-V=-4231/1441,
F-G=-297/146
BOT CHORD K-AA=-1453/4259, AA-AB=-1453/4259, AB-AC=-1453/4259, J-AC=-1453/4259, J-AD=-1453/4259,
AD-AE=-1453/4259, I-AE=-1453/4259, I-AF=-985/2889, AF-AG=-985/2889, AG-AH=-985/2889,
H-AH=-985/2889, H-AI=-985/2889, AI-AJ=-985/2889, G-AJ=-985/2889
WEBS A-K=-1129/3332, B-K=-802/415, C-K=-1651/566, C-J=0/335, D-I=-726/373, E-I=-541/1592,
E-H=0/363, E-G=-3364/1143
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) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
2) Provide adequate drainage to prevent water ponding.
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 3-6-0 tall by 2-0-0 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 100 lb uplift at joint(s) except (jt=lb) L=745,
G=739.
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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 135 lb down and 108 lb up at 1-4-12
, 135 lb down and 108 lb up at 3-4-12, 135 lb down and 108 lb up at 5-4-12, 135 lb down and 108 lb up at 7-4-12, 135 lb down and 108
lb up at 9-4-12, 135 lb down and 108 lb up at 11-4-12, 135 lb down and 108 lb up at 13-4-12, 135 lb down and 108 lb up at 15-4-12,
135 lb down and 108 lb up at 17-4-12, 135 lb down and 108 lb up at 19-4-12, and 135 lb down and 108 lb up at 21-4-12, and 135 lb
down and 108 lb up at 23-4-12 on top chord, and 67 lb down at 1-4-12, 67 lb down at 3-4-12, 67 lb down at 5-4-12, 67 lb down at
7-4-12, 67 lb down at 9-4-12, 67 lb down at 11-4-12, 67 lb down at 13-4-12, 67 lb down at 15-4-12, 67 lb down at 17-4-12, 67 lb down
at 19-4-12, and 67 lb down at 21-4-12, and 67 lb down at 23-4-12 on bottom chord. The design/selection of such connection device(s)
is the responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) StandardContinued on page 2
Job
NEW PEAK - ROCKCHUCK1289
Truss
C06
Truss Type
Roof Special Girder
Qty
1
Ply
1 Job Reference (optional)
Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Mar 2 09:48:35 2020 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:gdKf_yLvVfbGEP0bObcpddzfCxy-XuWcDCYuDtLrC030uBtWnVcob6DAFWGsZu_BkXzfAbw
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: A-F=-84, G-L=-14
Concentrated Loads (lb)
Vert: M=-135(F) N=-135(F) O=-135(F) P=-135(F) Q=-135(F) R=-135(F) S=-135(F) T=-135(F) U=-135(F) V=-135(F) W=-135(F) X=-135(F) Y=-28(F) Z=-28(F) AA=-28(F)
AB=-28(F) AC=-28(F) AD=-28(F) AE=-28(F) AF=-28(F) AG=-28(F) AH=-28(F) AI=-28(F) AJ=-28(F)
Job
NEW PEAK - ROCKCHUCK1289
Truss
CJ01
Truss Type
Diagonal Hip Girder
Qty
2
Ply
1 Job Reference (optional)
Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Mar 2 09:48:35 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:gdKf_yLvVfbGEP0bObcpddzfCxy-XuWcDCYuDtLrC030uBtWnVcn?6F2FbbsZu_BkXzfAbw
Scale = 1:22.5
T1
W1
B1
W3 W2
HW1
A
B
C
D
E F
I H
G
J
K
L
M
N O P Q
4x4
3x6 4x6
3x4
3x4
1.5x4
0-2-0
0-0-9
0-0-9
5-4-5
5-3-13
10-8-11
5-4-5
-3-7-4
3-7-4
5-4-5
5-4-5
10-8-11
5-4-5
0-
7
-
1
5
3-
7
-
1
0
3.33 12
Plate Offsets (X,Y)-- [B:0-3-9,0-3-2]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.97
0.34
0.39
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.03
-0.06
0.01
0.02
(loc)
H-I
H-I
H
H-I
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 51 lb FT = 20%
GRIP
220/195
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
SLIDER Left 2x4 DF Stud/Std -l 2-8-11
BRACING-
TOP CHORD Sheathed or 5-8-6 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) H=614/Mechanical, B=908/0-8-13 (min. 0-1-8)
Max HorzB=171(LC 4)
Max UpliftH=-206(LC 8), B=-336(LC 4)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-913/198, C-J=-824/205, D-J=-779/203, E-H=-283/139
BOT CHORD B-N=-277/767, I-N=-277/767, I-O=-277/767, O-P=-277/767, P-Q=-277/767, H-Q=-277/767
WEBS D-I=0/255, D-H=-747/271
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) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) H=206,
B=336.
6) 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.
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 24 lb down and 38 lb up at 3-6-6, 69
lb down and 111 lb up at 3-6-9, 23 lb down and 51 lb up at 5-11-6, and 85 lb down and 112 lb up at 7-1-10, and 52 lb down and 93 lb
up at 8-4-4 on top chord, and 11 lb down at 3-6-6, 4 lb down at 3-6-9, 14 lb down at 5-11-6, and 59 lb down at 7-1-10, and 37 lb down
at 8-4-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: A-E=-84, E-F=-84, B-G=-14
Concentrated Loads (lb)
Vert: J=18(F) L=-85(B) M=-52(F) N=-1(B) O=-6(F) P=-24(B) Q=-15(F)
Job
NEW PEAK - ROCKCHUCK1289
Truss
D01
Truss Type
HIP GIRDER
Qty
1
Ply
1 Job Reference (optional)
Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Mar 2 09:48:36 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:gdKf_yLvVfbGEP0bObcpddzfCxy-?44_RYZX_ATiqAeCSuOlKi92kVXP_2d0nYjkGzzfAbv
Scale = 1:43.9
T1
T2
T1
B1
W4 W3
W2 W1 W2
W3 W4
B2
A
B
C
D E
F
G
H
L K J I
M
N
6x8 4x6
5x8
3x4
2x4 4x4 7x10
3x4
2x4
5x8
5-11-4
5-11-4
10-0-0
4-0-12
13-0-0
3-0-0
17-0-12
4-0-12
23-0-0
5-11-4
-2-0-0
2-0-0
5-11-4
5-11-4
10-0-0
4-0-12
13-0-0
3-0-0
17-0-12
4-0-12
23-0-0
5-11-4
25-0-0
2-0-0
0-
3
-
1
5
3-
6
-
4
3-
7
-
1
5
0-
3
-
1
5
3-
6
-
4
4.00 12
Plate Offsets (X,Y)-- [B:0-4-2,0-0-0], [G:0-4-2,0-0-0], [J:0-4-8,0-4-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.59
0.59
0.40
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.29
-0.40
0.10
0.19
(loc)
J-K
J-K
G
K
l/defl
>947
>671
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 116 lb FT = 20%
GRIP
220/195
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 Sheathed or 2-6-7 oc purlins.
BOT CHORD Rigid ceiling directly applied or 7-2-7 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) B=2128/0-5-8 (min. 0-2-4), G=2128/0-5-8 (min. 0-2-4)
Max HorzB=70(LC 8)
Max UpliftB=-684(LC 4), G=-684(LC 5)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-5094/1508, C-D=-4664/1483, D-M=-4354/1424, E-M=-4354/1424, E-F=-4667/1483,
F-G=-5093/1509
BOT CHORD B-L=-1404/4749, K-L=-1404/4749, K-N=-1317/4351, J-N=-1317/4351, I-J=-1340/4748,
G-I=-1340/4748
WEBS C-K=-464/238, D-K=-234/915, E-J=-213/911, F-J=-464/242
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) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=684,
G=684.
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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 168 lb down and 126 lb up at 10-0-0
, and 135 lb down and 126 lb up at 11-6-0, and 168 lb down and 126 lb up at 13-0-0 on top chord, and 616 lb down and 220 lb up at
10-0-0, and 67 lb down at 11-6-0, and 616 lb down and 220 lb up at 12-11-4 on bottom chord. The design/selection of such connection
device(s) is the responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: A-D=-84, D-E=-84, E-H=-84, B-G=-14
Concentrated Loads (lb)
Vert: D=-135(F) E=-135(F) K=-616(F) J=-616(F) M=-135(F) N=-28(F)
Job
NEW PEAK - ROCKCHUCK1289
Truss
D02
Truss Type
Roof Special
Qty
2
Ply
1 Job Reference (optional)
Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Mar 2 09:48:36 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:gdKf_yLvVfbGEP0bObcpddzfCxy-?44_RYZX_ATiqAeCSuOlKi95SVaR_4W0nYjkGzzfAbv
Scale = 1:42.5
T1 T1
B1
W1
W2
W1
W2
B2
A
B
C
D
E
F
G
I H
4x6
3x6 5x6
1.5x4
3x4
1.5x4
3x6
7-8-0
7-8-0
15-4-0
7-8-0
23-0-0
7-8-0
-2-0-0
2-0-0
5-9-0
5-9-0
11-6-0
5-9-0
17-3-0
5-9-0
23-0-0
5-9-0
25-0-0
2-0-0
0-
3
-
1
5
4-
1
-
1
5
0-
3
-
1
5
4.00 12
Plate Offsets (X,Y)-- [B:0-3-14,0-1-8], [F:0-3-14,0-1-8], [H:0-3-0,0-3-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.42
0.39
0.28
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.18
-0.27
0.07
0.09
(loc)
H-I
H-I
F
H-I
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 91 lb FT = 20%
GRIP
220/195
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 Sheathed or 3-11-8 oc purlins.
BOT CHORD Rigid ceiling directly applied or 8-6-4 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size) B=1296/0-5-8 (min. 0-1-8), F=1296/0-5-8 (min. 0-1-8)
Max HorzB=80(LC 12)
Max UpliftB=-338(LC 8), F=-338(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-2581/739, C-D=-2202/638, D-E=-2202/638, E-F=-2581/739
BOT CHORD B-I=-600/2365, H-I=-338/1578, F-H=-621/2365
WEBS D-H=-145/642, E-H=-517/246, D-I=-145/642, C-I=-517/246
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) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
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 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=338,
F=338.
6) 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
NEW PEAK - ROCKCHUCK1289
Truss
D03
Truss Type
ROOF SPECIAL GIRDER
Qty
1
Ply
3 Job Reference (optional)
Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Mar 2 09:48:37 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:gdKf_yLvVfbGEP0bObcpddzfCxy-TGeMeua9lUbZRKDP0bv_swhGovrUjMW90CTIoQzfAbu
Scale = 1:36.4
T1 T1
B1
W1
W2 W3
W4 W5
W2W3
W4W5
B1
A
B
C
D
E
F
G
L K J I H
M N O P Q R S T U V
4x12
5x6
4x12 7x10
3x6
8x12
3x4
2x4
3x6
8x12
3x4
2x4
3-10-0
3-10-0
7-8-0
3-10-0
11-6-0
3-10-0
15-4-0
3-10-0
19-2-0
3-10-0
23-0-0
3-10-0
3-10-0
3-10-0
7-8-0
3-10-0
11-6-0
3-10-0
15-4-0
3-10-0
19-2-0
3-10-0
23-0-0
3-10-0
0-
3
-
1
5
4-
1
-
1
5
0-
3
-
1
5
4.00 12
Plate Offsets (X,Y)-- [A:0-6-0,0-1-11], [G:0-6-0,0-1-11], [I:0-3-8,0-4-0], [J:0-5-0,0-4-8], [K:0-3-8,0-4-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.44
0.73
1.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.32
-0.44
0.11
0.16
(loc)
J-K
J-K
G
J-K
l/defl
>857
>619
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 348 lb FT = 20%
GRIP
220/195
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 Sheathed or 5-4-14 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size) A=6655/0-5-8 (min. 0-2-6), G=7236/0-5-8 (min. 0-2-9)
Max HorzA=-67(LC 32)
Max UpliftA=-1328(LC 4), G=-1440(LC 5)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD A-B=-17650/3503, B-C=-15041/2986, C-D=-11360/2256, D-E=-11360/2256, E-F=-15125/3001,
F-G=-17826/3536
BOT CHORD A-M=-3335/16664, L-M=-3335/16664, L-N=-3335/16664, K-N=-3335/16664, K-O=-2805/14252,
O-P=-2805/14252, J-P=-2805/14252, J-Q=-2771/14331, Q-R=-2771/14331, I-R=-2771/14331,
I-S=-3318/16834, S-T=-3318/16834, H-T=-3318/16834, H-U=-3318/16834, U-V=-3318/16834,
G-V=-3318/16834
WEBS D-J=-1324/6818, E-J=-4315/922, E-I=-600/3169, F-I=-2668/578, F-H=-271/1561,
C-J=-4220/905, C-K=-585/3090, B-K=-2573/558, B-L=-264/1511
NOTES-
1) Special connection required to distribute bottom chord loads equally between all plies.
2) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc.
Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-4-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
3) 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.
4) Unbalanced roof live loads have been considered for this design.
5) 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) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
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 3-6-0 tall by 2-0-0 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) except (jt=lb) A=1328,
G=1440.
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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1056 lb down and 215 lb up at
2-0-12, 1056 lb down and 215 lb up at 4-0-12, 1056 lb down and 215 lb up at 6-0-12, 1064 lb down and 216 lb up at 8-0-12, 1064 lb
down and 216 lb up at 10-0-12, 1064 lb down and 216 lb up at 12-0-12, 1064 lb down and 216 lb up at 14-0-12, 1064 lb down and 216
lb up at 16-0-12, 1064 lb down and 216 lb up at 18-0-12, and 1064 lb down and 216 lb up at 20-0-12, and 1066 lb down and 214 lb up
at 22-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S) StandardContinued on page 2
Job
NEW PEAK - ROCKCHUCK1289
Truss
D03
Truss Type
ROOF SPECIAL GIRDER
Qty
1
Ply
3 Job Reference (optional)
Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Mar 2 09:48:37 2020 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:gdKf_yLvVfbGEP0bObcpddzfCxy-TGeMeua9lUbZRKDP0bv_swhGovrUjMW90CTIoQzfAbu
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: A-D=-84, D-G=-84, A-G=-14
Concentrated Loads (lb)
Vert: L=-1056(B) M=-1056(B) N=-1056(B) O=-1064(B) P=-1064(B) Q=-1064(B) R=-1064(B) S=-1064(B) T=-1064(B) U=-1064(B) V=-1066(B)
Job
NEW PEAK - ROCKCHUCK1289
Truss
E01
Truss Type
Common Supported Gable
Qty
1
Ply
1 Job Reference (optional)
Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Mar 2 09:48:38 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:gdKf_yLvVfbGEP0bObcpddzfCxy-xTBksEanWojQ3UobZJRDP7ETKJMOS10IFsCrLszfAbt
Scale = 1:41.3
T1 T1
B1
ST5
ST4
ST3
ST2
ST1
ST4
ST3
ST2
ST1HW1
HW1B1
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
X W V U T S R Q P
4x4
3x4
3x4
5x6
3x4
3x4
22-0-0
22-0-0
-2-0-0
2-0-0
11-0-0
11-0-0
22-0-0
11-0-0
24-0-0
2-0-0
0-
7
-
1
5
6-
1
-
1
5
0-
7
-
1
5
6.00 12
Plate Offsets (X,Y)-- [B:0-2-0,0-0-6], [N:0-2-0,0-0-6], [T:0-3-0,0-3-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.26
0.04
0.09
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.03
-0.04
0.00
(loc)
O
O
N
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 115 lb FT = 20%
GRIP
220/195
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
SLIDER Left 2x4 DF Stud/Std -l 1-7-6, Right 2x4 DF Stud/Std -l 1-7-6
BRACING-
TOP CHORD Sheathed 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 22-0-0.
(lb) - Max HorzB=115(LC 12)
Max Uplift All uplift 100 lb or less at joint(s) B, U, V, W, X, S, R, Q, P, N
Max Grav All reactions 250 lb or less at joint(s) T, U, V, W, X, S, R, Q, P except B=381(LC 1), N=381(LC 1)
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) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) All plates are 1.5x4 MT20 unless otherwise indicated.
5) Gable requires continuous bottom chord bearing.
6) Gable studs spaced at 2-0-0 oc.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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) B, U, V, W, X, S, R, Q,
P, N.
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
NEW PEAK - ROCKCHUCK1289
Truss
E02
Truss Type
Common
Qty
4
Ply
1 Job Reference (optional)
Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Mar 2 09:48:38 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:gdKf_yLvVfbGEP0bObcpddzfCxy-xTBksEanWojQ3UobZJRDP7EROJH0S?AIFsCrLszfAbt
Scale = 1:38.1
T1
T2
B1
W1
W2
W1
W2
HW1 HW1
B2
A
B
C
D
E
F
G
H
J I
4x6
4x6
4x4
4x6
4x4
5x6
1.5x4
3x4
1.5x4
8-0-0
8-0-0
14-0-0
6-0-0
22-0-0
8-0-0
-2-0-0
2-0-0
5-6-0
5-6-0
11-0-0
5-6-0
16-6-0
5-6-0
22-0-0
5-6-0
0-
7
-
1
5
6-
1
-
1
5
0-
7
-
1
5
6.00 12
Plate Offsets (X,Y)-- [B:0-3-8,0-1-6], [H:0-3-8,0-1-6], [I:0-3-0,0-3-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.39
0.32
0.21
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.07
-0.13
0.04
0.03
(loc)
H-I
H-I
H
I-J
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 102 lb FT = 20%
GRIP
220/195
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
SLIDER Left 2x4 DF Stud/Std -l 3-0-4, Right 2x4 DF Stud/Std -l 3-0-4
BRACING-
TOP CHORD Sheathed or 4-10-10 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) H=1070/Mechanical, B=1260/0-5-8 (min. 0-1-8)
Max HorzB=127(LC 16)
Max UpliftH=-201(LC 13), B=-260(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-1757/500, C-D=-1557/520, D-E=-1450/487, E-F=-1471/496, F-G=-1584/531,
G-H=-1759/516
BOT CHORD B-J=-368/1433, I-J=-167/1019, H-I=-384/1469
WEBS E-I=-141/473, F-I=-425/236, E-J=-124/438, D-J=-395/223
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) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
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 3-6-0 tall by 2-0-0 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 100 lb uplift at joint(s) except (jt=lb) H=201,
B=260.
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
NEW PEAK - ROCKCHUCK1289
Truss
E03
Truss Type
Common
Qty
8
Ply
1 Job Reference (optional)
Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Mar 2 09:48:39 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:gdKf_yLvVfbGEP0bObcpddzfCxy-Pfl73abPH5rHheNn70ySxLndZjeTBSQSUWyOtIzfAbs
Scale = 1:37.0
T1 T1
B1
W1
W2
W1
W2
HW1 HW1
B2
A
B
C
D
E
F
G
I H
4x6
3x4
4x6
4x6
3x4
5x6
1.5x4
3x4
1.5x4
8-0-0
8-0-0
14-0-0
6-0-0
22-0-0
8-0-0
5-6-0
5-6-0
11-0-0
5-6-0
16-6-0
5-6-0
22-0-0
5-6-0
0-
7
-
1
5
6-
1
-
1
5
0-
7
-
1
5
6.00 12
Plate Offsets (X,Y)-- [A:0-3-0,0-1-6], [G:0-3-8,0-1-6], [H:0-3-0,0-3-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.36
0.31
0.21
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.07
-0.13
0.04
0.03
(loc)
A-I
A-I
G
I
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 99 lb FT = 20%
GRIP
220/195
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
SLIDER Left 2x4 DF Stud/Std -l 3-0-4, Right 2x4 DF Stud/Std -l 3-0-4
BRACING-
TOP CHORD Sheathed or 4-10-12 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) A=1078/0-5-8 (min. 0-1-8), G=1078/Mechanical
Max HorzA=103(LC 16)
Max UpliftA=-202(LC 12), G=-202(LC 13)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD A-B=-1775/523, B-C=-1601/538, C-D=-1487/502, D-E=-1487/502, E-F=-1600/538,
F-G=-1775/523
BOT CHORD A-I=-389/1483, H-I=-173/1034, G-H=-389/1483
WEBS D-H=-138/472, E-H=-425/236, D-I=-138/472, C-I=-425/236
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) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
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 3-6-0 tall by 2-0-0 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 100 lb uplift at joint(s) except (jt=lb) A=202,
G=202.
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
NEW PEAK - ROCKCHUCK1289
Truss
G02
Truss Type
Common Supported Gable
Qty
1
Ply
1 Job Reference (optional)
Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Mar 2 09:48:39 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:gdKf_yLvVfbGEP0bObcpddzfCxy-Pfl73abPH5rHheNn70ySxLne3jiYBVkSUWyOtIzfAbs
Scale = 1:33.6
T1 T1
B1
ST4
ST3
ST2
ST1
ST3
ST2
ST1
HW1 HW1
B1
A
B
C
D
E
F
G
H
I
J
K
L
M
T S R Q P O N
4x4
3x4
3x4
5x6
3x4
3x4
17-3-0
17-3-0
-2-0-0
2-0-0
8-7-8
8-7-8
17-3-0
8-7-8
19-3-0
2-0-0
0-
7
-
1
5
4-
1
1
-
1
1
0-
7
-
1
5
6.00 12
Plate Offsets (X,Y)-- [B:0-2-0,0-0-6], [H:0-0-0,0-0-0], [I:0-0-0,0-0-0], [J:0-0-0,0-0-0], [L:0-2-0,0-0-6], [L:0-0-0,0-0-0], [Q:0-3-0,0-3-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.26
0.05
0.06
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.03
-0.04
0.00
(loc)
M
M
L
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 86 lb FT = 20%
GRIP
220/195
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
SLIDER Left 2x4 DF Stud/Std -l 1-6-6, Right 2x4 DF Stud/Std -l 1-6-6
BRACING-
TOP CHORD Sheathed 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 17-3-0.
(lb) - Max HorzB=94(LC 12)
Max Uplift All uplift 100 lb or less at joint(s) B, R, S, T, P, O, N, L
Max Grav All reactions 250 lb or less at joint(s) Q, R, S, T, P, O, N except B=368(LC 1), L=368(LC 1)
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) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) All plates are 1.5x4 MT20 unless otherwise indicated.
5) Gable requires continuous bottom chord bearing.
6) Gable studs spaced at 2-0-0 oc.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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) B, R, S, T, P, O, N, L.
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
NEW PEAK - ROCKCHUCK1289
Truss
G03
Truss Type
Common
Qty
2
Ply
1 Job Reference (optional)
Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Mar 2 09:48:40 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:gdKf_yLvVfbGEP0bObcpddzfCxy-urJVHwc12Pz8Ioy_hkThUYJpp7yQwwDbiAhyPlzfAbr
Scale = 1:33.6
T1 T1
B1
W1
W2W2
HW1 HW1
B1
A
B
C
D
E
F
G
H
I
J
4x6
4x6
3x4
5x8
1.5x4 1.5x4
4x6
3x4
8-7-8
8-7-8
17-3-0
8-7-8
-2-0-0
2-0-0
4-3-12
4-3-12
8-7-8
4-3-12
12-11-4
4-3-12
17-3-0
4-3-12
19-3-0
2-0-0
0-
7
-
1
5
4-
1
1
-
1
1
0-
7
-
1
5
6.00 12
Plate Offsets (X,Y)-- [B:0-3-4,0-1-6], [H:0-0-0,0-0-0], [H:0-3-4,0-1-6], [J:0-4-0,0-3-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.26
0.33
0.17
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.07
-0.13
0.03
0.02
(loc)
B-J
B-J
H
J
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 81 lb FT = 20%
GRIP
220/195
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
SLIDER Left 2x4 DF Stud/Std -l 2-4-1, Right 2x4 DF Stud/Std -l 2-4-1
BRACING-
TOP CHORD Sheathed or 5-11-7 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) B=1019/0-5-8 (min. 0-1-8), H=1019/0-5-8 (min. 0-1-8)
Max HorzB=94(LC 16)
Max UpliftB=-215(LC 12), H=-215(LC 13)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-1296/368, C-D=-1201/382, D-E=-952/292, E-F=-952/292, F-G=-1200/382,
G-H=-1296/368
BOT CHORD B-J=-217/1037, H-J=-230/1037
WEBS E-J=-87/392, F-J=-337/186, D-J=-337/186
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) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
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 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=215,
H=215.
6) 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
NEW PEAK - ROCKCHUCK1289
Truss
G04
Truss Type
Common
Qty
1
Ply
1 Job Reference (optional)
Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Mar 2 09:48:40 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:gdKf_yLvVfbGEP0bObcpddzfCxy-urJVHwc12Pz8Ioy_hkThUYJpp7yNww2biAhyPlzfAbr
Scale = 1:31.2
T1
T2
B1
W1
W2W2
HW1 HW1
B1
A
B
C
D
E
F
G
H
I
4x6
4x6
3x4
4x6
3x4
5x8
1.5x4 1.5x4
8-7-8
8-7-8
17-3-0
8-7-8
-2-0-0
2-0-0
4-3-12
4-3-12
8-7-8
4-3-12
12-11-4
4-3-12
17-3-0
4-3-12
0-
7
-
1
5
4-
1
1
-
1
1
0-
7
-
1
5
6.00 12
Plate Offsets (X,Y)-- [B:0-0-0,0-0-0], [B:0-3-4,0-1-6], [H:0-3-4,0-1-6], [I:0-4-0,0-3-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.26
0.33
0.18
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.07
-0.13
0.03
0.02
(loc)
B-I
H-I
H
H-I
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 78 lb FT = 20%
GRIP
220/195
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
SLIDER Left 2x4 DF Stud/Std -l 2-4-1, Right 2x4 DF Stud/Std -l 2-4-1
BRACING-
TOP CHORD Sheathed or 5-10-10 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) H=835/0-5-8 (min. 0-1-8), B=1029/0-5-8 (min. 0-1-8)
Max HorzB=106(LC 16)
Max UpliftH=-157(LC 13), B=-216(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-1317/386, C-D=-1222/400, D-E=-974/311, E-F=-977/312, F-G=-1188/412,
G-H=-1325/396
BOT CHORD B-I=-272/1055, H-I=-290/1098
WEBS E-I=-109/418, F-I=-384/205, D-I=-336/184
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) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
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 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) H=157,
B=216.
6) 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
NEW PEAK - ROCKCHUCK1289
Truss
G05
Truss Type
COMMON GIRDER
Qty
1
Ply
2 Job Reference (optional)
Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Mar 2 09:48:41 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:gdKf_yLvVfbGEP0bObcpddzfCxy-M2ttUGdfpj5?wxXAFR_w1mssLWAxfHMlxqRVxBzfAbq
Scale = 1:31.2
T1
T2
B1
W1
W2 W3
W4 W5
W2W3
W4W5
HW2
B2
HW1
A
B
C
D
E
F
G
H
I
N M L K J
O P Q R
4x6
7x10
7x10 6x8 7x10 7x10
4x6
4x4
2x4
4x6
6x8
3x4
2x4
3-0-6
3-0-6
6-0-12
3-0-6
8-7-8
2-6-12
11-2-4
2-6-12
14-2-10
3-0-6
17-3-0
3-0-6
-2-0-0
2-0-0
3-0-6
3-0-6
6-0-12
3-0-6
8-7-8
2-6-12
11-2-4
2-6-12
14-2-10
3-0-6
17-3-0
3-0-6
0-
7
-
1
5
4-
1
1
-
1
1
0-
7
-
1
5
6.00 12
Plate Offsets (X,Y)-- [B:0-0-14,0-1-11], [I:1-0-10,0-5-8], [I:0-1-13,0-1-12], [I:0-5-8,0-2-12], [K:0-5-0,0-4-8], [L:0-5-0,0-4-4], [M:0-3-8,0-4-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.79
0.88
0.56
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.13
-0.18
0.06
0.08
(loc)
K-L
K-L
I
L-M
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 213 lb FT = 20%
GRIP
220/195
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*
W1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEDGE
Left: 2x4 DF Stud/Std
SLIDER Right 2x6 DF SS or 1800F 1.6E -l 1-6-0
BRACING-
TOP CHORD Sheathed or 3-2-15 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size) I=6817/0-5-8 (min. 0-3-10), B=4972/0-5-8 (min. 0-2-10)
Max HorzB=107(LC 12)
Max UpliftI=-1673(LC 9), B=-1360(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-8299/2243, C-D=-8771/2422, D-E=-7151/1921, E-F=-7176/1919, F-G=-8942/2276,
G-H=-10032/2489, H-I=-10025/2460
BOT CHORD B-N=-1927/6936, M-N=-1927/6936, M-O=-2139/7803, L-O=-2139/7803, L-P=-1958/8000,
K-P=-1958/8000, K-Q=-2103/8663, J-Q=-2103/8663, J-R=-2103/8663, I-R=-2103/8663
WEBS E-L=-1641/6114, F-L=-2665/640, F-K=-548/2558, G-K=-816/189, G-J=-292/1417,
D-L=-2346/842, D-M=-812/2377, C-M=-336/1058
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 0-7-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-3-0 oc.
Webs 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) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
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 3-6-0 tall by 2-0-0 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 100 lb uplift at joint(s) except (jt=lb) I=1673,
B=1360.
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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2754 lb down and 960 lb up at
6-0-12, 1466 lb down and 384 lb up at 8-0-12, 1470 lb down and 354 lb up at 10-0-12, 1470 lb down and 338 lb up at 12-0-12, and
1470 lb down and 338 lb up at 14-0-12, and 1320 lb down and 321 lb up at 16-0-12 on bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
LOAD CASE(S) StandardContinued on page 2
Job
NEW PEAK - ROCKCHUCK1289
Truss
G05
Truss Type
COMMON GIRDER
Qty
1
Ply
2 Job Reference (optional)
Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Mar 2 09:48:41 2020 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:gdKf_yLvVfbGEP0bObcpddzfCxy-M2ttUGdfpj5?wxXAFR_w1mssLWAxfHMlxqRVxBzfAbq
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: A-E=-84, E-I=-84, B-I=-14
Concentrated Loads (lb)
Vert: J=-1470(F) M=-2754(F) O=-1466(F) P=-1470(F) Q=-1470(F) R=-1320(F)
Job
NEW PEAK - ROCKCHUCK1289
Truss
H01
Truss Type
Common Supported Gable
Qty
1
Ply
1 Job Reference (optional)
Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Mar 2 09:48:41 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:gdKf_yLvVfbGEP0bObcpddzfCxy-M2ttUGdfpj5?wxXAFR_w1ms_ZWN?fPTlxqRVxBzfAbq
Scale = 1:27.0
T1 T1
B1
ST3
ST2
ST1
ST2
ST1
HW1 HW1
A
B
C
D
E
F
G
H
I
J
K
P O N M L
4x4
3x4
3x4
3x4
3x4
13-0-0
13-0-0
-2-0-0
2-0-0
6-6-0
6-6-0
13-0-0
6-6-0
15-0-0
2-0-0
0-
7
-
1
5
3-
1
0
-
1
5
0-
7
-
1
5
6.00 12
Plate Offsets (X,Y)-- [B:0-2-0,0-0-6], [J:0-2-0,0-0-6]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.26
0.05
0.05
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.03
-0.04
0.00
(loc)
K
K
J
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 62 lb FT = 20%
GRIP
220/195
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
SLIDER Left 2x4 DF Stud/Std -l 1-6-6, Right 2x4 DF Stud/Std -l 1-6-6
BRACING-
TOP CHORD Sheathed or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 13-0-0.
(lb) - Max HorzB=-75(LC 17)
Max Uplift All uplift 100 lb or less at joint(s) B, J, O, P, M, L
Max Grav All reactions 250 lb or less at joint(s) N, O, P, M, L except B=364(LC 23), J=364(LC 24)
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) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) All plates are 1.5x4 MT20 unless otherwise indicated.
5) Gable requires continuous bottom chord bearing.
6) Gable studs spaced at 2-0-0 oc.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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) B, J, O, P, M, L.
10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) J.
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
NEW PEAK - ROCKCHUCK1289
Truss
H02
Truss Type
Common
Qty
1
Ply
1 Job Reference (optional)
Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Mar 2 09:48:42 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:gdKf_yLvVfbGEP0bObcpddzfCxy-qERFicdHa0DsY56Mo9V9ZzP5LwfzOrwuAUA3UdzfAbp
Scale = 1:24.5
T1
T2
B1
W1
HW1
HW1A
B
C
D
E
F
G
3x6
3x4
3x4
4x6
3x6
3x4
3x4
1.5x4
6-6-0
6-6-0
13-0-0
6-6-0
6-6-0
6-6-0
13-0-0
6-6-0
15-0-0
2-0-0
0-
7
-
1
5
3-
1
0
-
1
5
0-
7
-
1
5
6.00 12
Plate Offsets (X,Y)-- [A:0-2-12,0-1-14], [E:0-3-4,0-1-14]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.52
0.26
0.10
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.06
-0.08
0.01
0.03
(loc)
A-G
A-G
E
A-G
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 55 lb FT = 20%
GRIP
220/195
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
SLIDER Left 2x4 DF Stud/Std -l 3-6-14, Right 2x4 DF Stud/Std -l 3-6-14
BRACING-
TOP CHORD Sheathed 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) A=623/0-5-8 (min. 0-1-8), E=824/0-5-8 (min. 0-1-8)
Max HorzA=-87(LC 17)
Max UpliftA=-117(LC 12), E=-178(LC 13)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD A-B=-845/246, B-C=-691/259, C-D=-691/263, D-E=-856/252
BOT CHORD A-G=-90/618, E-G=-90/618
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) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
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 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) A=117,
E=178.
6) 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
NEW PEAK - ROCKCHUCK1289
Truss
H03
Truss Type
COMMON GIRDER
Qty
1
Ply
2 Job Reference (optional)
Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Mar 2 09:48:42 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:gdKf_yLvVfbGEP0bObcpddzfCxy-qERFicdHa0DsY56Mo9V9ZzP3jwXhOg2uAUA3UdzfAbp
Scale = 1:24.5
T1
T2
B1
W1
W2 W3W2W3A
B
C
D
E
F
I H GJ K L M
5x6
4x4
5x6 7x10
3x6
3x10
3x6
3x10
3-3-0
3-3-0
6-6-0
3-3-0
9-9-0
3-3-0
13-0-0
3-3-0
3-3-0
3-3-0
6-6-0
3-3-0
9-9-0
3-3-0
13-0-0
3-3-0
15-0-0
2-0-0
0-
7
-
1
5
3-
1
0
-
1
5
0-
7
-
1
5
6.00 12
Plate Offsets (X,Y)-- [H:0-5-0,0-4-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.69
0.79
0.79
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.06
-0.08
0.03
0.04
(loc)
H-I
H-I
E
H-I
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 137 lb FT = 20%
GRIP
220/195
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 Sheathed or 5-7-3 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size) A=4425/0-5-8 (min. 0-2-6), E=2760/0-5-8 (min. 0-1-8)
Max HorzA=-89(LC 9)
Max UpliftA=-1121(LC 8), E=-767(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD A-B=-6222/1617, B-C=-4394/1252, C-D=-4392/1259, D-E=-4403/1210
BOT CHORD A-J=-1378/5240, J-K=-1378/5240, I-K=-1378/5240, I-L=-1378/5240, H-L=-1378/5240, H-M=-976/3661, G-M=-976/3661,
E-G=-976/3661
WEBS C-H=-1035/3587, D-H=-184/394, B-H=-1600/383, B-I=-384/1854
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 0-4-0 oc.
Webs 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) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
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 3-6-0 tall by 2-0-0 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 100 lb uplift at joint(s) except (jt=lb) A=1121,
E=767.
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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1201 lb down and 279 lb up at
0-11-4, 1199 lb down and 288 lb up at 2-11-4, and 1199 lb down and 296 lb up at 4-11-4, and 2165 lb down and 753 lb up at 6-11-4 on
bottom chord. The design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: A-C=-84, C-F=-84, A-E=-14
Continued on page 2
Job
NEW PEAK - ROCKCHUCK1289
Truss
H03
Truss Type
COMMON GIRDER
Qty
1
Ply
2 Job Reference (optional)
Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Mar 2 09:48:42 2020 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:gdKf_yLvVfbGEP0bObcpddzfCxy-qERFicdHa0DsY56Mo9V9ZzP3jwXhOg2uAUA3UdzfAbp
LOAD CASE(S) Standard
Concentrated Loads (lb)
Vert: J=-1201(F) K=-1199(F) L=-1199(F) M=-2165(F)
Job
NEW PEAK - ROCKCHUCK1289
Truss
HF-B1
Truss Type
GABLE
Qty
1
Ply
1 Job Reference (optional)
Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Mar 2 09:48:43 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:gdKf_yLvVfbGEP0bObcpddzfCxy-IQ?dvxewLKLj9FhZMs0O6BxLaK267He2O8wc03zfAbo
Scale = 1:50.8
W1
T1
T2
T3
T4
W2
B1
ST5
ST4
ST3
ST2
ST1ST1
ST4
ST3
ST6 ST6 ST6 ST6 ST6 ST6 ST6
B2
A B C
D
E
F
G
H
I
J
K L M N O P Q R S
AJ AI AH AG AF AE AD AC AB AA Z Y X W V U T
2x4
2x4 3x4
4x4
3x4
5x6
30-6-0
30-6-0
4-4-8
4-4-8
11-6-0
7-1-8
16-6-12
5-0-12
30-6-0
13-11-4
1-
4
-
0
2-
1
0
-
8
6-
7
-
1
2
2-
1
0
-
8
8.94 12
Plate Offsets (X,Y)-- [AB:0-3-0,0-3-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-R
0.23
0.07
0.13
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
-0.00
(loc)
-
-
T
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 146 lb FT = 20%
GRIP
220/195
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 Sheathed 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 30-6-0.
(lb) - Max HorzAJ=133(LC 9)
Max Uplift All uplift 100 lb or less at joint(s) T, AE, AG, AC, AB, AA, Z, Y, X, W, V, U except AJ=-102(LC 10),
AF=-103(LC 12), AH=-101(LC 8), AI=-182(LC 12)
Max Grav All reactions 250 lb or less at joint(s) AJ, T, AD, AE, AF, AG, AH, AI, AC, AB, AA, Z, Y, X, W, V, U
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) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
3) Provide adequate drainage to prevent water ponding.
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 3-6-0 tall by 2-0-0 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) T, AE, AG, AC, AB,
AA, Z, Y, X, W, V, U except (jt=lb) AJ=102, AF=103, AH=101, AI=182.
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
NEW PEAK - ROCKCHUCK1289
Truss
J01
Truss Type
Jack-Open
Qty
2
Ply
1 Job Reference (optional)
Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Mar 2 09:48:43 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:gdKf_yLvVfbGEP0bObcpddzfCxy-IQ?dvxewLKLj9FhZMs0O6BxJ7K2w7Jg2O8wc03zfAbo
Scale = 1:11.6
T1
B1
A
B
C
D
2x4
3-11-12
3-11-12
-2-0-0
2-0-0
3-11-12
3-11-12
0-
3
-
1
5
1-
7
-
1
4
1-
3
-
1
1
1-
7
-
1
4
4.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.32
0.08
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.01
-0.02
-0.00
0.00
(loc)
B-D
B-D
C
B
l/defl
>999
>999
n/a
****
L/d
360
240
n/a
240
PLATES
MT20
Weight: 14 lb FT = 20%
GRIP
220/195
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 Sheathed or 3-11-12 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) C=96/Mechanical, B=431/0-5-8 (min. 0-1-8), D=26/Mechanical
Max HorzB=90(LC 8)
Max UpliftC=-49(LC 12), B=-174(LC 8)
Max GravC=96(LC 1), B=431(LC 1), D=63(LC 3)
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) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) C except (jt=lb)
B=174.
6) 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
NEW PEAK - ROCKCHUCK1289
Truss
J02
Truss Type
Jack-Open
Qty
2
Ply
1 Job Reference (optional)
Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Mar 2 09:48:44 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:gdKf_yLvVfbGEP0bObcpddzfCxy-mdZ06HfY6eTanPFlwaXdeOUPtkL6smvBdof9YWzfAbn
Scale = 1:17.1
T1
B1
W1
A
B
C
E
D2x4 3x4
3x4
0-2-0
6-11-12
6-11-12
-2-0-0
2-0-0
6-9-12
6-9-12
6-11-12
0-2-0
0-
3
-
1
5
2-
7
-
1
4
2-
3
-
1
1
2-
7
-
1
4
4.00 12
Plate Offsets (X,Y)-- [C:0-2-13,0-0-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.58
0.28
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.09
-0.15
-0.00
0.00
(loc)
B-E
B-E
C
B
l/defl
>861
>507
n/a
****
L/d
360
240
n/a
240
PLATES
MT20
Weight: 25 lb FT = 20%
GRIP
220/195
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 Sheathed 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) B=540/0-5-8 (min. 0-1-8), E=50/Mechanical, C=237/Mechanical
Max HorzB=127(LC 8)
Max UpliftB=-186(LC 8), C=-109(LC 12)
Max GravB=540(LC 1), E=120(LC 3), C=237(LC 1)
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) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=186,
C=109.
6) 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.
7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
LOAD CASE(S) Standard
Job
NEW PEAK - ROCKCHUCK1289
Truss
J03
Truss Type
Jack-Open
Qty
2
Ply
1 Job Reference (optional)
Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Mar 2 09:48:44 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:gdKf_yLvVfbGEP0bObcpddzfCxy-mdZ06HfY6eTanPFlwaXdeOUUpkP7smvBdof9YWzfAbn
Scale = 1:11.8
T1
B1
HW1
A
B
C
D
E2x4
3x4
1-11-10
1-11-10
-2-0-0
2-0-0
1-11-10
1-11-10
0-
7
-
1
5
1-
7
-
1
2
1-
3
-
1
1-
7
-
1
2
6.00 12
Plate Offsets (X,Y)-- [B:0-1-8,0-0-6]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.26
0.02
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.00
-0.00
-0.00
0.00
(loc)
B
B-E
D
B
l/defl
>999
>999
n/a
****
L/d
360
240
n/a
240
PLATES
MT20
Weight: 11 lb FT = 20%
GRIP
220/195
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
SLIDER Left 2x4 DF Stud/Std -l 1-5-3
BRACING-
TOP CHORD Sheathed or 1-11-10 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) D=-10/Mechanical, B=361/0-5-8 (min. 0-1-8), E=14/Mechanical
Max HorzB=78(LC 12)
Max UpliftD=-17(LC 12), B=-93(LC 12)
Max GravD=13(LC 8), B=361(LC 1), E=33(LC 3)
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) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) D, B.
6) 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
NEW PEAK - ROCKCHUCK1289
Truss
J04
Truss Type
Jack-Open
Qty
2
Ply
1 Job Reference (optional)
Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Mar 2 09:48:44 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:gdKf_yLvVfbGEP0bObcpddzfCxy-mdZ06HfY6eTanPFlwaXdeOUUpkPTsmvBdof9YWzfAbn
Scale = 1:15.0
T1
B1
HW1
A
B
C
D
E
2x4
3x4
3-3-10
3-3-10
-2-0-0
2-0-0
3-3-10
3-3-10
0-
7
-
1
5
2-
3
-
1
2
6.00 12
Plate Offsets (X,Y)-- [B:0-1-8,0-0-6]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.26
0.06
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.01
-0.01
0.00
0.00
(loc)
B-E
B-E
D
B
l/defl
>999
>999
n/a
****
L/d
360
240
n/a
240
PLATES
MT20
Weight: 15 lb FT = 20%
GRIP
220/195
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
SLIDER Left 2x4 DF Stud/Std -l 1-10-6
BRACING-
TOP CHORD Sheathed or 3-3-10 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) D=81/Mechanical, B=387/0-5-8 (min. 0-1-8), E=23/Mechanical
Max HorzB=104(LC 12)
Max UpliftD=-57(LC 12), B=-89(LC 12)
Max GravD=81(LC 1), B=387(LC 1), E=55(LC 3)
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) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) D, B.
6) 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
NEW PEAK - ROCKCHUCK1289
Truss
J05
Truss Type
Jack-Open
Qty
2
Ply
1 Job Reference (optional)
Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Mar 2 09:48:45 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:gdKf_yLvVfbGEP0bObcpddzfCxy-Ep6OKdgAsxcRPZqxUH3sBc1fY8jcbD9KsSPj4yzfAbm
Scale = 1:18.2
T1
B1
HW1
A
B
C
D
E3x4
3x4
4-7-10
4-7-10
-2-0-0
2-0-0
4-7-10
4-7-10
0-
7
-
1
5
2-
1
1
-
1
2
2-
7
-
1
2-
1
1
-
1
2
6.00 12
Plate Offsets (X,Y)-- [B:0-1-8,0-0-6]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.26
0.13
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.02
-0.04
0.01
0.00
(loc)
B-E
B-E
D
B
l/defl
>999
>999
n/a
****
L/d
360
240
n/a
240
PLATES
MT20
Weight: 20 lb FT = 20%
GRIP
220/195
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
SLIDER Left 2x4 DF Stud/Std -l 2-7-5
BRACING-
TOP CHORD Sheathed or 4-7-10 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) D=153/Mechanical, B=437/0-5-8 (min. 0-1-8), E=32/Mechanical
Max HorzB=131(LC 12)
Max UpliftD=-91(LC 12), B=-93(LC 12)
Max GravD=153(LC 1), B=437(LC 1), E=78(LC 3)
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) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) D, B.
6) 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
NEW PEAK - ROCKCHUCK1289
Truss
J06
Truss Type
Jack-Open
Qty
30
Ply
1 Job Reference (optional)
Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Mar 2 09:48:46 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:gdKf_yLvVfbGEP0bObcpddzfCxy-i?gmXzhodFkI0jP71_a5kpZneX2GKgPU568GdOzfAbl
Scale = 1:21.5
T1
B1
HW1
A
B
C
D
E3x4
3x4
3x4
6-0-0
6-0-0
-2-0-0
2-0-0
6-0-0
6-0-0
0-
7
-
1
5
3-
7
-
1
5
3-
3
-
4
3-
7
-
1
5
6.00 12
Plate Offsets (X,Y)-- [B:0-1-8,0-0-6]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.50
0.23
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.07
-0.11
0.02
0.00
(loc)
B-E
B-E
D
B
l/defl
>999
>643
n/a
****
L/d
360
240
n/a
240
PLATES
MT20
Weight: 25 lb FT = 20%
GRIP
220/195
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
SLIDER Left 2x4 DF Stud/Std -l 3-4-8
BRACING-
TOP CHORD Sheathed 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) D=219/Mechanical, B=495/0-5-8 (min. 0-1-8), E=42/Mechanical
Max HorzB=159(LC 12)
Max UpliftD=-123(LC 12), B=-99(LC 12)
Max GravD=219(LC 1), B=495(LC 1), E=101(LC 3)
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) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B except (jt=lb)
D=123.
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
NEW PEAK - ROCKCHUCK1289
Truss
K01
Truss Type
Common Supported Gable
Qty
1
Ply
1 Job Reference (optional)
Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Mar 2 09:48:46 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:gdKf_yLvVfbGEP0bObcpddzfCxy-i?gmXzhodFkI0jP71_a5kpZqIX51KgkU568GdOzfAbl
Scale = 1:26.9
T1
T2
B1
ST4
ST3
ST2
ST1
ST3
ST2
ST1HW1
HW1
A
B
C
D
E
F
G
H
I
J
Q P O N M L K
4x4
3x6 3x6
4x8 4x8
14-6-0
14-6-0
-2-0-0
2-0-0
7-3-0
7-3-0
14-6-0
7-3-0
0-
7
-
1
5
4-
3
-
7
0-
7
-
1
5
6.00 12
Plate Offsets (X,Y)-- [B:0-1-8,0-0-6], [J:0-1-8,0-3-6]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.26
0.06
0.04
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.00
-0.01
0.00
(loc)
A
A
J
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 68 lb FT = 20%
GRIP
220/195
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
SLIDER Left 2x4 DF Stud/Std -l 1-3-1, Right 2x4 DF Stud/Std -l 1-3-1
BRACING-
TOP CHORD Sheathed 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 14-6-0.
(lb) - Max HorzB=94(LC 12)
Max Uplift All uplift 100 lb or less at joint(s) B, O, P, Q, M, L, K
Max Grav All reactions 250 lb or less at joint(s) J, N, O, P, Q, M, L, K except B=382(LC 1)
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) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) All plates are 1.5x4 MT20 unless otherwise indicated.
5) Gable requires continuous bottom chord bearing.
6) Gable studs spaced at 2-0-0 oc.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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) B, O, P, Q, M, L, K.
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
NEW PEAK - ROCKCHUCK1289
Truss
K02
Truss Type
Common
Qty
4
Ply
1 Job Reference (optional)
Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Mar 2 09:48:47 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:gdKf_yLvVfbGEP0bObcpddzfCxy-ABE8lJhQOZs8es_Kbi5KG16vWxL736zdJmuq9rzfAbk
Scale = 1:26.9
T1
T2
B1
W1
HW1
HW1
A
B
C
D
E
F
G
4x6
4x6
3x4
3x4
4x6
3x4
3x4
1.5x4
7-3-0
7-3-0
14-6-0
7-3-0
-2-0-0
2-0-0
7-3-0
7-3-0
14-6-0
7-3-0
0-
7
-
1
5
4-
3
-
7
0-
7
-
1
5
6.00 12
Plate Offsets (X,Y)-- [B:0-3-8,0-1-6], [F:0-3-8,0-1-6]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.68
0.32
0.11
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.09
-0.12
0.01
0.05
(loc)
F-G
F-G
F
F-G
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 61 lb FT = 20%
GRIP
220/195
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
SLIDER Left 2x4 DF Stud/Std -l 3-11-14, Right 2x4 DF Stud/Std -l 3-11-14
BRACING-
TOP CHORD Sheathed or 5-9-0 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) F=698/0-5-8 (min. 0-1-8), B=896/0-5-8 (min. 0-1-8)
Max HorzB=94(LC 16)
Max UpliftF=-131(LC 13), B=-192(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-966/271, C-D=-789/284, D-E=-789/281, E-F=-956/266
BOT CHORD B-G=-132/705, F-G=-132/705
WEBS D-G=0/267
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) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
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 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) F=131,
B=192.
6) 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
NEW PEAK - ROCKCHUCK1289
Truss
K03
Truss Type
COMMON GIRDER
Qty
1
Ply
2 Job Reference (optional)
Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Mar 2 09:48:47 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:gdKf_yLvVfbGEP0bObcpddzfCxy-ABE8lJhQOZs8es_Kbi5KG16wYxF131AdJmuq9rzfAbk
Scale = 1:26.9
T1
T2
B1
W1
W2 W3W2W3
HW2
A
B
C
D
E
F
G
J I HK L M N
4x6
3x10
7x10 6x8 7x10
3x6
3x10
3x4
2x4
3-7-8
3-7-8
7-3-0
3-7-8
10-10-8
3-7-8
14-6-0
3-7-8
-2-0-0
2-0-0
3-7-8
3-7-8
7-3-0
3-7-8
10-10-8
3-7-8
14-6-0
3-7-8
0-
7
-
1
5
4-
3
-
7
0-
7
-
1
5
6.00 12
Plate Offsets (X,Y)-- [B:0-0-0,0-2-8], [G:0-9-5,0-0-12], [G:0-2-7,0-4-5], [G:0-3-15,0-0-0], [I:0-5-0,0-4-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2015/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.62
0.71
0.42
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.09
-0.13
0.04
0.06
(loc)
I-J
I-J
G
I-J
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 157 lb FT = 20%
GRIP
220/195
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*
W1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
SLIDER Right 2x4 DF Stud/Std -l 1-9-11
BRACING-
TOP CHORD Sheathed or 4-2-13 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size) G=6333/0-5-8 (min. 0-3-6), B=3761/0-5-8 (min. 0-2-0)
Max HorzB=95(LC 31)
Max UpliftG=-1460(LC 9), B=-1026(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-6497/1770, C-D=-6006/1642, D-E=-5977/1629, E-F=-7790/1920, F-G=-7833/1898
BOT CHORD B-J=-1523/5457, J-K=-1523/5457, I-K=-1523/5457, I-L=-1611/6751, L-M=-1611/6751,
H-M=-1611/6751, H-N=-1611/6751, G-N=-1611/6751
WEBS D-I=-1343/4896, E-I=-1678/324, E-H=-305/1882, C-J=-188/591
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 0-7-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-3-0 oc.
Webs 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) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
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 3-6-0 tall by 2-0-0 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 100 lb uplift at joint(s) except (jt=lb) G=1460,
B=1026.
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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2642 lb down and 913 lb up at
6-0-12, 1466 lb down and 369 lb up at 8-0-12, 1470 lb down and 322 lb up at 10-0-12, and 1470 lb down and 297 lb up at 12-0-12, and
1476 lb down and 291 lb up at 14-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Continued on page 2
Job
NEW PEAK - ROCKCHUCK1289
Truss
K03
Truss Type
COMMON GIRDER
Qty
1
Ply
2 Job Reference (optional)
Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Mar 2 09:48:47 2020 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:gdKf_yLvVfbGEP0bObcpddzfCxy-ABE8lJhQOZs8es_Kbi5KG16wYxF131AdJmuq9rzfAbk
LOAD CASE(S) Standard
Uniform Loads (plf)
Vert: A-D=-84, D-G=-84, B-G=-14
Concentrated Loads (lb)
Vert: G=-1476(B) K=-2642(B) L=-1466(B) M=-1470(B) N=-1470(B)