HomeMy WebLinkAboutTRUSS SPECS - 22-00398 - 691 S 2470 W - New SFRJob
MAGNOLIA FH 3C
Truss
A1
Truss Type
GABLE
Qty
1
Ply
1
KARTCHNER MAGNOLIA FH 3C
Job Reference (optional)
8.420 s Jun 17 2021 MiTek Industries, Inc. Wed Dec 8 08:49:20 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:7Tf2DXpy1ZQLIAhP0Gf2Avye4Vk-ZeJnYFvXXxvmmBOLHP2WcjrudcAfLQHOf_wQKQyB3Rz
Scale = 1:71.1
T1 T2
B1
W1 W2
W3
W4 W5
W6
W8 W9
W10
W7
EV2
WCR2
W11
W12
W13 W14
W15 W16 W17 W18W19 W20
T3
T4
B2
T5 T6
ST3
ST4
ST5
ST6
ST7ST8
ST12
ST13
ST14
ST15
A B
C
D E
F
G
H I
J
K
L
M N
O
X W V U T S R Q P
Y
AA
Z
AC
AB
AD
AU
4x8
5x6
4x8
3x6
3x4
5x8
3x4
7x10
7x10 5x10
5x10
3x4
5x8 2x4
5x6
5x6
6x8
5x10 5x8
5x8
4x5
4x5
6x8
4x5
4x5
2x4 2x4
15-0-0
7-
1
1
-
1
2
6-0-0
6-0-0
12-0-0
6-0-0
16-4-4
4-4-4
19-11-4
3-7-0
23-6-4
3-7-0
27-7-0
4-0-12
31-7-12
4-0-12
36-0-0
4-4-4
40-2-8
4-2-8
-1-0-0
1-0-0
6-0-0
6-0-0
12-0-0
6-0-0
16-4-4
4-4-4
21-5-14
5-1-10
22-8-3
1-2-5
24-0-0
1-3-13
25-3-13
1-3-13
26-6-2
1-2-5
31-7-12
5-1-10
36-0-0
4-4-4
40-2-8
4-2-8
0-
4
-
1
10
-
4
-
1
10
-
8
-
1
3
3-
7
-
0
5.00 12
Plate Offsets (X,Y)-- [E:0-4-0,Edge], [F:0-1-14,0-3-8], [L:0-1-14,0-2-8], [M:0-4-0,Edge], [Q:0-4-0,0-3-0], [T:0-3-0,0-3-0], [W:0-3-8,0-3-0], [AB:0-2-8,0-2-12], [AJ:0-1-13,0-0-12]
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
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.44
0.64
0.87
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.34
-0.49
0.06
0.15
(loc)
V-W
V-W
T
V-W
l/defl
>812
>573
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 330 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except*
T3,T4: 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,W8: 2x6 DF 1800F 1.6E or 2x6 DF SS
W11,W15,W16: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N
OTHERS 2x4 DF Stud/Std
BRACING-
TOP CHORD Sheathed or 4-1-9 oc purlins, except end verticals. Except:
1 Row at midpt G-I, I-K
BOT CHORD Rigid ceiling directly applied or 4-11-6 oc bracing.
WEBS 2 Rows at 1/3 pts Y-Z
JOINTS 1 Brace at Jt(s): I, AA
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)B=1212/0-5-8 (min. 0-1-8), P=717/Mechanical, T=784/0-5-8 (min. 0-1-8)
Max Horz B=198(LC 11)
Max UpliftB=-191(LC 12), P=-61(LC 12), T=-42(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-AU=-2218/527, C-AU=-2126/538, C-D=-1488/369, D-E=-589/142, E-F=-464/150,
F-G=-406/146, G-H=-307/116, H-I=-216/569, I-J=-208/540, J-K=-336/122, K-L=-354/133,
L-M=-380/123, M-N=-470/115, N-O=-546/157, O-P=-691/230
BOT CHORD B-X=-582/1949, W-X=-582/1949, V-W=-724/2768, U-V=-849/3265, T-U=-1623/558,
S-T=-1623/558, R-S=-291/1065, Q-R=-228/917
WEBS C-W=-721/296, D-W=-163/678, D-Y=-1315/458, H-AA=-980/369, J-AA=-980/369, N-Z=-278/189,
N-Q=-282/102, O-Q=-128/573, Y-AC=-627/138, AB-AC=-632/140, AB-AD=-191/874,
Z-AD=-191/875, T-AB=-653/162, U-Y=-2451/798, U-AB=-609/2411, S-AB=-335/1338,
S-Z=-870/455, W-Y=-1578/466, Q-Z=-469/381
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=40ft; eave=2ft; Cat. II;
Exp C; Enclosed; MWFRS (directional) and C-C Corner(3E) -1-0-11 to 2-11-9, Exterior(2N) 2-11-9 to 16-3-4, Corner(3R) 31-8-12 to
36-0-0, Exterior(2N) 36-0-0 to 40-0-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=1.33 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 studs spaced at 2-0-0 oc.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
8) Refer to girder(s) for truss to truss connections.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) P, T except (jt=lb)
B=191.
10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
Continued on page 2
Job
MAGNOLIA FH 3C
Truss
A1
Truss Type
GABLE
Qty
1
Ply
1
KARTCHNER MAGNOLIA FH 3C
Job Reference (optional)
8.420 s Jun 17 2021 MiTek Industries, Inc. Wed Dec 8 08:49:22 2021 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:7Tf2DXpy1ZQLIAhP0Gf2Avye4Vk-V1RYzxwn3Z9U?UYkPp4_h8wE6Qs7pKng6IPWOJyB3Rx
NOTES-
11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
12) Attic room checked for L/360 deflection.
LOAD CASE(S) Standard
Job
MAGNOLIA FH 3C
Truss
A2
Truss Type
Common
Qty
7
Ply
1
KARTCHNER MAGNOLIA FH 3C
Job Reference (optional)
8.420 s Jun 17 2021 MiTek Industries, Inc. Wed Dec 8 08:49:23 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:7Tf2DXpy1ZQLIAhP0Gf2Avye4Vk-zD?wAHxPqsHLde7wzXbDEMTPspBMYn1qLy94xlyB3Rw
Scale = 1:76.3
T1 T2
B1
W1 W2
W3
W4 W5
W6
W8 W9
W10
W7
EV2
WCR2W11
W12
W13 W14
W15 W16 W17 W18W19 W20
T3
T4
B2
T5 T6
A B
C
D E
F
G
H I J
K
L
M N
O
X W V U T S R Q P
Y
AA
Z
AC
AB
AD
AE
4x8
5x6
4x8
3x6
3x4
1.5x4 5x8
3x4
7x10
7x10
1.5x4
5x10
1.5x4
5x10
3x4
5x8
1.5x4
2x4
5x6
5x6
6x8
5x10
1.5x4
1.5x4
5x8
5x8
4x5
4x5
6x8
4x5
4x5
15-0-0
7-
1
1
-
1
2
6-0-0
6-0-0
12-0-0
6-0-0
16-4-4
4-4-4
19-11-4
3-7-0
23-6-4
3-7-0
27-7-0
4-0-12
31-7-12
4-0-12
36-0-0
4-4-4
40-2-8
4-2-8
-1-0-0
1-0-0
6-0-0
6-0-0
12-0-0
6-0-0
16-4-4
4-4-4
21-5-14
5-1-10
22-8-3
1-2-5
24-0-0
1-3-13
25-3-13
1-3-13
26-6-2
1-2-5
31-7-12
5-1-10
36-0-0
4-4-4
40-2-8
4-2-8
0-
4
-
1
10
-
4
-
1
10
-
8
-
1
3
3-
7
-
0
5.00 12
Plate Offsets (X,Y)-- [E:0-4-0,Edge], [F:0-1-14,0-3-8], [L:0-1-14,0-2-8], [M:0-4-0,Edge], [Q:0-4-0,0-3-0], [T:0-3-0,0-3-0], [W:0-3-8,0-3-0], [AB:0-2-8,0-2-12]
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
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.44
0.64
0.87
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.34
-0.49
0.06
0.15
(loc)
V-W
V-W
T
V-W
l/defl
>812
>573
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 302 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except*
T3,T4: 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,W8: 2x6 DF 1800F 1.6E or 2x6 DF SS
W11,W15,W16: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N
BRACING-
TOP CHORD Sheathed or 4-1-9 oc purlins, except end verticals. Except:
1 Row at midpt G-I, I-K
BOT CHORD Rigid ceiling directly applied or 4-11-6 oc bracing.
WEBS 2 Rows at 1/3 pts Y-Z
JOINTS 1 Brace at Jt(s): I, AA
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)B=1212/0-5-8 (min. 0-1-8), P=717/Mechanical, T=784/0-5-8 (min. 0-1-8)
Max Horz B=198(LC 11)
Max UpliftB=-191(LC 12), P=-61(LC 12), T=-42(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-AE=-2218/279, C-AE=-2126/289, C-D=-1488/220, D-E=-589/91, E-F=-464/100,
F-G=-406/100, G-H=-307/85, H-I=-161/569, I-J=-159/540, J-K=-336/86, K-L=-354/98,
L-M=-380/82, M-N=-470/75, N-O=-546/129, O-P=-691/114
BOT CHORD B-X=-392/1949, W-X=-392/1949, V-W=-603/2768, U-V=-707/3265, T-U=-1623/363,
S-T=-1623/363, R-S=-291/1065, Q-R=-226/917
WEBS C-W=-721/160, D-W=-89/678, D-Y=-1315/322, H-AA=-980/275, J-AA=-980/275, N-Z=-278/175,
N-Q=-282/73, O-Q=-51/573, Y-AC=-627/94, AB-AC=-632/92, AB-AD=-210/874, Z-AD=-210/875,
T-AB=-653/105, U-Y=-2451/625, U-AB=-463/2411, S-AB=-187/1338, S-Z=-870/391,
W-Y=-1578/360, Q-Z=-469/381
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II;
Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-11 to 2-11-9, Interior(1) 2-11-9 to 16-3-4, Exterior(2R) 31-8-12 to
36-0-0, Interior(1) 36-0-0 to 40-0-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=1.33 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) P, T except (jt=lb)
B=191.
7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
9) Attic room checked for L/360 deflection.
LOAD CASE(S) Standard
Job
MAGNOLIA FH 3C
Truss
B1
Truss Type
Hip Girder
Qty
1
Ply
2
KARTCHNER MAGNOLIA FH 3C
Job Reference (optional)
8.420 s Jun 17 2021 MiTek Industries, Inc. Wed Dec 8 08:49:25 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:7Tf2DXpy1ZQLIAhP0Gf2Avye4Vk-vc7gbzzgLUX3syGJ4ydhJnYnRdxC0mG7oGeB?eyB3Ru
Scale = 1:50.2
0-
1
-
4
0-
1
-
4
T1
T2
T3
B1
W1
W2 W3 W4 W5 W6
W7
B2B3A
B
C
D E F
G
H
I
L K J
M N
O P Q R
5x6 5x6
4x5
7x10
1.5x4
3x8 7x10
3x8
1.5x4
4x5
Special
Special Special
Special
Special Special
Special
8-0-0
8-0-0
14-1-12
6-1-12
20-3-8
6-1-12
28-3-8
8-0-0
-1-0-0
1-0-0
4-0-0
4-0-0
8-0-0
4-0-0
14-1-12
6-1-12
20-3-8
6-1-12
24-3-8
4-0-0
28-3-8
4-0-0
29-3-8
1-0-0
0-
6
-
3
5-
8
-
1
5
5-
1
0
-
3
6-
4
-
3
0-
6
-
3
5-
8
-
1
5
8.00 12
Plate Offsets (X,Y)-- [B:0-2-7,0-2-0], [D:0-3-0,0-2-3], [F:0-3-0,0-2-3], [H:0-2-7,0-2-0], [J:0-4-12,0-4-8], [L:0-4-12,0-4-8]
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
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.31
0.43
0.57
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.15
-0.20
0.06
0.09
(loc)
K-L
K-L
H
K-L
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 321 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*
W3,W5: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F
1.6E
BRACING-
TOP CHORD Sheathed or 6-0-0 oc purlins, except
2-0-0 oc purlins (6-0-0 max.): D-F.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)B=3585/0-5-8 (min. 0-1-15), H=3585/0-5-8 (min. 0-1-15)
Max Horz B=-136(LC 6)
Max UpliftB=-934(LC 8), H=-934(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-5622/1467, C-D=-5464/1471, D-M=-4493/1265, E-M=-4495/1265, E-N=-4495/1265,
F-N=-4493/1265, F-G=-5464/1471, G-H=-5622/1467
BOT CHORD B-L=-1095/4440, L-O=-1401/5773, O-P=-1401/5773, K-P=-1401/5773, K-Q=-1401/5773,
Q-R=-1401/5773, J-R=-1401/5773, H-J=-1095/4440
WEBS C-L=-247/304, D-L=-696/2564, E-L=-1815/449, E-K=-415/1703, E-J=-1815/449,
F-J=-696/2564, G-J=-247/304
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 0-7-0 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II;
Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate
grip DOL=1.33
5) Provide adequate drainage to prevent water ponding.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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) B=934,
H=934.
9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1061 lb down and 370 lb up at
8-0-0, 373 lb down and 110 lb up at 10-0-12, 373 lb down and 110 lb up at 12-0-12, 746 lb down and 219 lb up at 14-0-12, 373 lb
down and 110 lb up at 16-2-12, and 373 lb down and 110 lb up at 18-2-12, and 1061 lb down and 370 lb up at 20-2-12 on bottom
chord. The design/selection of such connection device(s) is the responsibility of others.
Continued on page 2
Job
MAGNOLIA FH 3C
Truss
B1
Truss Type
Hip Girder
Qty
1
Ply
2
KARTCHNER MAGNOLIA FH 3C
Job Reference (optional)
8.420 s Jun 17 2021 MiTek Industries, Inc. Wed Dec 8 08:49:26 2021 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:7Tf2DXpy1ZQLIAhP0Gf2Avye4Vk-Noh2oJ_I6nfwU6rVef9wr_5yB1HRlDWG1wNkY4yB3Rt
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-F=-84, F-I=-84, B-H=-14
Concentrated Loads (lb)
Vert: L=-1061(F) K=-700(F) J=-1061(F) O=-350(F) P=-350(F) Q=-350(F) R=-350(F)
Job
MAGNOLIA FH 3C
Truss
B2
Truss Type
Hip
Qty
1
Ply
1
KARTCHNER MAGNOLIA FH 3C
Job Reference (optional)
8.420 s Jun 17 2021 MiTek Industries, Inc. Wed Dec 8 08:49:26 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:7Tf2DXpy1ZQLIAhP0Gf2Avye4Vk-Noh2oJ_I6nfwU6rVef9wr_5yM1FglG6G1wNkY4yB3Rt
Scale = 1:50.2
0-
1
-
1
3
0-
1
-
1
3
T1
T2
T3
B1
W1
W2 W3 W4 W5
W6
HW1 HW2B2B3A
B
C
D E F
G
H
I
K J
L
M
N O
P
Q
R S
5x6 5x6
5x6
7x10
1.5x4
3x4
7x10
1.5x4
5x6
10-0-0
10-0-0
18-3-8
8-3-8
28-3-8
10-0-0
-1-0-0
1-0-0
5-0-0
5-0-0
10-0-0
5-0-0
14-1-12
4-1-12
18-3-8
4-1-12
23-3-8
5-0-0
28-3-8
5-0-0
29-3-8
1-0-0
0-
6
-
3
7-
0
-
6
7-
2
-
3
7-
8
-
3
0-
6
-
3
7-
0
-
6
8.00 12
Plate Offsets (X,Y)-- [B:Edge,0-2-12], [D:0-3-0,0-2-3], [F:0-3-0,0-2-3], [H:Edge,0-2-12], [J:0-4-12,Edge], [K: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
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.30
0.54
0.34
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.19
-0.33
0.06
0.04
(loc)
B-K
B-K
H
K
l/defl
>999
>999
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,W4: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F
1.6E
WEDGE
Left: 2x4 DF Stud/Std , Right: 2x4 DF Stud/Std
BRACING-
TOP CHORD Sheathed or 4-5-15 oc purlins, except
2-0-0 oc purlins (5-8-9 max.): D-F.
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=1474/0-5-8 (min. 0-1-10), H=1474/0-5-8 (min. 0-1-9)
Max Horz B=-166(LC 10)
Max UpliftB=-265(LC 12), H=-265(LC 12)
Max Grav B=1495(LC 17), H=1495(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-L=-1993/320, C-L=-1933/341, C-M=-1704/287, D-M=-1598/308, D-N=-1349/297,
E-N=-1352/297, E-O=-1352/297, F-O=-1349/297, F-P=-1598/308, G-P=-1704/287,
G-Q=-1933/341, H-Q=-1993/320
BOT CHORD B-K=-191/1668, K-R=-92/1486, R-S=-92/1486, J-S=-92/1486, H-J=-182/1546
WEBS C-K=-323/154, D-K=-62/615, E-K=-389/79, E-J=-389/79, F-J=-62/614, G-J=-323/154
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II;
Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-1-0 to 1-11-0, Interior(1) 1-11-0 to 10-0-0, Exterior(2R) 10-0-0 to 14-1-12,
Interior(1) 14-1-12 to 18-3-8, Exterior(2R) 18-3-8 to 22-6-7, Interior(1) 22-6-7 to 29-4-8 zone; cantilever left and right exposed ; end
vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=265,
H=265.
7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
MAGNOLIA FH 3C
Truss
B3
Truss Type
Hip
Qty
1
Ply
1
KARTCHNER MAGNOLIA FH 3C
Job Reference (optional)
8.420 s Jun 17 2021 MiTek Industries, Inc. Wed Dec 8 08:49:27 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:7Tf2DXpy1ZQLIAhP0Gf2Avye4Vk-r_ER0e_wt5nn5FQiCNg9OCe5NRetUhkPGa7H4WyB3Rs
Scale = 1:52.7
0-
1
-
1
3
0-
1
-
1
3
T1
T2
T3
B1
W1 W2
W3
W4
W5
W6 W7
HW1 HW2B2B3A
B
C
D E
F
G
H
L K J I
M
N O
P
Q
5x8 5x6
5x6
3x6
5x6 3x4 5x8
3x6
1.5x4
5x6
6-0-0
6-0-0
12-0-0
6-0-0
16-3-8
4-3-8
22-3-8
6-0-0
28-3-8
6-0-0
-1-0-0
1-0-0
6-0-0
6-0-0
12-0-0
6-0-0
16-3-8
4-3-8
22-3-8
6-0-0
28-3-8
6-0-0
29-3-8
1-0-0
0-
6
-
3
8-
4
-
6
8-
6
-
3
9-
0
-
3
0-
6
-
3
8-
4
-
6
8.00 12
Plate Offsets (X,Y)-- [D:0-4-0,0-1-9], [E:0-3-0,0-2-3], [J:0-2-12,0-3-0], [L: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
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.41
0.35
0.50
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.08
-0.12
0.06
0.04
(loc)
K-L
K-L
G
K
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 151 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,W4,W5: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F
1.6E
WEDGE
Left: 2x4 DF Stud/Std , Right: 2x4 DF Stud/Std
BRACING-
TOP CHORD Sheathed or 4-5-8 oc purlins, except
2-0-0 oc purlins (6-0-0 max.): D-E.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt D-J
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)B=1474/0-5-8 (min. 0-1-9), G=1474/0-5-8 (min. 0-1-9)
Max Horz B=196(LC 11)
Max UpliftB=-265(LC 12), G=-265(LC 12)
Max Grav B=1486(LC 17), G=1483(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-M=-2044/297, C-M=-1946/317, C-N=-1534/289, D-N=-1396/314, D-E=-1172/306,
E-O=-1383/312, F-O=-1528/288, F-P=-1942/317, G-P=-2044/297
BOT CHORD B-L=-166/1703, K-L=-166/1703, K-Q=-58/1246, J-Q=-58/1246, I-J=-156/1553,
G-I=-156/1553
WEBS C-K=-552/167, D-K=-54/489, E-J=-53/461, F-J=-556/167
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II;
Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-1-0 to 1-11-0, Interior(1) 1-11-0 to 12-0-0, Exterior(2E) 12-0-0 to 16-3-8,
Exterior(2R) 16-3-8 to 20-6-7, Interior(1) 20-6-7 to 29-4-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C
for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=265,
G=265.
7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
MAGNOLIA FH 3C
Truss
B4
Truss Type
Hip
Qty
1
Ply
1
KARTCHNER MAGNOLIA FH 3C
Job Reference (optional)
8.420 s Jun 17 2021 MiTek Industries, Inc. Wed Dec 8 08:49:29 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:7Tf2DXpy1ZQLIAhP0Gf2Avye4Vk-oNMBRK0APi1VLZa4JoidTdjO6EJeygTijucO8PyB3Rq
Scale = 1:62.9
0-
1
-
1
3
0-
1
-
1
3
T1
T2
T3
B1
W1
W2
W3
W5
W6
W7
HW1 HW2
T4 T5
B2A
B
C
D E
F
G
H
L K J I
M
N O
P
6x8
5x8
6x8
5x6
5x6 1.5x4
3x4
1.5x4
5x6
7-0-0
7-0-0
14-0-0
7-0-0
14-3-8
0-3-8
21-3-8
7-0-0
28-3-8
7-0-0
-1-0-0
1-0-0
7-0-0
7-0-0
14-0-0
7-0-0
14-3-8
0-3-8
21-3-8
7-0-0
28-3-8
7-0-0
29-3-8
1-0-0
0-
6
-
3
9-
8
-
6
9-
1
0
-
3
10
-
4
-
3
0-
6
-
3
9-
8
-
6
8.00 12
Plate Offsets (X,Y)-- [B:Edge,0-3-0], [C:0-4-0,Edge], [F:0-4-0,Edge], [G:Edge,0-3-0], [K: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
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.58
0.40
0.17
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.09
-0.14
0.06
0.05
(loc)
B-L
B-L
G
B-L
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 149 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 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except*
W1,W7: 2x4 DF Stud/Std
WEDGE
Left: 2x4 DF Stud/Std , Right: 2x4 DF Stud/Std
BRACING-
TOP CHORD Sheathed or 4-3-13 oc purlins, except
2-0-0 oc purlins (6-0-0 max.): D-E.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt C-K, F-J
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)B=1474/0-5-8 (min. 0-1-9), G=1474/0-5-8 (min. 0-1-9)
Max Horz B=227(LC 11)
Max UpliftB=-265(LC 12), G=-265(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-M=-2018/290, C-M=-1870/315, C-N=-1402/278, D-N=-1224/307, D-E=-1016/308,
E-O=-1224/307, F-O=-1402/278, F-P=-1870/315, G-P=-2018/290
BOT CHORD B-L=-143/1520, K-L=-143/1518, J-K=0/1016, I-J=-143/1518, G-I=-143/1520
WEBS C-L=0/255, C-K=-656/201, D-K=-92/403, E-J=-92/403, F-J=-657/201, F-I=0/255
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II;
Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-1-0 to 1-11-0, Interior(1) 1-11-0 to 14-0-0, Exterior(2E) 14-0-0 to 14-3-8,
Exterior(2R) 14-3-8 to 18-6-7, Interior(1) 18-6-7 to 29-4-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C
for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 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=265,
G=265.
7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
MAGNOLIA FH 3C
Truss
B5
Truss Type
Common Girder
Qty
1
Ply
3
KARTCHNER MAGNOLIA FH 3C
Job Reference (optional)
8.420 s Jun 17 2021 MiTek Industries, Inc. Wed Dec 8 08:49:30 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:7Tf2DXpy1ZQLIAhP0Gf2Avye4Vk-GZwZeg1oA09Lyj9HtVDs0qGcFedGhx9syYMyhryB3Rp
Scale = 1:65.4
T1 T2
B1
W1
W2 W3
W4 W5
W6 W7
W8W9
W10W11
W12W13
T3 T4
B2
A
B
C
D
E
F
G
H
I
J
Q P O N M L KRST
5x6
4x5
5x6
4x12
8x12 5x8
7x10
10x16
3x6
4x12 5x8
7x10
10x16
3x6
4x12
4x12
Special
Special Special
Special
Special
3-5-0
3-5-0
6-10-0
3-5-0
10-5-14
3-7-14
14-1-12
3-7-14
17-9-10
3-7-14
21-5-8
3-7-14
24-10-8
3-5-0
28-3-8
3-5-0
3-5-0
3-5-0
6-10-0
3-5-0
10-5-14
3-7-14
14-1-12
3-7-14
17-9-10
3-7-14
21-5-8
3-7-14
24-10-8
3-5-0
28-3-8
3-5-0
29-3-8
1-0-0
0-
6
-
3
9-
1
1
-
5
10
-
5
-
6
0-
6
-
3
8.00 12
Plate Offsets (X,Y)-- [A:0-1-4,0-1-10], [D:0-2-0,0-3-0], [F:0-2-0,0-3-0], [I:0-1-4,0-1-10], [L:0-3-8,0-6-4], [M:0-3-8,0-2-8], [N:0-6-0,0-6-0], [O:0-3-8,0-2-8], [P:0-3-8,0-6-4]
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
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.37
0.50
0.91
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.16
-0.23
0.05
0.08
(loc)
P
O-P
I
P
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 658 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 2x8 DF 1950F 1.7E or 2x8 DF SS
WEBS 2x4 DF Stud/Std *Except*
W1,W2,W5,W8,W11: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4
DF-N 1800F 1.6E
BRACING-
TOP CHORD Sheathed or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)A=11207/0-5-8 (min. 0-4-0), I=3754/0-5-8 (min. 0-1-8)
Max Horz A=-226(LC 25)
Max UpliftA=-1839(LC 8), I=-645(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD A-B=-15952/2633, B-C=-14329/2407, C-D=-8378/1461, D-E=-5375/1013, E-F=-5370/1012,
F-G=-5558/990, G-H=-5797/981, H-I=-5739/920
BOT CHORD A-R=-2052/12850, Q-R=-2052/12850, Q-S=-2052/12850, S-T=-2052/12850, P-T=-2052/12850,
O-P=-1855/11882, N-O=-980/6848, M-N=-595/4545, L-M=-668/4765, K-L=-667/4578,
I-K=-667/4578
WEBS E-N=-1031/5547, F-N=-528/237, F-M=-124/324, G-M=-383/136, H-L=-155/336, D-N=-5413/979,
D-O=-1031/6176, C-O=-7995/1389, C-P=-1526/9265, B-P=-1218/239, B-Q=-292/1866
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: 2x8 - 4 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II;
Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical 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=1839,
I=645.
9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1191 lb down and 195 lb up at
0-2-12, 1186 lb down and 200 lb up at 2-6-4, 1186 lb down and 200 lb up at 4-6-4, and 1186 lb down and 200 lb up at 6-0-4, and 7375
lb down and 1238 lb up at 6-10-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S) StandardContinued on page 2
Job
MAGNOLIA FH 3C
Truss
B5
Truss Type
Common Girder
Qty
1
Ply
3
KARTCHNER MAGNOLIA FH 3C
Job Reference (optional)
8.420 s Jun 17 2021 MiTek Industries, Inc. Wed Dec 8 08:49:31 2021 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:7Tf2DXpy1ZQLIAhP0Gf2Avye4Vk-kmUxs01QxKHCatkTRCk5Y2on?2zVQOO?BC5VDHyB3Ro
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-J=-84, A-I=-14
Concentrated Loads (lb)
Vert: A=-1191(B) P=-7375(B) R=-1186(B) S=-1186(B) T=-1186(B)
Job
MAGNOLIA FH 3C
Truss
B6
Truss Type
Common
Qty
3
Ply
1
KARTCHNER MAGNOLIA FH 3C
Job Reference (optional)
8.420 s Jun 17 2021 MiTek Industries, Inc. Wed Dec 8 08:49:32 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:7Tf2DXpy1ZQLIAhP0Gf2Avye4Vk-Cy2K3M23idP3C1Jf_wFK5FLoSSL79119Psr2lkyB3Rn
Scale = 1:57.8
T1 T2
B1
W1
W2
W3
HW1
EV2
WCR2T3
B2A
B
C
D
E
H G F
I J
6x8
5x6
5x8
3x8
1.5x4 5x8 1.5x4
7-0-14
7-0-14
14-1-12
7-0-14
21-4-0
7-2-4
-1-0-0
1-0-0
7-0-14
7-0-14
14-1-12
7-0-14
21-4-0
7-2-4
0-
6
-
3
9-
1
1
-
5
10
-
5
-
6
5-
1
-
1
3
8.00 12
Plate Offsets (X,Y)-- [B:0-3-8,Edge], [C:0-4-0,Edge], [E:0-3-8,Edge], [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
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.96
0.35
0.18
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.07
-0.12
0.02
0.04
(loc)
B-H
B-H
F
B-H
l/defl
>999
>999
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 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except*
W1,EV2: 2x4 DF Stud/Std
WEDGE
Left: 2x4 DF Stud/Std
BRACING-
TOP CHORD Sheathed or 4-9-4 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt C-G, E-F
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)B=1140/0-5-8 (min. 0-1-8), F=1024/Mechanical
Max Horz B=304(LC 11)
Max UpliftB=-211(LC 12), F=-162(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-1443/247, C-I=-808/223, D-I=-621/238, D-J=-601/218, E-J=-789/202, E-F=-976/226
BOT CHORD B-H=-332/1050, G-H=-333/1049
WEBS C-H=0/251, C-G=-667/220, D-G=-60/260, E-G=-111/594
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II;
Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-1-0 to 1-11-0, Interior(1) 1-11-0 to 14-1-12, Exterior(2R) 14-1-12 to
17-1-12, Interior(1) 17-1-12 to 21-2-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=1.33 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) B=211,
F=162.
7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
MAGNOLIA FH 3C
Truss
B7
Truss Type
Hip
Qty
1
Ply
1
KARTCHNER MAGNOLIA FH 3C
Job Reference (optional)
8.420 s Jun 17 2021 MiTek Industries, Inc. Wed Dec 8 08:49:33 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:7Tf2DXpy1ZQLIAhP0Gf2Avye4Vk-g8ciGi3hTxXwpAurYdnZdTu0Lri6uPXIeWacHAyB3Rm
Scale = 1:52.3
0-
1
-
1
1
0-
1
-
1
1
T1
T2
T3
B1
W1 W2
W3 W4 W5
HW1
EV2
WCR2T4
B2A
B
C
D E
F
J I H G
K
L
M
N
5x8
5x6 5x6
5x6
3x8
5x8 1.5x4 3x4 1.5x4
6-6-0
6-6-0
13-0-0
6-6-0
15-3-8
2-3-8
21-4-0
6-0-8
-1-0-0
1-0-0
6-6-0
6-6-0
13-0-0
6-6-0
15-3-8
2-3-8
21-4-0
6-0-8
0-
6
-
3
9-
0
-
8
9-
2
-
3
9-
8
-
3
5-
1
-
1
3
9-
0
-
8
8.00 12
Plate Offsets (X,Y)-- [B:0-3-8,Edge], [C:0-4-0,0-3-4], [D:0-3-0,0-2-3], [E:0-3-0,0-2-3], [I:0-2-12,0-3-0]
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
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.83
0.30
0.48
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.05
-0.09
0.02
0.03
(loc)
B-J
B-J
G
B-J
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 133 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 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except*
W1,EV2: 2x4 DF Stud/Std
WEDGE
Left: 2x4 DF Stud/Std
BRACING-
TOP CHORD Sheathed or 5-3-1 oc purlins, except end verticals, and 2-0-0 oc
purlins (6-0-0 max.): D-E.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt D-I, E-H
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)B=1140/0-5-8 (min. 0-1-8), G=1024/Mechanical
Max Horz B=286(LC 11)
Max UpliftB=-211(LC 12), G=-162(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-K=-1465/200, C-K=-1185/223, C-L=-880/188, D-L=-711/215, D-E=-596/227, E-M=-600/195,
M-N=-605/182, F-N=-737/176, F-G=-984/211
BOT CHORD B-J=-310/1077, I-J=-311/1075, H-I=-152/514
WEBS C-I=-595/190, E-I=-101/427, E-H=-350/123, F-H=-122/635
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II;
Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-1-0 to 1-11-0, Interior(1) 1-11-0 to 13-0-0, Exterior(2E) 13-0-0 to 15-3-8,
Exterior(2R) 15-3-8 to 19-6-7, Interior(1) 19-6-7 to 21-2-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C
for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 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) B=211,
G=162.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
MAGNOLIA FH 3C
Truss
B8
Truss Type
Hip
Qty
1
Ply
1
KARTCHNER MAGNOLIA FH 3C
Job Reference (optional)
8.420 s Jun 17 2021 MiTek Industries, Inc. Wed Dec 8 08:49:34 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:7Tf2DXpy1ZQLIAhP0Gf2Avye4Vk-8L94U24JEFgnRKS26LIoAgQG?F2fdsHRtAK9qcyB3Rl
Scale = 1:47.2
0-
1
-
1
1
0-
1
-
1
1
T1
T2
T3
B1
W1 W2
W3 W4 W5
HW1
EV2
WCR2
B2A
B
C
D E
F
J I H G
K
L
M N
O
P
5x6 5x6
3x8
5x8
3x6
1.5x4 3x4 1.5x4
5x6
5-9-0
5-9-0
11-6-0
5-9-0
16-9-8
5-3-8
21-4-0
4-6-8
-1-0-0
1-0-0
5-9-0
5-9-0
11-6-0
5-9-0
16-9-8
5-3-8
21-4-0
4-6-8
0-
6
-
3
8-
0
-
8
8-
2
-
3
8-
8
-
3
5-
1
-
1
3
8-
0
-
8
8.00 12
Plate Offsets (X,Y)-- [B:0-3-8,Edge], [D:0-3-0,0-2-3], [E:0-3-0,0-2-3], [I:0-2-12,0-3-0]
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
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.51
0.28
0.45
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.05
-0.07
0.02
0.02
(loc)
B-J
B-J
G
B-J
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 126 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,W4,W5: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F
1.6E
WEDGE
Left: 2x4 DF Stud/Std
BRACING-
TOP CHORD Sheathed or 5-3-6 oc purlins, except end verticals, and 2-0-0 oc
purlins (6-0-0 max.): D-E.
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=1140/0-5-8 (min. 0-1-8), G=1024/Mechanical
Max Horz B=264(LC 11)
Max UpliftB=-211(LC 12), G=-162(LC 12)
Max Grav B=1153(LC 17), G=1048(LC 17)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-K=-1488/206, C-K=-1394/225, C-L=-985/195, D-L=-861/219, D-M=-734/227, M-N=-734/227,
E-N=-734/227, E-O=-558/187, F-O=-667/178, F-G=-999/214
BOT CHORD B-J=-336/1231, I-J=-336/1231, I-P=-152/525, H-P=-152/525
WEBS C-I=-542/163, E-I=-114/466, E-H=-455/161, F-H=-146/756
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II;
Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-1-0 to 1-11-0, Interior(1) 1-11-0 to 11-6-0, Exterior(2R) 11-6-0 to 15-8-15,
Interior(1) 15-8-15 to 16-9-8, Exterior(2E) 16-9-8 to 21-2-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C
for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 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) B=211,
G=162.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
MAGNOLIA FH 3C
Truss
C1
Truss Type
GABLE
Qty
1
Ply
1
KARTCHNER MAGNOLIA FH 3C
Job Reference (optional)
8.420 s Jun 17 2021 MiTek Industries, Inc. Wed Dec 8 08:49:35 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:7Tf2DXpy1ZQLIAhP0Gf2Avye4Vk-cXjShO4x?Yoe3U1Eg2p1juzTSfPMMNob5q3jM2yB3Rk
Scale = 1:50.3
T1 T2
B1
W1
W2
W3
W4
HW1 HW2
ST2
ST3
ST4
ST5
ST9
ST10
ST11
ST12 ST13
B2
ST14
A
B
C
D
E
F
G
N
L K J I H
AA AB
AC
M AD
5x6
2x4
3x8
5x6
3x4 3x8
7-1-5
7-1-5
11-4-0
4-2-11
14-2-11
2-10-11
21-4-0
7-1-5
-1-0-0
1-0-0
5-4-0
5-4-0
10-8-0
5-4-0
16-0-0
5-4-0
21-4-0
5-4-0
22-4-0
1-0-0
0-
6
-
3
7-
7
-
8
8-
1
-
9
0-
6
-
3
8.00 12
Plate Offsets (X,Y)-- [B:0-3-8,Edge], [D:0-2-0,0-0-0], [F:0-3-8,Edge], [K: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
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.34
0.25
0.18
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.06
-0.10
0.01
0.02
(loc)
B-N
B-N
F
B-N
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 142 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 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except*
W2,W4: 2x4 DF Stud/Std
OTHERS 2x4 DF Stud/Std
WEDGE
Left: 2x4 DF Stud/Std , Right: 2x4 DF Stud/Std
BRACING-
TOP CHORD Sheathed or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt D-K
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 10-3-8 except (jt=length) B=0-5-8, M=0-3-8.
(lb) - Max Horz B=174(LC 11)
Max Uplift All uplift 100 lb or less at joint(s) F, H except B=-153(LC 12), K=-243(LC 12)
Max Grav All reactions 250 lb or less at joint(s) L, J, I, H, M except B=752(LC 1), K=1028(LC 1), F=341(LC 24)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-818/147, C-AA=-623/184, D-AA=-505/198, D-AB=0/262
BOT CHORD B-N=-44/665
WEBS D-K=-725/115, E-K=-420/195, D-N=-130/586, C-N=-392/185
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II;
Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-1-0 to 1-11-0, Interior(1) 1-11-0 to 10-8-0, Exterior(2R) 10-8-0 to 13-8-0,
Interior(1) 13-8-0 to 22-5-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.33 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 studs spaced at 2-0-0 oc.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 7.0psf.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) F, H except (jt=lb)
B=153, K=243.
9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
MAGNOLIA FH 3C
Truss
C2
Truss Type
Common
Qty
8
Ply
1
KARTCHNER MAGNOLIA FH 3C
Job Reference (optional)
8.420 s Jun 17 2021 MiTek Industries, Inc. Wed Dec 8 08:49:36 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:7Tf2DXpy1ZQLIAhP0Gf2Avye4Vk-5jHqvj5ZmswVgecQDmKGF5We63ij5qjkKUpGuVyB3Rj
Scale = 1:45.0
T1
T2
B1
W1
W2
W3
W4
HW1 HW2B2A
B
C
D
E
F
H G
I J
K L
4x5
3x8 5x6
1.5x4
3x4
1.5x4
3x8
7-1-5
7-1-5
14-2-11
7-1-5
21-4-0
7-1-5
-1-0-0
1-0-0
5-4-0
5-4-0
10-8-0
5-4-0
16-0-0
5-4-0
21-4-0
5-4-0
0-
6
-
3
7-
7
-
8
8-
1
-
9
0-
6
-
3
8.00 12
Plate Offsets (X,Y)-- [B:0-3-8,Edge], [F:0-3-8,Edge], [G: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
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.34
0.37
0.14
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.09
-0.12
0.03
0.04
(loc)
G-H
G-H
F
F-G
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 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except*
W2,W4: 2x4 DF Stud/Std
WEDGE
Left: 2x4 DF Stud/Std , Right: 2x4 DF Stud/Std
BRACING-
TOP CHORD Sheathed or 5-2-0 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=1141/0-5-8 (min. 0-1-8), F=1025/Mechanical
Max Horz B=171(LC 11)
Max UpliftB=-215(LC 12), F=-158(LC 12)
Max Grav B=1146(LC 17), F=1049(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-1477/258, C-I=-1313/294, D-I=-1202/308, D-J=-1223/318, E-J=-1336/304,
E-F=-1498/268
BOT CHORD B-H=-155/1221, H-K=-24/808, K-L=-24/808, G-L=-24/808, F-G=-152/1134
WEBS D-G=-124/641, E-G=-395/186, D-H=-115/605, C-H=-372/180
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II;
Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-1-0 to 1-11-0, Interior(1) 1-11-0 to 10-8-0, Exterior(2R) 10-8-0 to 13-8-0,
Interior(1) 13-8-0 to 21-2-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.33 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, with BCDL = 7.0psf.
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) B=215,
F=158.
7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
MAGNOLIA FH 3C
Truss
CJ1
Truss Type
Diagonal Hip Girder
Qty
2
Ply
1
KARTCHNER MAGNOLIA FH 3C
Job Reference (optional)
8.420 s Jun 17 2021 MiTek Industries, Inc. Wed Dec 8 08:49:37 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:7Tf2DXpy1ZQLIAhP0Gf2Avye4Vk-ZvrD636BXA2MIoBdnTrVoJ2hvT5QqBjuZ8YpQxyB3Ri
Scale = 1:35.8
T1
EV2
B1
W1 W2
A
B
C
D E
H GF
I
J
K L
3x6
4x5
3x4
3x4
2x4
Special
Special
Special
Special
Special
Special
Special
Special
Special
Special
Special
Special
0-0-12
5-7-8
5-7-8
11-3-0
5-7-8
-1-5-0
1-5-0
5-7-8
5-7-8
11-3-0
5-7-8
0-
6
-
3
5-
9
-
1
3
6-
3
-
8
5.66 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
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.85
0.15
0.54
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.02
-0.03
0.01
0.01
(loc)
H
G-H
G
H
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 2x6 DF 1800F 1.6E or 2x6 DF SS
WEBS 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.(lb/size)G=734/Mechanical, B=772/0-7-6 (min. 0-1-8)
Max Horz B=218(LC 22)
Max UpliftG=-240(LC 5), B=-211(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-I=-951/221, C-I=-765/235, D-G=-290/142
BOT CHORD B-K=-286/768, H-K=-286/768, H-L=-286/768, G-L=-286/768
WEBS C-H=0/301, C-G=-823/275
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II;
Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical 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) G=240,
B=211.
6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 61 lb down and 39 lb up at 2-9-8, 61
lb down and 39 lb up at 2-9-8, 88 lb down and 89 lb up at 5-7-7, 88 lb down and 89 lb up at 5-7-7, and 120 lb down and 137 lb up at
8-5-6, and 120 lb down and 137 lb up at 8-5-6 on top chord, and 2 lb down at 2-9-8, 2 lb down at 2-9-8, 15 lb down at 5-7-7, 15 lb
down at 5-7-7, and 49 lb down at 8-5-6, and 49 lb down at 8-5-6 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-D=-84, D-E=-14, B-F=-14
Concentrated Loads (lb)
Vert: C=-33(F=-16, B=-16) H=-12(F=-6, B=-6) J=-214(F=-107, B=-107) L=-40(F=-20, B=-20)
Job
MAGNOLIA FH 3C
Truss
D1
Truss Type
GABLE
Qty
1
Ply
1
KARTCHNER MAGNOLIA FH 3C
Job Reference (optional)
8.420 s Jun 17 2021 MiTek Industries, Inc. Wed Dec 8 08:49:39 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:7Tf2DXpy1ZQLIAhP0Gf2Avye4Vk-VIzzXl8S2nI4X5L?vutztk8DgGprIC4B0S1wVqyB3Rg
Scale = 1:43.8
T1 T2
B1
ST2
ST3
ST4
ST5
ST6
ST7
ST8
ST9
ST10
ST11
B2
ST12
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
Z Y X W V U T S R Q P
AA AB
4x5
3x4
5x6
3x4
24-10-0
24-10-0
-1-0-0
1-0-0
12-5-0
12-5-0
24-10-0
12-5-0
25-10-0
1-0-0
0-
4
-
3
6-
6
-
1
1
7-
0
-
7
0-
4
-
3
6.00 12
Plate Offsets (X,Y)-- [U: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
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.07
0.02
0.10
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.00
-0.00
0.00
(loc)
O
O
N
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 123 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
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 24-10-0.
(lb) - Max Horz B=-124(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) B, V, W, X, Y, Z, T, S, R, Q, N, P
Max Grav All reactions 250 lb or less at joint(s) B, U, V, W, X, Y, Z, T, S, R, Q, N, P
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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=2ft; Cat. II;
Exp C; Enclosed; MWFRS (directional) and C-C Corner(3E) -1-0-13 to 1-11-3, Exterior(2N) 1-11-3 to 12-5-0, Corner(3R) 12-5-0 to 15-5-0
, Exterior(2N) 15-5-0 to 25-10-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces
& MWFRS for reactions shown; Lumber DOL=1.33 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, V, W, X, Y, Z, T, S,
R, Q, N, P.
10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
MAGNOLIA FH 3C
Truss
D2
Truss Type
Common
Qty
1
Ply
1
KARTCHNER MAGNOLIA FH 3C
Job Reference (optional)
8.420 s Jun 17 2021 MiTek Industries, Inc. Wed Dec 8 08:49:40 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:7Tf2DXpy1ZQLIAhP0Gf2Avye4Vk-zUXLk584p5Qx9FwCSbPCQxgIGg2S1eRKF6nT1GyB3Rf
Scale = 1:43.0
T1 T2
B1
W1
W2
W3
W4
B2A
B
C
D
E
F
G
J I H
K
L M
N
O P
5x6
3x6 3x6 3x4
1.5x4
3x4
1.5x4
3x6
8-3-5
8-3-5
16-6-11
8-3-5
24-10-0
8-3-5
-1-0-0
1-0-0
6-2-8
6-2-8
12-5-0
6-2-8
18-7-8
6-2-8
24-10-0
6-2-8
25-10-0
1-0-0
0-
4
-
3
6-
6
-
1
1
7-
0
-
7
0-
4
-
3
6.00 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
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.46
0.51
0.15
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.18
-0.24
0.05
0.05
(loc)
H-J
H-J
F
F-H
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 104 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 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except*
W2,W4: 2x4 DF Stud/Std
BRACING-
TOP CHORD Sheathed or 4-3-10 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)B=1303/0-5-8 (min. 0-1-8), F=1303/0-5-8 (min. 0-1-8)
Max Horz B=-124(LC 10)
Max UpliftB=-238(LC 12), F=-238(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-K=-2119/425, C-K=-2021/442, C-L=-1861/425, D-L=-1758/437, D-M=-1758/437,
E-M=-1861/425, E-N=-2021/442, F-N=-2119/425
BOT CHORD B-J=-310/1868, J-O=-121/1207, I-O=-121/1207, I-P=-121/1207, H-P=-121/1207,
F-H=-316/1790
WEBS D-H=-131/759, E-H=-501/215, D-J=-131/759, C-J=-501/215
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II;
Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-13 to 1-11-3, Interior(1) 1-11-3 to 12-5-0, Exterior(2R) 12-5-0 to 15-5-0,
Interior(1) 15-5-0 to 25-10-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.33 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, with BCDL = 7.0psf.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=238,
F=238.
6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
MAGNOLIA FH 3C
Truss
D3
Truss Type
Common
Qty
4
Ply
1
KARTCHNER MAGNOLIA FH 3C
Job Reference (optional)
8.420 s Jun 17 2021 MiTek Industries, Inc. Wed Dec 8 08:49:41 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:7Tf2DXpy1ZQLIAhP0Gf2Avye4Vk-Rh5jyR9iaOYonPVO0JwRy9DTl4N9m5XTUmW1ZiyB3Re
Scale = 1:41.7
T1
T2
B1
W1
W2
W3
W4
B2A
B
C
D
E
F
I H G
J
K L
M
N O
5x6
3x6 3x6 3x6 3x4
1.5x4
3x4
1.5x4
8-3-5
8-3-5
16-6-11
8-3-5
24-10-0
8-3-5
-1-0-0
1-0-0
6-2-8
6-2-8
12-5-0
6-2-8
18-7-8
6-2-8
24-10-0
6-2-8
0-
4
-
3
6-
6
-
1
1
7-
0
-
7
0-
4
-
3
6.00 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
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.48
0.54
0.16
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.18
-0.24
0.06
0.06
(loc)
G-I
G-I
F
F-G
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 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except*
W2,W4: 2x4 DF Stud/Std
BRACING-
TOP CHORD Sheathed or 4-0-12 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)F=1200/Mechanical, B=1314/0-5-8 (min. 0-1-8)
Max Horz B=123(LC 11)
Max UpliftF=-186(LC 12), B=-241(LC 12)
Max Grav F=1210(LC 18), B=1314(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-J=-2142/435, C-J=-2043/451, C-K=-1883/434, D-K=-1779/446, D-L=-1809/461,
E-L=-1913/449, E-M=-2069/467, F-M=-2184/454
BOT CHORD B-I=-348/1880, I-N=-154/1220, H-N=-154/1220, H-O=-154/1220, G-O=-154/1220,
F-G=-351/1859
WEBS D-G=-142/805, E-G=-534/224, D-I=-130/756, C-I=-501/215
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II;
Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-13 to 1-11-3, Interior(1) 1-11-3 to 12-5-0, Exterior(2R) 12-5-0 to 15-5-0,
Interior(1) 15-5-0 to 24-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.33 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, with BCDL = 7.0psf.
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) F=186,
B=241.
7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
MAGNOLIA FH 3C
Truss
D4
Truss Type
Common Girder
Qty
1
Ply
2
KARTCHNER MAGNOLIA FH 3C
Job Reference (optional)
8.420 s Jun 17 2021 MiTek Industries, Inc. Wed Dec 8 08:49:42 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:7Tf2DXpy1ZQLIAhP0Gf2Avye4Vk-vte69nAKLigfPZ4aa0RgVMlaPUbIVOYdiPGa69yB3Rd
Scale = 1:43.2
T1 T2
B1
W1
W2 W3
W4
W5
W6W7
W8
B2
A
B
C
D
E
F
G
K J I HLMNOPQRS T U
4x12
6x8
4x12 8x12
4x8
7x10
1.5x4
9x12 MT18HS
4x8
7x10
1.5x4
Special
Special
Special
Special
Special
Special Special
Special
Special
Special
Special
Special
4-11-10
4-11-10
9-11-3
4-11-10
14-10-13
4-11-10
19-10-6
4-11-10
24-10-0
4-11-10
4-1-11
4-1-11
8-3-5
4-1-11
12-5-0
4-1-11
16-6-11
4-1-11
20-8-5
4-1-11
24-10-0
4-1-11
0-
4
-
3
6-
6
-
1
1
0-
4
-
3
6.00 12
Plate Offsets (X,Y)-- [A:Edge,0-3-14], [G:0-0-10,Edge], [H:0-5-0,0-4-8], [I:0-6-0,0-4-8], [K: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
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.74
1.00
0.82
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.31
-0.42
0.11
0.14
(loc)
I-J
I-J
G
I-J
l/defl
>965
>696
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
MT18HS
Weight: 275 lb FT = 20%
GRIP
220/195
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,W5: 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 10-0-0 oc bracing.
REACTIONS.(lb/size)A=7138/0-5-8 (min. 0-3-13), G=7389/Mechanical
Max Horz A=-113(LC 25)
Max UpliftA=-1171(LC 8), G=-1224(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD A-B=-13321/2196, B-C=-13177/2215, C-D=-10179/1758, D-E=-10239/1773, E-F=-13598/2302,
F-G=-13734/2281
BOT CHORD A-L=-1913/11787, L-M=-1913/11787, K-M=-1913/11787, K-N=-1533/9675, N-O=-1533/9675,
J-O=-1533/9675, J-P=-1108/7304, P-Q=-1108/7304, I-Q=-1108/7304, I-R=-1559/9792,
R-S=-1559/9792, H-S=-1559/9792, H-T=-2007/12262, T-U=-2007/12262, G-U=-2007/12262
WEBS D-I=-816/4778, E-I=-1892/390, E-H=-632/3708, F-H=-354/123, D-J=-780/4638,
C-J=-1726/357, C-K=-551/3307
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 0-5-0 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II;
Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate
grip DOL=1.33
5) All plates are MT20 plates unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
8) Refer to girder(s) for truss to truss connections.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) A=1171,
G=1224.
10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
Continued on page 2
Job
MAGNOLIA FH 3C
Truss
D4
Truss Type
Common Girder
Qty
1
Ply
2
KARTCHNER MAGNOLIA FH 3C
Job Reference (optional)
8.420 s Jun 17 2021 MiTek Industries, Inc. Wed Dec 8 08:49:43 2021 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:7Tf2DXpy1ZQLIAhP0Gf2Avye4Vk-N3CUN7By60oV0jem8kyv1aIl9txXEromx3?8ebyB3Rc
NOTES-
11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1011 lb down and 172 lb up at 1-8-12, 1011 lb down and 172 lb up at
3-8-12, 1011 lb down and 172 lb up at 5-8-12, 1011 lb down and 172 lb up at 7-8-12, 1011 lb down and 172 lb up at 9-8-12, 1011 lb down and 172 lb up at 11-8-12, 1011 lb
down and 172 lb up at 13-8-12, 1014 lb down and 176 lb up at 15-8-12, 1010 lb down and 176 lb up at 17-8-12, 1010 lb down and 176 lb up at 19-8-12, and 1010 lb down
and 176 lb up at 21-8-12, and 1010 lb down and 176 lb up at 23-8-12 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-D=-84, D-G=-84, A-G=-14
Concentrated Loads (lb)
Vert: H=-1010(B) J=-1011(B) L=-1011(B) M=-1011(B) N=-1011(B) O=-1011(B) P=-1011(B) Q=-1011(B) R=-1010(B) S=-1010(B) T=-1010(B) U=-1010(B)
Job
MAGNOLIA FH 3C
Truss
E1
Truss Type
Monopitch
Qty
2
Ply
1
KARTCHNER MAGNOLIA FH 3C
Job Reference (optional)
8.420 s Jun 17 2021 MiTek Industries, Inc. Wed Dec 8 08:49:44 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:7Tf2DXpy1ZQLIAhP0Gf2Avye4Vk-sGmsaSBatJwMetDzhRT8anrw2HQDzQBwAjlhA1yB3Rb
Scale = 1:37.6
T1
EV2
B1
W1
W2
T2
A
B
C
D
F E
G
H
7x10
3x4
3x6
1.5x4 3x8
7-10-0
7-10-0
15-8-0
7-10-0
-1-0-0
1-0-0
7-10-0
7-10-0
15-8-0
7-10-0
15-9-8
0-1-8
0-
4
-
1
6-
1
1
-
0
7-
3
-
1
2
6-
7
-
8
0-
3
-
8
6-
1
1
-
0
5.00 12
Plate Offsets (X,Y)-- [B:0-0-6,Edge], [D:0-0-13,0-1-8]
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
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.73
0.39
0.30
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.10
-0.17
0.02
0.06
(loc)
B-F
B-F
E
B-F
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 70 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 5-6-6 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 9-9-6 oc bracing.
WEBS 1 Row at midpt C-E
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)B=868/0-5-8 (min. 0-1-8), E=751/0-1-8 (min. 0-1-8)
Max Horz B=261(LC 11)
Max UpliftB=-162(LC 12), E=-125(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-G=-1265/282, C-G=-1033/302, D-E=-261/171
BOT CHORD B-F=-445/1058, E-F=-447/1054
WEBS C-F=0/308, C-E=-1124/400
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II;
Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-11 to 1-11-5, Interior(1) 1-11-5 to 15-7-12 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 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) Bearing at joint(s) E considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) E.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=162,
E=125.
7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
MAGNOLIA FH 3C
Truss
F1
Truss Type
Common Supported Gable
Qty
1
Ply
1
KARTCHNER MAGNOLIA FH 3C
Job Reference (optional)
8.420 s Jun 17 2021 MiTek Industries, Inc. Wed Dec 8 08:49:45 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:7Tf2DXpy1ZQLIAhP0Gf2Avye4Vk-KSKEooCCed2DG0o9F9_N7?NF6hs2ixB3PNUEiTyB3Ra
Scale = 1:27.8
T1 T2
B1
ST1
ST2
ST3
ST4
ST5
HW1 HW2
A
B
C
D
E
F
G
H
I
N M L K J
4x5
3x4
3x8
3x4
3x8
11-6-0
11-6-0
-1-0-0
1-0-0
5-9-0
5-9-0
11-6-0
5-9-0
12-6-0
1-0-0
0-
6
-
3
4-
4
-
3
4-
1
0
-
3
0-
6
-
3
8.00 12
Plate Offsets (X,Y)-- [B:0-0-0,0-0-12], [B:0-1-15,Edge], [H:0-0-0,0-0-12], [H:0-1-15,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
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.07
0.03
0.06
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
-0.00
-0.00
0.00
(loc)
I
I
H
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 54 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
WEDGE
Left: 2x4 DF Stud/Std , Right: 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.All bearings 11-6-0.
(lb) - Max Horz B=101(LC 11)
Max Uplift All uplift 100 lb or less at joint(s) B, H, M, N, K, J
Max Grav All reactions 250 lb or less at joint(s) B, H, L, M, N, K, J
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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=2ft; Cat. II;
Exp C; Enclosed; MWFRS (directional) and C-C Corner(3E) -1-1-0 to 1-9-0, Exterior(2N) 1-9-0 to 5-9-0, Corner(3R) 5-9-0 to 8-9-0,
Exterior(2N) 8-9-0 to 12-7-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.33 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, H, M, N, K, J.
10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
MAGNOLIA FH 3C
Truss
G1
Truss Type
GABLE
Qty
1
Ply
1
KARTCHNER MAGNOLIA FH 3C
Job Reference (optional)
8.420 s Jun 17 2021 MiTek Industries, Inc. Wed Dec 8 08:49:46 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:7Tf2DXpy1ZQLIAhP0Gf2Avye4Vk-oeuc?8DrPxA4tANLpsVcfCwMp5C9RNoCd1EoFwyB3RZ
Scale = 1:19.9
T1
EV2
B1
ST2
ST3
A
B
C
D
E
H G F
I
J
1.5x4
1.5x4 2x4 1.5x4
1.5x4
1.5x4
1.5x4
-1-0-0
1-0-0
7-2-12
7-2-12
0-
4
-
1
3-
4
-
3
3-
8
-
1
5
5.00 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
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.27
0.04
0.10
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.00
0.00
0.00
(loc)
A
A
F
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 30 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 7-2-12.
(lb) - Max Horz B=123(LC 11)
Max Uplift All uplift 100 lb or less at joint(s) F, B, G, H
Max Grav All reactions 250 lb or less at joint(s) F, B, G except H=292(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-I=-260/125, C-I=-254/135
WEBS C-H=-246/255
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=2ft; Cat. II;
Exp C; Enclosed; MWFRS (directional) and C-C Corner(3E) -1-0-11 to 1-11-5, Exterior(2N) 1-11-5 to 7-1-0 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip
DOL=1.33
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) Gable requires continuous bottom chord bearing.
4) Gable studs spaced at 2-0-0 oc.
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) F, B, G, H.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
MAGNOLIA FH 3C
Truss
G2
Truss Type
Monopitch
Qty
12
Ply
1
KARTCHNER MAGNOLIA FH 3C
Job Reference (optional)
8.420 s Jun 17 2021 MiTek Industries, Inc. Wed Dec 8 08:49:46 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:7Tf2DXpy1ZQLIAhP0Gf2Avye4Vk-oeuc?8DrPxA4tANLpsVcfCwEG57oROJCd1EoFwyB3RZ
Scale = 1:19.7
T1
EV2
B1
A
B
C
D
E
F
1.5x4
1.5x4 2x4
7-2-12
7-2-12
-1-0-0
1-0-0
7-2-12
7-2-12
0-
4
-
1
3-
4
-
3
3-
8
-
1
5
5.00 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
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.81
0.32
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.12
-0.20
0.00
0.00
(loc)
B-D
B-D
D
B
l/defl
>710
>418
n/a
****
L/d
360
240
n/a
240
PLATES
MT20
Weight: 26 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, 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)D=326/Mechanical, B=454/0-5-8 (min. 0-1-8)
Max Horz B=123(LC 9)
Max UpliftD=-51(LC 12), B=-105(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD C-D=-278/234
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II;
Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-11 to 1-11-5, Interior(1) 1-11-5 to 7-1-0 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 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 except (jt=lb)
B=105.
6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
MAGNOLIA FH 3C
Truss
G3
Truss Type
Monopitch
Qty
5
Ply
1
KARTCHNER MAGNOLIA FH 3C
Job Reference (optional)
8.420 s Jun 17 2021 MiTek Industries, Inc. Wed Dec 8 08:49:47 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:7Tf2DXpy1ZQLIAhP0Gf2Avye4Vk-GrS?CUETAEIxVKyYNZ1rCQTTTVVjArZMshzLnMyB3RY
Scale = 1:17.1
T1
EV2
B1
A
B
C
D
E
F
1.5x4
2x4
1.5x4
5-10-0
5-10-0
-1-0-0
1-0-0
5-10-0
5-10-0
5-11-8
0-1-8
0-
4
-
1
2-
9
-
1
3
3-
2
-
9
2-
6
-
5
0-
3
-
8
2-
9
-
1
3
5.00 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
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.53
0.21
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.05
-0.09
0.00
0.00
(loc)
B-D
B-D
D
B
l/defl
>999
>739
n/a
****
L/d
360
240
n/a
240
PLATES
MT20
Weight: 21 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 5-10-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)B=389/0-3-8 (min. 0-1-8), D=267/0-1-8 (min. 0-1-8)
Max Horz B=102(LC 9)
Max UpliftB=-94(LC 12), D=-41(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II;
Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-11 to 1-11-5, Interior(1) 1-11-5 to 5-9-12 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 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) Bearing at joint(s) D considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, D.
7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
MAGNOLIA FH 3C
Truss
G4
Truss Type
Monopitch
Qty
6
Ply
1
KARTCHNER MAGNOLIA FH 3C
Job Reference (optional)
8.420 s Jun 17 2021 MiTek Industries, Inc. Wed Dec 8 08:49:48 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:7Tf2DXpy1ZQLIAhP0Gf2Avye4Vk-k10NQqF5xYQo7UXkwHY4kd?hHus5vIpV5LjvJoyB3RX
Scale = 1:14.5
T1
EV2
B1
A
B
C
D
E
1.5x4
2x4
1.5x4
4-10-0
4-10-0
-1-0-0
1-0-0
4-10-0
4-10-0
4-11-8
0-1-8
0-
4
-
1
2-
4
-
1
3
2-
9
-
9
2-
1
-
5
0-
3
-
8
2-
4
-
1
3
5.00 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
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.33
0.14
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.02
-0.04
0.00
0.00
(loc)
B-D
B-D
D
B
l/defl
>999
>999
n/a
****
L/d
360
240
n/a
240
PLATES
MT20
Weight: 18 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 4-10-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)B=343/0-3-8 (min. 0-1-8), D=216/0-1-8 (min. 0-1-8)
Max Horz B=86(LC 9)
Max UpliftB=-88(LC 12), D=-32(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II;
Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-11 to 1-11-5, Interior(1) 1-11-5 to 4-9-12 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 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) Bearing at joint(s) D considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, D.
7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
MAGNOLIA FH 3C
Truss
G5
Truss Type
GABLE
Qty
1
Ply
1
KARTCHNER MAGNOLIA FH 3C
Job Reference (optional)
8.420 s Jun 17 2021 MiTek Industries, Inc. Wed Dec 8 08:49:49 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:7Tf2DXpy1ZQLIAhP0Gf2Avye4Vk-CDZldAFjisYfke6wU_3JHrYs1IBKel3fJ?SSsFyB3RW
Scale = 1:14.5
T1
EV2
B1
ST2
A
B
C
D
G
1.5x4
2x4
1.5x4
1.5x4
1.5x4
4-10-0
4-10-0
-1-0-0
1-0-0
4-10-0
4-10-0
4-11-8
0-1-8
0-
4
-
1
2-
4
-
1
3
2-
9
-
9
2-
1
-
5
0-
3
-
8
2-
4
-
1
3
5.00 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
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.33
0.14
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.02
-0.04
0.00
0.00
(loc)
B-D
B-D
D
B
l/defl
>999
>999
n/a
****
L/d
360
240
n/a
240
PLATES
MT20
Weight: 19 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 4-10-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)B=343/0-3-8 (min. 0-1-8), D=216/0-1-8 (min. 0-1-8)
Max Horz B=86(LC 9)
Max UpliftB=-88(LC 12), D=-32(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II;
Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-11 to 1-11-5, Interior(1) 1-11-5 to 4-9-12 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip
DOL=1.33
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) Gable studs spaced at 2-0-0 oc.
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) Bearing at joint(s) D considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, D.
9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
MAGNOLIA FH 3C
Truss
H1
Truss Type
GABLE
Qty
1
Ply
1
KARTCHNER MAGNOLIA FH 3C
Job Reference (optional)
8.420 s Jun 17 2021 MiTek Industries, Inc. Wed Dec 8 08:49:51 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:7Tf2DXpy1ZQLIAhP0Gf2Avye4Vk-8chV2sHzETpN_xGJcP5nMGd9o6qj6a?ynJxZw7yB3RU
Scale = 1:70.7
T1 T2
B1
W1
W2
W3
W4
W5
W6
W7
W8
T3 T4
B2B3
ST1
ST2
ST3
ST4
ST5
ST6
ST7
ST8
ST9
ST10
ST12
ST13
ST14
ST15
ST16
ST17
ST18
ST19
ST20
ST21
ST22
ST24
ST25
W9 W10
A B
C
D
E
F
G
H
I
J K
AD AC AB AA Z Y X W V U T S R Q P O N M L
BC BD
BE BF BG BH
5x6
2x4
3x6
3x4
3x4
3x4
8x12
3x4
3x4
3x4
8x12
3x6
5x6
5x6
5x6
5x6
7-0-0
7-0-0
8-4-13
1-4-13
16-9-10
8-4-13
25-2-6
8-4-13
33-7-3
8-4-13
35-0-0
1-4-13
42-0-0
7-0-0
-1-0-0
1-0-0
7-0-0
7-0-0
14-0-0
7-0-0
21-0-0
7-0-0
28-0-0
7-0-0
35-0-0
7-0-0
42-0-0
7-0-0
43-0-0
1-0-0
0-
4
-
1
9-
1
-
1
9-
5
-
1
3
0-
4
-
1
5.00 12
Plate Offsets (X,Y)-- [B:0-3-0,0-1-8], [D:0-3-0,0-3-0], [F:0-2-0,0-0-0], [H:0-3-0,0-3-0], [J:0-3-0,0-1-8], [Q:0-3-0,0-3-0], [Y: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
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.57
0.34
0.36
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.01
-0.02
0.01
0.01
(loc)
B-AD
B-AD
J
B-AD
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 306 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 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except*
W2,W4,W6,W8: 2x4 DF Stud/Std
OTHERS 2x4 DF Stud/Std *Except*
ST1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BRACING-
TOP CHORD Sheathed or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt F-S, G-O, F-W, E-AA
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 41-6-8.
(lb) - Max Horz B=-170(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) B, AC, AD, M, L except S=-172(LC 12), O=-206(LC 12), W=-171(LC 12),
AA=-210(LC 12), J=-103(LC 12)
Max Grav All reactions 250 lb or less at joint(s) U, V, X, Z, AC, AD, T, R, P, M, L, AB, N except B=350(LC 23),
S=732(LC 1), O=735(LC 24), W=729(LC 1), AA=749(LC 23), J=369(LC 24), J=367(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-BC=-258/57, J-BD=-258/55
WEBS F-S=-335/60, G-S=-463/260, G-O=-330/118, I-O=-540/297, F-W=-337/61, E-W=-458/257,
E-AA=-334/119, C-AA=-553/305
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=42ft; eave=2ft; Cat. II;
Exp C; Enclosed; MWFRS (directional) and C-C Corner(3E) -1-0-11 to 3-1-12, Exterior(2N) 3-1-12 to 21-0-0, Corner(3R) 21-0-0 to 25-2-6
, Exterior(2N) 25-2-6 to 43-0-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces
& MWFRS for reactions shown; Lumber DOL=1.33 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 studs spaced at 2-0-0 oc.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 7.0psf.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, AC, AD, M, L
except (jt=lb) S=172, O=206, W=171, AA=210, J=103.
9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
MAGNOLIA FH 3C
Truss
H2
Truss Type
Common
Qty
5
Ply
1
KARTCHNER MAGNOLIA FH 3C
Job Reference (optional)
8.420 s Jun 17 2021 MiTek Industries, Inc. Wed Dec 8 08:49:53 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:7Tf2DXpy1ZQLIAhP0Gf2Avye4Vk-5_pGTXIEl435DFPhjq8FRhjRSvPdaO1EEdQf?0yB3RS
Scale = 1:70.2
T1 T2
B1
W1
W2 W3
W4
W5
W6W7
W8
T3 T4
B2B3AB
C
D
E
F
G
H
I
J K
Q P O N M L
R
S T
U
V W X Y Z AA
3x6
5x6
3x6
5x6
4x8 4x5
3x6
3x6
1.5x4
4x5
3x6
3x6
1.5x4
4x8
5x6
8-4-13
8-4-13
16-9-10
8-4-13
25-2-6
8-4-13
33-7-3
8-4-13
42-0-0
8-4-13
-1-0-0
1-0-0
7-0-0
7-0-0
14-0-0
7-0-0
21-0-0
7-0-0
28-0-0
7-0-0
35-0-0
7-0-0
42-0-0
7-0-0
43-0-0
1-0-0
0-
4
-
1
9-
1
-
1
9-
5
-
1
3
0-
4
-
1
5.00 12
Plate Offsets (X,Y)-- [B:0-2-5,Edge], [J:0-2-5,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
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.82
0.82
0.71
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.50
-0.69
0.20
0.18
(loc)
N-O
N-O
J
N-O
l/defl
>999
>718
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 194 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 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except*
W2,W4,W6,W8: 2x4 DF Stud/Std
BRACING-
TOP CHORD Sheathed or 2-2-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 8-4-5 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)B=2144/0-5-8 (min. 0-2-5), J=2144/0-5-8 (min. 0-2-5)
Max Horz B=-170(LC 10)
Max UpliftB=-369(LC 12), J=-369(LC 12)
Max Grav B=2183(LC 17), J=2183(LC 18)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-R=-4557/762, C-R=-4479/775, C-D=-4353/766, D-E=-4190/786, E-S=-3340/671,
F-S=-3243/684, F-T=-3243/684, G-T=-3340/671, G-H=-4191/786, H-I=-4353/766,
I-U=-4479/775, J-U=-4557/762
BOT CHORD B-Q=-634/4226, Q-V=-477/3420, P-V=-477/3420, P-W=-477/3420, O-W=-477/3420,
O-X=-277/2524, X-Y=-277/2524, N-Y=-277/2524, N-Z=-478/3336, M-Z=-478/3336,
M-AA=-478/3336, L-AA=-478/3336, J-L=-635/4098
WEBS F-N=-193/1210, G-N=-916/272, G-L=-123/897, I-L=-493/176, F-O=-193/1210, E-O=-916/272,
E-Q=-123/896, C-Q=-493/176
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=42ft; eave=5ft; Cat. II;
Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-11 to 3-1-12, Interior(1) 3-1-12 to 21-0-0, Exterior(2R) 21-0-0 to 25-2-6,
Interior(1) 25-2-6 to 43-0-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.33 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, with BCDL = 7.0psf.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=369,
J=369.
6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
MAGNOLIA FH 3C
Truss
J1
Truss Type
Jack-Closed
Qty
8
Ply
1
KARTCHNER MAGNOLIA FH 3C
Job Reference (optional)
8.420 s Jun 17 2021 MiTek Industries, Inc. Wed Dec 8 08:49:54 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:7Tf2DXpy1ZQLIAhP0Gf2Avye4Vk-ZBNegtJsWOByrP_uHYfU_uFcoJrKJzuOTHADXSyB3RR
Scale = 1:33.9
T1
EV2
B1
HW1
W1
A
B
C
D
E
F
G
1.5x4
3x4
3x4 3x6
1.5x4
8-0-0
8-0-0
-1-0-0
1-0-0
6-0-0
6-0-0
8-0-0
2-0-0
0-
6
-
3
5-
1
0
-
3
6-
4
-
3
8.00 12
Plate Offsets (X,Y)-- [B:0-0-0,0-0-12], [B:0-0-11,0-4-5]
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
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.78
0.41
0.15
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.18
-0.30
0.00
0.00
(loc)
B-E
B-E
E
B
l/defl
>516
>303
n/a
****
L/d
360
240
n/a
240
PLATES
MT20
Weight: 39 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
WEDGE
Left: 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.(lb/size)E=364/Mechanical, B=493/0-5-8 (min. 0-1-8)
Max Horz B=220(LC 9)
Max UpliftE=-96(LC 9), B=-103(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-F=-333/74
WEBS C-E=-390/314
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II;
Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-1-0 to 1-11-0, Interior(1) 1-11-0 to 7-10-4 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 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) E except (jt=lb) B=103.
6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
MAGNOLIA FH 3C
Truss
J1A
Truss Type
Jack-Open
Qty
4
Ply
1
KARTCHNER MAGNOLIA FH 3C
Job Reference (optional)
8.420 s Jun 17 2021 MiTek Industries, Inc. Wed Dec 8 08:49:55 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:7Tf2DXpy1ZQLIAhP0Gf2Avye4Vk-1Nx0uDKUHiJoSZZ4rFAjX6orMjDa2SYXixvm3uyB3RQ
Scale = 1:24.8
T1
B1
HW1
A
B
E
C
D2x4
3x6
5-11-11
5-11-11
-1-0-0
1-0-0
5-11-11
5-11-11
0-
6
-
3
4-
5
-
1
5
5-
0
-
0
4-
5
-
1
5
8.00 12
Plate Offsets (X,Y)-- [B:0-0-0,0-0-0], [B:0-0-11,0-4-5]
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
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.53
0.21
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.05
-0.09
-0.00
0.00
(loc)
B-D
B-D
C
B
l/defl
>999
>733
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
WEDGE
Left: 2x4 DF Stud/Std
BRACING-
TOP CHORD Sheathed or 5-11-11 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)C=226/Mechanical, B=401/0-5-8 (min. 0-1-8), D=40/Mechanical
Max Horz B=158(LC 12)
Max UpliftC=-108(LC 12), B=-55(LC 12)
Max Grav C=226(LC 1), B=401(LC 1), D=97(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II;
Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-1-0 to 1-11-0, Interior(1) 1-11-0 to 5-10-15 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 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) B except (jt=lb)
C=108.
6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
MAGNOLIA FH 3C
Truss
J1B
Truss Type
Jack-Open
Qty
4
Ply
1
KARTCHNER MAGNOLIA FH 3C
Job Reference (optional)
8.420 s Jun 17 2021 MiTek Industries, Inc. Wed Dec 8 08:49:55 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:7Tf2DXpy1ZQLIAhP0Gf2Avye4Vk-1Nx0uDKUHiJoSZZ4rFAjX6oxrjFc2SYXixvm3uyB3RQ
Scale = 1:18.4
T1
B1
HW1
A
B
E
F
C
D2x4
3x6
3-11-11
3-11-11
-1-0-0
1-0-0
3-11-11
3-11-11
0-
6
-
3
3-
1
-
1
5
3-
8
-
0
3-
1
-
1
5
8.00 12
Plate Offsets (X,Y)-- [B:0-0-0,0-0-0], [B:0-0-11,0-4-5]
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
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.18
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
WEDGE
Left: 2x4 DF Stud/Std
BRACING-
TOP CHORD Sheathed or 3-11-11 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)C=135/Mechanical, B=310/0-5-8 (min. 0-1-8), D=26/Mechanical
Max Horz B=115(LC 12)
Max UpliftC=-67(LC 12), B=-58(LC 12)
Max Grav C=135(LC 1), B=310(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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II;
Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-1-0 to 1-11-0, Interior(1) 1-11-0 to 3-10-15 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 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, B.
6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
MAGNOLIA FH 3C
Truss
J1C
Truss Type
Jack-Open
Qty
4
Ply
1
KARTCHNER MAGNOLIA FH 3C
Job Reference (optional)
8.420 s Jun 17 2021 MiTek Industries, Inc. Wed Dec 8 08:49:56 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:7Tf2DXpy1ZQLIAhP0Gf2Avye4Vk-VZVO5ZL62?Rf4j8GOyhy3JL7F7cqnvohwbfKbLyB3RP
Scale = 1:11.9
T1
B1
HW1
A
B
C
D2x4
3x6
1-11-11
1-11-11
-1-0-0
1-0-0
1-11-11
1-11-11
0-
6
-
3
1-
9
-
1
5
2-
4
-
0
8.00 12
Plate Offsets (X,Y)-- [B:0-0-0,0-0-0], [B:0-0-11,0-4-5]
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
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-P
0.08
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-D
C
B
l/defl
>999
>999
n/a
****
L/d
360
240
n/a
240
PLATES
MT20
Weight: 8 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
WEDGE
Left: 2x4 DF Stud/Std
BRACING-
TOP CHORD Sheathed or 1-11-11 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)C=53/Mechanical, B=216/0-5-8 (min. 0-1-8), D=13/Mechanical
Max Horz B=74(LC 12)
Max UpliftC=-25(LC 12), B=-58(LC 12)
Max Grav C=53(LC 17), B=216(LC 1), D=33(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II;
Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 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, B.
6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
MAGNOLIA FH 3C
Truss
LG1
Truss Type
GABLE
Qty
1
Ply
1
KARTCHNER MAGNOLIA FH 3C
Job Reference (optional)
8.420 s Jun 17 2021 MiTek Industries, Inc. Wed Dec 8 08:49:57 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
ID:7Tf2DXpy1ZQLIAhP0Gf2Avye4Vk-zm2mJvMkpJZWisjTygCBcXtJLXysWLUq9FOt8nyB3RO
Scale = 1:42.6
T1 T2
B1
ST1
ST2
ST3
ST4
ST5
A
B
C
D
E
F
G
L K J I H3x4
4x5
3x4
12-1-8
12-1-8
6-0-12
6-0-12
12-1-8
6-0-12
7-
3
-
7
14.42 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
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.05
0.03
0.10
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
n/a
n/a
0.00
(loc)
-
-
G
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 67 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
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 12-1-8.
(lb) - Max Horz A=193(LC 11)
Max Uplift All uplift 100 lb or less at joint(s) A, G except K=-122(LC 12), L=-131(LC 12), I=-122(LC 12),
H=-131(LC 12)
Max Grav All reactions 250 lb or less at joint(s) A, G, J, K, L, I, H
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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II;
Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-3-12 to 3-3-12, Interior(1) 3-3-12 to 6-0-12, Exterior(2R) 6-0-12 to 9-0-12,
Interior(1) 9-0-12 to 11-9-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
3) All plates are 1.5x4 MT20 unless otherwise indicated.
4) Gable requires continuous bottom chord bearing.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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) A, G except (jt=lb)
K=122, L=131, I=122, H=131.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard