HomeMy WebLinkAboutTRUSS SPECS - 21-00530 - 690 S 2315 W - New SFRJob
FAIRVIEW-FREEMONT FM
Truss
A1
Truss Type
HIP GIRDER
Qty
1
Ply
3
KARTCHNER FREMONT-FAIRVIEW FH
Job Reference (optional)
8.420 s Dec 1 2020 MiTek Industries, Inc. Thu Apr 29 16:36:54 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Mal0Hw1zlTRcVyigOH32jizouXb-XZ5s95ZjZyjsJGOyBl8qvYrtKKp_rkPFPvqvwgzLnlt
Scale = 1:73.8
0-
1
-
6
0-
1
-
6
T1
T2
T1
B1
W4
W3 W2 W1 W2 W1 W2 W1 W2 W3
W4
T2
B1B2AB
C
D E F G H
I
J K
P O N M L
Q R S T
U V W X Y Z AA AB AC ADAE AF
5x6
4x12
12x12 4x8
1.5x4
4x5 7x10
3x6 12x12
4x5
4x8
1.5x4
5x6
4x12
Special
Special Special
Special Special
Special
Special Special
Special
Special Special
Special Special
Special
8-0-0
8-0-0
14-5-2
6-5-2
21-0-0
6-6-14
27-6-14
6-6-14
34-0-0
6-5-2
42-0-0
8-0-0
-1-0-0
1-0-0
5-0-0
5-0-0
8-0-0
3-0-0
14-5-2
6-5-2
21-0-0
6-6-14
27-6-14
6-6-14
34-0-0
6-5-2
37-0-0
3-0-0
42-0-0
5-0-0
43-0-0
1-0-0
0-
4
-
1
3-
6
-
1
1
3-
8
-
1
4-
0
-
1
3
0-
4
-
1
3-
6
-
1
1
5.00 12
Plate Offsets (X,Y)-- [B:0-4-5,0-1-15], [F:0-5-0,0-4-8], [J:0-4-5,0-1-15], [M:0-6-0,0-6-12], [O:0-6-0,0-6-12]
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
0.33
0.60
0.69
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.65
-0.87
0.16
0.46
(loc)
N
N
J
N
l/defl
>772
>570
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 789 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 *Except*
T2: 2x6 DF 1800F 1.6E or 2x6 DF SS
BOT CHORD 2x8 DF 1950F 1.7E or 2x8 DF SS
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Sheathed or 6-0-0 oc purlins, except
2-0-0 oc purlins (6-0-0 max.): D-H.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)B=5683/0-5-8 (min. 0-2-0), J=5683/0-5-8 (min. 0-2-0)
Max Horz B=-68(LC 6)
Max UpliftB=-2108(LC 8), J=-2108(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-13901/5076, C-D=-13845/5127, D-Q=-12685/4723, E-Q=-12687/4722, E-R=-19122/7113,
F-R=-19122/7113, F-S=-19122/7114, G-S=-19122/7114, G-T=-12688/4722, H-T=-12685/4723,
H-I=-13845/5128, I-J=-13902/5076
BOT CHORD B-P=-4621/12759, P-U=-6989/19122, U-V=-6989/19122, V-W=-6989/19122, O-W=-6989/19122,
O-X=-7763/21180, X-Y=-7763/21180, Y-Z=-7763/21180, N-Z=-7763/21180, N-AA=-7763/21180,
AA-AB=-7763/21180, AB-AC=-7763/21180, M-AC=-7763/21180, M-AD=-6989/19122,
AD-AE=-6989/19122, AE-AF=-6989/19122, L-AF=-6989/19122, J-L=-4621/12759
WEBS C-P=-306/481, D-P=-1770/4679, E-P=-7186/2634, E-O=-911/2316, F-O=-2382/877,
F-N=-543/1314, F-M=-2381/877, G-M=-911/2316, G-L=-7186/2634, H-L=-1770/4679,
I-L=-306/481
NOTES-
1) 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, 2x6 - 2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows: 2x8 - 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=42ft; eave=5ft; Cat. II;
Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch 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=2108,
J=2108.
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.
Continued on page 2
Job
FAIRVIEW-FREEMONT FM
Truss
A1
Truss Type
HIP GIRDER
Qty
1
Ply
3
KARTCHNER FREMONT-FAIRVIEW FH
Job Reference (optional)
8.420 s Dec 1 2020 MiTek Industries, Inc. Thu Apr 29 16:36:56 2021 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Mal0Hw1zlTRcVyigOH32jizouXb-TyDcana_5ZzaYaXKIAAI_zwDq8USJevXtDJ??ZzLnlr
NOTES-
11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1350 lb down and 483 lb up at 8-0-0, 365 lb down and 140 lb up at
10-0-12, 365 lb down and 140 lb up at 12-0-12, 365 lb down and 140 lb up at 14-0-12, 365 lb down and 140 lb up at 16-0-12, 365 lb down and 140 lb up at 18-0-12, 365 lb
down and 140 lb up at 20-0-12, 365 lb down and 140 lb up at 21-11-4, 365 lb down and 140 lb up at 23-11-4, 365 lb down and 140 lb up at 25-11-4, 365 lb down and 140 lb
up at 27-11-4, 365 lb down and 140 lb up at 29-11-4, and 365 lb down and 140 lb up at 31-11-4, and 1350 lb down and 483 lb up at 33-11-4 on bottom chord. The
design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: A-D=-84, D-H=-84, H-K=-84, B-J=-14
Concentrated Loads (lb)
Vert: P=-1350(F) L=-1350(F) U=-365(F) V=-365(F) W=-365(F) X=-365(F) Y=-365(F) Z=-365(F) AA=-365(F) AB=-365(F) AC=-365(F) AD=-365(F) AE=-365(F)
AF=-365(F)
Job
FAIRVIEW-FREEMONT FM
Truss
A1A
Truss Type
HIP GIRDER
Qty
1
Ply
3
KARTCHNER FREMONT-FAIRVIEW FH
Job Reference (optional)
8.420 s Dec 1 2020 MiTek Industries, Inc. Thu Apr 29 16:36:57 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Mal0Hw1zlTRcVyigOH32jizouXb-y8n_n7bcst5RAk6XsthXWATPEXrS25oh5t2ZX?zLnlq
Scale = 1:75.2
0-
1
-
6
0-
1
-
1
0
T1
T2
T4
T5
B1
W9
W8 W5 W7 W5 W7 W5 W4 W1
W2
W3 W6
T3
B3B2AB
C
D E F G
H
I
J K
Q P O N M L
R S T
U V W X Y
5x6
5x6
5x6
7x10 4x8
1.5x4
4x5 7x10
2x4 7x10
5x8
4x8
3x4
2x4
4x5
Special
Special Special
Special Special
Special
8-0-0
8-0-0
14-4-9
6-4-9
20-10-15
6-6-5
27-3-8
6-4-9
30-7-12
3-4-4
36-3-14
5-8-2
42-0-0
5-8-2
-1-0-0
1-0-0
4-0-0
4-0-0
8-0-0
4-0-0
14-4-9
6-4-9
20-10-15
6-6-5
27-3-8
6-4-9
30-7-12
3-4-4
36-3-14
5-8-2
42-0-0
5-8-2
43-0-0
1-0-0
0-
4
-
1
3-
6
-
1
1
5-
0
-
1
5
5-
1
-
1
5-
5
-
1
3
0-
4
-
1
3-
6
-
1
1
5.00 12
Plate Offsets (X,Y)-- [B:0-3-12,0-0-2], [F:0-5-0,0-4-8], [G:0-2-12,0-3-12], [J:0-2-0,0-2-0], [N:0-5-0,0-4-8], [P: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
0.29
0.55
0.65
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.46
-0.63
0.13
0.34
(loc)
O-P
O-P
J
O-P
l/defl
>999
>791
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 720 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except*
T1,T5: 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
2-0-0 oc purlins (6-0-0 max.): D-G.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)B=4469/0-5-8 (min. 0-1-9), J=2994/0-3-8 (min. 0-1-8)
Max Horz B=96(LC 7)
Max UpliftB=-1665(LC 8), J=-1138(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-10500/3832, C-D=-10520/3904, D-R=-9598/3597, E-R=-9601/3596, E-S=-13258/4974,
F-S=-13258/4974, F-T=-9903/3759, G-T=-9900/3759, G-H=-6120/2339, H-I=-6261/2366,
I-J=-6815/2541
BOT CHORD B-Q=-3458/9561, Q-U=-4851/13258, U-V=-4851/13258, V-W=-4851/13258, P-W=-4851/13258,
P-X=-4661/12680, X-Y=-4661/12680, O-Y=-4661/12680, N-O=-4661/12680, M-N=-3658/9957,
L-M=-2275/6204, J-L=-2275/6204
WEBS C-Q=-308/404, D-Q=-1334/3479, E-Q=-4052/1527, E-P=-467/1091, F-P=-888/954,
F-O=-195/366, F-N=-3287/1149, G-N=-513/1348, G-M=-5910/2245, H-M=-1720/4396,
I-M=-621/306
NOTES-
1) 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, 2x6 - 2 rows staggered at 0-9-0 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=42ft; eave=5ft; Cat. II;
Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch 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=1665,
J=1138.
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.
Continued on page 2
Job
FAIRVIEW-FREEMONT FM
Truss
A1A
Truss Type
HIP GIRDER
Qty
1
Ply
3
KARTCHNER FREMONT-FAIRVIEW FH
Job Reference (optional)
8.420 s Dec 1 2020 MiTek Industries, Inc. Thu Apr 29 16:36:58 2021 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Mal0Hw1zlTRcVyigOH32jizouXb-QLLM?ScEdBDIouhjQbCm3O?a_xBhnY1qKXo63SzLnlp
NOTES-
11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1350 lb down and 483 lb up at 8-0-0, 365 lb down and 140 lb up at
10-0-12, 365 lb down and 140 lb up at 12-0-12, 365 lb down and 140 lb up at 14-0-12, and 365 lb down and 140 lb up at 16-0-12, and 365 lb down and 140 lb up at 18-0-12
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, G-H=-84, H-K=-84, B-J=-14
Concentrated Loads (lb)
Vert: Q=-1350(F) U=-365(F) V=-365(F) W=-365(F) X=-365(F) Y=-365(F)
Job
FAIRVIEW-FREEMONT FM
Truss
A2
Truss Type
Hip
Qty
1
Ply
1
KARTCHNER FREMONT-FAIRVIEW FH
Job Reference (optional)
8.420 s Dec 1 2020 MiTek Industries, Inc. Thu Apr 29 16:37:00 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Mal0Hw1zlTRcVyigOH32jizouXb-MjT7Q8dU8oT01Br6X0FE8p4s5lutFVF7nrHD8KzLnln
Scale = 1:73.7
0-
1
-
1
0
0-
1
-
1
0
T1
T2
T1
B1
W4
W3 W1 W2 W1 W2 W1 W3
W4
T3
B1B3B2AB
C
D E F G
H
I J
N M L K
O P
Q R S T U V
W X
Y Z AA AB AC AD
5x6
4x8
7x10
1.5x4
4x5
7x10
7x10
2x4 7x10
1.5x4
5x6
4x8
10-0-0
10-0-0
17-3-7
7-3-7
24-8-9
7-5-3
32-0-0
7-3-7
42-0-0
10-0-0
-1-0-0
1-0-0
5-0-0
5-0-0
10-0-0
5-0-0
17-3-7
7-3-7
24-8-9
7-5-3
32-0-0
7-3-7
37-0-0
5-0-0
42-0-0
5-0-0
43-0-0
1-0-0
0-
4
-
1
4-
4
-
7
4-
6
-
1
4-
1
0
-
1
3
0-
4
-
1
4-
4
-
7
5.00 12
Plate Offsets (X,Y)-- [B:0-4-13,0-1-13], [F:0-5-0,0-4-8], [I:0-4-13,0-1-13], [K:0-4-12,0-4-12], [M:0-5-0,0-4-12], [N:0-4-12,0-4-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.57
0.50
0.47
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.50
-0.71
0.18
0.40
(loc)
L-M
L-M
I
L-M
l/defl
>995
>702
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 234 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 *Except*
T2,T3: 2x6 DF 1800F 1.6E or 2x6 DF SS
BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS
WEBS 2x4 DF Stud/Std *Except*
W1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BRACING-
TOP CHORD Sheathed or 2-8-9 oc purlins, except
2-0-0 oc purlins (3-6-8 max.): D-G.
BOT CHORD Rigid ceiling directly applied or 5-9-11 oc bracing.
WEBS 1 Row at midpt E-N, F-M, F-K
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), I=2144/0-5-8 (min. 0-2-5)
Max Horz B=-83(LC 10)
Max UpliftB=-830(LC 12), I=-830(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-O=-4636/1797, O-P=-4540/1800, C-P=-4500/1805, C-D=-4193/1699, D-Q=-3821/1610,
Q-R=-3823/1610, E-R=-3828/1610, E-S=-5303/2288, S-T=-5303/2288, F-T=-5303/2288,
F-U=-3828/1610, U-V=-3824/1610, G-V=-3821/1610, G-H=-4193/1699, H-W=-4500/1805,
W-X=-4540/1800, I-X=-4636/1797
BOT CHORD B-Y=-1600/4196, Y-Z=-1600/4196, N-Z=-1600/4196, N-AA=-2123/5303, M-AA=-2123/5303,
L-M=-2135/5302, L-AB=-2135/5302, K-AB=-2135/5302, K-AC=-1611/4196, AC-AD=-1611/4196,
I-AD=-1611/4196
WEBS C-N=-408/167, D-N=-485/1073, E-N=-1851/772, F-K=-1850/772, G-K=-485/1073,
H-K=-408/167
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=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 10-0-0, Exterior(2R) 10-0-0 to
15-11-4, Interior(1) 15-11-4 to 32-0-0, Exterior(2R) 32-0-0 to 37-11-4, Interior(1) 37-11-4 to 43-0-11 zone; cantilever left and right
exposed ; end vertical left and right exposed; porch 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=830,
I=830.
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
FAIRVIEW-FREEMONT FM
Truss
A2A
Truss Type
Hip
Qty
1
Ply
1
KARTCHNER FREMONT-FAIRVIEW FH
Job Reference (optional)
8.420 s Dec 1 2020 MiTek Industries, Inc. Thu Apr 29 16:37:02 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Mal0Hw1zlTRcVyigOH32jizouXb-I6atqqflgPkjGV?UfQHiDEA9BYY5jHZQF9mKCDzLnll
Scale = 1:73.9
0-
1
-
1
0
0-
1
-
1
0
T1
T2 T4
T5
B1
W8
W7 W4 W6 W6 W4 W3
W1
W2
W5
T3
B3B2B2AB
C
D E F G H
I
J K
O N M L
P Q
R S T U
V
W X Y Z AA AB
5x6 7x10 5x6
7x10
4x8
7x10
1.5x4
4x5
7x10 8x12 4x5
1.5x4
5x8
10-0-0
10-0-0
19-7-12
9-7-12
29-3-8
9-7-12
35-7-12
6-4-4
42-0-0
6-4-4
-1-0-0
1-0-0
5-0-0
5-0-0
10-0-0
5-0-0
16-5-3
6-5-3
22-10-5
6-5-3
29-3-8
6-5-3
30-7-12
1-4-4
36-3-14
5-8-2
42-0-0
5-8-2
43-0-0
1-0-0
0-
4
-
1
4-
4
-
7
5-
0
-
1
3
5-
5
-
9
0-
4
-
1
4-
4
-
7
5.00 12
Plate Offsets (X,Y)-- [B:0-4-13,0-1-13], [F:0-5-0,0-4-8], [G:0-3-0,0-3-12], [J:0-4-0,Edge], [M:0-4-12,0-5-0], [N:0-5-0,0-4-12], [O: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
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.66
0.52
1.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.52
-0.74
0.17
0.43
(loc)
M-N
M-N
J
M-N
l/defl
>962
>676
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 236 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except*
T1,T5: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS
WEBS 2x4 DF Stud/Std *Except*
W4,W1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F
1.6E
BRACING-
TOP CHORD Sheathed or 2-5-12 oc purlins, except
2-0-0 oc purlins (3-6-15 max.): D-G.
BOT CHORD Rigid ceiling directly applied or 5-7-0 oc bracing.
WEBS 1 Row at midpt E-O
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)B=2148/0-5-8 (min. 0-2-5), J=2140/0-3-8 (min. 0-2-5)
Max Horz B=96(LC 11)
Max UpliftB=-832(LC 12), J=-828(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-P=-4650/1905, P-Q=-4554/1907, C-Q=-4515/1912, C-D=-4205/1812, D-R=-3832/1715,
R-S=-3838/1715, E-S=-3839/1714, E-T=-5356/2523, F-T=-5356/2523, F-U=-4498/2096,
G-U=-4495/2097, G-H=-4989/2330, H-I=-4526/2080, I-V=-4568/2049, J-V=-4665/2040
BOT CHORD B-W=-1701/4210, W-X=-1701/4210, O-X=-1701/4210, O-Y=-2186/5180, N-Y=-2186/5180,
M-N=-2328/5425, M-Z=-1504/3590, L-Z=-1504/3590, L-AA=-1806/4223, AA-AB=-1806/4223,
J-AB=-1806/4223
WEBS C-O=-415/159, D-O=-537/1109, E-O=-1575/742, E-N=-277/301, F-M=-1267/460,
G-M=-2338/1040, H-M=-1512/3178, H-L=-352/742, I-L=-454/178
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 10-0-0, Exterior(2R) 10-0-0 to
15-11-4, Interior(1) 15-11-4 to 30-8-2, Exterior(2R) 30-8-2 to 36-4-7, Interior(1) 36-4-7 to 43-0-11 zone; cantilever left and right exposed ;
end vertical left and right exposed; porch 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=832,
J=828.
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
FAIRVIEW-FREEMONT FM
Truss
A3
Truss Type
Hip
Qty
2
Ply
1
KARTCHNER FREMONT-FAIRVIEW FH
Job Reference (optional)
8.420 s Dec 1 2020 MiTek Industries, Inc. Thu Apr 29 16:37:04 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Mal0Hw1zlTRcVyigOH32jizouXb-EVieFWh?C1_RWp9tmrJAJfFUyMFWBBRjiTFRH5zLnlj
Scale = 1:73.7
0-
1
-
1
0
0-
1
-
1
0
T1
T2
T1
B1
W5 W4
W3 W2 W1 W1 W2 W3
W4 W5
T3
B1B2B2AB
C
D E F G
H
I J
O N M L K
P Q
R S T U
5x6 5x8
4x8
7x10
3x4
2x4
3x4
7x10 7x10
3x4
2x4
5x6
4x8
6-0-0
6-0-0
12-0-0
6-0-0
21-0-0
9-0-0
30-0-0
9-0-0
36-0-0
6-0-0
42-0-0
6-0-0
-1-0-0
1-0-0
6-0-0
6-0-0
12-0-0
6-0-0
18-0-0
6-0-0
24-0-0
6-0-0
30-0-0
6-0-0
36-0-0
6-0-0
42-0-0
6-0-0
43-0-0
1-0-0
0-
4
-
1
5-
2
-
7
5-
4
-
1
5-
8
-
1
3
0-
4
-
1
5-
2
-
7
5.00 12
Plate Offsets (X,Y)-- [B:0-4-13,0-1-13], [F:0-4-0,0-3-0], [I:0-4-13,0-1-13], [L:0-4-12,0-4-8], [M:0-5-0,0-4-8], [N: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
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.71
0.46
0.97
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.43
-0.61
0.16
0.35
(loc)
M
M
I
M-N
l/defl
>999
>817
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 221 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS
WEBS 2x4 DF Stud/Std *Except*
W2: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BRACING-
TOP CHORD Sheathed or 2-2-0 oc purlins, except
2-0-0 oc purlins (2-10-11 max.): D-G.
BOT CHORD Rigid ceiling directly applied or 6-7-11 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), I=2144/0-5-8 (min. 0-2-5)
Max Horz B=100(LC 11)
Max UpliftB=-830(LC 12), I=-830(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-P=-4596/1824, C-P=-4500/1834, C-D=-3925/1565, D-E=-3545/1484, E-F=-4349/1831,
F-G=-3545/1484, G-H=-3925/1565, H-Q=-4500/1834, I-Q=-4596/1824
BOT CHORD B-R=-1612/4148, O-R=-1612/4148, N-O=-1612/4148, N-S=-1599/4312, M-S=-1599/4312,
M-T=-1596/4312, L-T=-1596/4312, K-L=-1602/4148, K-U=-1602/4148, I-U=-1602/4148
WEBS C-N=-667/368, D-N=-452/1008, E-N=-1182/420, F-L=-1182/420, G-L=-452/1008,
H-L=-667/368
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 12-0-0, Exterior(2R) 12-0-0 to 18-0-0,
Interior(1) 18-0-0 to 30-0-0, Exterior(2R) 30-0-0 to 36-0-0, Interior(1) 36-0-0 to 43-0-11 zone; cantilever left and right exposed ; end
vertical left and right exposed; porch 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=830,
I=830.
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
FAIRVIEW-FREEMONT FM
Truss
A4
Truss Type
Hip
Qty
2
Ply
1
KARTCHNER FREMONT-FAIRVIEW FH
Job Reference (optional)
8.420 s Dec 1 2020 MiTek Industries, Inc. Thu Apr 29 16:37:06 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Mal0Hw1zlTRcVyigOH32jizouXb-BtqOgBiFkeE9l6IFuGLeO4KnCAtCfBJ0AnkXM_zLnlh
Scale = 1:74.0
0-
1
-
1
0
0-
1
-
1
0
T2
T3
T2
B1
W5 W4
W3
W2
W1
W2
W3
W4 W5T1 T1
B1B2AB
C
D E F
G
H I
N M L K J
O
P
Q R S T
U
V
W X Y Z AA AB AC AD
6x8
5x8 5x8
6x8
5x6
7x10 1.5x4 1.5x4 7x10
3x8
1.5x4
5x6
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
-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
6-
0
-
7
6-
2
-
1
6-
6
-
1
3
0-
4
-
1
6-
0
-
7
5.00 12
Plate Offsets (X,Y)-- [B:0-2-5,Edge], [C:0-4-0,Edge], [D:0-4-2,Edge], [F:0-4-2,Edge], [G:0-4-0,Edge], [H:0-2-5,Edge], [K:0-4-12,Edge], [M: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
0.92
0.76
0.63
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.46
-0.66
0.23
0.37
(loc)
L-M
L-M
H
L-M
l/defl
>999
>757
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 193 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*
W4,W2: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F
1.6E
BRACING-
TOP CHORD Sheathed, except
2-0-0 oc purlins (2-2-0 max.): D-F.
BOT CHORD Rigid ceiling directly applied or 5-2-1 oc bracing.
WEBS 1 Row at midpt E-M, E-K
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), H=2144/0-5-8 (min. 0-2-5)
Max Horz B=-115(LC 10)
Max UpliftB=-830(LC 12), H=-830(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-O=-4486/1778, C-O=-4382/1791, C-P=-3636/1406, D-P=-3527/1426, D-Q=-3266/1351,
Q-R=-3266/1351, E-R=-3268/1351, E-S=-3268/1351, S-T=-3266/1351, F-T=-3266/1351,
F-U=-3527/1426, G-U=-3636/1406, G-V=-4382/1791, H-V=-4486/1778
BOT CHORD B-W=-1560/4018, N-W=-1560/4018, N-X=-1555/4015, M-X=-1555/4015, M-Y=-1325/3776,
Y-Z=-1325/3776, L-Z=-1325/3776, L-AA=-1325/3776, AA-AB=-1325/3776, K-AB=-1325/3776,
K-AC=-1547/4015, J-AC=-1547/4015, J-AD=-1552/4018, H-AD=-1552/4018
WEBS C-M=-843/453, D-M=-394/944, E-M=-894/254, E-L=-96/323, E-K=-894/254, F-K=-394/944,
G-K=-843/453
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 14-0-0, Exterior(2R) 14-0-0 to
19-11-4, Interior(1) 19-11-4 to 28-0-0, Exterior(2R) 28-0-0 to 33-11-4, Interior(1) 33-11-4 to 43-0-11 zone; cantilever left and right
exposed ; end vertical left and right exposed; porch 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=830,
H=830.
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
FAIRVIEW-FREEMONT FM
Truss
A5
Truss Type
Hip
Qty
2
Ply
1
KARTCHNER FREMONT-FAIRVIEW FH
Job Reference (optional)
8.420 s Dec 1 2020 MiTek Industries, Inc. Thu Apr 29 16:37:08 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Mal0Hw1zlTRcVyigOH32jizouXb-7Gy85tkVGFUt_QSe?hO6TVQEPzWc75nJd5DeQtzLnlf
Scale = 1:74.0
0-
1
-
1
0
0-
1
-
1
0
T2
T3
T2
B1
W5
W4 W3
W2
W1 W1
W2
W3 W4
W5
T1 T1
B1B2AB
C
D
E F G
H
I
J K
O N M L
P
Q
R S T U
V
W
X Y Z AA AB AC AD AE
5x8
5x6
5x6
5x8
5x6
7x10 3x4
1.5x4
3x4
7x10 3x4
1.5x4
5x6
8-0-0
8-0-0
16-0-0
8-0-0
26-0-0
10-0-0
34-0-0
8-0-0
42-0-0
8-0-0
-1-0-0
1-0-0
5-4-0
5-4-0
10-8-0
5-4-0
16-0-0
5-4-0
21-0-0
5-0-0
26-0-0
5-0-0
31-4-0
5-4-0
36-8-0
5-4-0
42-0-0
5-4-0
43-0-0
1-0-0
0-
4
-
1
6-
1
0
-
7
7-
0
-
1
7-
4
-
1
3
0-
4
-
1
6-
1
0
-
7
5.00 12
Plate Offsets (X,Y)-- [B:0-2-5,Edge], [D:0-4-0,0-3-0], [H:0-4-0,0-3-0], [J:0-2-5,Edge], [M:0-4-12,Edge], [N: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
0.49
0.83
0.63
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.63
-0.90
0.22
0.48
(loc)
M-N
M-N
J
M-N
l/defl
>793
>555
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 200 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std *Except*
W1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BRACING-
TOP CHORD Sheathed or 2-8-12 oc purlins, except
2-0-0 oc purlins (3-7-5 max.): E-G.
BOT CHORD Rigid ceiling directly applied or 5-2-1 oc bracing.
WEBS 1 Row at midpt F-N, F-M
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=-131(LC 10)
Max UpliftB=-830(LC 12), J=-830(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-P=-4511/1770, C-P=-4412/1779, C-Q=-4174/1730, D-Q=-4036/1740, D-E=-3352/1342,
E-R=-3039/1268, R-S=-3039/1268, F-S=-3042/1267, F-T=-3042/1267, T-U=-3039/1268,
G-U=-3039/1268, G-H=-3352/1342, H-V=-4036/1740, I-V=-4174/1730, I-W=-4412/1779,
J-W=-4511/1770
BOT CHORD B-X=-1560/4053, O-X=-1560/4053, O-Y=-1309/3585, N-Y=-1309/3585, N-Z=-1095/3221,
Z-AA=-1095/3221, AA-AB=-1095/3221, AB-AC=-1095/3221, M-AC=-1095/3221, M-AD=-1300/3585,
L-AD=-1300/3585, L-AE=-1551/4053, J-AE=-1551/4053
WEBS C-O=-367/142, D-O=-312/455, D-N=-747/373, E-N=-403/952, F-N=-598/145, F-M=-598/145,
G-M=-403/952, H-M=-747/373, H-L=-312/455, I-L=-367/142
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 16-0-0, Exterior(2R) 16-0-0 to
21-11-4, Interior(1) 21-11-4 to 26-0-0, Exterior(2R) 26-0-0 to 31-11-4, Interior(1) 31-11-4 to 43-0-11 zone; cantilever left and right
exposed ; end vertical left and right exposed; porch 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=830,
J=830.
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
FAIRVIEW-FREEMONT FM
Truss
A6
Truss Type
Hip
Qty
2
Ply
1
KARTCHNER FREMONT-FAIRVIEW FH
Job Reference (optional)
8.420 s Dec 1 2020 MiTek Industries, Inc. Thu Apr 29 16:37:10 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Mal0Hw1zlTRcVyigOH32jizouXb-3e3vWZlmotkbEkc176QaYwVWRnDPb_Bb5PilVlzLnld
Scale = 1:74.0
0-
1
-
1
0
0-
1
-
1
0
T2
T3
T2
B1
W5
W4 W3
W2
W1
W2
W3 W4
W5
T1 T1
B1B2SB1SB2AB
C
D
E F
G
H
I J
P O N M L K
Q R
S T U V W
5x8
5x6 6x8
5x8
5x6
5x8 WB3x4
1.5x4
3x8 3x4 3x4
1.5x4
5x8 WB
5x6
9-0-0
9-0-0
18-0-0
9-0-0
24-0-0
6-0-0
33-0-0
9-0-0
42-0-0
9-0-0
-1-0-0
1-0-0
6-0-0
6-0-0
12-0-0
6-0-0
18-0-0
6-0-0
24-0-0
6-0-0
30-0-0
6-0-0
36-0-0
6-0-0
42-0-0
6-0-0
43-0-0
1-0-0
0-
4
-
1
7-
8
-
7
7-
1
0
-
1
8-
2
-
1
3
0-
4
-
1
7-
8
-
7
5.00 12
Plate Offsets (X,Y)-- [B:0-2-5,Edge], [D:0-4-0,0-3-0], [F:0-4-2,Edge], [G:0-4-0,0-3-0], [I: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
0.71
0.81
0.70
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.42
-0.64
0.21
0.39
(loc)
K-M
K-M
I
K-M
l/defl
>999
>785
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 202 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*
W5,W4: 2x4 DF Stud/Std
OTHERS 2x4 DF Stud/Std
BRACING-
TOP CHORD Sheathed or 2-6-15 oc purlins, except
2-0-0 oc purlins (3-0-9 max.): E-F.
BOT CHORD Rigid ceiling directly applied or 5-1-7 oc bracing.
WEBS 1 Row at midpt F-N
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), I=2144/0-5-8 (min. 0-2-5)
Max Horz B=146(LC 11)
Max UpliftB=-830(LC 12), I=-830(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-Q=-4491/1742, C-Q=-4393/1753, C-D=-4093/1699, D-E=-3128/1260, E-F=-2789/1188,
F-G=-3128/1260, G-H=-4093/1699, H-R=-4393/1753, I-R=-4492/1742
BOT CHORD B-S=-1534/4033, P-S=-1534/4033, P-T=-1227/3451, O-T=-1227/3451, N-O=-1227/3451,
N-U=-929/2789, M-U=-929/2789, L-M=-1218/3451, L-V=-1218/3451, K-V=-1218/3451,
K-W=-1526/4033, I-W=-1526/4033
WEBS C-P=-453/172, D-P=-370/580, D-N=-863/430, E-N=-335/748, F-N=-355/357, F-M=-377/767,
G-M=-864/430, G-K=-370/580, H-K=-453/172
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=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 18-0-0, Exterior(2E) 18-0-0 to 24-0-0,
Exterior(2R) 24-0-0 to 30-0-11, Interior(1) 30-0-11 to 43-0-11 zone; cantilever left and right exposed ; end vertical left and right exposed;
porch 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=830,
I=830.
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
FAIRVIEW-FREEMONT FM
Truss
A7
Truss Type
Hip
Qty
2
Ply
1
KARTCHNER FREMONT-FAIRVIEW FH
Job Reference (optional)
8.420 s Dec 1 2020 MiTek Industries, Inc. Thu Apr 29 16:37:12 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Mal0Hw1zlTRcVyigOH32jizouXb-?1BfxFn0KU_JT1mPEXS2dLauAazK3wTuYjBsZezLnlb
Scale = 1:73.7
0-
1
-
1
0
0-
1
-
1
0
T2
T3
T2
B1
W5
W4
W3 W2
W1
W2 W3
W4
W5
T1 T1
B1B3B2AB
C
D
E
F G
H
I
J
K L
P O N M
Q
R S
T
U V W X Y Z AA AB
3x6
5x6 6x8
3x6
4x8
7x10
1.5x4
3x4
7x10 4x5
3x6
7x10
1.5x4
4x8
10-0-0
10-0-0
20-0-0
10-0-0
22-0-0
2-0-0
32-0-0
10-0-0
42-0-0
10-0-0
-1-0-0
1-0-0
6-8-0
6-8-0
13-4-0
6-8-0
20-0-0
6-8-0
22-0-0
2-0-0
28-8-0
6-8-0
35-4-0
6-8-0
42-0-0
6-8-0
43-0-0
1-0-0
0-
4
-
1
8-
6
-
7
8-
8
-
1
9-
0
-
1
3
0-
4
-
1
8-
6
-
7
5.00 12
Plate Offsets (X,Y)-- [B:0-4-13,0-1-13], [G:0-4-2,Edge], [K:0-4-13,0-1-13], [M:0-5-0,0-4-8], [O:0-4-12,0-4-8], [P: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
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.63
0.53
0.46
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.38
-0.54
0.14
0.30
(loc)
M-N
M-N
K
M-N
l/defl
>999
>919
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 236 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 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except*
W5,W4: 2x4 DF Stud/Std
BRACING-
TOP CHORD Sheathed or 2-7-15 oc purlins, except
2-0-0 oc purlins (3-11-11 max.): F-G.
BOT CHORD Rigid ceiling directly applied or 6-6-1 oc bracing.
WEBS 1 Row at midpt E-O, G-O, H-N
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), K=2144/0-5-8 (min. 0-2-5)
Max Horz B=161(LC 11)
Max UpliftB=-830(LC 12), K=-830(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-Q=-4542/1873, C-Q=-4442/1884, C-D=-4099/1798, D-E=-3943/1810, E-R=-2911/1236,
F-R=-2808/1255, F-G=-2604/1191, G-S=-2825/1256, H-S=-2927/1238, H-I=-3945/1804,
I-J=-4102/1792, J-T=-4444/1878, K-T=-4544/1867
BOT CHORD B-U=-1657/4090, P-U=-1657/4090, P-V=-1281/3356, V-W=-1281/3356, W-X=-1281/3356,
O-X=-1281/3356, N-O=-886/2611, N-Y=-1264/3356, Y-Z=-1264/3356, Z-AA=-1264/3356,
M-AA=-1264/3356, M-AB=-1640/4092, K-AB=-1640/4092
WEBS C-P=-559/198, E-P=-427/724, E-O=-1016/496, F-O=-413/872, G-O=-409/341, G-N=-508/757,
H-N=-997/486, H-M=-428/728, J-M=-559/197
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 20-0-0, Exterior(2E) 20-0-0 to 22-0-0,
Exterior(2R) 22-0-0 to 27-11-4, Interior(1) 27-11-4 to 43-0-11 zone; cantilever left and right exposed ; end vertical left and right exposed;
porch 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=830,
K=830.
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
FAIRVIEW-FREEMONT FM
Truss
A8
Truss Type
Common
Qty
3
Ply
1
KARTCHNER FREMONT-FAIRVIEW FH
Job Reference (optional)
8.420 s Dec 1 2020 MiTek Industries, Inc. Thu Apr 29 16:37:15 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Mal0Hw1zlTRcVyigOH32jizouXb-QctoZGpucPMtKVU_wf0lFzCMWowRGDXKEgQWAzzLnlY
Scale = 1:70.2
T2 T2
B1
W1
W2 W3
W4
W1
W2W3
W4
T1 T1
B1B2AB
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 AB AC AD
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
0.76
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.50
-0.69
0.20
0.37
(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: 2x4 DF Stud/Std
BRACING-
TOP CHORD Sheathed or 2-2-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 4-9-11 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 11)
Max UpliftB=-830(LC 12), J=-830(LC 12)
Max GravB=2145(LC 2), J=2145(LC 2)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-R=-4507/1994, C-R=-4429/2007, C-D=-4305/1999, D-E=-4143/2019, E-S=-3316/1563,
F-S=-3218/1576, F-T=-3218/1576, G-T=-3316/1563, G-H=-4143/2019, H-I=-4305/1999,
I-U=-4429/2007, J-U=-4507/1994
BOT CHORD B-V=-1772/4060, Q-V=-1772/4060, Q-W=-1344/3313, P-W=-1344/3313, P-X=-1344/3313,
O-X=-1344/3313, O-Y=-924/2480, Y-Z=-924/2480, Z-AA=-924/2480, N-AA=-924/2480,
N-AB=-1343/3313, M-AB=-1343/3313, M-AC=-1343/3313, L-AC=-1343/3313, L-AD=-1773/4060,
J-AD=-1773/4060
WEBS F-N=-580/1153, G-N=-916/433, G-L=-524/854, I-L=-493/170, F-O=-580/1153, E-O=-916/433,
E-Q=-524/854, C-Q=-493/170
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; porch 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=830,
J=830.
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
FAIRVIEW-FREEMONT FM
Truss
B1
Truss Type
GABLE
Qty
1
Ply
1
KARTCHNER FREMONT-FAIRVIEW FH
Job Reference (optional)
8.420 s Dec 1 2020 MiTek Industries, Inc. Thu Apr 29 16:37:17 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Mal0Hw1zlTRcVyigOH32jizouXb-M?_Y_yr980dbaoeN142DKOIsHbo7kIvdi_vdErzLnlW
Scale = 1:39.6
T1 T1
B1
ST5
ST4
ST3
ST2
ST1
ST4
ST3
ST2
B1
ST1
A
B
C
D
E
F
G
H
I
J
K
L
M
V U T S R Q P O N
W X
4x5
3x4
5x6
3x4
22-8-8
22-8-8
-1-0-0
1-0-0
11-4-4
11-4-4
22-8-8
11-4-4
23-8-8
1-0-0
0-
4
-
1
5-
0
-
1
3
5-
5
-
9
0-
4
-
1
5.00 12
Plate Offsets (X,Y)-- [R: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
0.09
0.04
0.06
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.00
0.00
0.00
(loc)
M
M
L
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 100 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 22-8-8.
(lb) - Max Horz B=74(LC 11)
Max Uplift All uplift 100 lb or less at joint(s) B, S, T, U, V, Q, P, O, L, N
Max Grav All reactions 250 lb or less at joint(s) B, R, S, T, U, Q, P, O, L except V=307(LC 23), N=307(LC 24)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; 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 11-4-4, Corner(3R) 11-4-4 to 14-4-4
, Exterior(2N) 14-4-4 to 23-9-3 zone; cantilever left and right exposed ; end vertical left and right exposed; porch 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, S, T, U, V, Q, P, O,
L, N.
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
FAIRVIEW-FREEMONT FM
Truss
B2
Truss Type
Common
Qty
1
Ply
1
KARTCHNER FREMONT-FAIRVIEW FH
Job Reference (optional)
8.420 s Dec 1 2020 MiTek Industries, Inc. Thu Apr 29 16:37:18 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Mal0Hw1zlTRcVyigOH32jizouXb-qBYwBIrnvKlSByDZboZStbqza?2mThQnweeAnHzLnlV
Scale = 1:39.6
T1 T1
B1
W1
W2
W1
W2
B2A
B
C
D
E
F
G
I H
J
K L
M
N O P Q R
5x6
3x6 5x6
1.5x4
3x4
1.5x4
3x6
7-6-13
7-6-13
15-1-11
7-6-13
22-8-8
7-6-13
-1-0-0
1-0-0
5-8-2
5-8-2
11-4-4
5-8-2
17-0-6
5-8-2
22-8-8
5-8-2
23-8-8
1-0-0
0-
4
-
1
5-
0
-
1
3
5-
5
-
9
0-
4
-
1
5.00 12
Plate Offsets (X,Y)-- [H:0-3-0,0-3-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2018/TPI2014
CSI.
TC
BC
WB
Matrix-SH
0.38
0.40
0.30
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.11
-0.18
0.06
0.15
(loc)
H-I
H-I
F
F-H
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 91 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Sheathed or 4-2-9 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-4-9 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)B=1199/0-3-8 (min. 0-1-8), F=1199/0-3-8 (min. 0-1-8)
Max Horz B=74(LC 11)
Max UpliftB=-468(LC 12), F=-468(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-J=-2241/1129, C-J=-2163/1142, C-K=-1920/1091, D-K=-1819/1101, D-L=-1819/1101,
E-L=-1920/1091, E-M=-2163/1142, F-M=-2241/1129
BOT CHORD B-N=-980/1984, I-N=-980/1984, I-O=-576/1299, O-P=-576/1299, P-Q=-576/1299,
H-Q=-576/1299, H-R=-974/1984, F-R=-974/1984
WEBS D-H=-441/634, E-H=-496/224, D-I=-441/634, C-I=-496/224
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) -1-0-11 to 1-11-5, Interior(1) 1-11-5 to 11-4-4, Exterior(2R) 11-4-4 to 14-4-4,
Interior(1) 14-4-4 to 23-9-3 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C
for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=468,
F=468.
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
FAIRVIEW-FREEMONT FM
Truss
B3
Truss Type
Common
Qty
4
Ply
1
KARTCHNER FREMONT-FAIRVIEW FH
Job Reference (optional)
8.420 s Dec 1 2020 MiTek Industries, Inc. Thu Apr 29 16:37:20 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Mal0Hw1zlTRcVyigOH32jizouXb-maghc_t1Rx?ARGNyiCbwy0vIzpknxbx4Oy7HrAzLnlT
Scale = 1:38.5
T1 T2
B1
W1
W2
W1
W2
B2
A
B
C
D
E
F
H G
I
J K
L
M N O P Q
3x6
5x6
5x6
1.5x4
3x4
1.5x4
3x6
7-6-13
7-6-13
15-1-11
7-6-13
22-8-8
7-6-13
5-8-2
5-8-2
11-4-4
5-8-2
17-0-6
5-8-2
22-8-8
5-8-2
23-8-8
1-0-0
0-
4
-
1
5-
0
-
1
3
5-
5
-
9
0-
4
-
1
5.00 12
Plate Offsets (X,Y)-- [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
0.39
0.43
0.30
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.11
-0.18
0.06
0.16
(loc)
A-H
A-H
E
A-H
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 90 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 4-1-7 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-4-5 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)A=1096/0-3-8 (min. 0-1-8), E=1202/0-3-8 (min. 0-1-8)
Max Horz A=-75(LC 10)
Max UpliftA=-419(LC 12), E=-470(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD A-I=-2262/1115, B-I=-2162/1126, B-J=-1938/1075, C-J=-1836/1085, C-K=-1825/1103,
D-K=-1926/1093, D-L=-2169/1144, E-L=-2248/1131
BOT CHORD A-M=-975/2006, H-M=-975/2006, H-N=-571/1306, N-O=-571/1306, O-P=-571/1306,
G-P=-571/1306, G-Q=-976/1990, E-Q=-976/1990
WEBS C-G=-441/634, D-G=-496/224, C-H=-428/650, B-H=-505/227
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) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 11-4-4, Exterior(2R) 11-4-4 to 14-4-4,
Interior(1) 14-4-4 to 23-9-3 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C
for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) A=419,
E=470.
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
FAIRVIEW-FREEMONT FM
Truss
CJ1
Truss Type
Diagonal Hip Girder
Qty
3
Ply
1
KARTCHNER FREMONT-FAIRVIEW FH
Job Reference (optional)
8.420 s Dec 1 2020 MiTek Industries, Inc. Thu Apr 29 16:37:22 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Mal0Hw1zlTRcVyigOH32jizouXb-jyoR1guHzZFugaXKqdeO1R?aZcNPPTDMrGcOw3zLnlR
Scale = 1:23.7
T1
W1
B1
W3
W2
A
B
C
D E
H G
F
I J
3x4
5x6
3x6
3x4
2x4 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-
4
-
1
3-
7
-
1
3
4-
0
-
7
3.54 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
0.70
0.54
0.44
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.09
-0.11
0.02
0.06
(loc)
G-H
G-H
G
G-H
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 55 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Sheathed or 4-6-4 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt C-G
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)G=1005/Mechanical, B=988/0-7-6 (min. 0-1-8)
Max Horz B=134(LC 5)
Max UpliftG=-354(LC 8), B=-355(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-2011/652
BOT CHORD B-I=-615/1864, H-I=-615/1864, H-J=-615/1864, G-J=-615/1864
WEBS C-H=-289/609, C-G=-1864/657
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; porch 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=354,
B=355.
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) 45 lb down and 34 lb up at 2-9-8, 45
lb down and 34 lb up at 2-9-8, 122 lb down and 82 lb up at 5-7-7, 122 lb down and 82 lb up at 5-7-7, and 227 lb down and 121 lb up at
8-5-6, and 227 lb down and 121 lb up 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: H=-244(F=-122, B=-122) I=-90(F=-45, B=-45) J=-453(F=-227, B=-227)
Job
FAIRVIEW-FREEMONT FM
Truss
J1
Truss Type
JACK-CLOSED
Qty
20
Ply
1
KARTCHNER FREMONT-FAIRVIEW FH
Job Reference (optional)
8.420 s Dec 1 2020 MiTek Industries, Inc. Thu Apr 29 16:37:23 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Mal0Hw1zlTRcVyigOH32jizouXb-B8MpE0vwksNlIj6WOL9dafXkk0kP80LW4wMxSVzLnlQ
Scale = 1:22.2
T1
W1
B1
A
B
C
D
H
I
J K
1.5x4
1.5x4
3x6
8-0-0
8-0-0
-1-0-0
1-0-0
8-0-0
8-0-0
0-
4
-
1
3-
8
-
1
4-
0
-
1
3
5.00 12
Plate Offsets (X,Y)-- [B:0-3-0,0-1-8]
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-AS
0.74
0.49
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.22
-0.34
0.01
0.31
(loc)
D-G
D-G
B
D-G
l/defl
>431
>274
n/a
>305
L/d
360
240
n/a
240
PLATES
MT20
Weight: 28 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, except end verticals.
BOT CHORD Rigid ceiling directly applied.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)D=379/Mechanical, B=480/0-5-8 (min. 0-1-8)
Max Horz B=135(LC 11)
Max UpliftD=-149(LC 12), B=-188(LC 12)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD C-D=-290/237
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 7-10-4 zone; cantilever left and right
exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown;
Lumber DOL=1.33 plate grip DOL=1.33
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) D=149,
B=188.
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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
Job
FAIRVIEW-FREEMONT FM
Truss
J1A
Truss Type
Jack-Open
Qty
6
Ply
1
KARTCHNER FREMONT-FAIRVIEW FH
Job Reference (optional)
8.420 s Dec 1 2020 MiTek Industries, Inc. Thu Apr 29 16:37:25 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Mal0Hw1zlTRcVyigOH32jizouXb-7XTafhxAGUdTX1FvVmB5f4d7YqUCcwqpXEr2WNzLnlO
Scale = 1:16.5
T1
B1
A
B
E
C
F
D2x4
5-11-11
5-11-11
-1-0-0
1-0-0
5-11-11
5-11-11
0-
4
-
1
2-
9
-
1
5
3-
2
-
1
1
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
0.52
0.22
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.05
-0.09
-0.00
0.08
(loc)
B-D
B-D
C
B-D
l/defl
>999
>733
n/a
>822
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
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=399/0-5-8 (min. 0-1-8), D=40/Mechanical
Max Horz B=100(LC 12)
Max UpliftC=-78(LC 12), B=-147(LC 12), D=-39(LC 8)
Max GravC=226(LC 1), B=399(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) -1-0-11 to 1-11-5, Interior(1) 1-11-5 to 5-10-15 zone; cantilever left and right
exposed ; end vertical left and right exposed; porch 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, D except (jt=lb)
B=147.
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
FAIRVIEW-FREEMONT FM
Truss
J1B
Truss Type
Jack-Open
Qty
6
Ply
1
KARTCHNER FREMONT-FAIRVIEW FH
Job Reference (optional)
8.420 s Dec 1 2020 MiTek Industries, Inc. Thu Apr 29 16:37:26 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Mal0Hw1zlTRcVyigOH32jizouXb-bj1yt1yo1nlJ9Bq53TiKCH9OkEsWLN4ymuab3qzLnlN
Scale = 1:12.5
T1
B1
A
B
E
F
C
G D
2x4
3-11-11
3-11-11
-1-0-0
1-0-0
3-11-11
3-11-11
0-
4
-
1
1-
1
1
-
1
5
2-
4
-
1
1
1-
1
1
-
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
0.18
0.08
0.00
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wind(LL)
in
-0.01
-0.02
-0.00
0.01
(loc)
B-D
B-D
C
B-D
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 13 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BRACING-
TOP CHORD Sheathed or 3-11-11 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=136/Mechanical, B=307/0-5-8 (min. 0-1-8), D=26/Mechanical
Max Horz B=73(LC 12)
Max UpliftC=-46(LC 12), B=-118(LC 12), D=-25(LC 8)
Max GravC=136(LC 1), B=307(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) -1-0-11 to 1-11-5, Interior(1) 1-11-5 to 3-10-15 zone; cantilever left and right
exposed ; end vertical left and right exposed; porch 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, D except (jt=lb)
B=118.
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
FAIRVIEW-FREEMONT FM
Truss
J1C
Truss Type
Jack-Open
Qty
6
Ply
1
KARTCHNER FREMONT-FAIRVIEW FH
Job Reference (optional)
8.420 s Dec 1 2020 MiTek Industries, Inc. Thu Apr 29 16:37:28 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Mal0Hw1zlTRcVyigOH32jizouXb-X69iIjz2YP?1OV_UAuloHiFls1YzpHaFDC3i7izLnlL
Scale = 1:8.4
T1
B1
A
B
C
D2x4
1-11-11
1-11-11
-1-0-0
1-0-0
1-11-11
1-11-11
0-
4
-
1
1-
1
-
1
5
1-
6
-
1
1
1-
1
-
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
0.07
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
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 7 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E
BRACING-
TOP CHORD Sheathed or 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=54/Mechanical, B=213/0-5-8 (min. 0-1-8), D=13/Mechanical
Max Horz B=47(LC 12)
Max UpliftC=-14(LC 9), B=-89(LC 12), D=-13(LC 8)
Max GravC=54(LC 1), B=213(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;
porch 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, D.
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
FAIRVIEW-FREEMONT FM
Truss
LG1
Truss Type
GABLE
Qty
3
Ply
1
KARTCHNER FREMONT-FAIRVIEW FH
Job Reference (optional)
8.420 s Dec 1 2020 MiTek Industries, Inc. Thu Apr 29 16:37:29 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Mal0Hw1zlTRcVyigOH32jizouXb-0Ij4V3_gJi7u0eZgkbG1pwnulRurYi_OSspFg9zLnlK
Scale = 1:64.9
T2
EV1
B1
ST5
ST4
ST3T1
ST2
ST1
A
B
C
D
E
F
G
M L K J I H3x4
5x6
12-11-7
12-11-7
14
-
0
-
6
13.00 12
Plate Offsets (X,Y)-- [D: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
0.25
0.04
0.18
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.01
-0.01
0.00
(loc)
G
G
H
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 108 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 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except*
ST3,ST2,ST1: 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.
WEBS 1 Row at midpt F-I, E-J
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 12-11-7.
(lb) - Max Horz A=474(LC 12)
Max Uplift All uplift 100 lb or less at joint(s) J, L except A=-148(LC 10), I=-339(LC 12), K=-131(LC 12),
M=-147(LC 12)
Max Grav All reactions 250 lb or less at joint(s) H, J, K, L except A=455(LC 12), I=367(LC 17), M=293(LC 17)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD A-B=-664/612, B-C=-516/470, C-D=-421/377, D-E=-303/256, E-F=-288/209
WEBS F-I=-335/358, E-J=-270/82
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) 0-4-0 to 3-4-0, Interior(1) 3-4-0 to 12-11-7 zone; cantilever left and right
exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown;
Lumber DOL=1.33 plate grip DOL=1.33
2) All plates are 1.5x4 MT20 unless otherwise indicated.
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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) J, L except (jt=lb)
A=148, I=339, K=131, M=147.
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
FAIRVIEW-FREEMONT FM
Truss
LG1A
Truss Type
GABLE
Qty
1
Ply
1
KARTCHNER FREMONT-FAIRVIEW FH
Job Reference (optional)
8.420 s Dec 1 2020 MiTek Industries, Inc. Thu Apr 29 16:37:31 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Mal0Hw1zlTRcVyigOH32jizouXb-yhqrwl?xrKNcFyj3s0IVvLtD_Faj0bOhwAIMk1zLnlI
Scale = 1:74.9
T1
EV1
B1
B2
ST4
ST3
ST2ST1
A
B
C
D
E
F
L
K
J I H G
2x4
3x4
3-4-4
3-4-4
9-7-3
6-2-15
9-7-3
9-7-3
0-
5
-
3
14
-
0
-
6
3-
7
-
1
0
3-
7
-
1
0
13.00 12
13.00 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
0.27
0.02
0.19
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in
0.01
-0.01
-0.00
(loc)
F
F
L
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 93 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 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except*
ST2,ST1: 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, Except:
6-0-0 oc bracing: A-L.
WEBS 1 Row at midpt E-H, D-I
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 9-7-3.
(lb) - Max Horz A=369(LC 12)
Max Uplift All uplift 100 lb or less at joint(s) I except A=-181(LC 10), H=-340(LC 12), J=-139(LC 12), L=-217(LC
12)
Max Grav All reactions 250 lb or less at joint(s) G, K, I, J, L except A=491(LC 12), H=368(LC 17)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD A-B=-640/591, B-C=-430/398, C-D=-299/263, D-E=-288/220
WEBS E-H=-336/359, D-I=-277/78, B-L=-274/259
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) 0-4-12 to 3-7-3, Interior(1) 3-7-3 to 9-7-3 zone; cantilever left and right
exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown;
Lumber DOL=1.33 plate grip DOL=1.33
2) All plates are 1.5x4 MT20 unless otherwise indicated.
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) Bearing at joint(s) A 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 capable of withstanding 100 lb uplift at joint(s) I except (jt=lb) A=181,
H=340, J=139, L=217.
8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) A, L.
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