HomeMy WebLinkAboutALB43 Monticello Truss design (1)Re:
The seal on these drawings indicate acceptance of professional engineering responsibility solely for the
truss components shown. The suitability and use of this component for any particular building is the
responsibility of the building designer, per ANSI/TPI 1 Sec. 2.
The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision
based on the parameters provided by
thru T7970257T7970218
Velez, Joaquin
ROOF DESIGN INFO
Pages or sheets covered by this seal:
U.S. Housing.
R_JAC-150
My license renewal date for the state of Indiana is July 31, 2016.
Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3
These truss designs rely on lumber values established by others.
6904 Parke East Blvd.
Tampa, FL 33610-4115
MiTek USA, Inc.
February 2,2016
BC 8-6-12
8-6-12
7-6-0
6.656
TC 10615 4-1-10 8-6-12
HO 2-9-0 HO 7-6-0
3-(.148"x3") gun toenails
2-(.148"x3") gun toenails
A
2x4
B
1x4
C
2x4
D
3x4
E
1x4
W:401
R: 294
U: 210
ALL PLATES ARE MT2020
R_JAC-150 CJ1
Engineering
T7970218
Job Mark Quan
3
Type
MONO
Span
80612
P1-H1
6.656
Left OH
1- 6-15
Right OH
0
MONTICELLO
MiTekfi Online Plus APPROX. TRUSS WEIGHT: 78.0 LBS
Scale: 0.251" = 1’
Online Plus -- Version 30.0.043
RUN DATE: 29-JAN-16
Southern Pine lumber design
values are those effective
06-01-13 by SPIB//ALSC UON
CSI -Size- ----Lumber----
TC 0.40 2x 4 SP-#2
BC 0.74 2x 4 SP-#2
WB 0.23 2x 4 SP-#2
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 8- 6-12
or 48.0" 0- 0- 0 8- 6-12
BC Cont. 0- 0- 0 8- 6-12
or 102.8" 0- 0- 0 8- 6-12
psf-Ld Dead Live
TC 10.0 20.0
BC 10.0 0.0
TC+BC 20.0 20.0
Total 40.0 Spacing 24.0"
Lumber Duration Factor 1.15
Plate Duration Factor 1.15
TC Fb=1.00 Fc=1.00 Ft=1.00
BC Fb=1.00 Fc=1.00 Ft=1.00
Total Load Reactions (Lbs)
Jt Down Uplift Horiz-
A 294 210 U 345 R
C 250 124 U
B 177 119 U
Jt Brg Size Required
A 4.1" 1.5"
C 3.5" 1.5"
B 1.5" 1.5"
LC# 1 Girder & Snow Load
Dur Fctrs - Lbr 1.15 Plt 1.15
plf - Dead Live* From To
TC V 20 40 0.0’ 8.6’
BC V 20 0 0.0’ 8.6’
TC V -20 -40 0.0’
16 32 8.6’
BC V -20 0 0.0’
16 0 8.6’
Plus 5 Wind Load Case(s)
Plus 1 LL Load Case(s)
Plus 1 DL Load Case(s)
Membr CSI P Lbs Axl-CSI-Bnd
----------Top Chords----------
E -D 0.35 53 T 0.01 0.34
D -B 0.40 251 T 0.00 0.40
--------Bottom Chords---------
A -C 0.74 136 T 0.00 0.74
-------------Webs-------------
A -E 0.04 104 C WindLd
A -D 0.11 209 T
D -C 0.12 250 T
C -B 0.23 0 T WindLd
TL Defl -0.50" in A -C L/189
LL Defl -0.25" in A -C L/379
Shear // Grain in D -B 0.21
Plates for each ply each face.
Plate - MT20 20 Ga, Gross Area
Plate - MT2H 20 Ga, Gross Area
Jt Type Plt Size X Y JSI
E MT20 1.0x 4.0 Ctr Ctr 0.25
D MT20 3.0x 4.0 Ctr Ctr 0.18
B MT20 1.0x 4.0 Ctr Ctr 0.25
A MT20 2.0x 4.0 Ctr Ctr 0.25
C MT20 2.0x 4.0 Ctr Ctr 0.25
REVIEWED BY:
MiTek USA, Inc.
6904 Parke East Blvd.
Tampa, FL 33610
REFER TO ONLINE PLUS GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
For proper installation of
toe-nails, refer to the 2005
National Design Specification
(NDS) for Wood Construction
NOTES:
Trusses Manufactured by:
U.S. Housing Components
Analysis Conforms To:
IBC/IRC2006
TPI 2002
Girder King Jack
Loading TC and BC
Setback 6- 3-13
OH Loading
Soffit psf 2.0
Design checked for 10 psf non-
concurrent LL on BC.
Use properly rated hangers for
loads framing into girder
truss.
Wind Loads - ANSI / ASCE 7-05
Truss is designed as a Main
Wind-Force Resistance System.
Wind Speed: 115 mph
Mean Roof Height: 25-0
Exposure Category: B
Occupancy Factor : 1.15
Building Type: Enclosed
Zone location: Exterior
TC Dead Load : 6.0 psf
BC Dead Load : 6.0 psf
Roof Snow Load per ASCE 7-05
Ground Snow Load = 20.0 psf
Rain Load = 0.0 psf
Importance Factor 1.00
Thermal Factor 1.00
Exposure Factor 1.20
Balanced Load Factor 0.84
Unbal cases not req’d
Par-to-ridge not req’d
Max comp. force 182 Lbs
Max tens. force 251 Lbs
Quality Control Factor 1.25
This truss is designed for a
creep factor of 1.5 which
is used to calculate total
load deflection.
Online Plus ' Copyright MiTekfi 1996-2015 Version 30.0.043 Engineering - Portrait 1/29/2016 2:58:28 PM Page 1 February 2,2016
BC 8-6-13
8-6-13
5-11-8
5-8-12
6.656
TC 1-6-15 3-10-1 8-6-13
HO 11-12 HO 5-8-12
3-(.148"x3") gun toenails
2-(.148"x3") gun toenails
B
1x4
C
2x4
D
3x4
E
1x4
F
2x4
W:401
R: 294
U: 145
ALL PLATES ARE MT2020
R_JAC-150 CJ2
Engineering
T7970219
Job Mark Quan
2
Type
MONO
Span
80613
P1-H1
6.656
Left OH
1- 6-15
Right OH
0
MONTICELLO
MiTekfi Online Plus APPROX. TRUSS WEIGHT: 66.9 LBS
Scale: 0.311" = 1’
Online Plus -- Version 30.0.043
RUN DATE: 29-JAN-16
Southern Pine lumber design
values are those effective
06-01-13 by SPIB//ALSC UON
CSI -Size- ----Lumber----
TC 0.46 2x 4 SP-#2
BC 0.75 2x 4 SP-#2
WB 0.12 2x 4 SP-#2
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 8- 6-13
or 48.0" 0- 0- 0 8- 6-13
BC Cont. 0- 0- 0 8- 6-13
or 102.8" 0- 0- 0 8- 6-13
psf-Ld Dead Live
TC 10.0 20.0
BC 10.0 0.0
TC+BC 20.0 20.0
Total 40.0 Spacing 24.0"
Lumber Duration Factor 1.15
Plate Duration Factor 1.15
TC Fb=1.00 Fc=1.00 Ft=1.00
BC Fb=1.00 Fc=1.00 Ft=1.00
Total Load Reactions (Lbs)
Jt Down Uplift Horiz-
F 295 145 U 259 R
C 247 79 U
B 188 146 U
Jt Brg Size Required
F 4.1" 1.5"
C 3.5" 1.5"
B 1.5" 1.5"
LC# 1 Girder & Snow Load
Dur Fctrs - Lbr 1.15 Plt 1.15
plf - Dead Live* From To
TC V 20 40 0.0’ 8.6’
BC V 20 0 0.0’ 8.6’
TC V -20 -40 0.0’
16 32 8.6’
BC V -20 0 0.0’
16 0 8.6’
Plus 5 Wind Load Case(s)
Plus 1 LL Load Case(s)
Plus 1 DL Load Case(s)
Membr CSI P Lbs Axl-CSI-Bnd
----------Top Chords----------
E -D 0.38 21 T 0.01 0.37
D -B 0.46 171 T 0.00 0.46
--------Bottom Chords---------
F -C 0.75 197 T 0.01 0.74
-------------Webs-------------
F -E 0.01 94 C WindLd
F -D 0.09 248 C
D -C 0.12 270 T
C -B 0.12 0 T WindLd
TL Defl -0.50" in F -C L/189
LL Defl -0.25" in F -C L/378
Shear // Grain in D -B 0.22
Plates for each ply each face.
Plate - MT20 20 Ga, Gross Area
Plate - MT2H 20 Ga, Gross Area
Jt Type Plt Size X Y JSI
E MT20 1.0x 4.0 Ctr Ctr 0.25
D MT20 3.0x 4.0-0.4-0.3 0.36
B MT20 1.0x 4.0 Ctr Ctr 0.25
F MT20 2.0x 4.0 Ctr Ctr 0.25
C MT20 2.0x 4.0 Ctr Ctr 0.25
REVIEWED BY:
MiTek USA, Inc.
6904 Parke East Blvd.
Tampa, FL 33610
REFER TO ONLINE PLUS GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
For proper installation of
toe-nails, refer to the 2005
National Design Specification
(NDS) for Wood Construction
NOTES:
Trusses Manufactured by:
U.S. Housing Components
Analysis Conforms To:
IBC/IRC2006
TPI 2002
Girder King Jack
Loading TC and BC
Setback 6- 3-13
OH Loading
Soffit psf 2.0
Design checked for 10 psf non-
concurrent LL on BC.
Use properly rated hangers for
loads framing into girder
truss.
Wind Loads - ANSI / ASCE 7-05
Truss is designed as a Main
Wind-Force Resistance System.
Wind Speed: 115 mph
Mean Roof Height: 25-0
Exposure Category: B
Occupancy Factor : 1.15
Building Type: Enclosed
Zone location: Exterior
TC Dead Load : 6.0 psf
BC Dead Load : 6.0 psf
Roof Snow Load per ASCE 7-05
Ground Snow Load = 20.0 psf
Rain Load = 0.0 psf
Importance Factor 1.00
Thermal Factor 1.00
Exposure Factor 1.20
Balanced Load Factor 0.84
Unbal cases not req’d
Par-to-ridge not req’d
Max comp. force 248 Lbs
Max tens. force 270 Lbs
Quality Control Factor 1.25
This truss is designed for a
creep factor of 1.5 which
is used to calculate total
load deflection.
Online Plus ' Copyright MiTekfi 1996-2015 Version 30.0.043 Engineering - Portrait 1/29/2016 2:58:31 PM Page 1 February 2,2016
BC 3-5-0
3-5-0
5-0-2
6.656
TC 1-6-15 3-5-0
HO 3-1-6 HO 5-0-2
2-(.148"x3") gun toenailsA
1x4
B
1x4
C
2x4
D
2x4
W:401
R: 242
U: 102
ALL PLATES ARE MT2020
R_JAC-150 CJ5
Engineering
T7970220
Job Mark Quan
2
Type
SP
Span
30500
P1-H1
6.656
Left OH
1- 6-15
Right OH
0
MONTICELLO
MiTekfi Online Plus APPROX. TRUSS WEIGHT: 38.2 LBS
Scale: 0.370" = 1’
Online Plus -- Version 30.0.043
RUN DATE: 29-JAN-16
Southern Pine lumber design
values are those effective
06-01-13 by SPIB//ALSC UON
CSI -Size- ----Lumber----
TC 0.17 2x 4 SP-#2
BC 0.10 2x 4 SP-#2
WB 0.10 2x 4 SP-#2
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 3- 5- 0
or 41.0" 0- 0- 0 3- 5- 0
BC Cont. 0- 0- 0 3- 5- 0
or 41.0" 0- 0- 0 3- 5- 0
psf-Ld Dead Live
TC 10.0 20.0
BC 10.0 0.0
TC+BC 20.0 20.0
Total 40.0 Spacing 24.0"
Lumber Duration Factor 1.15
Plate Duration Factor 1.15
TC Fb=1.15 Fc=1.10 Ft=1.10
BC Fb=1.10 Fc=1.10 Ft=1.10
Total Load Reactions (Lbs)
Jt Down Uplift Horiz-
A 242 102 U 229 R
C 177 179 U
Jt Brg Size Required
A 4.1" 1.5"
C 3.5" 1.5"
Plus 5 Wind Load Case(s)
Plus 1 LL Load Case(s)
Plus 1 DL Load Case(s)
Membr CSI P Lbs Axl-CSI-Bnd
----------Top Chords----------
D -B 0.17 85 C 0.00 0.17
--------Bottom Chords---------
A -C 0.10 124 T 0.00 0.10
-------------Webs-------------
A -D 0.06 208 C WindLd
D -C 0.04 190 T
C -B 0.10 97 C WindLd
TL Defl -0.01" in A -C L/999
LL Defl -0.01" in A -C L/999
Shear // Grain in D -B 0.12
Plates for each ply each face.
Plate - MT20 20 Ga, Gross Area
Plate - MT2H 20 Ga, Gross Area
Jt Type Plt Size X Y JSI
D MT20 2.0x 4.0 Ctr Ctr 0.29
B MT20 1.0x 4.0 Ctr Ctr 0.25
A MT20 1.0x 4.0 Ctr Ctr 0.25
C MT20 2.0x 4.0 Ctr Ctr 0.25
REVIEWED BY:
MiTek USA, Inc.
6904 Parke East Blvd.
Tampa, FL 33610
REFER TO ONLINE PLUS GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
For proper installation of
toe-nails, refer to the 2005
National Design Specification
(NDS) for Wood Construction
NOTES:
Trusses Manufactured by:
U.S. Housing Components
Analysis Conforms To:
IBC/IRC2006
TPI 2002
OH Loading
Soffit psf 2.0
This truss has been designed
for 20.0 psf LL on the B.C.
in areas where a rectangle
3- 6- 0 tall by
2- 0- 0 wide
will fit between the B.C.
and any other member.
Design checked for 10 psf non-
concurrent LL on BC.
Wind Loads - ANSI / ASCE 7-05
Truss is designed as a Main
Wind-Force Resistance System.
Wind Speed: 115 mph
Mean Roof Height: 25-0
Exposure Category: B
Occupancy Factor : 1.15
Building Type: Enclosed
Zone location: Exterior
TC Dead Load : 6.0 psf
BC Dead Load : 6.0 psf
Roof Snow Load per ASCE 7-05
Ground Snow Load = 20.0 psf
Rain Load = 0.0 psf
Importance Factor 1.00
Thermal Factor 1.00
Exposure Factor 1.20
Balanced Load Factor 0.84
Unbal cases not req’d
Par-to-ridge not req’d
Max comp. force 208 Lbs
Max tens. force 190 Lbs
Quality Control Factor 1.25
This truss is designed for a
creep factor of 1.5 which
is used to calculate total
load deflection.
Online Plus ' Copyright MiTekfi 1996-2015 Version 30.0.043 Engineering - Portrait 1/29/2016 2:58:34 PM Page 1 February 2,2016
BC 7-8-14
7-8-14
7-6-15
8
TC 10087-8-14
HO 2-5-0 HO 7-6-15
3-(.148"x3") gun toenailsA
1x4
B
1x4
C
2x4
D
2x4
W:308
R: 368
U: 75
ALL PLATES ARE MT2020
R_JAC-150 J5
Engineering
T7970221
Job Mark Quan
1
Type
MONO
Span
70814
P1-H1
8
Left OH
10- 8
Right OH
0
MONTICELLO
MiTekfi Online Plus APPROX. TRUSS WEIGHT: 58.7 LBS
Scale: 0.261" = 1’
Online Plus -- Version 30.0.043
RUN DATE: 29-JAN-16
Southern Pine lumber design
values are those effective
06-01-13 by SPIB//ALSC UON
CSI -Size- ----Lumber----
TC 0.67 2x 4 SP-1850f-1.7E
BC 0.60 2x 4 SP-#2
WB 0.83 2x 3 SP-#3
-- 0.08 2x 4 SP-#3
A -D
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 7- 8-14
or 48.0" 0- 0- 0 7- 8-14
BC Cont. 0- 0- 0 7- 8-14
or 92.9" 0- 0- 0 7- 8-14
psf-Ld Dead Live
TC 10.0 20.0
BC 10.0 0.0
TC+BC 20.0 20.0
Total 40.0 Spacing 24.0"
Lumber Duration Factor 1.15
Plate Duration Factor 1.15
TC Fb=1.15 Fc=1.10 Ft=1.10
BC Fb=1.10 Fc=1.10 Ft=1.10
Total Load Reactions (Lbs)
Jt Down Uplift Horiz-
A 368 76 U 366 R
C 307 205 U
Jt Brg Size Required
A 3.5" 1.5"
C 1.5" 1.5"
Plus 5 Wind Load Case(s)
Plus 1 LL Load Case(s)
Plus 1 DL Load Case(s)
Membr CSI P Lbs Axl-CSI-Bnd
----------Top Chords----------
D -B 0.67 183 C 0.00 0.67
--------Bottom Chords---------
A -C 0.60 191 T 0.00 0.60
-------------Webs-------------
A -D 0.08 290 C WindLd
D -C 0.26 268 T
C -B 0.83 229 C WindLd
TL Defl -0.38" in A -C L/233
LL Defl -0.19" in A -C L/466
Shear // Grain in D -B 0.26
Plates for each ply each face.
Plate - MT20 20 Ga, Gross Area
Plate - MT2H 20 Ga, Gross Area
Jt Type Plt Size X Y JSI
D MT20 2.0x 4.0 Ctr Ctr 0.30
B MT20 1.0x 4.0 Ctr Ctr 0.25
A MT20 1.0x 4.0 Ctr Ctr 0.30
C MT20 2.0x 4.0 Ctr Ctr 0.25
REVIEWED BY:
MiTek USA, Inc.
6904 Parke East Blvd.
Tampa, FL 33610
REFER TO ONLINE PLUS GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
For proper installation of
toe-nails, refer to the 2005
National Design Specification
(NDS) for Wood Construction
NOTES:
Trusses Manufactured by:
U.S. Housing Components
Analysis Conforms To:
IBC/IRC2006
TPI 2002
OH Loading
Soffit psf 2.0
This truss has been designed
for 20.0 psf LL on the B.C.
in areas where a rectangle
3- 6- 0 tall by
2- 0- 0 wide
will fit between the B.C.
and any other member.
Design checked for 10 psf non-
concurrent LL on BC.
Wind Loads - ANSI / ASCE 7-05
Truss is designed as a Main
Wind-Force Resistance System.
Wind Speed: 115 mph
Mean Roof Height: 25-0
Exposure Category: B
Occupancy Factor : 1.15
Building Type: Enclosed
Zone location: Exterior
TC Dead Load : 6.0 psf
BC Dead Load : 6.0 psf
Roof Snow Load per ASCE 7-05
Ground Snow Load = 20.0 psf
Rain Load = 0.0 psf
Importance Factor 1.00
Thermal Factor 1.00
Exposure Factor 1.20
Balanced Load Factor 0.76
Unbal cases not req’d
Par-to-ridge not req’d
Max comp. force 290 Lbs
Max tens. force 268 Lbs
Quality Control Factor 1.25
This truss is designed for a
creep factor of 1.5 which
is used to calculate total
load deflection.
Online Plus ' Copyright MiTekfi 1996-2015 Version 30.0.043 Engineering - Portrait 1/29/2016 2:58:37 PM Page 1 February 2,2016
BC 7-9-6 13-1-11 18-7-12 24-1-13 29-6-2 37-3-8
37-3-8
7-7-4
7-5-2
8
TC 100810083-10-11 7-9-6 13-1-11 18-7-12 24-1-13 29-6-2 33-4-13 37-3-8
HO 2-5-0 HO 2-5-0
A
6x6
B
5x5
C
5x5
D
6x6
E
5x6G
5x6
H
3x8
K
3x7
L
2x4
M
2x4
N
4x6
O
4x7
P
4x6
Q
3x5
R
2x4
S
3x5
S1
5x6
S2
3x6
S3
5x6W:308
R:3140
U:1211
W:308
R:2874
U:1102
ALL PLATES ARE MT2020
R_JAC-150 R1
Engineering
T7970222
Job Mark Quan
1
Type
SHPS
Span
370308
P1-H1
8
Left OH
10- 8
Right OH
10- 8
MONTICELLO
MiTekfi Online Plus APPROX. TRUSS WEIGHT: 394.0 LBS
Scale: 0.161" = 1’
Online Plus -- Version 30.0.043
RUN DATE: 29-JAN-16
Southern Pine lumber design
values are those effective
06-01-13 by SPIB//ALSC UON
CSI -Size- ----Lumber----
TC 0.98 2x 4 SP-#2
-- 0.57 2x 4 SP-1850f-1.7E
B -S2
BC 0.83 2x 8 SP-#2
WB 0.91 2x 4 SP-#2
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 37- 3- 8
BC Cont. 0- 0- 0 37- 3- 8
or 84.0" 0- 0- 0 37- 3- 8
One Continuous Lateral Brace
A -H K -D
Attach CLB with (2)-10d nails
at each web.
psf-Ld Dead Live
TC 10.0 20.0
BC 10.0 0.0
TC+BC 20.0 20.0
Total 40.0 Spacing 24.0"
Lumber Duration Factor 1.15
Plate Duration Factor 1.15
TC Fb=1.00 Fc=1.00 Ft=1.00
BC Fb=1.00 Fc=1.00 Ft=1.00
Total Load Reactions (Lbs)
Jt Down Uplift Horiz-
A 3141 1211 U 244 R
D 2874 1103 U 244 R
Jt Brg Size Required
A 3.5" 3.7" **
D 3.5" 3.4"
LC# 1 BCLS & Snow Load
Dur Fctrs - Lbr 1.15 Plt 1.15
plf - Dead Live* From To
TC V 20 40 0.0’ 37.3’
BC V 20 0 0.0’ 37.3’
BC V 39 39 7.7’ 16.7’
BC V 29 29 16.7’ 29.5’
BC V 0 40 7.8’ 10.0’
BC V 0 40 13.3’ 15.5’
BC V 0 40 21.8’ 24.0’
BC V 0 40 27.3’ 29.5’
BC V 200 200 29.5’ CL-LB
BC V 371 371 7.7’ CL-LB
Plus 6 Wind Load Case(s)
Plus 8 Unbalanced Load Cases
Plus 1 LL Load Case(s)
Plus 1 DL Load Case(s)
Membr CSI P Lbs Axl-CSI-Bnd
----------Top Chords----------
L -H 0.32 114 T 0.00 0.32
H -B 0.70 3575 C 0.19 0.51
B -Q 0.57 4066 C 0.16 0.41
Q -S2 0.52 4239 C 0.13 0.39
S2-R 0.62 4239 C 0.37 0.25
R -S 0.87 4239 C 0.23 0.64
S -C 0.98 3871 C 0.27 0.71
C -K 0.61 3235 C 0.16 0.45
K -M 0.31 114 T 0.00 0.31
--------Bottom Chords---------
A -G 0.42 2403 T 0.34 0.08
G -S1 0.64 2984 T 0.43 0.21
S1-P 0.67 2984 T 0.43 0.24
P -O 0.83 4066 T 0.59 0.24
O -N 0.74 3871 T 0.56 0.18
N -S3 0.57 2703 T 0.39 0.18
S3-E 0.56 2703 T 0.39 0.17
E -D 0.39 2185 T 0.30 0.09
-------------Webs-------------
A -L 0.05 188 C WindLd
A -H 0.66 3770 C 1 Br
H -G 0.24 1017 T
G -B 0.13 552 T
B -P 0.84 1743 T
P -Q 0.55 677 C
Q -O 0.14 312 T
O -R 0.25 312 C
O -S 0.31 626 T
N -S 0.74 915 C
N -C 0.91 1882 T
E -C 0.06 252 T
E -K 0.22 912 T
K -D 0.60 3427 C 1 Br
D -M 0.03 186 C WindLd
TL Defl -0.43" in P -O L/999
LL Defl -0.19" in P -O L/999
Shear // Grain in B -Q 0.36
Plates for each ply each face.
Plate - MT20 20 Ga, Gross Area
Plate - MT2H 20 Ga, Gross Area
Jt Type Plt Size X Y JSI
L MT20 2.0x 4.0 Ctr Ctr 0.24
H MT20 3.0x 8.0-1.0-0.7 0.87
B MT20 5.0x 5.0 Ctr-0.4 0.96
Q MT20 3.0x 5.0 Ctr Ctr 0.26
S2 MT20 3.0x 6.0 Ctr Ctr 0.58
R MT20 2.0x 4.0 Ctr Ctr 0.29
S MT20 3.0x 5.0 Ctr Ctr 0.34
C MT20 5.0x 5.0-0.5-0.4 0.93
K MT20 3.0x 7.0 1.2-0.8 0.84
M MT20 2.0x 4.0 Ctr Ctr 0.24
A MT20 6.0x 6.0 Ctr Ctr 0.84
G MT20 5.0x 6.0 Ctr-1.1 0.53
S1 MT20 5.0x 6.0 Ctr Ctr 0.63
P MT20 4.0x 6.0 Ctr Ctr 0.63
O MT20 4.0x 7.0 Ctr Ctr 0.37
N MT20 4.0x 6.0 Ctr Ctr 0.68
S3 MT20 5.0x 6.0 Ctr Ctr 0.57
E MT20 5.0x 6.0 Ctr-1.1 0.48
D MT20 6.0x 6.0 Ctr Ctr 0.77
REVIEWED BY:
MiTek USA, Inc.
6904 Parke East Blvd.
Tampa, FL 33610
REFER TO ONLINE PLUS GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by:
U.S. Housing Components
Analysis Conforms To:
IBC/IRC2006
TPI 2002
OH Loading
Soffit psf 2.0
This truss has been designed
for 20.0 psf LL on the B.C.
in areas where a rectangle
3- 6- 0 tall by
2- 0- 0 wide
will fit between the B.C.
and any other member.
Design checked for 10 psf non-
concurrent LL on BC.
Wind Loads - ANSI / ASCE 7-05
Truss is designed as a Main
Wind-Force Resistance System.
Wind Speed: 115 mph
Mean Roof Height: 25-0
Exposure Category: B
Occupancy Factor : 1.15
Building Type: Enclosed
Zone location: Exterior
TC Dead Load : 6.0 psf
BC Dead Load : 6.0 psf
Roof Snow Load per ASCE 7-05
Ground Snow Load = 20.0 psf
Rain Load = 0.0 psf
Importance Factor 1.00
Thermal Factor 1.00
Exposure Factor 1.20
Balanced Load Factor 0.84
Unbal snow loads checked
Upwnd ridge dist = 25.0 ft
Max comp. force 4239 Lbs
Max tens. force 4066 Lbs
Quality Control Factor 1.25
This truss is designed for a
creep factor of 1.5 which
is used to calculate total
load deflection.
Online Plus ' Copyright MiTekfi 1996-2015 Version 30.0.043 Engineering - Portrait 1/29/2016 2:58:41 PM Page 1 February 2,2016
BC 8-0-14 12-7-10 19-7-12 26-7-14 37-3-8
37-3-8
9-7-4
9-5-2
8
8
8
TC 100810088-2-10 10021012-9-6 19-7-12 26-6-2 31-9-1 37-3-8
HO 2-5-0 HO 2-5-0
A
2x4
B
5x5
C
5x8
D
5x5
E
5x5
F
4x5
M
4x5
N
2x4
O
3x5
P
4x7
Q
3x5
R
4x7
S
2x4
T
3x5
S1
3x6
S2
4x5
W:308
R:1713
U: 635
W:308
R:1822
U: 635
ALL PLATES ARE MT2020
R_JAC-150 R2
Engineering
T7970223
Job Mark Quan
1
Type
SP
Span
370308
P1-H1
8
Left OH
10- 8
Right OH
10- 8
MONTICELLO
MiTekfi Online Plus APPROX. TRUSS WEIGHT: 339.4 LBS
Scale: 0.161" = 1’
Online Plus -- Version 30.0.043
RUN DATE: 29-JAN-16
Southern Pine lumber design
values are those effective
06-01-13 by SPIB//ALSC UON
CSI -Size- ----Lumber----
TC 0.92 2x 4 SP-1850f-1.7E
-- 0.61 2x 4 SP-#2
B -C C -D E -N
BC 0.84 2x 4 SP-1850f-1.7E
-- 0.79 2x 4 SP-#2
A -S1 S1-S2
WB 1.00 2x 4 SP-#3
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 37- 3- 8
BC Cont. 0- 0- 0 37- 3- 8
or 102.0" 0- 0- 0 37- 3- 8
One Continuous Lateral Brace
P -S T -F
Attach CLB with (2)-10d nails
at each web.
psf-Ld Dead Live
TC 10.0 20.0
BC 10.0 0.0
TC+BC 20.0 20.0
Total 40.0 Spacing 24.0"
Lumber Duration Factor 1.15
Plate Duration Factor 1.15
TC Fb=1.15 Fc=1.10 Ft=1.10
BC Fb=1.10 Fc=1.10 Ft=1.10
Total Load Reactions (Lbs)
Jt Down Uplift Horiz-
A 1713 636 U 314 R
F 1823 636 U 313 R
Jt Brg Size Required
A 3.5" 2.0"
F 3.5" 2.2"
Plus 6 Wind Load Case(s)
Plus 8 Unbalanced Load Cases
Plus 1 LL Load Case(s)
Plus 1 BC LL Load Case(s)
Plus 1 DL Load Case(s)
Membr CSI P Lbs Axl-CSI-Bnd
----------Top Chords----------
M -B 0.92 1733 C 0.05 0.87
B -C 0.57 1455 C 0.14 0.43
C -D 0.52 1898 C 0.03 0.49
D -S 0.72 1875 C 0.02 0.70
S -E 0.72 1875 C 0.02 0.70
E -T 0.61 1815 C 0.14 0.47
T -N 0.50 146 T 0.03 0.47
--------Bottom Chords---------
A -R 0.46 273 T 0.00 0.46
R -S1 0.63 1672 T 0.18 0.45
S1-Q 0.72 1672 T 0.37 0.35
Q -P 0.79 1594 T 0.35 0.44
P -S2 0.74 1508 T 0.33 0.41
S2-O 0.84 1508 T 0.19 0.65
O -F 0.82 1386 T 0.17 0.65
-------------Webs-------------
A -M 0.35 1642 C WindLd
M -R 0.62 1510 T
R -B 0.24 585 T
R -C 1.00 882 C
C -Q 0.36 304 C
Q -D 0.28 522 T
D -P 0.36 459 T
P -S 0.29 660 C 1 Br
P -E 0.56 620 T
O -E 0.14 355 T
O -T 0.13 322 T
T -F 0.72 2033 C 1 Br
F -N 0.07 211 T WindLd
TL Defl -0.75" in O -F L/586
LL Defl -0.36" in O -F L/999
Shear // Grain in D -S 0.47
Plates for each ply each face.
Plate - MT20 20 Ga, Gross Area
Plate - MT2H 20 Ga, Gross Area
Jt Type Plt Size X Y JSI
M MT20 4.0x 5.0 Ctr Ctr 0.66
B MT20 5.0x 5.0 Ctr-0.4 0.46
C MT20 5.0x 8.0 1.4-2.1 0.67
D MT20 5.0x 5.0 Ctr-0.4 0.46
S MT20 2.0x 4.0 Ctr Ctr 0.29
E MT20 5.0x 5.0 Ctr-0.4 0.46
T MT20 3.0x 5.0 0.8-0.6 0.84
N MT20 2.0x 4.0 Ctr Ctr 0.25
A MT20 2.0x 4.0 Ctr Ctr 0.50
R MT20 4.0x 7.0-0.5 Ctr 0.95
S1 MT20 3.0x 6.0 Ctr Ctr 0.63
Q MT20 3.0x 5.0 Ctr Ctr 0.32
P MT20 4.0x 7.0 Ctr Ctr 0.36
S2 MT20 4.0x 5.0 Ctr 0.2 0.60
O MT20 3.0x 5.0 Ctr Ctr 0.26
F MT20 4.0x 5.0 Ctr Ctr 0.64
REVIEWED BY:
MiTek USA, Inc.
6904 Parke East Blvd.
Tampa, FL 33610
REFER TO ONLINE PLUS GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by:
U.S. Housing Components
Analysis Conforms To:
IBC/IRC2006
TPI 2002
OH Loading
Soffit psf 2.0
This truss has been designed
for 20.0 psf LL on the B.C.
in areas where a rectangle
3- 6- 0 tall by
2- 0- 0 wide
will fit between the B.C.
and any other member.
Design checked for 10 psf non-
concurrent LL on BC.
Wind Loads - ANSI / ASCE 7-05
Truss is designed as a Main
Wind-Force Resistance System.
Wind Speed: 115 mph
Mean Roof Height: 25-0
Exposure Category: B
Occupancy Factor : 1.15
Building Type: Enclosed
Zone location: Exterior
TC Dead Load : 6.0 psf
BC Dead Load : 6.0 psf
Roof Snow Load per ASCE 7-05
Ground Snow Load = 20.0 psf
Rain Load = 0.0 psf
Importance Factor 1.00
Thermal Factor 1.00
Exposure Factor 1.20
Balanced Load Factor 0.84
Unbal snow loads checked
Upwnd ridge dist = 25.0 ft
Max comp. force 2033 Lbs
Max tens. force 1672 Lbs
Quality Control Factor 1.25
This truss is designed for a
creep factor of 1.5 which
is used to calculate total
load deflection.
Online Plus ' Copyright MiTekfi 1996-2015 Version 30.0.043 Engineering - Portrait 1/29/2016 2:58:45 PM Page 1 February 2,2016
BC 5-0-14
7040615-7-10 23-7-14 30-4-13 37-3-8
37-3-8
11-7-4
11-5-2
8
8 8
TC 100810085-2-10 7021015-9-6 23-6-2 30-4-13 37-3-8
HO 2-5-0 HO 2-5-0
A
2x4
B
5x5
C
5x8
D
5x5
E
5x5
F
2x4
L
4x5
M
4x5
N
3x5
O
4x7
P
3x5
Q
3x5
R
3x5
S
3x5
S1
3x6 S2
3x6
S3
3x6
W:308
R:1835
U: 635
W:308
R:1756
U: 635
ALL PLATES ARE MT2020
R_JAC-150 R3
Engineering
T7970224
Job Mark Quan
1
Type
SP
Span
370308
P1-H1
8
Left OH
10- 8
Right OH
10- 8
MONTICELLO
MiTekfi Online Plus APPROX. TRUSS WEIGHT: 331.1 LBS
Scale: 0.144" = 1’
Online Plus -- Version 30.0.043
RUN DATE: 29-JAN-16
Southern Pine lumber design
values are those effective
06-01-13 by SPIB//ALSC UON
CSI -Size- ----Lumber----
TC 0.94 2x 4 SP-#2
-- 0.83 2x 4 SP-1850f-1.7E
C -D D -E
BC 0.70 2x 4 SP-#2
-- 0.65 2x 4 SP-1850f-1.7E
S1-S2
WB 0.64 2x 4 SP-#3
-- 0.22 2x 4 SP-#2
D -O
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 37- 3- 8
or 24.0" 0- 0- 0 37- 3- 8
BC Cont. 0- 0- 0 37- 3- 8
or 90.0" 0- 0- 0 37- 3- 8
One Continuous Lateral Brace
C -P D -O O -S
Attach CLB with (2)-10d nails
at each web.
psf-Ld Dead Live
TC 10.0 20.0
BC 10.0 0.0
TC+BC 20.0 20.0
Total 40.0 Spacing 24.0"
Lumber Duration Factor 1.15
Plate Duration Factor 1.15
TC Fb=1.15 Fc=1.10 Ft=1.10
BC Fb=1.10 Fc=1.10 Ft=1.10
Total Load Reactions (Lbs)
Jt Down Uplift Horiz-
A 1835 636 U 378 R
F 1757 636 U 379 R
Jt Brg Size Required
A 3.5" 2.2"
F 3.5" 2.1"
Plus 6 Wind Load Case(s)
Plus 8 Unbalanced Load Cases
Plus 1 LL Load Case(s)
Plus 1 BC LL Load Case(s)
Plus 1 DL Load Case(s)
Membr CSI P Lbs Axl-CSI-Bnd
----------Top Chords----------
L -B 0.55 1650 C 0.04 0.51
B -C 0.64 1865 C 0.02 0.62
C -D 0.74 1755 C 0.06 0.68
D -E 0.83 1373 C 0.01 0.82
E -S3 0.73 1620 C 0.07 0.66
S3-S 0.94 1730 C 0.15 0.79
S -M 0.92 1764 C 0.13 0.79
--------Bottom Chords---------
A -R 0.19 337 T 0.00 0.19
R -Q 0.58 1394 T 0.30 0.28
Q -S1 0.70 1880 T 0.41 0.29
S1-P 0.65 1880 T 0.24 0.41
P -O 0.59 1460 T 0.18 0.41
O -S2 0.52 1485 T 0.19 0.33
S2-N 0.62 1485 T 0.33 0.29
N -F 0.38 337 T 0.00 0.38
-------------Webs-------------
A -L 0.38 1789 C WindLd
L -R 0.62 1515 T
R -B 0.34 567 C
B -Q 0.50 1216 T
Q -C 0.59 919 C
C -P 0.28 537 C 1 Br
P -D 0.26 641 T
D -O 0.22 268 C 1 Br
O -E 0.35 517 T
O -S 0.09 267 T 1 Br
N -S 0.23 260 C
N -M 0.64 1562 T
F -M 0.36 1702 C WindLd
TL Defl -0.36" in Q -P L/999
LL Defl -0.18" in P -O L/999
Shear // Grain in D -E 0.43
Plates for each ply each face.
Plate - MT20 20 Ga, Gross Area
Plate - MT2H 20 Ga, Gross Area
Jt Type Plt Size X Y JSI
L MT20 4.0x 5.0 Ctr Ctr 0.70
B MT20 5.0x 5.0 Ctr-0.4 0.80
C MT20 5.0x 8.0 1.4-2.1 0.67
D MT20 5.0x 5.0 Ctr-0.4 0.46
E MT20 5.0x 5.0 Ctr-0.4 0.46
S3 MT20 3.0x 6.0 Ctr Ctr 0.39
S MT20 3.0x 5.0 Ctr Ctr 0.30
M MT20 4.0x 5.0 Ctr Ctr 0.81
A MT20 2.0x 4.0 Ctr Ctr 0.55
R MT20 3.0x 5.0 Ctr Ctr 0.93
Q MT20 3.0x 5.0 Ctr Ctr 0.80
S1 MT20 3.0x 6.0 Ctr Ctr 0.99
P MT20 3.0x 5.0 Ctr Ctr 0.39
O MT20 4.0x 7.0 Ctr Ctr 0.25
S2 MT20 3.0x 6.0 Ctr Ctr 0.48
N MT20 3.0x 5.0 0.5 Ctr 0.98
F MT20 2.0x 4.0 Ctr Ctr 0.42
REVIEWED BY:
MiTek USA, Inc.
6904 Parke East Blvd.
Tampa, FL 33610
REFER TO ONLINE PLUS GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by:
U.S. Housing Components
Analysis Conforms To:
IBC/IRC2006
TPI 2002
OH Loading
Soffit psf 2.0
This truss has been designed
for 20.0 psf LL on the B.C.
in areas where a rectangle
3- 6- 0 tall by
2- 0- 0 wide
will fit between the B.C.
and any other member.
Design checked for 10 psf non-
concurrent LL on BC.
Wind Loads - ANSI / ASCE 7-05
Truss is designed as a Main
Wind-Force Resistance System.
Wind Speed: 115 mph
Mean Roof Height: 25-0
Exposure Category: B
Occupancy Factor : 1.15
Building Type: Enclosed
Zone location: Exterior
TC Dead Load : 6.0 psf
BC Dead Load : 6.0 psf
Roof Snow Load per ASCE 7-05
Ground Snow Load = 20.0 psf
Rain Load = 0.0 psf
Importance Factor 1.00
Thermal Factor 1.00
Exposure Factor 1.20
Balanced Load Factor 0.84
Unbal snow loads checked
Upwnd ridge dist = 25.0 ft
Max comp. force 1865 Lbs
Max tens. force 1880 Lbs
Quality Control Factor 1.25
This truss is designed for a
creep factor of 1.5 which
is used to calculate total
load deflection.
Online Plus ' Copyright MiTekfi 1996-2015 Version 30.0.043 Engineering - Portrait 1/29/2016 2:58:49 PM Page 1 February 2,2016
BC 4-4-6 14-9-8 24-6-0 30-9-14 37-3-8
37-3-8
10-10-3 8
8
8
TC 1008100820210 402108-7-4 14-7-12 19-7-12 24-7-12 30-9-14 37-3-8
HO 2-5-0 HO 2-5-0
A
4x5
B
5x5
C
5x6
D
5x5
E
5x5
F
2x4
M
2x4
N
4x5
O
3x5
P
4x7
Q
4x7
R
4x7
S
3x5
T
3x5
U
3x5
S1
3x6
S2
4x5
S3
3x6
W:308
R:1827
U: 635
W:308
R:1786
U: 635
ALL PLATES ARE MT2020
R_JAC-150 R4
Engineering
T7970225
Job Mark Quan
1
Type
SP
Span
370308
P1-H1
8
Left OH
10- 8
Right OH
10- 8
MONTICELLO
MiTekfi Online Plus APPROX. TRUSS WEIGHT: 335.4 LBS
Scale: 0.164" = 1’
Online Plus -- Version 30.0.043
RUN DATE: 29-JAN-16
Southern Pine lumber design
values are those effective
06-01-13 by SPIB//ALSC UON
CSI -Size- ----Lumber----
TC 0.86 2x 4 SP-#2
BC 0.97 2x 4 SP-1850f-1.7E
-- 0.79 2x 4 SP-#2
S2-F
WB 0.57 2x 4 SP-#2
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 37- 3- 8
or 36.0" 0- 0- 0 37- 3- 8
BC Cont. 0- 0- 0 37- 3- 8
or 108.0" 0- 0- 0 37- 3- 8
One Continuous Lateral Brace
T -Q Q -U U -P P -S
Attach CLB with (2)-10d nails
at each web.
psf-Ld Dead Live
TC 10.0 20.0
BC 10.0 0.0
TC+BC 20.0 20.0
Total 40.0 Spacing 24.0"
Lumber Duration Factor 1.15
Plate Duration Factor 1.15
TC Fb=1.15 Fc=1.10 Ft=1.10
BC Fb=1.10 Fc=1.10 Ft=1.10
Total Load Reactions (Lbs)
Jt Down Uplift Horiz-
A 1828 636 U 356 R
F 1787 636 U 358 R
Jt Brg Size Required
A 3.5" 2.2"
F 3.5" 2.1"
Plus 6 Wind Load Case(s)
Plus 8 Unbalanced Load Cases
Plus 1 LL Load Case(s)
Plus 1 BC LL Load Case(s)
Plus 1 DL Load Case(s)
Membr CSI P Lbs Axl-CSI-Bnd
----------Top Chords----------
M -B 0.28 94 T 0.00 0.28
B -C 0.70 1902 C 0.03 0.67
C -T 0.62 2289 C 0.17 0.45
T -D 0.67 1867 C 0.07 0.60
D -U 0.54 1554 C 0.01 0.53
U -E 0.54 1440 C 0.01 0.53
E -S3 0.63 1699 C 0.06 0.57
S3-S 0.86 1800 C 0.15 0.71
S -N 0.84 1774 C 0.13 0.71
--------Bottom Chords---------
A -R 0.51 1034 T 0.13 0.38
R -S1 0.67 1785 T 0.22 0.45
S1-Q 0.97 1785 T 0.22 0.75
Q -P 0.95 1568 T 0.20 0.75
P -S2 0.64 1493 T 0.19 0.45
S2-O 0.79 1493 T 0.33 0.46
O -F 0.30 316 T 0.00 0.30
-------------Webs-------------
A -M 0.04 218 C WindLd
A -B 0.57 1931 C
B -R 0.38 1572 T
R -C 0.31 1216 C
R -T 0.07 255 T
T -Q 0.16 432 C 1 Br
Q -D 0.42 705 T
Q -U 0.08 164 T 1 Br
U -P 0.23 377 C 1 Br
P -E 0.42 648 T
P -S 0.06 243 T 1 Br
O -S 0.24 338 C
O -N 0.38 1581 T
F -N 0.24 1730 C WindLd
TL Defl -0.48" in R -Q L/908
LL Defl -0.20" in R -Q L/999
Shear // Grain in B -C 0.43
Plates for each ply each face.
Plate - MT20 20 Ga, Gross Area
Plate - MT2H 20 Ga, Gross Area
Jt Type Plt Size X Y JSI
M MT20 2.0x 4.0 Ctr Ctr 0.24
B MT20 5.0x 5.0 Ctr-0.4 0.90
C MT20 5.0x 6.0 1.4-2.1 0.67
T MT20 3.0x 5.0 Ctr Ctr 0.27
D MT20 5.0x 5.0 0.9-3.1 0.39
U MT20 3.0x 5.0 Ctr Ctr 0.27
E MT20 5.0x 5.0-0.9-3.1 0.36
S3 MT20 3.0x 6.0 Ctr Ctr 0.47
S MT20 3.0x 5.0 Ctr Ctr 0.30
N MT20 4.0x 5.0 Ctr Ctr 0.82
A MT20 4.0x 5.0 Ctr Ctr 0.56
R MT20 4.0x 7.0-0.5 Ctr 0.75
S1 MT20 3.0x 6.0 Ctr Ctr 0.58
Q MT20 4.0x 7.0 Ctr Ctr 0.26
P MT20 4.0x 7.0 Ctr Ctr 0.26
S2 MT20 4.0x 5.0 Ctr 0.2 0.57
O MT20 3.0x 5.0 Ctr Ctr 0.79
F MT20 2.0x 4.0 Ctr Ctr 0.39
REVIEWED BY:
MiTek USA, Inc.
6904 Parke East Blvd.
Tampa, FL 33610
REFER TO ONLINE PLUS GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by:
U.S. Housing Components
Analysis Conforms To:
IBC/IRC2006
TPI 2002
OH Loading
Soffit psf 2.0
This truss has been designed
for 20.0 psf LL on the B.C.
in areas where a rectangle
3- 6- 0 tall by
2- 0- 0 wide
will fit between the B.C.
and any other member.
Design checked for 10 psf non-
concurrent LL on BC.
Wind Loads - ANSI / ASCE 7-05
Truss is designed as a Main
Wind-Force Resistance System.
Wind Speed: 115 mph
Mean Roof Height: 25-0
Exposure Category: B
Occupancy Factor : 1.15
Building Type: Enclosed
Zone location: Exterior
TC Dead Load : 6.0 psf
BC Dead Load : 6.0 psf
Roof Snow Load per ASCE 7-05
Ground Snow Load = 20.0 psf
Rain Load = 0.0 psf
Importance Factor 1.00
Thermal Factor 1.00
Exposure Factor 1.20
Balanced Load Factor 0.84
Unbal snow loads checked
Upwnd ridge dist = 25.0 ft
Max comp. force 2289 Lbs
Max tens. force 1785 Lbs
Quality Control Factor 1.25
This truss is designed for a
creep factor of 1.5 which
is used to calculate total
load deflection.
Online Plus ' Copyright MiTekfi 1996-2015 Version 30.0.043 Engineering - Portrait 1/29/2016 2:58:52 PM Page 1 February 2,2016
BC 6-3-14 12-7-12 22-7-12 28-11-10 35-3-8
35-3-8
10-10-3
8
TC 100810086-3-14 12-7-12 17-7-12 22-7-12 28-11-10 35-3-8
HO 2-5-0 HO 2-5-0
A
2x4
B
5x5
C
5x5
D
2x4E
4x7
F
4x7
H
3x5
J
4x5
K
4x6
L
3x5
M
3x5
N
3x8
O
3x5
S1
4x5
S2
4x5
S3
3x5
S4
3x5
W:308
R:1682
U: 603
W:308
R:1681
U: 602
ALL PLATES ARE MT2020
R_JAC-150 R5
Engineering
T7970226
Job Mark Quan
1
Type
SHPS
Span
350308
P1-H1
8
Left OH
10- 8
Right OH
10- 8
MONTICELLO
MiTekfi Online Plus APPROX. TRUSS WEIGHT: 315.7 LBS
Scale: 0.173" = 1’
Online Plus -- Version 30.0.043
RUN DATE: 29-JAN-16
Southern Pine lumber design
values are those effective
06-01-13 by SPIB//ALSC UON
CSI -Size- ----Lumber----
TC 0.85 2x 4 SP-#2
BC 0.85 2x 4 SP-#2
-- 0.70 2x 4 SP-1850f-1.7E
S1-S2
WB 0.60 2x 4 SP-#3
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 35- 3- 8
or 36.0" 0- 0- 0 35- 3- 8
BC Cont. 0- 0- 0 35- 3- 8
or 108.0" 0- 0- 0 35- 3- 8
One Continuous Lateral Brace
M -F F -H H -E E -O
Attach CLB with (2)-10d nails
at each web.
psf-Ld Dead Live
TC 10.0 20.0
BC 10.0 0.0
TC+BC 20.0 20.0
Total 40.0 Spacing 24.0"
Lumber Duration Factor 1.15
Plate Duration Factor 1.15
TC Fb=1.15 Fc=1.10 Ft=1.10
BC Fb=1.10 Fc=1.10 Ft=1.10
Total Load Reactions (Lbs)
Jt Down Uplift Horiz-
A 1682 603 U 359 R
D 1682 603 U 360 R
Jt Brg Size Required
A 3.5" 2.0"
D 3.5" 2.0"
Plus 6 Wind Load Case(s)
Plus 2 Unbalanced Load Cases
Plus 1 LL Load Case(s)
Plus 1 BC LL Load Case(s)
Plus 1 DL Load Case(s)
Membr CSI P Lbs Axl-CSI-Bnd
----------Top Chords----------
J -M 0.82 1642 C 0.12 0.70
M -S4 0.84 1654 C 0.14 0.70
S4-B 0.47 1551 C 0.14 0.33
B -H 0.38 1317 C 0.01 0.37
H -C 0.38 1317 C 0.01 0.37
C -S3 0.47 1551 C 0.14 0.33
S3-O 0.85 1654 C 0.14 0.71
O -K 0.83 1643 C 0.12 0.71
--------Bottom Chords---------
A -L 0.28 317 T 0.00 0.28
L -S1 0.85 1384 T 0.30 0.55
S1-F 0.69 1384 T 0.17 0.52
F -E 0.70 1389 T 0.17 0.53
E -S2 0.69 1385 T 0.17 0.52
S2-N 0.85 1385 T 0.30 0.55
N -D 0.28 318 T 0.00 0.28
-------------Webs-------------
A -J 0.35 1626 C WindLd
J -L 0.60 1469 T
L -M 0.25 319 C
M -F 0.08 251 T 1 Br
F -B 0.38 575 T
F -H 0.18 262 C 1 Br
H -E 0.18 262 C 1 Br
E -C 0.38 575 T
E -O 0.09 252 T 1 Br
N -O 0.25 320 C
N -K 0.60 1470 T
D -K 0.35 1625 C WindLd
TL Defl -0.42" in F -E L/999
LL Defl -0.19" in F -E L/999
Shear // Grain in F -E 0.30
Plates for each ply each face.
Plate - MT20 20 Ga, Gross Area
Plate - MT2H 20 Ga, Gross Area
Jt Type Plt Size X Y JSI
J MT20 4.0x 5.0 Ctr Ctr 0.63
M MT20 3.0x 5.0 Ctr Ctr 0.30
S4 MT20 3.0x 5.0 Ctr Ctr 0.42
B MT20 5.0x 5.0 0.9-3.1 0.34
H MT20 3.0x 5.0 Ctr Ctr 0.27
C MT20 5.0x 5.0-0.9-3.1 0.34
S3 MT20 3.0x 5.0 Ctr Ctr 0.42
O MT20 3.0x 5.0 Ctr Ctr 0.30
K MT20 4.0x 6.0 Ctr Ctr 0.87
A MT20 2.0x 4.0 Ctr Ctr 0.50
L MT20 3.0x 5.0 Ctr Ctr 0.96
S1 MT20 4.0x 5.0 Ctr 0.2 0.64
F MT20 4.0x 7.0 Ctr Ctr 0.26
E MT20 4.0x 7.0 Ctr Ctr 0.26
S2 MT20 4.0x 5.0 Ctr 0.2 0.64
N MT20 3.0x 8.0 2.0 Ctr 0.98
D MT20 2.0x 4.0 Ctr Ctr 0.40
REVIEWED BY:
MiTek USA, Inc.
6904 Parke East Blvd.
Tampa, FL 33610
REFER TO ONLINE PLUS GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by:
U.S. Housing Components
Analysis Conforms To:
IBC/IRC2006
TPI 2002
OH Loading
Soffit psf 2.0
This truss has been designed
for 20.0 psf LL on the B.C.
in areas where a rectangle
3- 6- 0 tall by
2- 0- 0 wide
will fit between the B.C.
and any other member.
Design checked for 10 psf non-
concurrent LL on BC.
Wind Loads - ANSI / ASCE 7-05
Truss is designed as a Main
Wind-Force Resistance System.
Wind Speed: 115 mph
Mean Roof Height: 25-0
Exposure Category: B
Occupancy Factor : 1.15
Building Type: Enclosed
Zone location: Exterior
TC Dead Load : 6.0 psf
BC Dead Load : 6.0 psf
Roof Snow Load per ASCE 7-05
Ground Snow Load = 20.0 psf
Rain Load = 0.0 psf
Importance Factor 1.00
Thermal Factor 1.00
Exposure Factor 1.20
Balanced Load Factor 0.76
Unbal snow loads checked
Par-to-ridge not req’d
Piggyback Cap: Peak
Max comp. force 1654 Lbs
Max tens. force 1470 Lbs
Quality Control Factor 1.25
This truss is designed for a
creep factor of 1.5 which
is used to calculate total
load deflection.
Online Plus ' Copyright MiTekfi 1996-2015 Version 30.0.043 Engineering - Portrait 1/29/2016 2:58:56 PM Page 1 February 2,2016
BC 11-0-14 14-9-8 22-6-0 28-9-14 35-3-8
35-3-8
10-10-3
8
8
8
TC 100810084-2-4 11-2-10 13021014071222-7-12 28-9-14 35-3-8
HO 2-5-0 HO 2-5-0
A
4x5
B
5x5
C
5x6 D
6x6
E
5x5
F
2x4
K
2x4
L
4x5
M
3x5
N
4x7
O
3x5
P
4x7
Q
3x5
R
3x5
S1
4x5
S2
3x5
S3
3x5
W:308
R:1656
U: 603
W:308
R:1645
U: 603
ALL PLATES ARE MT2020
R_JAC-150 R6
Engineering
T7970227
Job Mark Quan
1
Type
SP
Span
350308
P1-H1
8
Left OH
10- 8
Right OH
10- 8
MONTICELLO
MiTekfi Online Plus APPROX. TRUSS WEIGHT: 338.0 LBS
Scale: 0.158" = 1’
Online Plus -- Version 30.0.043
RUN DATE: 29-JAN-16
Southern Pine lumber design
values are those effective
06-01-13 by SPIB//ALSC UON
CSI -Size- ----Lumber----
TC 0.86 2x 4 SP-#2
-- 0.76 2x 4 SP-1850f-1.7E
D -E
BC 0.96 2x 4 SP-#2
-- 0.73 2x 4 SP-1850f-1.7E
A -S1
WB 0.59 2x 4 SP-#3
-- 0.13 2x 4 SP-#2
D -N
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 35- 3- 8
or 30.0" 0- 0- 0 35- 3- 8
BC Cont. 0- 0- 0 35- 3- 8
or 114.0" 0- 0- 0 35- 3- 8
One Continuous Lateral Brace
A -Q P -C C -O D -N
N -R
Attach CLB with (2)-10d nails
at each web.
psf-Ld Dead Live
TC 10.0 20.0
BC 10.0 0.0
TC+BC 20.0 20.0
Total 40.0 Spacing 24.0"
Lumber Duration Factor 1.15
Plate Duration Factor 1.15
TC Fb=1.15 Fc=1.10 Ft=1.10
BC Fb=1.10 Fc=1.10 Ft=1.10
Total Load Reactions (Lbs)
Jt Down Uplift Horiz-
A 1656 603 U 355 R
F 1645 603 U 356 R
Jt Brg Size Required
A 3.5" 2.0"
F 3.5" 1.9"
Plus 6 Wind Load Case(s)
Plus 8 Unbalanced Load Cases
Plus 1 LL Load Case(s)
Plus 1 BC LL Load Case(s)
Plus 1 DL Load Case(s)
Membr CSI P Lbs Axl-CSI-Bnd
----------Top Chords----------
K -Q 0.67 102 T 0.01 0.66
Q -B 0.86 1591 C 0.07 0.79
B -C 0.49 1321 C 0.01 0.48
C -D 0.73 1533 C 0.01 0.72
D -E 0.76 1270 C 0.01 0.75
E -S3 0.60 1489 C 0.04 0.56
S3-R 0.82 1590 C 0.14 0.68
R -L 0.80 1608 C 0.12 0.68
--------Bottom Chords---------
A -P 0.73 1143 T 0.14 0.59
P -S1 0.67 1402 T 0.17 0.50
S1-O 0.96 1402 T 0.31 0.65
O -N 0.86 1336 T 0.29 0.57
N -S2 0.86 1354 T 0.30 0.56
S2-M 0.60 1354 T 0.30 0.30
M -F 0.31 315 T 0.00 0.31
-------------Webs-------------
A -K 0.08 139 C WindLd
A -Q 0.48 1794 C 1 Br
Q -P 0.12 304 T
P -B 0.20 492 T
P -C 0.21 427 C 1 Br
C -O 0.22 454 C 1 Br
O -D 0.46 638 T
D -N 0.13 178 C 1 Br
N -E 0.24 434 T
N -R 0.08 240 T 1 Br
M -R 0.22 272 C
M -L 0.59 1433 T
F -L 0.34 1592 C WindLd
TL Defl -0.86" in A -P L/482
LL Defl -0.42" in A -P L/999
Shear // Grain in D -E 0.42
Plates for each ply each face.
Plate - MT20 20 Ga, Gross Area
Plate - MT2H 20 Ga, Gross Area
Jt Type Plt Size X Y JSI
K MT20 2.0x 4.0 Ctr Ctr 0.25
Q MT20 3.0x 5.0-0.4-0.3 0.86
B MT20 5.0x 5.0 Ctr-0.4 0.46
C MT20 5.0x 6.0 1.0-2.4 0.67
D MT20 6.0x 6.0 1.1-3.7 0.54
E MT20 5.0x 5.0-0.9-3.1 0.33
S3 MT20 3.0x 5.0 Ctr Ctr 0.47
R MT20 3.0x 5.0 Ctr Ctr 0.30
L MT20 4.0x 5.0 Ctr Ctr 0.75
A MT20 4.0x 5.0 Ctr Ctr 0.55
P MT20 4.0x 7.0 Ctr Ctr 0.27
S1 MT20 4.0x 5.0 Ctr 0.2 0.91
O MT20 3.0x 5.0 Ctr Ctr 0.39
N MT20 4.0x 7.0 Ctr Ctr 0.25
S2 MT20 3.0x 5.0 Ctr Ctr 0.66
M MT20 3.0x 5.0 Ctr Ctr 0.94
F MT20 2.0x 4.0 Ctr Ctr 0.40
REVIEWED BY:
MiTek USA, Inc.
6904 Parke East Blvd.
Tampa, FL 33610
REFER TO ONLINE PLUS GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by:
U.S. Housing Components
Analysis Conforms To:
IBC/IRC2006
TPI 2002
OH Loading
Soffit psf 2.0
This truss has been designed
for 20.0 psf LL on the B.C.
in areas where a rectangle
3- 6- 0 tall by
2- 0- 0 wide
will fit between the B.C.
and any other member.
Design checked for 10 psf non-
concurrent LL on BC.
Wind Loads - ANSI / ASCE 7-05
Truss is designed as a Main
Wind-Force Resistance System.
Wind Speed: 115 mph
Mean Roof Height: 25-0
Exposure Category: B
Occupancy Factor : 1.15
Building Type: Enclosed
Zone location: Exterior
TC Dead Load : 6.0 psf
BC Dead Load : 6.0 psf
Roof Snow Load per ASCE 7-05
Ground Snow Load = 20.0 psf
Rain Load = 0.0 psf
Importance Factor 1.00
Thermal Factor 1.00
Exposure Factor 1.20
Balanced Load Factor 0.84
Unbal snow loads checked
Upwnd ridge dist = 25.0 ft
Max comp. force 1794 Lbs
Max tens. force 1433 Lbs
Quality Control Factor 1.25
This truss is designed for a
creep factor of 1.5 which
is used to calculate total
load deflection.
Online Plus ' Copyright MiTekfi 1996-2015 Version 30.0.043 Engineering - Portrait 1/29/2016 2:59:00 PM Page 1 February 2,2016
BC 8-2-10 14-9-8 22-6-0 28-9-14 35-3-8
35-3-8
10-10-3
8
8
8
TC 100810084-2-4 8-2-10 10021014-7-12 22-7-12 28-9-14 35-3-8
HO 2-5-0 HO 2-5-0
A
4x5
B
5x5
C
5x6
D
5x5
E
6x6
F
2x4G
3x5
H
3x5
I
4x7
J
4x7
K
3x5
N
3x5
O
2x4
P
4x5
S1
3x5
S2
3x5
S3
3x5
W:308
R:1657
U: 603
W:308
R:1686
U: 603
ALL PLATES ARE MT2020
R_JAC-150 R7
Engineering
T7970228
Job Mark Quan
1
Type
SP
Span
350308
P1-H1
8
Left OH
10- 8
Right OH
10- 8
MONTICELLO
MiTekfi Online Plus APPROX. TRUSS WEIGHT: 324.2 LBS
Scale: 0.168" = 1’
Online Plus -- Version 30.0.043
RUN DATE: 29-JAN-16
Southern Pine lumber design
values are those effective
06-01-13 by SPIB//ALSC UON
CSI -Size- ----Lumber----
TC 0.81 2x 4 SP-#2
-- 0.80 2x 4 SP-1850f-1.7E
D -E
BC 0.92 2x 4 SP-#2
WB 0.81 2x 4 SP-#3
-- 0.09 2x 4 SP-#2
I -E
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 35- 3- 8
or 36.0" 0- 0- 0 35- 3- 8
BC Cont. 0- 0- 0 35- 3- 8
or 108.0" 0- 0- 0 35- 3- 8
One Continuous Lateral Brace
A -K C -I I -E H -N
Attach CLB with (2)-10d nails
at each web.
psf-Ld Dead Live
TC 10.0 20.0
BC 10.0 0.0
TC+BC 20.0 20.0
Total 40.0 Spacing 24.0"
Lumber Duration Factor 1.15
Plate Duration Factor 1.15
TC Fb=1.15 Fc=1.10 Ft=1.10
BC Fb=1.10 Fc=1.10 Ft=1.10
Total Load Reactions (Lbs)
Jt Down Uplift Horiz-
A 1657 603 U 355 R
F 1686 603 U 356 R
Jt Brg Size Required
A 3.5" 2.0"
F 3.5" 2.0"
Plus 6 Wind Load Case(s)
Plus 8 Unbalanced Load Cases
Plus 1 LL Load Case(s)
Plus 1 BC LL Load Case(s)
Plus 1 DL Load Case(s)
Membr CSI P Lbs Axl-CSI-Bnd
----------Top Chords----------
O -K 0.29 121 T 0.02 0.27
K -B 0.39 1652 C 0.13 0.26
B -C 0.39 1377 C 0.01 0.38
C -D 0.60 1635 C 0.02 0.58
D -E 0.80 1373 C 0.01 0.79
E -S3 0.66 1547 C 0.04 0.62
S3-N 0.81 1648 C 0.14 0.67
N -P 0.79 1656 C 0.12 0.67
--------Bottom Chords---------
A -J 0.67 1188 T 0.26 0.41
J -S1 0.76 1580 T 0.35 0.41
S1-I 0.92 1580 T 0.35 0.57
I -H 0.86 1317 T 0.29 0.57
H -S2 0.85 1393 T 0.31 0.54
S2-G 0.59 1393 T 0.31 0.28
G -F 0.32 314 T 0.00 0.32
-------------Webs-------------
A -O 0.10 174 T WindLd
A -K 0.49 1863 C 1 Br
K -J 0.15 367 T
J -B 0.28 656 T
J -C 0.81 715 C
C -I 0.18 442 C 1 Br
I -D 0.33 569 T
I -E 0.09 190 T 1 Br
H -E 0.18 417 T
H -N 0.08 239 T 1 Br
G -N 0.23 285 C
G -P 0.61 1475 T
F -P 0.35 1633 C WindLd
TL Defl -0.32" in A -J L/999
LL Defl -0.15" in I -H L/999
Shear // Grain in D -E 0.43
Plates for each ply each face.
Plate - MT20 20 Ga, Gross Area
Plate - MT2H 20 Ga, Gross Area
Jt Type Plt Size X Y JSI
O MT20 2.0x 4.0 Ctr Ctr 0.25
K MT20 3.0x 5.0 Ctr Ctr 0.87
B MT20 5.0x 5.0 Ctr-0.4 0.46
C MT20 5.0x 6.0 1.0-2.4 0.67
D MT20 5.0x 5.0 0.9-3.1 0.34
E MT20 6.0x 6.0-1.1-3.7 0.54
S3 MT20 3.0x 5.0 Ctr Ctr 0.47
N MT20 3.0x 5.0 Ctr Ctr 0.30
P MT20 4.0x 5.0 Ctr Ctr 0.77
A MT20 4.0x 5.0 Ctr Ctr 0.57
J MT20 4.0x 7.0 Ctr Ctr 0.27
S1 MT20 3.0x 5.0 Ctr Ctr 0.51
I MT20 4.0x 7.0 Ctr Ctr 0.26
H MT20 3.0x 5.0 Ctr Ctr 0.26
S2 MT20 3.0x 5.0 Ctr Ctr 0.66
G MT20 3.0x 5.0 Ctr Ctr 0.97
F MT20 2.0x 4.0 Ctr Ctr 0.40
REVIEWED BY:
MiTek USA, Inc.
6904 Parke East Blvd.
Tampa, FL 33610
REFER TO ONLINE PLUS GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by:
U.S. Housing Components
Analysis Conforms To:
IBC/IRC2006
TPI 2002
OH Loading
Soffit psf 2.0
This truss has been designed
for 20.0 psf LL on the B.C.
in areas where a rectangle
3- 6- 0 tall by
2- 0- 0 wide
will fit between the B.C.
and any other member.
Design checked for 10 psf non-
concurrent LL on BC.
Wind Loads - ANSI / ASCE 7-05
Truss is designed as a Main
Wind-Force Resistance System.
Wind Speed: 115 mph
Mean Roof Height: 25-0
Exposure Category: B
Occupancy Factor : 1.15
Building Type: Enclosed
Zone location: Exterior
TC Dead Load : 6.0 psf
BC Dead Load : 6.0 psf
Roof Snow Load per ASCE 7-05
Ground Snow Load = 20.0 psf
Rain Load = 0.0 psf
Importance Factor 1.00
Thermal Factor 1.00
Exposure Factor 1.20
Balanced Load Factor 0.84
Unbal snow loads checked
Upwnd ridge dist = 25.0 ft
Max comp. force 1863 Lbs
Max tens. force 1580 Lbs
Quality Control Factor 1.25
This truss is designed for a
creep factor of 1.5 which
is used to calculate total
load deflection.
Online Plus ' Copyright MiTekfi 1996-2015 Version 30.0.043 Engineering - Portrait 1/29/2016 2:59:03 PM Page 1 February 2,2016
BC 5-2-10 14-9-8 22-6-0 28-9-14 35-3-8
35-3-8
10-10-3
8
8
8
TC 100810085-2-10 70210 14-7-12 22-7-12 28-9-14 35-3-8
HO 2-5-0 HO 2-5-0
A
2x4
B
5x5
C
5x6
D
5x5
E
6x6
F
2x4G
3x5
H
3x5
I
4x7
J
4x7
N
3x5
O
4x5
P
4x5
S1
3x5
S2
3x5
S3
3x5
W:308
R:1716
U: 603
W:308
R:1674
U: 603
ALL PLATES ARE MT2020
R_JAC-150 R8
Engineering
T7970229
Job Mark Quan
1
Type
SP
Span
350308
P1-H1
8
Left OH
10- 8
Right OH
10- 8
MONTICELLO
MiTekfi Online Plus APPROX. TRUSS WEIGHT: 305.2 LBS
Scale: 0.173" = 1’
Online Plus -- Version 30.0.043
RUN DATE: 29-JAN-16
Southern Pine lumber design
values are those effective
06-01-13 by SPIB//ALSC UON
CSI -Size- ----Lumber----
TC 0.82 2x 4 SP-#2
-- 0.78 2x 4 SP-1850f-1.7E
C -D D -E
BC 0.92 2x 4 SP-#2
-- 0.67 2x 4 SP-1850f-1.7E
S1-S2
WB 0.66 2x 4 SP-#3
-- 0.09 2x 4 SP-#2
I -E
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 35- 3- 8
or 36.0" 0- 0- 0 35- 3- 8
BC Cont. 0- 0- 0 35- 3- 8
or 90.0" 0- 0- 0 35- 3- 8
One Continuous Lateral Brace
C -I I -E H -N
Attach CLB with (2)-10d nails
at each web.
psf-Ld Dead Live
TC 10.0 20.0
BC 10.0 0.0
TC+BC 20.0 20.0
Total 40.0 Spacing 24.0"
Lumber Duration Factor 1.15
Plate Duration Factor 1.15
TC Fb=1.15 Fc=1.10 Ft=1.10
BC Fb=1.10 Fc=1.10 Ft=1.10
Total Load Reactions (Lbs)
Jt Down Uplift Horiz-
A 1716 603 U 356 R
F 1675 603 U 356 R
Jt Brg Size Required
A 3.5" 2.0"
F 3.5" 2.0"
Plus 6 Wind Load Case(s)
Plus 8 Unbalanced Load Cases
Plus 1 LL Load Case(s)
Plus 1 BC LL Load Case(s)
Plus 1 DL Load Case(s)
Membr CSI P Lbs Axl-CSI-Bnd
----------Top Chords----------
O -B 0.55 1559 C 0.04 0.51
B -C 0.36 1307 C 0.11 0.25
C -D 0.63 1633 C 0.04 0.59
D -E 0.78 1363 C 0.01 0.77
E -S3 0.64 1528 C 0.04 0.60
S3-N 0.82 1628 C 0.14 0.68
N -P 0.80 1643 C 0.12 0.68
--------Bottom Chords---------
A -J 0.55 315 T 0.00 0.55
J -S1 0.92 1684 T 0.37 0.55
S1-I 0.67 1684 T 0.21 0.46
I -H 0.62 1300 T 0.16 0.46
H -S2 0.46 1383 T 0.17 0.29
S2-G 0.55 1383 T 0.30 0.25
G -F 0.34 315 T 0.00 0.34
-------------Webs-------------
A -O 0.36 1703 C WindLd
O -J 0.59 1430 T
J -B 0.24 600 T
J -C 0.66 1004 C
C -I 0.21 449 C 1 Br
I -D 0.18 455 T
I -E 0.09 211 T 1 Br
H -E 0.20 406 T
H -N 0.08 239 T 1 Br
G -N 0.22 276 C
G -P 0.60 1464 T
F -P 0.35 1622 C WindLd
TL Defl -0.44" in J -I L/936
LL Defl -0.19" in J -I L/999
Shear // Grain in D -E 0.43
Plates for each ply each face.
Plate - MT20 20 Ga, Gross Area
Plate - MT2H 20 Ga, Gross Area
Jt Type Plt Size X Y JSI
O MT20 4.0x 5.0 Ctr Ctr 0.66
B MT20 5.0x 5.0 Ctr-0.4 0.46
C MT20 5.0x 6.0 1.0-2.4 0.67
D MT20 5.0x 5.0 0.9-3.1 0.34
E MT20 6.0x 6.0-1.1-3.7 0.54
S3 MT20 3.0x 5.0 Ctr Ctr 0.47
N MT20 3.0x 5.0 Ctr Ctr 0.30
P MT20 4.0x 5.0 Ctr Ctr 0.77
A MT20 2.0x 4.0 Ctr Ctr 0.52
J MT20 4.0x 7.0 Ctr Ctr 0.85
S1 MT20 3.0x 5.0 Ctr Ctr 0.70
I MT20 4.0x 7.0 Ctr Ctr 0.25
H MT20 3.0x 5.0 Ctr Ctr 0.26
S2 MT20 3.0x 5.0 Ctr Ctr 0.55
G MT20 3.0x 5.0 Ctr Ctr 0.96
F MT20 2.0x 4.0 Ctr Ctr 0.40
REVIEWED BY:
MiTek USA, Inc.
6904 Parke East Blvd.
Tampa, FL 33610
REFER TO ONLINE PLUS GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by:
U.S. Housing Components
Analysis Conforms To:
IBC/IRC2006
TPI 2002
OH Loading
Soffit psf 2.0
This truss has been designed
for 20.0 psf LL on the B.C.
in areas where a rectangle
3- 6- 0 tall by
2- 0- 0 wide
will fit between the B.C.
and any other member.
Design checked for 10 psf non-
concurrent LL on BC.
Wind Loads - ANSI / ASCE 7-05
Truss is designed as a Main
Wind-Force Resistance System.
Wind Speed: 115 mph
Mean Roof Height: 25-0
Exposure Category: B
Occupancy Factor : 1.15
Building Type: Enclosed
Zone location: Exterior
TC Dead Load : 6.0 psf
BC Dead Load : 6.0 psf
Roof Snow Load per ASCE 7-05
Ground Snow Load = 20.0 psf
Rain Load = 0.0 psf
Importance Factor 1.00
Thermal Factor 1.00
Exposure Factor 1.20
Balanced Load Factor 0.84
Unbal snow loads checked
Upwnd ridge dist = 25.0 ft
Max comp. force 1703 Lbs
Max tens. force 1684 Lbs
Quality Control Factor 1.25
This truss is designed for a
creep factor of 1.5 which
is used to calculate total
load deflection.
Online Plus ' Copyright MiTekfi 1996-2015 Version 30.0.043 Engineering - Portrait 1/29/2016 2:59:07 PM Page 1 February 2,2016
BC 4-2-10 14-9-8 22-6-0 28-9-14 35-3-8
35-3-8
10-10-3 8
8
8
TC 1008100820210 40210 8-7-2 14-7-12 22-7-12 28-9-14 35-3-8
HO 2-5-0 HO 2-5-0
A
4x5
B
5x5
C
5x6
D
5x5
E
6x6
F
2x4G
3x5
H
3x5
I
4x7
J
4x7
M
3x5
N
2x4
O
4x5
P
3x5
S1
3x5
S2
3x5
S3
3x5
W:308
R:1744
U: 603
W:308
R:1690
U: 603
ALL PLATES ARE MT2020
R_JAC-150 R9
Engineering
T7970230
Job Mark Quan
1
Type
SP
Span
350308
P1-H1
8
Left OH
10- 8
Right OH
10- 8
MONTICELLO
MiTekfi Online Plus APPROX. TRUSS WEIGHT: 309.1 LBS
Scale: 0.173" = 1’
Online Plus -- Version 30.0.043
RUN DATE: 29-JAN-16
Southern Pine lumber design
values are those effective
06-01-13 by SPIB//ALSC UON
CSI -Size- ----Lumber----
TC 0.82 2x 4 SP-#2
-- 0.79 2x 4 SP-1850f-1.7E
D -E
BC 0.79 2x 4 SP-1850f-1.7E
-- 0.57 2x 4 SP-#2
S2-F
WB 0.54 2x 4 SP-#2
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 35- 3- 8
or 36.0" 0- 0- 0 35- 3- 8
BC Cont. 0- 0- 0 35- 3- 8
or 114.0" 0- 0- 0 35- 3- 8
One Continuous Lateral Brace
P -I I -E H -M
Attach CLB with (2)-10d nails
at each web.
psf-Ld Dead Live
TC 10.0 20.0
BC 10.0 0.0
TC+BC 20.0 20.0
Total 40.0 Spacing 24.0"
Lumber Duration Factor 1.15
Plate Duration Factor 1.15
TC Fb=1.15 Fc=1.10 Ft=1.10
BC Fb=1.10 Fc=1.10 Ft=1.10
Total Load Reactions (Lbs)
Jt Down Uplift Horiz-
A 1744 603 U 355 R
F 1691 603 U 357 R
Jt Brg Size Required
A 3.5" 2.1"
F 3.5" 2.0"
Plus 6 Wind Load Case(s)
Plus 8 Unbalanced Load Cases
Plus 1 LL Load Case(s)
Plus 1 BC LL Load Case(s)
Plus 1 DL Load Case(s)
Membr CSI P Lbs Axl-CSI-Bnd
----------Top Chords----------
N -B 0.27 94 T 0.00 0.27
B -C 0.65 1809 C 0.03 0.62
C -P 0.59 2167 C 0.17 0.42
P -D 0.62 1671 C 0.06 0.56
D -E 0.79 1398 C 0.01 0.78
E -S3 0.65 1548 C 0.04 0.61
S3-M 0.82 1649 C 0.14 0.68
M -O 0.80 1663 C 0.12 0.68
--------Bottom Chords---------
A -J 0.56 980 T 0.12 0.44
J -S1 0.70 1672 T 0.21 0.49
S1-I 0.79 1672 T 0.21 0.58
I -H 0.74 1317 T 0.16 0.58
H -S2 0.42 1399 T 0.17 0.25
S2-G 0.57 1399 T 0.31 0.26
G -F 0.34 315 T 0.00 0.34
-------------Webs-------------
A -N 0.04 216 C WindLd
A -B 0.54 1831 C
B -J 0.36 1496 T
J -C 0.29 1165 C
J -P 0.08 288 T
P -I 0.16 447 C 1 Br
I -D 0.22 551 T
I -E 0.09 241 T 1 Br
H -E 0.18 386 T
H -M 0.07 237 T 1 Br
G -M 0.20 277 C
G -O 0.36 1481 T
F -O 0.22 1639 C WindLd
TL Defl -0.54" in J -I L/764
LL Defl -0.24" in J -I L/999
Shear // Grain in D -E 0.43
Plates for each ply each face.
Plate - MT20 20 Ga, Gross Area
Plate - MT2H 20 Ga, Gross Area
Jt Type Plt Size X Y JSI
N MT20 2.0x 4.0 Ctr Ctr 0.24
B MT20 5.0x 5.0 Ctr-0.4 0.86
C MT20 5.0x 6.0 1.4-2.1 0.67
P MT20 3.0x 5.0 Ctr Ctr 0.27
D MT20 5.0x 5.0 0.9-3.1 0.35
E MT20 6.0x 6.0-1.1-3.7 0.54
S3 MT20 3.0x 5.0 Ctr Ctr 0.47
M MT20 3.0x 5.0 Ctr Ctr 0.30
O MT20 4.0x 5.0 Ctr Ctr 0.78
A MT20 4.0x 5.0 Ctr Ctr 0.53
J MT20 4.0x 7.0-0.5 Ctr 0.71
S1 MT20 3.0x 5.0 Ctr Ctr 0.76
I MT20 4.0x 7.0 Ctr Ctr 0.25
H MT20 3.0x 5.0 Ctr Ctr 0.26
S2 MT20 3.0x 5.0 Ctr Ctr 0.46
G MT20 3.0x 5.0 Ctr Ctr 0.74
F MT20 2.0x 4.0 Ctr Ctr 0.37
REVIEWED BY:
MiTek USA, Inc.
6904 Parke East Blvd.
Tampa, FL 33610
REFER TO ONLINE PLUS GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by:
U.S. Housing Components
Analysis Conforms To:
IBC/IRC2006
TPI 2002
OH Loading
Soffit psf 2.0
This truss has been designed
for 20.0 psf LL on the B.C.
in areas where a rectangle
3- 6- 0 tall by
2- 0- 0 wide
will fit between the B.C.
and any other member.
Design checked for 10 psf non-
concurrent LL on BC.
Wind Loads - ANSI / ASCE 7-05
Truss is designed as a Main
Wind-Force Resistance System.
Wind Speed: 115 mph
Mean Roof Height: 25-0
Exposure Category: B
Occupancy Factor : 1.15
Building Type: Enclosed
Zone location: Exterior
TC Dead Load : 6.0 psf
BC Dead Load : 6.0 psf
Roof Snow Load per ASCE 7-05
Ground Snow Load = 20.0 psf
Rain Load = 0.0 psf
Importance Factor 1.00
Thermal Factor 1.00
Exposure Factor 1.20
Balanced Load Factor 0.84
Unbal snow loads checked
Upwnd ridge dist = 25.0 ft
Max comp. force 2167 Lbs
Max tens. force 1672 Lbs
Quality Control Factor 1.25
This truss is designed for a
creep factor of 1.5 which
is used to calculate total
load deflection.
Online Plus ' Copyright MiTekfi 1996-2015 Version 30.0.043 Engineering - Portrait 1/29/2016 2:59:11 PM Page 1 February 2,2016
BC 6-3-14 12-7-12 20-7-12 26-11-10 33-3-8
33-3-8
10-10-3
8
TC 10086-3-14 12-7-12 20-7-12 26-11-10 33-3-8
HO 2-5-0 HO 2-5-0
A
2x4
B
5x5
C
6x6
D
2x4E
3x5
F
4x7
I
4x5
J
4x5
K
3x5
L
3x5
M
3x7
N
3x5
S1
3x5
S2
3x5
S3
3x5
W:308
R:1570
U: 570
W:308
R:1529
U: 541
ALL PLATES ARE MT2020
R_JAC-150 R10
Engineering
T7970231
Job Mark Quan
2
Type
SHPS
Span
330308
P1-H1
8
Left OH
10- 8
Right OH
0
MONTICELLO
MiTekfi Online Plus APPROX. TRUSS WEIGHT: 287.5 LBS
Scale: 0.179" = 1’
Online Plus -- Version 30.0.043
RUN DATE: 29-JAN-16
Southern Pine lumber design
values are those effective
06-01-13 by SPIB//ALSC UON
CSI -Size- ----Lumber----
TC 0.81 2x 4 SP-#2
-- 0.78 2x 4 SP-1850f-1.7E
B -C
BC 0.85 2x 4 SP-#2
WB 0.56 2x 4 SP-#3
-- 0.12 2x 4 SP-#2
F -C
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 33- 3- 8
or 36.0" 0- 0- 0 33- 3- 8
BC Cont. 0- 0- 0 33- 3- 8
or 114.0" 0- 0- 0 33- 3- 8
One Continuous Lateral Brace
L -F F -C E -N
Attach CLB with (2)-10d nails
at each web.
psf-Ld Dead Live
TC 10.0 20.0
BC 10.0 0.0
TC+BC 20.0 20.0
Total 40.0 Spacing 24.0"
Lumber Duration Factor 1.15
Plate Duration Factor 1.15
TC Fb=1.15 Fc=1.10 Ft=1.10
BC Fb=1.10 Fc=1.10 Ft=1.10
Total Load Reactions (Lbs)
Jt Down Uplift Horiz-
A 1571 571 U 358 R
D 1530 542 U 360 R
Jt Brg Size Required
A 3.5" 1.9"
D 3.5" 1.8"
Plus 6 Wind Load Case(s)
Plus 8 Unbalanced Load Cases
Plus 1 LL Load Case(s)
Plus 1 BC LL Load Case(s)
Plus 1 DL Load Case(s)
Membr CSI P Lbs Axl-CSI-Bnd
----------Top Chords----------
I -L 0.79 1516 C 0.11 0.68
L -S1 0.81 1480 C 0.13 0.68
S1-B 0.60 1377 C 0.04 0.56
B -C 0.78 1179 C 0.01 0.77
C -N 0.80 1445 C 0.13 0.67
N -J 0.78 1533 C 0.11 0.67
--------Bottom Chords---------
A -K 0.31 316 T 0.00 0.31
K -S3 0.53 1277 T 0.28 0.25
S3-F 0.79 1277 T 0.28 0.51
F -E 0.82 1197 T 0.26 0.56
E -S2 0.85 1292 T 0.28 0.57
S2-M 0.58 1292 T 0.28 0.30
M -D 0.32 318 T 0.00 0.32
-------------Webs-------------
A -I 0.32 1520 C WindLd
I -K 0.56 1356 T
K -L 0.19 251 C
L -F 0.08 247 T 1 Br
F -B 0.18 398 T
F -C 0.12 166 T 1 Br
E -C 0.18 446 T
E -N 0.08 247 T 1 Br
M -N 0.20 260 C
M -J 0.56 1371 T
D -J 0.32 1478 C WindLd
TL Defl -0.28" in F -E L/999
LL Defl -0.14" in F -E L/999
Shear // Grain in B -C 0.43
Plates for each ply each face.
Plate - MT20 20 Ga, Gross Area
Plate - MT2H 20 Ga, Gross Area
Jt Type Plt Size X Y JSI
I MT20 4.0x 5.0 Ctr Ctr 0.59
L MT20 3.0x 5.0 Ctr Ctr 0.30
S1 MT20 3.0x 5.0 Ctr Ctr 0.52
B MT20 5.0x 5.0 0.9-3.1 0.33
C MT20 6.0x 6.0-1.1-3.7 0.54
N MT20 3.0x 5.0 Ctr Ctr 0.30
J MT20 4.0x 5.0 Ctr Ctr 0.97
A MT20 2.0x 4.0 Ctr Ctr 0.46
K MT20 3.0x 5.0 Ctr Ctr 0.89
S3 MT20 3.0x 5.0 Ctr Ctr 0.57
F MT20 4.0x 7.0 Ctr Ctr 0.25
E MT20 3.0x 5.0 Ctr Ctr 0.27
S2 MT20 3.0x 5.0 Ctr Ctr 0.66
M MT20 3.0x 7.0 2.0 Ctr 1.00
D MT20 2.0x 4.0 Ctr Ctr 0.36
REVIEWED BY:
MiTek USA, Inc.
6904 Parke East Blvd.
Tampa, FL 33610
REFER TO ONLINE PLUS GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by:
U.S. Housing Components
Analysis Conforms To:
IBC/IRC2006
TPI 2002
OH Loading
Soffit psf 2.0
This truss has been designed
for 20.0 psf LL on the B.C.
in areas where a rectangle
3- 6- 0 tall by
2- 0- 0 wide
will fit between the B.C.
and any other member.
Design checked for 10 psf non-
concurrent LL on BC.
Wind Loads - ANSI / ASCE 7-05
Truss is designed as a Main
Wind-Force Resistance System.
Wind Speed: 115 mph
Mean Roof Height: 25-0
Exposure Category: B
Occupancy Factor : 1.15
Building Type: Enclosed
Zone location: Exterior
TC Dead Load : 6.0 psf
BC Dead Load : 6.0 psf
Roof Snow Load per ASCE 7-05
Ground Snow Load = 20.0 psf
Rain Load = 0.0 psf
Importance Factor 1.00
Thermal Factor 1.00
Exposure Factor 1.20
Balanced Load Factor 0.84
Unbal snow loads checked
Upwnd ridge dist = 25.0 ft
Max comp. force 1533 Lbs
Max tens. force 1371 Lbs
Quality Control Factor 1.25
This truss is designed for a
creep factor of 1.5 which
is used to calculate total
load deflection.
Online Plus ' Copyright MiTekfi 1996-2015 Version 30.0.043 Engineering - Portrait 1/29/2016 2:59:14 PM Page 1 February 2,2016
BC 6-3-14 13-9-6 19-6-2 26-11-10 33-3-8
33-3-8
11-7-4
11-5-2
8
TC 10086-3-14 13-9-6 19-6-2 26-11-10 33-3-8
HO 2-5-0 HO 2-5-0
A
2x4
B
5x5
C
5x5
D
2x4E
3x5
F
4x7
G
3x5
H
3x5
I
3x5
L
3x5
M
4x5
N
4x5
S1
3x5
S2
3x5
S3
3x5
S4
3x5
W:308
R:1577
U: 570
W:308
R:1511
U: 541
ALL PLATES ARE MT2020
R_JAC-150 R11
Engineering
T7970232
Job Mark Quan
1
Type
SHPS
Span
330308
P1-H1
8
Left OH
10- 8
Right OH
0
MONTICELLO
MiTekfi Online Plus APPROX. TRUSS WEIGHT: 292.6 LBS
Scale: 0.169" = 1’
Online Plus -- Version 30.0.043
RUN DATE: 29-JAN-16
Southern Pine lumber design
values are those effective
06-01-13 by SPIB//ALSC UON
CSI -Size- ----Lumber----
TC 0.95 2x 4 SP-#2
BC 0.71 2x 4 SP-#2
WB 0.57 2x 4 SP-#3
-- 0.13 2x 4 SP-#2
B -F
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 33- 3- 8
BC Cont. 0- 0- 0 33- 3- 8
or 114.0" 0- 0- 0 33- 3- 8
One Continuous Lateral Brace
I -G B -F F -L
Attach CLB with (2)-10d nails
at each web.
psf-Ld Dead Live
TC 10.0 20.0
BC 10.0 0.0
TC+BC 20.0 20.0
Total 40.0 Spacing 24.0"
Lumber Duration Factor 1.15
Plate Duration Factor 1.15
TC Fb=1.15 Fc=1.10 Ft=1.10
BC Fb=1.10 Fc=1.10 Ft=1.10
Total Load Reactions (Lbs)
Jt Down Uplift Horiz-
A 1577 571 U 378 R
D 1512 542 U 378 R
Jt Brg Size Required
A 3.5" 1.9"
D 3.5" 1.8"
Plus 6 Wind Load Case(s)
Plus 8 Unbalanced Load Cases
Plus 1 LL Load Case(s)
Plus 1 BC LL Load Case(s)
Plus 1 DL Load Case(s)
Membr CSI P Lbs Axl-CSI-Bnd
----------Top Chords----------
M -I 0.92 1538 C 0.11 0.81
I -S1 0.93 1464 C 0.12 0.81
S1-B 0.95 1336 C 0.07 0.88
B -C 0.73 1131 C 0.01 0.72
C -S4 0.95 1324 C 0.06 0.89
S4-L 0.93 1449 C 0.12 0.81
L -N 0.92 1528 C 0.11 0.81
--------Bottom Chords---------
A -H 0.40 337 T 0.00 0.40
H -S2 0.63 1303 T 0.28 0.35
S2-G 0.71 1303 T 0.29 0.42
G -F 0.67 1140 T 0.25 0.42
F -S3 0.67 1296 T 0.28 0.39
S3-E 0.63 1296 T 0.28 0.35
E -D 0.40 337 T 0.00 0.40
-------------Webs-------------
A -M 0.33 1532 C WindLd
M -H 0.57 1383 T
H -I 0.17 225 T
I -G 0.11 279 T 1 Br
G -B 0.25 417 T
B -F 0.13 184 T 1 Br
F -C 0.25 408 T
F -L 0.12 281 T 1 Br
E -L 0.17 225 T
E -N 0.56 1375 T
D -N 0.31 1467 C WindLd
TL Defl -0.22" in H -G L/999
LL Defl -0.10" in F -E L/999
Shear // Grain in I -S1 0.33
Plates for each ply each face.
Plate - MT20 20 Ga, Gross Area
Plate - MT2H 20 Ga, Gross Area
Jt Type Plt Size X Y JSI
M MT20 4.0x 5.0 Ctr Ctr 0.60
I MT20 3.0x 5.0 Ctr Ctr 0.30
S1 MT20 3.0x 5.0 Ctr Ctr 0.66
B MT20 5.0x 5.0 Ctr-0.4 0.47
C MT20 5.0x 5.0 Ctr-0.4 0.46
S4 MT20 3.0x 5.0 Ctr Ctr 0.67
L MT20 3.0x 5.0 Ctr Ctr 0.30
N MT20 4.0x 5.0 Ctr Ctr 0.69
A MT20 2.0x 4.0 Ctr Ctr 0.47
H MT20 3.0x 5.0 Ctr Ctr 0.90
S2 MT20 3.0x 5.0 Ctr Ctr 0.42
G MT20 3.0x 5.0 Ctr Ctr 0.26
F MT20 4.0x 7.0 Ctr Ctr 0.26
S3 MT20 3.0x 5.0 Ctr Ctr 0.42
E MT20 3.0x 5.0 Ctr Ctr 0.90
D MT20 2.0x 4.0 Ctr Ctr 0.36
REVIEWED BY:
MiTek USA, Inc.
6904 Parke East Blvd.
Tampa, FL 33610
REFER TO ONLINE PLUS GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by:
U.S. Housing Components
Analysis Conforms To:
IBC/IRC2006
TPI 2002
OH Loading
Soffit psf 2.0
This truss has been designed
for 20.0 psf LL on the B.C.
in areas where a rectangle
3- 6- 0 tall by
2- 0- 0 wide
will fit between the B.C.
and any other member.
Design checked for 10 psf non-
concurrent LL on BC.
Wind Loads - ANSI / ASCE 7-05
Truss is designed as a Main
Wind-Force Resistance System.
Wind Speed: 115 mph
Mean Roof Height: 25-0
Exposure Category: B
Occupancy Factor : 1.15
Building Type: Enclosed
Zone location: Exterior
TC Dead Load : 6.0 psf
BC Dead Load : 6.0 psf
Roof Snow Load per ASCE 7-05
Ground Snow Load = 20.0 psf
Rain Load = 0.0 psf
Importance Factor 1.00
Thermal Factor 1.00
Exposure Factor 1.20
Balanced Load Factor 0.84
Unbal snow loads checked
Upwnd ridge dist = 25.0 ft
Max comp. force 1538 Lbs
Max tens. force 1383 Lbs
Quality Control Factor 1.25
This truss is designed for a
creep factor of 1.5 which
is used to calculate total
load deflection.
Online Plus ' Copyright MiTekfi 1996-2015 Version 30.0.043 Engineering - Portrait 1/29/2016 2:59:18 PM Page 1 February 2,2016
BC 10-7-10 16-7-12 22-7-14 33-3-8
33-3-8
9-7-4
9-5-2
8
TC 10085-4-11 10-9-6 16-7-12 22-6-2 27-10-13 33-3-8
HO 2-5-0 HO 2-5-0
A
4x5
B
5x5
C
5x5
D
4x5E
3x5
F
3x5
G
3x5
I
3x5
J
2x4
K
2x4
L
4x7
M
2x4
S1
4x5 S2
4x5W:308
R:1646
U: 570
W:308
R:1589
U: 541
ALL PLATES ARE MT2020
R_JAC-150 R12
Engineering
T7970233
Job Mark Quan
1
Type
SHPS
Span
330308
P1-H1
8
Left OH
10- 8
Right OH
0
MONTICELLO
MiTekfi Online Plus APPROX. TRUSS WEIGHT: 290.0 LBS
Scale: 0.180" = 1’
Online Plus -- Version 30.0.043
RUN DATE: 29-JAN-16
Southern Pine lumber design
values are those effective
06-01-13 by SPIB//ALSC UON
CSI -Size- ----Lumber----
TC 0.88 2x 4 SP-#2
BC 0.81 2x 4 SP-1850f-1.7E
-- 0.70 2x 4 SP-#2
S1-S2
WB 0.60 2x 4 SP-#3
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 33- 3- 8
or 42.0" 0- 0- 0 33- 3- 8
BC Cont. 0- 0- 0 33- 3- 8
or 120.0" 0- 0- 0 33- 3- 8
One Continuous Lateral Brace
A -G L -M I -D
Attach CLB with (2)-10d nails
at each web.
psf-Ld Dead Live
TC 10.0 20.0
BC 10.0 0.0
TC+BC 20.0 20.0
Total 40.0 Spacing 24.0"
Lumber Duration Factor 1.15
Plate Duration Factor 1.15
TC Fb=1.15 Fc=1.10 Ft=1.10
BC Fb=1.10 Fc=1.10 Ft=1.10
Total Load Reactions (Lbs)
Jt Down Uplift Horiz-
A 1646 571 U 314 R
D 1590 542 U 314 R
Jt Brg Size Required
A 3.5" 1.9"
D 3.5" 1.9"
Plus 6 Wind Load Case(s)
Plus 8 Unbalanced Load Cases
Plus 1 LL Load Case(s)
Plus 1 BC LL Load Case(s)
Plus 1 DL Load Case(s)
Membr CSI P Lbs Axl-CSI-Bnd
----------Top Chords----------
J -G 0.50 142 T 0.03 0.47
G -B 0.60 1573 C 0.13 0.47
B -M 0.88 1469 C 0.02 0.86
M -C 0.88 1469 C 0.02 0.86
C -I 0.60 1574 C 0.13 0.47
I -K 0.50 142 T 0.03 0.47
--------Bottom Chords---------
A -F 0.80 1215 T 0.15 0.65
F -S1 0.81 1305 T 0.16 0.65
S1-L 0.70 1305 T 0.29 0.41
L -S2 0.70 1305 T 0.29 0.41
S2-E 0.81 1305 T 0.16 0.65
E -D 0.80 1216 T 0.15 0.65
-------------Webs-------------
A -J 0.11 204 T WindLd
A -G 0.60 1791 C 1 Br
G -F 0.10 259 T
F -B 0.16 390 T
B -L 0.42 383 T
L -M 0.25 574 C 1 Br
L -C 0.42 383 T
E -C 0.16 393 T
E -I 0.10 258 T
I -D 0.60 1793 C 1 Br
D -K 0.06 175 T WindLd
TL Defl -0.72" in E -D L/546
LL Defl -0.35" in A -F L/999
Shear // Grain in B -M 0.40
Plates for each ply each face.
Plate - MT20 20 Ga, Gross Area
Plate - MT2H 20 Ga, Gross Area
Jt Type Plt Size X Y JSI
J MT20 2.0x 4.0 Ctr Ctr 0.25
G MT20 3.0x 5.0 Ctr Ctr 0.82
B MT20 5.0x 5.0 Ctr-0.4 0.46
M MT20 2.0x 4.0 Ctr Ctr 0.29
C MT20 5.0x 5.0 Ctr-0.4 0.46
I MT20 3.0x 5.0 Ctr Ctr 0.82
K MT20 2.0x 4.0 Ctr Ctr 0.25
A MT20 4.0x 5.0 Ctr Ctr 0.56
F MT20 3.0x 5.0 Ctr Ctr 0.26
S1 MT20 4.0x 5.0 Ctr 0.2 0.57
L MT20 4.0x 7.0 Ctr Ctr 0.26
S2 MT20 4.0x 5.0 Ctr 0.2 0.57
E MT20 3.0x 5.0 Ctr Ctr 0.26
D MT20 4.0x 5.0 Ctr Ctr 0.56
REVIEWED BY:
MiTek USA, Inc.
6904 Parke East Blvd.
Tampa, FL 33610
REFER TO ONLINE PLUS GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by:
U.S. Housing Components
Analysis Conforms To:
IBC/IRC2006
TPI 2002
OH Loading
Soffit psf 2.0
This truss has been designed
for 20.0 psf LL on the B.C.
in areas where a rectangle
3- 6- 0 tall by
2- 0- 0 wide
will fit between the B.C.
and any other member.
Design checked for 10 psf non-
concurrent LL on BC.
Wind Loads - ANSI / ASCE 7-05
Truss is designed as a Main
Wind-Force Resistance System.
Wind Speed: 115 mph
Mean Roof Height: 25-0
Exposure Category: B
Occupancy Factor : 1.15
Building Type: Enclosed
Zone location: Exterior
TC Dead Load : 6.0 psf
BC Dead Load : 6.0 psf
Roof Snow Load per ASCE 7-05
Ground Snow Load = 20.0 psf
Rain Load = 0.0 psf
Importance Factor 1.00
Thermal Factor 1.00
Exposure Factor 1.20
Balanced Load Factor 0.84
Unbal snow loads checked
Upwnd ridge dist = 25.0 ft
Max comp. force 1793 Lbs
Max tens. force 1305 Lbs
Quality Control Factor 1.25
This truss is designed for a
creep factor of 1.5 which
is used to calculate total
load deflection.
Online Plus ' Copyright MiTekfi 1996-2015 Version 30.0.043 Engineering - Portrait 1/29/2016 2:59:22 PM Page 1 February 2,2016
BC 7-7-10 13-7-11 19-7-13 25-6-2 33-3-8
33-3-8
7-7-4
7-5-2
8
TC 10083-10-11 7-9-6 13-7-11 19-7-13 25-6-2 29-4-13 33-3-8
HO 2-5-0 HO 2-5-0
A
6x8
B
5x5
C
5x5
D
6x8F
5x8
I
7x8
J
3x7
N
3x5
O
2x4
P
2x4
Q
5x8
R
7x8
S
3x5
T
2x4
S1
7x8
S2
7x8
S3
3x5
W:308
R:2760
U:1071
HGR
R:2003
U: 761
ALL PLATES ARE MT2020
R_JAC-150 R13
Engineering
T7970234
Job Mark Quan
1
Type
SHPS
Span
330308
P1-H1
8
Left OH
10- 8
Right OH
0
MONTICELLO
MiTekfi Online Plus APPROX. TRUSS WEIGHT: 398.9 LBS
Scale: 0.180" = 1’
Online Plus -- Version 30.0.043
RUN DATE: 29-JAN-16
Southern Pine lumber design
values are those effective
06-01-13 by SPIB//ALSC UON
CSI -Size- ----Lumber----
TC 0.96 2x 4 SP-#2
-- 0.63 2x 4 SP-1850f-1.7E
B -S3
BC 0.96 2x12 SP-#2
WB 0.74 2x 4 SP-#2
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 33- 3- 8
BC Cont. 0- 0- 0 33- 3- 8
or 114.0" 0- 0- 0 33- 3- 8
One Continuous Lateral Brace
A -J S -Q N -D
Attach CLB with (2)-10d nails
at each web.
psf-Ld Dead Live
TC 10.0 20.0
BC 10.0 0.0
TC+BC 20.0 20.0
Total 40.0 Spacing 24.0"
Lumber Duration Factor 1.15
Plate Duration Factor 1.15
TC Fb=1.00 Fc=1.00 Ft=1.00
BC Fb=1.00 Fc=1.00 Ft=1.00
Total Load Reactions (Lbs)
Jt Down Uplift Horiz-
A 2760 1071 U 236 R
D 2004 762 U 236 R
Jt Brg Size Required
A 3.5" 3.3"
D 3.5" 2.4"
LC# 1 BCLS & Snow Load
Dur Fctrs - Lbr 1.15 Plt 1.15
plf - Dead Live* From To
TC V 20 40 0.0’ 33.3’
BC V 20 0 0.0’ 33.3’
BC V 29 29 7.6’ 11.2’
BC V 0 40 7.8’ 10.1’
BC V 0 40 13.8’ 16.1’
BC V 0 40 23.2’ 25.5’
BC V 200 200 7.6’ CL-LB
BC V 582 582 11.2’ CL-LB
Plus 6 Wind Load Case(s)
Plus 8 Unbalanced Load Cases
Plus 1 LL Load Case(s)
Plus 1 DL Load Case(s)
Membr CSI P Lbs Axl-CSI-Bnd
----------Top Chords----------
O -J 0.29 111 T 0.00 0.29
J -B 0.74 3185 C 0.16 0.58
B -S 0.63 3484 C 0.12 0.51
S -S3 0.48 2878 C 0.06 0.42
S3-T 0.75 2878 C 0.10 0.65
T -C 0.96 2878 C 0.16 0.80
C -N 0.48 2235 C 0.06 0.42
N -P 0.32 109 T 0.02 0.30
--------Bottom Chords---------
A -I 0.33 2180 T 0.24 0.09
I -S1 0.96 2668 T 0.30 0.66
S1-R 0.71 2668 T 0.30 0.41
R -Q 0.61 3484 T 0.39 0.22
Q -S2 0.32 1879 T 0.21 0.11
S2-F 0.32 1879 T 0.21 0.11
F -D 0.23 1564 T 0.17 0.06
-------------Webs-------------
A -O 0.04 170 C WindLd
A -J 0.56 3347 C 1 Br
J -I 0.20 849 T
I -B 0.18 745 T
B -R 0.59 1227 T
R -S 0.12 518 T
S -Q 0.34 961 C 1 Br
Q -T 0.32 439 C
Q -C 0.74 1502 T
F -C 0.14 184 C
F -N 0.13 568 T
N -D 0.40 2400 C 1 Br
D -P 0.02 134 T WindLd
TL Defl -0.28" in I -R L/999
LL Defl -0.12" in I -R L/999
Shear // Grain in S1-R 0.39
Plates for each ply each face.
Plate - MT20 20 Ga, Gross Area
Plate - MT2H 20 Ga, Gross Area
Jt Type Plt Size X Y JSI
O MT20 2.0x 4.0 Ctr Ctr 0.25
J MT20 3.0x 7.0-0.8-0.6 0.89
B MT20 5.0x 5.0 Ctr-0.4 0.66
S MT20 3.0x 5.0 Ctr Ctr 0.40
S3 MT20 3.0x 5.0 Ctr Ctr 0.40
T MT20 2.0x 4.0 Ctr Ctr 0.29
C MT20 5.0x 5.0 Ctr-0.4 0.81
N MT20 3.0x 5.0 0.8-0.6 0.82
P MT20 2.0x 4.0 Ctr Ctr 0.25
A MT20 6.0x 8.0 0.5 Ctr 0.94
I MT20 7.0x 8.0-0.5-2.1 0.40
S1 MT20 7.0x 8.0 Ctr Ctr 0.71
R MT20 7.0x 8.0-0.5-2.1 0.60
Q MT20 5.0x 8.0 Ctr Ctr 0.54
S2 MT20 7.0x 8.0 Ctr Ctr 0.53
F MT20 5.0x 8.0 0.5 Ctr 0.14
D MT20 6.0x 8.0-0.5 Ctr 0.67
REVIEWED BY:
MiTek USA, Inc.
6904 Parke East Blvd.
Tampa, FL 33610
REFER TO ONLINE PLUS GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by:
U.S. Housing Components
Analysis Conforms To:
IBC/IRC2006
TPI 2002
OH Loading
Soffit psf 2.0
This truss has been designed
for 20.0 psf LL on the B.C.
in areas where a rectangle
3- 6- 0 tall by
2- 0- 0 wide
will fit between the B.C.
and any other member.
Design checked for 10 psf non-
concurrent LL on BC.
Wind Loads - ANSI / ASCE 7-05
Truss is designed as a Main
Wind-Force Resistance System.
Wind Speed: 115 mph
Mean Roof Height: 25-0
Exposure Category: B
Occupancy Factor : 1.15
Building Type: Enclosed
Zone location: Exterior
TC Dead Load : 6.0 psf
BC Dead Load : 6.0 psf
Roof Snow Load per ASCE 7-05
Ground Snow Load = 20.0 psf
Rain Load = 0.0 psf
Importance Factor 1.00
Thermal Factor 1.00
Exposure Factor 1.20
Balanced Load Factor 0.84
Unbal snow loads checked
Upwnd ridge dist = 25.0 ft
Max comp. force 3484 Lbs
Max tens. force 3484 Lbs
Quality Control Factor 1.25
This truss is designed for a
creep factor of 1.5 which
is used to calculate total
load deflection.
Online Plus ' Copyright MiTekfi 1996-2015 Version 30.0.043 Engineering - Portrait 1/29/2016 2:59:26 PM Page 1
This truss is NOT symmetric.
Proper orientation is essential.
February 2,2016
BC 8-3-11 16-9-5 22-0-0
22-0-0
7-11-7
8
TC 3-3-12 8-3-11 11-10-1 16-9-5 22-0-0
HO 2-5-0 HO 5-5-1
A
3x4
B
4x4
C
4x5
D
3x4
E
1x4
I
1x4
J
3x7
K
3x6
L
3x4 M
1x4
S1
3x4
W:308
R: 880
U: 345
HGR
R: 949
U: 370
ALL PLATES ARE MT2020
R_JAC-150 R14
Engineering
T7970235
Job Mark Quan
1
Type
SP
Span
220000
P1-H1
8
Left OH
0
Right OH
0
MONTICELLO
MiTekfi Online Plus APPROX. TRUSS WEIGHT: 182.5 LBS
Scale: 0.255" = 1’
Online Plus -- Version 30.0.043
RUN DATE: 29-JAN-16
Southern Pine lumber design
values are those effective
06-01-13 by SPIB//ALSC UON
CSI -Size- ----Lumber----
TC 0.63 2x 4 SP-#2
BC 0.74 2x 4 SP-#2
WB 0.51 2x 4 SP-#3
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 22- 0- 0
or 48.0" 0- 0- 0 22- 0- 0
BC Cont. 0- 0- 0 22- 0- 0
or 114.0" 0- 0- 0 22- 0- 0
psf-Ld Dead Live
TC 10.0 20.0
BC 10.0 0.0
TC+BC 20.0 20.0
Total 40.0 Spacing 24.0"
Lumber Duration Factor 1.15
Plate Duration Factor 1.15
TC Fb=1.15 Fc=1.10 Ft=1.10
BC Fb=1.10 Fc=1.10 Ft=1.10
Total Load Reactions (Lbs)
Jt Down Uplift Horiz-
A 880 346 U 247 R
E 950 370 U 325 R
Jt Brg Size Required
A 3.5" 1.5"
E 3.5" 1.5"
Plus 6 Wind Load Case(s)
Plus 7 Unbalanced Load Cases
Plus 1 LL Load Case(s)
Plus 1 DL Load Case(s)
Membr CSI P Lbs Axl-CSI-Bnd
----------Top Chords----------
I -L 0.32 93 T 0.02 0.30
L -B 0.37 736 C 0.07 0.30
B -C 0.24 731 C 0.08 0.16
C -M 0.63 733 C 0.00 0.63
M -D 0.63 733 C 0.00 0.63
--------Bottom Chords---------
A -K 0.69 547 T 0.06 0.63
K -S1 0.74 908 T 0.11 0.63
S1-J 0.48 908 T 0.11 0.37
J -E 0.37 228 T 0.00 0.37
-------------Webs-------------
A -I 0.07 100 T WindLd
A -L 0.51 923 C
L -K 0.05 163 T
K -B 0.30 565 T
K -C 0.43 560 C
C -J 0.27 284 C
J -M 0.25 495 C
J -D 0.43 1041 T
E -D 0.47 912 C WindLd
TL Defl -0.28" in A -K L/916
LL Defl -0.13" in A -K L/999
Shear // Grain in M -D 0.35
Plates for each ply each face.
Plate - MT20 20 Ga, Gross Area
Plate - MT2H 20 Ga, Gross Area
Jt Type Plt Size X Y JSI
I MT20 1.0x 4.0 Ctr Ctr 0.50
L MT20 3.0x 4.0 Ctr Ctr 0.74
B MT20 4.0x 4.0 Ctr Ctr 0.42
C MT20 4.0x 5.0-0.3-2.2 0.67
M MT20 1.0x 4.0 Ctr Ctr 0.58
D MT20 3.0x 4.0 Ctr Ctr 0.70
A MT20 3.0x 4.0 Ctr Ctr 0.46
K MT20 3.0x 6.0 Ctr Ctr 0.47
S1 MT20 3.0x 4.0 Ctr Ctr 0.39
J MT20 3.0x 7.0 0.5 Ctr 0.64
E MT20 1.0x 4.0 Ctr Ctr 0.58
REVIEWED BY:
MiTek USA, Inc.
6904 Parke East Blvd.
Tampa, FL 33610
REFER TO ONLINE PLUS GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by:
U.S. Housing Components
Analysis Conforms To:
IBC/IRC2006
TPI 2002
This truss has been designed
for 20.0 psf LL on the B.C.
in areas where a rectangle
3- 6- 0 tall by
2- 0- 0 wide
will fit between the B.C.
and any other member.
Design checked for 10 psf non-
concurrent LL on BC.
Wind Loads - ANSI / ASCE 7-05
Truss is designed as a Main
Wind-Force Resistance System.
Wind Speed: 115 mph
Mean Roof Height: 25-0
Exposure Category: B
Occupancy Factor : 1.15
Building Type: Enclosed
Zone location: Exterior
TC Dead Load : 6.0 psf
BC Dead Load : 6.0 psf
Roof Snow Load per ASCE 7-05
Ground Snow Load = 20.0 psf
Rain Load = 0.0 psf
Importance Factor 1.00
Thermal Factor 1.00
Exposure Factor 1.20
Balanced Load Factor 0.84
Unbal snow loads checked
Upwnd ridge dist = 25.0 ft
Max comp. force 923 Lbs
Max tens. force 1041 Lbs
Quality Control Factor 1.25
This truss is designed for a
creep factor of 1.5 which
is used to calculate total
load deflection.
Online Plus ' Copyright MiTekfi 1996-2015 Version 30.0.043 Engineering - Portrait 1/29/2016 2:59:29 PM Page 1 February 2,2016
BC 8-3-11 14-8-5 22-0-0
22-0-0
7-11-7
8
TC 3-3-12 8-3-11 14-10-1 22-0-0
HO 2-5-0 HO 3-5-1
A
3x4
B
4x4
C
4x6
D
3x4
E
1x4
H
1x4
J
3x7
K
3x4
L
3x4
S1
3x4
W:308
R: 880
U: 354
HGR
R: 880
U: 361
ALL PLATES ARE MT2020
R_JAC-150 R15
Engineering
T7970236
Job Mark Quan
1
Type
SP
Span
220000
P1-H1
8
Left OH
0
Right OH
0
MONTICELLO
MiTekfi Online Plus APPROX. TRUSS WEIGHT: 166.6 LBS
Scale: 0.255" = 1’
Online Plus -- Version 30.0.043
RUN DATE: 29-JAN-16
Southern Pine lumber design
values are those effective
06-01-13 by SPIB//ALSC UON
CSI -Size- ----Lumber----
TC 0.88 2x 4 SP-1850f-1.7E
-- 0.70 2x 4 SP-#2
H -B B -C
BC 0.67 2x 4 SP-#2
WB 0.83 2x 4 SP-#3
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 22- 0- 0
or 42.0" 0- 0- 0 22- 0- 0
BC Cont. 0- 0- 0 22- 0- 0
or 90.0" 0- 0- 0 22- 0- 0
psf-Ld Dead Live
TC 10.0 20.0
BC 10.0 0.0
TC+BC 20.0 20.0
Total 40.0 Spacing 24.0"
Lumber Duration Factor 1.15
Plate Duration Factor 1.15
TC Fb=1.15 Fc=1.10 Ft=1.10
BC Fb=1.10 Fc=1.10 Ft=1.10
Total Load Reactions (Lbs)
Jt Down Uplift Horiz-
A 880 355 U 255 R
E 880 361 U 281 R
Jt Brg Size Required
A 3.5" 1.5"
E 3.5" 1.5"
Plus 6 Wind Load Case(s)
Plus 7 Unbalanced Load Cases
Plus 1 LL Load Case(s)
Plus 1 DL Load Case(s)
Membr CSI P Lbs Axl-CSI-Bnd
----------Top Chords----------
H -K 0.31 96 T 0.01 0.30
K -B 0.38 732 C 0.08 0.30
B -C 0.70 747 C 0.00 0.70
C -D 0.88 1351 C 0.01 0.87
--------Bottom Chords---------
A -J 0.56 542 T 0.06 0.50
J -S1 0.67 1364 T 0.17 0.50
S1-L 0.51 1364 T 0.17 0.34
L -E 0.39 221 T 0.00 0.39
-------------Webs-------------
A -H 0.07 106 T WindLd
A -K 0.50 915 C
K -J 0.06 165 T
J -B 0.23 530 T
J -C 0.83 849 C
L -C 0.12 454 C
L -D 0.69 1474 T
E -D 0.21 814 C WindLd
TL Defl -0.36" in A -J L/714
LL Defl -0.17" in A -J L/999
Shear // Grain in C -D 0.40
Plates for each ply each face.
Plate - MT20 20 Ga, Gross Area
Plate - MT2H 20 Ga, Gross Area
Jt Type Plt Size X Y JSI
H MT20 1.0x 4.0 Ctr Ctr 0.50
K MT20 3.0x 4.0 Ctr Ctr 0.73
B MT20 4.0x 4.0 Ctr Ctr 0.42
C MT20 4.0x 6.0-1.5-1.4 0.67
D MT20 3.0x 4.0-0.5-0.2 0.85
A MT20 3.0x 4.0 Ctr Ctr 0.45
J MT20 3.0x 7.0 Ctr Ctr 0.57
S1 MT20 3.0x 4.0 Ctr Ctr 0.50
L MT20 3.0x 4.0 0.5 Ctr 0.91
E MT20 1.0x 4.0 Ctr Ctr 0.58
REVIEWED BY:
MiTek USA, Inc.
6904 Parke East Blvd.
Tampa, FL 33610
REFER TO ONLINE PLUS GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by:
U.S. Housing Components
Analysis Conforms To:
IBC/IRC2006
TPI 2002
This truss has been designed
for 20.0 psf LL on the B.C.
in areas where a rectangle
3- 6- 0 tall by
2- 0- 0 wide
will fit between the B.C.
and any other member.
Design checked for 10 psf non-
concurrent LL on BC.
Wind Loads - ANSI / ASCE 7-05
Truss is designed as a Main
Wind-Force Resistance System.
Wind Speed: 115 mph
Mean Roof Height: 25-0
Exposure Category: B
Occupancy Factor : 1.15
Building Type: Enclosed
Zone location: Exterior
TC Dead Load : 6.0 psf
BC Dead Load : 6.0 psf
Roof Snow Load per ASCE 7-05
Ground Snow Load = 20.0 psf
Rain Load = 0.0 psf
Importance Factor 1.00
Thermal Factor 1.00
Exposure Factor 1.20
Balanced Load Factor 0.84
Unbal snow loads checked
Upwnd ridge dist = 25.0 ft
Max comp. force 1351 Lbs
Max tens. force 1474 Lbs
Quality Control Factor 1.25
This truss is designed for a
creep factor of 1.5 which
is used to calculate total
load deflection.
Online Plus ' Copyright MiTekfi 1996-2015 Version 30.0.043 Engineering - Portrait 1/29/2016 2:59:32 PM Page 1 February 2,2016
BC 4-3-12 13-11-13 22-3-8
22-3-8
9-11-10
2-0-2D2-0-2C
8
6
TC 4-5-8 9-1-6 13-11-13 18-10-4 22-3-8
HO 7-12 HO 2-5-1
A
3x5
B
4x4
C
3x4D
5x8
E
3x6
F
1x4
G
4x5
H
3x4
I
1x4
S1
3x4
S2
3x4
W:308
R: 891
U: 351
W:308
R: 891
U: 374
ALL PLATES ARE MT2020
R_JAC-150 R16
Engineering
T7970237
Job Mark Quan
7
Type
SP
Span
220308
P1-H1
8
Left OH
0
Right OH
0
MONTICELLO
MiTekfi Online Plus APPROX. TRUSS WEIGHT: 163.4 LBS
Scale: 0.211" = 1’
Online Plus -- Version 30.0.043
RUN DATE: 29-JAN-16
Southern Pine lumber design
values are those effective
06-01-13 by SPIB//ALSC UON
CSI -Size- ----Lumber----
TC 0.65 2x 4 SP-#2
BC 0.98 2x 6 SP-#2
-- 0.89 2x 4 SP-#2
D -S1 S1-C
WB 0.76 2x 4 SP-#3
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 22- 3- 8
or 30.0" 0- 0- 0 22- 3- 8
BC Cont. 0- 0- 0 22- 3- 8
or 72.0" 0- 0- 0 22- 3- 8
psf-Ld Dead Live
TC 10.0 20.0
BC 10.0 0.0
TC+BC 20.0 20.0
Total 40.0 Spacing 24.0"
Lumber Duration Factor 1.15
Plate Duration Factor 1.15
TC Fb=1.15 Fc=1.10 Ft=1.10
BC Fb=1.10 Fc=1.10 Ft=1.10
Total Load Reactions (Lbs)
Jt Down Uplift Horiz-
A 892 351 U 243 R
C 892 375 U 295 R
Jt Brg Size Required
A 3.5" 1.5"
C 3.5" 1.5"
Plus 6 Wind Load Case(s)
Plus 2 Unbalanced Load Cases
Plus 1 LL Load Case(s)
Plus 1 DL Load Case(s)
Membr CSI P Lbs Axl-CSI-Bnd
----------Top Chords----------
A -F 0.61 2995 C 0.09 0.52
F -S2 0.64 2947 C 0.14 0.50
S2-G 0.65 2869 C 0.28 0.37
G -B 0.45 763 C 0.08 0.37
B -H 0.36 755 C 0.08 0.28
H -I 0.31 98 T 0.01 0.30
--------Bottom Chords---------
A -D 0.98 2649 T 0.42 0.56
D -S1 0.57 1079 T 0.13 0.44
S1-E 0.89 1079 T 0.13 0.76
E -C 0.82 563 T 0.06 0.76
-------------Webs-------------
D -F 0.08 237 T
D -G 0.76 1858 T
G -E 0.51 612 C
E -B 0.32 571 T
E -H 0.06 163 T
H -C 0.52 939 C
C -I 0.05 108 T WindLd
TL Defl -0.66" in D -E L/397
LL Defl -0.24" in D -E L/999
Hz Disp LL DL TL
Jt C 0.11" 0.16" 0.28"
Shear // Grain in A -F 0.24
Plates for each ply each face.
Plate - MT20 20 Ga, Gross Area
Plate - MT2H 20 Ga, Gross Area
Jt Type Plt Size X Y JSI
A MT20 3.0x 5.0 Ctr Ctr 0.96
F MT20 1.0x 4.0 Ctr Ctr 0.47
S2 MT20 3.0x 4.0 Ctr Ctr 0.77
G MT20 4.0x 5.0-1.1-1.0 0.98
B MT20 4.0x 4.0 Ctr Ctr 0.42
H MT20 3.0x 4.0 Ctr Ctr 0.51
I MT20 1.0x 4.0 Ctr Ctr 0.50
D MT20 5.0x 8.0 2.0-1.0 0.98
S1 MT20 3.0x 4.0 Ctr Ctr 0.79
E MT20 3.0x 6.0 Ctr Ctr 0.53
C MT20 3.0x 4.0 Ctr Ctr 0.46
REVIEWED BY:
MiTek USA, Inc.
6904 Parke East Blvd.
Tampa, FL 33610
REFER TO ONLINE PLUS GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by:
U.S. Housing Components
Analysis Conforms To:
IBC/IRC2006
TPI 2002
This truss has been designed
for 20.0 psf LL on the B.C.
in areas where a rectangle
3- 6- 0 tall by
2- 0- 0 wide
will fit between the B.C.
and any other member.
Design checked for 10 psf non-
concurrent LL on BC.
Wind Loads - ANSI / ASCE 7-05
Truss is designed as a Main
Wind-Force Resistance System.
Wind Speed: 115 mph
Mean Roof Height: 25-0
Exposure Category: B
Occupancy Factor : 1.15
Building Type: Enclosed
Zone location: Exterior
TC Dead Load : 6.0 psf
BC Dead Load : 6.0 psf
Roof Snow Load per ASCE 7-05
Ground Snow Load = 20.0 psf
Rain Load = 0.0 psf
Importance Factor 1.00
Thermal Factor 1.00
Exposure Factor 1.20
Balanced Load Factor 0.76
Unbal snow loads checked
Par-to-ridge not req’d
Max comp. force 2995 Lbs
Max tens. force 2649 Lbs
Quality Control Factor 1.25
This truss is designed for a
creep factor of 1.5 which
is used to calculate total
load deflection.
Online Plus ' Copyright MiTekfi 1996-2015 Version 30.0.043 Engineering - Portrait 1/29/2016 2:59:35 PM Page 1 February 2,2016
BC 4-3-12 12-5-9 15-6-0 22-3-8
22-3-8
9-0-10
8-10-8
2-0-2E
2-0-2D
8
6
TC 4-5-8 8-8-15 12-7-5 15-4-4 22-3-8
HO 7-12 HO 2-5-0
A
3x5
B
5x5
C
4x4
D
1x4E
5x8
I
3x4
J
3x6
K
3x4
L
1x4
M
5x6
S1
3x4
W:308
R: 901
U: 351
W:308
R: 982
U: 374
ALL PLATES ARE MT2020
R_JAC-150 R17
Engineering
T7970238
Job Mark Quan
1
Type
SP
Span
220308
P1-H1
8
Left OH
0
Right OH
0
MONTICELLO
MiTekfi Online Plus APPROX. TRUSS WEIGHT: 174.3 LBS
Scale: 0.229" = 1’
Online Plus -- Version 30.0.043
RUN DATE: 29-JAN-16
Southern Pine lumber design
values are those effective
06-01-13 by SPIB//ALSC UON
CSI -Size- ----Lumber----
TC 0.63 2x 4 SP-#2
-- 0.59 2x 4 SP-1850f-1.7E
C -I
BC 0.74 2x 6 SP-#1
-- 0.50 2x 4 SP-#2
E -S1 S1-D
WB 0.75 2x 4 SP-#3
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 22- 3- 8
or 30.0" 0- 0- 0 22- 3- 8
BC Cont. 0- 0- 0 22- 3- 8
or 78.0" 0- 0- 0 22- 3- 8
psf-Ld Dead Live
TC 10.0 20.0
BC 10.0 0.0
TC+BC 20.0 20.0
Total 40.0 Spacing 24.0"
Lumber Duration Factor 1.15
Plate Duration Factor 1.15
TC Fb=1.15 Fc=1.10 Ft=1.10
BC Fb=1.10 Fc=1.10 Ft=1.10
Total Load Reactions (Lbs)
Jt Down Uplift Horiz-
A 902 351 U 214 R
D 983 375 U 267 R
Jt Brg Size Required
A 3.5" 1.5"
D 3.5" 1.5"
Plus 6 Wind Load Case(s)
Plus 8 Unbalanced Load Cases
Plus 1 LL Load Case(s)
Plus 1 DL Load Case(s)
Membr CSI P Lbs Axl-CSI-Bnd
----------Top Chords----------
A -L 0.59 3103 C 0.09 0.50
L -M 0.63 3007 C 0.14 0.49
M -B 0.44 957 C 0.01 0.43
B -C 0.35 692 C 0.08 0.27
C -I 0.59 816 C 0.01 0.58
--------Bottom Chords---------
A -E 0.74 2742 T 0.29 0.45
E -S1 0.50 1212 T 0.27 0.23
S1-K 0.50 1212 T 0.27 0.23
K -J 0.46 772 T 0.09 0.37
J -D 0.33 225 T 0.00 0.33
-------------Webs-------------
E -L 0.08 229 T
E -M 0.75 1824 T
M -K 0.38 647 C
K -B 0.24 598 T
B -J 0.22 230 C
J -C 0.06 194 T
J -I 0.30 728 T
D -I 0.20 923 C WindLd
TL Defl -0.51" in E -K L/506
LL Defl -0.19" in A -E L/999
Hz Disp LL DL TL
Jt D 0.11" 0.15" 0.27"
Shear // Grain in C -I 0.33
Plates for each ply each face.
Plate - MT20 20 Ga, Gross Area
Plate - MT2H 20 Ga, Gross Area
Jt Type Plt Size X Y JSI
A MT20 3.0x 5.0 Ctr Ctr 1.00
L MT20 1.0x 4.0 Ctr Ctr 0.47
M MT20 5.0x 6.0-2.3-1.6 0.99
B MT20 5.0x 5.0 Ctr-0.4 0.49
C MT20 4.0x 4.0 Ctr Ctr 0.58
I MT20 3.0x 4.0 Ctr Ctr 0.71
E MT20 5.0x 8.0 2.0-1.0 0.97
S1 MT20 3.0x 4.0 Ctr Ctr 0.58
K MT20 3.0x 4.0 Ctr Ctr 0.46
J MT20 3.0x 6.0 Ctr Ctr 0.72
D MT20 1.0x 4.0 Ctr Ctr 0.58
REVIEWED BY:
MiTek USA, Inc.
6904 Parke East Blvd.
Tampa, FL 33610
REFER TO ONLINE PLUS GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by:
U.S. Housing Components
Analysis Conforms To:
IBC/IRC2006
TPI 2002
This truss has been designed
for 20.0 psf LL on the B.C.
in areas where a rectangle
3- 6- 0 tall by
2- 0- 0 wide
will fit between the B.C.
and any other member.
Design checked for 10 psf non-
concurrent LL on BC.
Wind Loads - ANSI / ASCE 7-05
Truss is designed as a Main
Wind-Force Resistance System.
Wind Speed: 115 mph
Mean Roof Height: 25-0
Exposure Category: B
Occupancy Factor : 1.15
Building Type: Enclosed
Zone location: Exterior
TC Dead Load : 6.0 psf
BC Dead Load : 6.0 psf
Roof Snow Load per ASCE 7-05
Ground Snow Load = 20.0 psf
Rain Load = 0.0 psf
Importance Factor 1.00
Thermal Factor 1.00
Exposure Factor 1.20
Balanced Load Factor 0.84
Unbal snow loads checked
Upwnd ridge dist = 25.0 ft
Max comp. force 3103 Lbs
Max tens. force 2742 Lbs
Quality Control Factor 1.25
This truss is designed for a
creep factor of 1.5 which
is used to calculate total
load deflection.
Online Plus ' Copyright MiTekfi 1996-2015 Version 30.0.043 Engineering - Portrait 1/29/2016 2:59:39 PM Page 1 February 2,2016
BC 4-3-12 9-7-5 18-6-0 22-3-8
22-3-8
7-0-10
6-10-8
2-0-2E2-0-2D
8
6
TC 4-5-8 9-7-5 18-4-4 22-3-8
HO 7-12 HO 2-5-0
A
3x5
B
4x4
C
5x5
D
1x4E
5x5
F
3x8
G
3x4
H
3x4
I
3x4
S1
3x4
W:308
R: 891
U: 351
W:308
R: 891
U: 374
ALL PLATES ARE MT2020
R_JAC-150 R18
Engineering
T7970239
Job Mark Quan
1
Type
SP
Span
220308
P1-H1
8
Left OH
0
Right OH
0
MONTICELLO
MiTekfi Online Plus APPROX. TRUSS WEIGHT: 153.3 LBS
Scale: 0.273" = 1’
Online Plus -- Version 30.0.043
RUN DATE: 29-JAN-16
Southern Pine lumber design
values are those effective
06-01-13 by SPIB//ALSC UON
CSI -Size- ----Lumber----
TC 0.97 2x 4 SP-1850f-1.7E
-- 0.82 2x 4 SP-#2
A -B C -H
BC 0.98 2x 6 SP-#2
-- 0.81 2x 4 SP-#2
E -S1 S1-D
WB 0.74 2x 4 SP-#3
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 22- 3- 8
BC Cont. 0- 0- 0 22- 3- 8
or 60.0" 0- 0- 0 22- 3- 8
psf-Ld Dead Live
TC 10.0 20.0
BC 10.0 0.0
TC+BC 20.0 20.0
Total 40.0 Spacing 24.0"
Lumber Duration Factor 1.15
Plate Duration Factor 1.15
TC Fb=1.15 Fc=1.10 Ft=1.10
BC Fb=1.10 Fc=1.10 Ft=1.10
Total Load Reactions (Lbs)
Jt Down Uplift Horiz-
A 892 351 U 155 R
D 892 374 U 207 R
Jt Brg Size Required
A 3.5" 1.5"
D 3.5" 1.5"
Plus 6 Wind Load Case(s)
Plus 8 Unbalanced Load Cases
Plus 1 LL Load Case(s)
Plus 1 DL Load Case(s)
Membr CSI P Lbs Axl-CSI-Bnd
----------Top Chords----------
A -G 0.56 2892 C 0.09 0.47
G -B 0.82 1291 C 0.01 0.81
B -C 0.97 1104 C 0.01 0.96
C -H 0.76 756 C 0.00 0.76
--------Bottom Chords---------
A -E 0.98 2549 T 0.40 0.58
E -F 0.81 2373 T 0.52 0.29
F -S1 0.55 671 T 0.08 0.47
S1-I 0.56 671 T 0.08 0.48
I -D 0.48 171 T 0.00 0.48
-------------Webs-------------
E -G 0.43 1040 T
G -F 0.74 1420 C
F -B 0.12 379 T
F -C 0.44 502 T
I -C 0.11 246 C
I -H 0.32 775 T
D -H 0.19 881 C WindLd
TL Defl -0.45" in F -I L/579
LL Defl -0.18" in F -I L/999
Hz Disp LL DL TL
Jt D 0.10" 0.15" 0.25"
Shear // Grain in B -C 0.50
Plates for each ply each face.
Plate - MT20 20 Ga, Gross Area
Plate - MT2H 20 Ga, Gross Area
Jt Type Plt Size X Y JSI
A MT20 3.0x 5.0 Ctr Ctr 0.93
G MT20 3.0x 4.0-0.4-0.3 0.74
B MT20 4.0x 4.0 Ctr Ctr 0.58
C MT20 5.0x 5.0 Ctr-0.4 0.47
H MT20 3.0x 4.0 Ctr Ctr 0.68
E MT20 5.0x 5.0 Ctr-1.0 0.63
F MT20 3.0x 8.0-0.5 Ctr 0.64
S1 MT20 3.0x 4.0 Ctr Ctr 0.44
I MT20 3.0x 4.0 Ctr Ctr 0.50
D MT20 1.0x 4.0 Ctr Ctr 0.58
REVIEWED BY:
MiTek USA, Inc.
6904 Parke East Blvd.
Tampa, FL 33610
REFER TO ONLINE PLUS GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by:
U.S. Housing Components
Analysis Conforms To:
IBC/IRC2006
TPI 2002
This truss has been designed
for 20.0 psf LL on the B.C.
in areas where a rectangle
3- 6- 0 tall by
2- 0- 0 wide
will fit between the B.C.
and any other member.
Design checked for 10 psf non-
concurrent LL on BC.
Wind Loads - ANSI / ASCE 7-05
Truss is designed as a Main
Wind-Force Resistance System.
Wind Speed: 115 mph
Mean Roof Height: 25-0
Exposure Category: B
Occupancy Factor : 1.15
Building Type: Enclosed
Zone location: Exterior
TC Dead Load : 6.0 psf
BC Dead Load : 6.0 psf
Roof Snow Load per ASCE 7-05
Ground Snow Load = 20.0 psf
Rain Load = 0.0 psf
Importance Factor 1.00
Thermal Factor 1.00
Exposure Factor 1.20
Balanced Load Factor 0.84
Unbal snow loads checked
Upwnd ridge dist = 25.0 ft
Max comp. force 2892 Lbs
Max tens. force 2549 Lbs
Quality Control Factor 1.25
This truss is designed for a
creep factor of 1.5 which
is used to calculate total
load deflection.
Online Plus ' Copyright MiTekfi 1996-2015 Version 30.0.043 Engineering - Portrait 1/29/2016 2:59:43 PM Page 1 February 2,2016
BC 4-3-12 13-11-13 22-3-8
22-3-8
5-0-10
4-10-8
2-0-2E
2-0-2D
8
6
TC 4-5-8 6-7-5 13-11-13 21-4-4 220308HO 7-12 HO 2-5-0
A
3x5
B
4x6
C
6x6
D
3x4E
5x8
F
4x9
G
1x4
H
1x4
I
1x4
S1
3x4
W:308
R: 891
U: 351
W:308
R:1006
U: 374
ALL PLATES ARE MT2020
R_JAC-150 R19
Engineering
T7970240
Job Mark Quan
1
Type
SP
Span
220308
P1-H1
8
Left OH
0
Right OH
0
MONTICELLO
MiTekfi Online Plus APPROX. TRUSS WEIGHT: 143.1 LBS
Scale: 0.273" = 1’
Online Plus -- Version 30.0.043
RUN DATE: 29-JAN-16
Southern Pine lumber design
values are those effective
06-01-13 by SPIB//ALSC UON
CSI -Size- ----Lumber----
TC 0.69 2x 4 SP-1850f-1.7E
-- 0.29 2x 4 SP-#2
C -I
BC 0.89 2x 4 SP-#2
-- 0.85 2x 6 SP-#2
A -E
WB 0.84 2x 4 SP-#3
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 22- 3- 8
or 42.0" 0- 0- 0 22- 3- 8
BC Cont. 0- 0- 0 22- 3- 8
or 78.0" 0- 0- 0 22- 3- 8
psf-Ld Dead Live
TC 10.0 20.0
BC 10.0 0.0
TC+BC 20.0 20.0
Total 40.0 Spacing 24.0"
Lumber Duration Factor 1.15
Plate Duration Factor 1.15
TC Fb=1.15 Fc=1.10 Ft=1.10
BC Fb=1.10 Fc=1.10 Ft=1.10
Total Load Reactions (Lbs)
Jt Down Uplift Horiz-
A 892 351 U 145 R
D 1007 375 U 168 R
Jt Brg Size Required
A 3.5" 1.5"
D 3.5" 1.5"
Plus 6 Wind Load Case(s)
Plus 8 Unbalanced Load Cases
Plus 1 LL Load Case(s)
Plus 1 DL Load Case(s)
Membr CSI P Lbs Axl-CSI-Bnd
----------Top Chords----------
A -G 0.52 2817 C 0.05 0.47
G -B 0.61 2597 C 0.04 0.57
B -H 0.69 2206 C 0.02 0.67
H -C 0.69 2206 C 0.02 0.67
C -I 0.29 96 C 0.00 0.29
--------Bottom Chords---------
A -E 0.85 2467 T 0.38 0.47
E -S1 0.64 1608 T 0.35 0.29
S1-F 0.89 1608 T 0.18 0.71
F -D 0.73 270 T 0.02 0.71
-------------Webs-------------
E -G 0.14 355 T
E -B 0.48 1180 T
B -F 0.26 628 T
F -H 0.14 626 C
F -C 0.84 2034 T
C -D 0.19 822 C
D -I 0.05 188 C WindLd
TL Defl -0.68" in E -F L/380
LL Defl -0.24" in E -F L/999
Hz Disp LL DL TL
Jt D 0.12" 0.16" 0.29"
Shear // Grain in B -H 0.46
Plates for each ply each face.
Plate - MT20 20 Ga, Gross Area
Plate - MT2H 20 Ga, Gross Area
Jt Type Plt Size X Y JSI
A MT20 3.0x 5.0 Ctr Ctr 0.90
G MT20 1.0x 4.0 Ctr Ctr 0.51
B MT20 4.0x 6.0 0.5 Ctr 0.82
H MT20 1.0x 4.0 Ctr Ctr 0.58
C MT20 6.0x 6.0-1.0-0.9 1.00
I MT20 1.0x 4.0 Ctr Ctr 0.50
E MT20 5.0x 8.0 1.5-1.0 0.80
S1 MT20 3.0x 4.0 Ctr Ctr 1.00
F MT20 4.0x 9.0 1.5 Ctr 0.97
D MT20 3.0x 4.0 Ctr Ctr 0.34
REVIEWED BY:
MiTek USA, Inc.
6904 Parke East Blvd.
Tampa, FL 33610
REFER TO ONLINE PLUS GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by:
U.S. Housing Components
Analysis Conforms To:
IBC/IRC2006
TPI 2002
This truss has been designed
for 20.0 psf LL on the B.C.
in areas where a rectangle
3- 6- 0 tall by
2- 0- 0 wide
will fit between the B.C.
and any other member.
Design checked for 10 psf non-
concurrent LL on BC.
Wind Loads - ANSI / ASCE 7-05
Truss is designed as a Main
Wind-Force Resistance System.
Wind Speed: 115 mph
Mean Roof Height: 25-0
Exposure Category: B
Occupancy Factor : 1.15
Building Type: Enclosed
Zone location: Exterior
TC Dead Load : 6.0 psf
BC Dead Load : 6.0 psf
Roof Snow Load per ASCE 7-05
Ground Snow Load = 20.0 psf
Rain Load = 0.0 psf
Importance Factor 1.00
Thermal Factor 1.00
Exposure Factor 1.20
Balanced Load Factor 0.84
Unbal snow loads checked
Upwnd ridge dist = 25.0 ft
Max comp. force 2817 Lbs
Max tens. force 2467 Lbs
Quality Control Factor 1.25
This truss is designed for a
creep factor of 1.5 which
is used to calculate total
load deflection.
Online Plus ' Copyright MiTekfi 1996-2015 Version 30.0.043 Engineering - Portrait 1/29/2016 2:59:47 PM Page 1 February 2,2016
BC 4-5-8 8-10-0
811088-11-8
8-9-1
8
TC 10084-5-8 8-11-8
HO 2-9-6 HO 8-9-1
A
1x4
B
1x4
C
2x4
E
2x4
F
3x4
G
3x4
W:308
R: 413
U: 82
W:108
R: 356
U: 240
ALL PLATES ARE MT2020
R_JAC-150 R21
Engineering
T7970241
Job Mark Quan
5
Type
MONO
Span
81108
P1-H1
8
Left OH
10- 8
Right OH
0
MONTICELLO
MiTekfi Online Plus APPROX. TRUSS WEIGHT: 81.3 LBS
Scale: 0.219" = 1’
Online Plus -- Version 30.0.043
RUN DATE: 29-JAN-16
Southern Pine lumber design
values are those effective
06-01-13 by SPIB//ALSC UON
CSI -Size- ----Lumber----
TC 0.38 2x 4 SP-#2
BC 0.21 2x 4 SP-#2
WB 0.56 2x 4 SP-#3
-- 0.35 2x 3 SP-#3
A -E E -F F -G G -C
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 8-11- 8
or 48.0" 0- 0- 0 8-11- 8
BC Cont. 0- 0- 0 8-11- 8
or 107.5" 0- 0- 0 8-11- 8
One Continuous Lateral Brace
C -B
Attach CLB with (2)-10d nails
at each web.
psf-Ld Dead Live
TC 10.0 20.0
BC 10.0 0.0
TC+BC 20.0 20.0
Total 40.0 Spacing 24.0"
Lumber Duration Factor 1.15
Plate Duration Factor 1.15
TC Fb=1.15 Fc=1.10 Ft=1.10
BC Fb=1.10 Fc=1.10 Ft=1.10
Total Load Reactions (Lbs)
Jt Down Uplift Horiz-
A 413 82 U 270 R
C 356 240 U 425 R
Jt Brg Size Required
A 3.5" 1.5"
C 1.5" 1.5"
Plus 5 Wind Load Case(s)
Plus 1 LL Load Case(s)
Plus 1 DL Load Case(s)
Membr CSI P Lbs Axl-CSI-Bnd
----------Top Chords----------
E -G 0.38 189 C 0.01 0.37
G -B 0.38 152 C 0.01 0.37
--------Bottom Chords---------
A -F 0.19 222 T 0.00 0.19
F -C 0.21 220 T 0.02 0.19
-------------Webs-------------
A -E 0.17 377 C WindLd
E -F 0.11 215 T
F -G 0.06 139 T
G -C 0.35 288 T
C -B 0.56 115 T WindLd 1 Br
TL Defl -0.02" in F -C L/999
LL Defl -0.01" in F -C L/999
Shear // Grain in E -G 0.19
Plates for each ply each face.
Plate - MT20 20 Ga, Gross Area
Plate - MT2H 20 Ga, Gross Area
Jt Type Plt Size X Y JSI
E MT20 2.0x 4.0 Ctr Ctr 0.32
G MT20 3.0x 4.0 Ctr Ctr 0.22
B MT20 1.0x 4.0 Ctr Ctr 0.25
A MT20 1.0x 4.0 Ctr Ctr 0.35
F MT20 3.0x 4.0 Ctr Ctr 0.17
C MT20 2.0x 4.0 Ctr Ctr 0.27
REVIEWED BY:
MiTek USA, Inc.
6904 Parke East Blvd.
Tampa, FL 33610
REFER TO ONLINE PLUS GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by:
U.S. Housing Components
Analysis Conforms To:
IBC/IRC2006
TPI 2002
OH Loading
Soffit psf 2.0
This truss has been designed
for 20.0 psf LL on the B.C.
in areas where a rectangle
3- 6- 0 tall by
2- 0- 0 wide
will fit between the B.C.
and any other member.
Design checked for 10 psf non-
concurrent LL on BC.
Wind Loads - ANSI / ASCE 7-05
Truss is designed as a Main
Wind-Force Resistance System.
Wind Speed: 115 mph
Mean Roof Height: 25-0
Exposure Category: B
Occupancy Factor : 1.15
Building Type: Enclosed
Zone location: Exterior
TC Dead Load : 6.0 psf
BC Dead Load : 6.0 psf
Roof Snow Load per ASCE 7-05
Ground Snow Load = 20.0 psf
Rain Load = 0.0 psf
Importance Factor 1.00
Thermal Factor 1.00
Exposure Factor 1.20
Balanced Load Factor 0.76
Unbal cases not req’d
Par-to-ridge not req’d
Max comp. force 377 Lbs
Max tens. force 288 Lbs
Quality Control Factor 1.25
This truss is designed for a
creep factor of 1.5 which
is used to calculate total
load deflection.
Online Plus ' Copyright MiTekfi 1996-2015 Version 30.0.043 Engineering - Portrait 1/29/2016 2:59:50 PM Page 1 February 2,2016
BC 3-4-4 10-10-0
10110810-11-8
8-9-1
8
TC 10083-6-0 5-6-0 10-11-8
HO 2-9-6 HO 8-9-1
A
1x4
B
4x4
C
5x5
D
1x4
E
3x4
F
3x4
G
3x5
W:308
R: 553
U: 131
W:108
R: 494
U: 255
ALL PLATES ARE MT2020
R_JAC-150 R22
Engineering
T7970242
Job Mark Quan
2
Type
SP
Span
101108
P1-H1
8
Left OH
10- 8
Right OH
0
MONTICELLO
MiTekfi Online Plus APPROX. TRUSS WEIGHT: 104.5 LBS
Scale: 0.213" = 1’
Online Plus -- Version 30.0.043
RUN DATE: 29-JAN-16
Southern Pine lumber design
values are those effective
06-01-13 by SPIB//ALSC UON
CSI -Size- ----Lumber----
TC 0.61 2x 4 SP-#2
BC 0.45 2x 4 SP-#2
WB 0.55 2x 4 SP-#2
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 10-11- 8
or 48.0" 0- 0- 0 10-11- 8
BC Cont. 0- 0- 0 10-11- 8
or 120.0" 0- 0- 0 10-11- 8
One Continuous Lateral Brace
E -D
Attach CLB with (2)-10d nails
at each web.
psf-Ld Dead Live
TC 10.0 20.0
BC 10.0 0.0
TC+BC 20.0 20.0
Total 40.0 Spacing 24.0"
Lumber Duration Factor 1.15
Plate Duration Factor 1.15
TC Fb=1.15 Fc=1.10 Ft=1.10
BC Fb=1.10 Fc=1.10 Ft=1.10
Total Load Reactions (Lbs)
Jt Down Uplift Horiz-
A 554 132 U 270 R
E 495 255 U 429 R
Jt Brg Size Required
A 3.5" 1.5"
E 1.5" 1.5"
Plus 6 Wind Load Case(s)
Plus 6 Unbalanced Load Cases
Plus 1 LL Load Case(s)
Plus 1 DL Load Case(s)
Membr CSI P Lbs Axl-CSI-Bnd
----------Top Chords----------
F -B 0.21 283 C 0.00 0.21
B -C 0.33 236 C 0.00 0.33
C -D 0.61 214 C 0.00 0.61
--------Bottom Chords---------
A -G 0.43 221 T 0.00 0.43
G -E 0.45 275 T 0.02 0.43
-------------Webs-------------
A -F 0.08 549 C WindLd
F -G 0.07 301 T
G -B 0.01 97 T
G -C 0.05 131 C
C -E 0.32 360 C
E -D 0.55 200 C WindLd 1 Br
TL Defl -0.22" in G -E L/580
LL Defl -0.11" in G -E L/999
Shear // Grain in C -D 0.25
Plates for each ply each face.
Plate - MT20 20 Ga, Gross Area
Plate - MT2H 20 Ga, Gross Area
Jt Type Plt Size X Y JSI
F MT20 3.0x 4.0 Ctr Ctr 0.35
B MT20 4.0x 4.0 Ctr Ctr 0.58
C MT20 5.0x 5.0 Ctr-0.4 0.67
D MT20 1.0x 4.0 Ctr Ctr 0.25
A MT20 1.0x 4.0 Ctr Ctr 0.34
G MT20 3.0x 5.0 Ctr Ctr 0.53
E MT20 3.0x 4.0 Ctr Ctr 0.20
REVIEWED BY:
MiTek USA, Inc.
6904 Parke East Blvd.
Tampa, FL 33610
REFER TO ONLINE PLUS GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by:
U.S. Housing Components
Analysis Conforms To:
IBC/IRC2006
TPI 2002
OH Loading
Soffit psf 2.0
This truss has been designed
for 20.0 psf LL on the B.C.
in areas where a rectangle
3- 6- 0 tall by
2- 0- 0 wide
will fit between the B.C.
and any other member.
Design checked for 10 psf non-
concurrent LL on BC.
Wind Loads - ANSI / ASCE 7-05
Truss is designed as a Main
Wind-Force Resistance System.
Wind Speed: 115 mph
Mean Roof Height: 25-0
Exposure Category: B
Occupancy Factor : 1.15
Building Type: Enclosed
Zone location: Exterior
TC Dead Load : 6.0 psf
BC Dead Load : 6.0 psf
Roof Snow Load per ASCE 7-05
Ground Snow Load = 20.0 psf
Rain Load = 0.0 psf
Importance Factor 1.00
Thermal Factor 1.00
Exposure Factor 1.20
Balanced Load Factor 0.84
Unbal snow loads checked
Upwnd ridge dist = 25.0 ft
Max comp. force 549 Lbs
Max tens. force 314 Lbs
Quality Control Factor 1.25
This truss is designed for a
creep factor of 1.5 which
is used to calculate total
load deflection.
Online Plus ' Copyright MiTekfi 1996-2015 Version 30.0.043 Engineering - Portrait 1/29/2016 2:59:53 PM Page 1 February 2,2016
BC 6-4-12 10-10-0
10110810-11-8
8-9-1
8
TC 10086-6-0 8-6-0 10-11-8
HO 2-9-6 HO 8-9-1
A
1x4
B
4x4
C
5x5
D
1x4
E
3x4
F
3x4
G
3x5
W:308
R: 578
U: 131
W:108
R: 469
U: 255
ALL PLATES ARE MT2020
R_JAC-150 R23
Engineering
T7970243
Job Mark Quan
2
Type
SP
Span
101108
P1-H1
8
Left OH
10- 8
Right OH
0
MONTICELLO
MiTekfi Online Plus APPROX. TRUSS WEIGHT: 103.4 LBS
Scale: 0.213" = 1’
Online Plus -- Version 30.0.043
RUN DATE: 29-JAN-16
Southern Pine lumber design
values are those effective
06-01-13 by SPIB//ALSC UON
CSI -Size- ----Lumber----
TC 0.82 2x 4 SP-#2
BC 0.33 2x 4 SP-#2
WB 0.94 2x 4 SP-#3
-- 0.49 2x 3 SP-#3
A -F F -G G -B G -C
C -E
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 10-11- 8
or 48.0" 0- 0- 0 10-11- 8
BC Cont. 0- 0- 0 10-11- 8
or 120.0" 0- 0- 0 10-11- 8
One Continuous Lateral Brace
E -D
Attach CLB with (2)-10d nails
at each web.
psf-Ld Dead Live
TC 10.0 20.0
BC 10.0 0.0
TC+BC 20.0 20.0
Total 40.0 Spacing 24.0"
Lumber Duration Factor 1.15
Plate Duration Factor 1.15
TC Fb=1.15 Fc=1.10 Ft=1.10
BC Fb=1.10 Fc=1.10 Ft=1.10
Total Load Reactions (Lbs)
Jt Down Uplift Horiz-
A 579 132 U 269 R
E 470 255 U 428 R
Jt Brg Size Required
A 3.5" 1.5"
E 1.5" 1.5"
Plus 6 Wind Load Case(s)
Plus 6 Unbalanced Load Cases
Plus 1 LL Load Case(s)
Plus 1 DL Load Case(s)
Membr CSI P Lbs Axl-CSI-Bnd
----------Top Chords----------
F -B 0.82 242 C 0.00 0.82
B -C 0.39 212 C 0.00 0.39
C -D 0.15 199 C 0.00 0.15
--------Bottom Chords---------
A -G 0.32 221 T 0.00 0.32
G -E 0.33 281 T 0.01 0.32
-------------Webs-------------
A -F 0.20 525 C WindLd
F -G 0.13 230 T
G -B 0.29 235 C
G -C 0.25 299 T
C -E 0.49 356 C
E -D 0.94 118 T WindLd 1 Br
TL Defl -0.11" in A -G L/999
LL Defl -0.05" in A -G L/999
Shear // Grain in F -B 0.31
Plates for each ply each face.
Plate - MT20 20 Ga, Gross Area
Plate - MT2H 20 Ga, Gross Area
Jt Type Plt Size X Y JSI
F MT20 3.0x 4.0 Ctr Ctr 0.33
B MT20 4.0x 4.0 Ctr Ctr 0.42
C MT20 5.0x 5.0 Ctr-0.4 0.67
D MT20 1.0x 4.0 Ctr Ctr 0.25
A MT20 1.0x 4.0 Ctr Ctr 0.34
G MT20 3.0x 5.0 Ctr Ctr 0.35
E MT20 3.0x 4.0 Ctr Ctr 0.23
REVIEWED BY:
MiTek USA, Inc.
6904 Parke East Blvd.
Tampa, FL 33610
REFER TO ONLINE PLUS GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by:
U.S. Housing Components
Analysis Conforms To:
IBC/IRC2006
TPI 2002
OH Loading
Soffit psf 2.0
This truss has been designed
for 20.0 psf LL on the B.C.
in areas where a rectangle
3- 6- 0 tall by
2- 0- 0 wide
will fit between the B.C.
and any other member.
Design checked for 10 psf non-
concurrent LL on BC.
Wind Loads - ANSI / ASCE 7-05
Truss is designed as a Main
Wind-Force Resistance System.
Wind Speed: 115 mph
Mean Roof Height: 25-0
Exposure Category: B
Occupancy Factor : 1.15
Building Type: Enclosed
Zone location: Exterior
TC Dead Load : 6.0 psf
BC Dead Load : 6.0 psf
Roof Snow Load per ASCE 7-05
Ground Snow Load = 20.0 psf
Rain Load = 0.0 psf
Importance Factor 1.00
Thermal Factor 1.00
Exposure Factor 1.20
Balanced Load Factor 0.84
Unbal snow loads checked
Upwnd ridge dist = 25.0 ft
Max comp. force 525 Lbs
Max tens. force 299 Lbs
Quality Control Factor 1.25
This truss is designed for a
creep factor of 1.5 which
is used to calculate total
load deflection.
Online Plus ' Copyright MiTekfi 1996-2015 Version 30.0.043 Engineering - Portrait 1/29/2016 2:59:57 PM Page 1 February 2,2016
BC 4-9-0 10-10-0
10110810-11-8
9-1-6
8-11-4
8
TC 10084-9-0 9-6-0 101108HO 2-9-6 HO 8-11-4
A
1x4
B
5x5
C
1x4
D
3x6
E
3x4
F
3x4
G
3x4
W:308
R: 511
U: 131
W:108
R: 460
U: 256
ALL PLATES ARE MT2020
R_JAC-150 R24
Engineering
T7970244
Job Mark Quan
2
Type
SMHS
Span
101108
P1-H1
8
Left OH
10- 8
Right OH
0
MONTICELLO
MiTekfi Online Plus APPROX. TRUSS WEIGHT: 107.7 LBS
Scale: 0.201" = 1’
Online Plus -- Version 30.0.043
RUN DATE: 29-JAN-16
Southern Pine lumber design
values are those effective
06-01-13 by SPIB//ALSC UON
CSI -Size- ----Lumber----
TC 0.47 2x 4 SP-#2
BC 0.34 2x 4 SP-#2
WB 0.97 2x 4 SP-#3
-- 0.57 2x 3 SP-#3
A -F F -G G -E E -D
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 10-11- 8
or 48.0" 0- 0- 0 10-11- 8
BC Cont. 0- 0- 0 10-11- 8
or 120.0" 0- 0- 0 10-11- 8
One Continuous Lateral Brace
B -D D -C
Attach CLB with (2)-10d nails
at each web.
psf-Ld Dead Live
TC 10.0 20.0
BC 10.0 0.0
TC+BC 20.0 20.0
Total 40.0 Spacing 24.0"
Lumber Duration Factor 1.15
Plate Duration Factor 1.15
TC Fb=1.15 Fc=1.10 Ft=1.10
BC Fb=1.10 Fc=1.10 Ft=1.10
Total Load Reactions (Lbs)
Jt Down Uplift Horiz-
A 511 131 U 278 R
D 461 256 U 438 R
Jt Brg Size Required
A 3.5" 1.5"
D 1.5" 1.5"
Plus 6 Wind Load Case(s)
Plus 4 Unbalanced Load Cases
Plus 1 LL Load Case(s)
Plus 1 DL Load Case(s)
Membr CSI P Lbs Axl-CSI-Bnd
----------Top Chords----------
F -E 0.47 301 C 0.00 0.47
E -B 0.47 192 C 0.00 0.47
B -C 0.14 158 C 0.00 0.14
--------Bottom Chords---------
A -G 0.31 230 T 0.00 0.31
G -D 0.34 275 T 0.03 0.31
-------------Webs-------------
A -F 0.19 477 C WindLd
F -G 0.18 313 T
G -E 0.07 168 T
E -D 0.57 335 C
B -D 0.09 216 C 1 Br
D -C 0.97 40 C WindLd 1 Br
TL Defl -0.09" in G -D L/999
LL Defl -0.04" in G -D L/999
Shear // Grain in E -B 0.25
Plates for each ply each face.
Plate - MT20 20 Ga, Gross Area
Plate - MT2H 20 Ga, Gross Area
Jt Type Plt Size X Y JSI
F MT20 3.0x 4.0 Ctr Ctr 0.30
E MT20 3.0x 4.0 Ctr Ctr 0.22
B MT20 5.0x 5.0 Ctr-0.4 0.46
C MT20 1.0x 4.0 Ctr Ctr 0.25
A MT20 1.0x 4.0 Ctr Ctr 0.36
G MT20 3.0x 4.0 Ctr Ctr 0.21
D MT20 3.0x 6.0-1.5 Ctr 0.39
REVIEWED BY:
MiTek USA, Inc.
6904 Parke East Blvd.
Tampa, FL 33610
REFER TO ONLINE PLUS GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by:
U.S. Housing Components
Analysis Conforms To:
IBC/IRC2006
TPI 2002
OH Loading
Soffit psf 2.0
This truss has been designed
for 20.0 psf LL on the B.C.
in areas where a rectangle
3- 6- 0 tall by
2- 0- 0 wide
will fit between the B.C.
and any other member.
Design checked for 10 psf non-
concurrent LL on BC.
Wind Loads - ANSI / ASCE 7-05
Truss is designed as a Main
Wind-Force Resistance System.
Wind Speed: 115 mph
Mean Roof Height: 25-0
Exposure Category: B
Occupancy Factor : 1.15
Building Type: Enclosed
Zone location: Exterior
TC Dead Load : 6.0 psf
BC Dead Load : 6.0 psf
Roof Snow Load per ASCE 7-05
Ground Snow Load = 20.0 psf
Rain Load = 0.0 psf
Importance Factor 1.00
Thermal Factor 1.00
Exposure Factor 1.20
Balanced Load Factor 0.84
Unbal snow loads checked
Upwnd ridge dist = 25.0 ft
Max comp. force 477 Lbs
Max tens. force 313 Lbs
Quality Control Factor 1.25
This truss is designed for a
creep factor of 1.5 which
is used to calculate total
load deflection.
Online Plus ' Copyright MiTekfi 1996-2015 Version 30.0.043 Engineering - Portrait 1/29/2016 3:00:00 PM Page 1 February 2,2016
BC 8-9-4 17-8-8
17100017-10-0
12-9-14
12-6-7
8
TC 1008100075-10-3 11-8-5 17-10-0
HO 7-12 HO 12-6-7
A
3x5
B
1x4
C
#3x5D
3x4
E
1x4
F
3x4
G
S1
3x4
S2
3x4
3x4
W:308
R: 823
U: 78
W:108
R: 836
U: 532
ALL PLATES ARE MT2020, # = PLATE SELECTED IN PLATE MONITOR
R_JAC-150 R25
Engineering
T7970245
Job Mark Quan
9
Type
MONO
Span
171000
P1-H1
8
Left OH
10- 8
Right OH
0
MONTICELLO
MiTekfi Online Plus APPROX. TRUSS WEIGHT: 145.0 LBS
Scale: 0.152" = 1’
Online Plus -- Version 30.0.043
RUN DATE: 02-FEB-16
Southern Pine lumber design
values are those effective
06-01-13 by SPIB//ALSC UON
CSI -Size- ----Lumber----
TC 0.63 2x 4 SP-#2
BC 0.71 2x 4 SP-#2
-- 0.61 2x 4 SP-1850f-1.7E
S2-C
WB 0.36 2x 4 SP-#3
SL 0.10 2x 4 SP-#3
PB --- 2x 8 SP-#2
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 17-10- 0
or 48.0" 0- 0- 0 17-10- 0
BC Cont. 0- 0- 0 17-10- 0
or 84.0" 0- 0- 0 17-10- 0
One Continuous Lateral Brace
F -C C -B
Attach CLB with (2)-10d nails
at each web.
psf-Ld Dead Live
TC 10.0 20.0
BC 10.0 0.0
TC+BC 20.0 20.0
Total 40.0 Spacing 24.0"
Lumber Duration Factor 1.15
Plate Duration Factor 1.15
TC Fb=1.15 Fc=1.10 Ft=1.10
BC Fb=1.10 Fc=1.10 Ft=1.10
Total Load Reactions (Lbs)
Jt Down Uplift Horiz-
A 823 79 U 672 R
C 836 532 U 361 R
Jt Brg Size Required
A 3.5" 1.5"
C 1.5" 1.5"
Plus 5 Wind Load Case(s)
Plus 1 LL Load Case(s)
Plus 1 BC LL Load Case(s)
Plus 1 DL Load Case(s)
Membr CSI P Lbs Axl-CSI-Bnd
----------Top Chords----------
A -G 0.31 563 C 0.00 0.31
G -E 0.46 904 C 0.00 0.46
E -S1 0.46 734 C 0.00 0.46
S1-F 0.63 635 C 0.00 0.63
F -B 0.63 118 C 0.00 0.63
--------Bottom Chords---------
A -S2 0.71 752 T 0.16 0.55
S2-D 0.59 752 T 0.09 0.50
D -C 0.61 411 T 0.05 0.56
-------------Webs-------------
E -D 0.13 340 T
D -F 0.25 577 T
F -C 0.36 692 C 1 Br
C -B 0.11 176 T 1 Br
-----------Sliders------------
A -G 0.10 537 C
TL Defl -0.37" in D -C L/565
LL Defl -0.20" in D -C L/999
Shear // Grain in D -C 0.32
Plates for each ply each face.
Plate - MT20 20 Ga, Gross Area
Plate - MT2H 20 Ga, Gross Area
Jt Type Plt Size X Y JSI
A MT20 3.0x 5.0 1.5 0.5 0.68
G MT20 3.0x 4.0 Ctr Ctr 0.21
E MT20 1.0x 4.0 Ctr Ctr 0.55
S1 MT20 3.0x 4.0 Ctr Ctr 0.39
F MT20 3.0x 4.0 Ctr Ctr 0.50
B MT20 1.0x 4.0 Ctr Ctr 0.49
S2 MT20 3.0x 4.0 Ctr Ctr 0.89
D MT20 3.0x 4.0 Ctr Ctr 0.42
C# MT20 3.0x 5.0 0.6 0.9 0.40
# = Plate Monitor used
REVIEWED BY:
MiTek USA, Inc.
6904 Parke East Blvd.
Tampa, FL 33610
REFER TO ONLINE PLUS GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by:
U.S. Housing Components
Analysis Conforms To:
IBC/IRC2006
TPI 2002
OH Loading
Soffit psf 2.0
This truss has been designed
for 20.0 psf LL on the B.C.
in areas where a rectangle
3- 6- 0 tall by
2- 0- 0 wide
will fit between the B.C.
and any other member.
Design checked for 10 psf non-
concurrent LL on BC.
No wind exposure on right end.
NOTE: USER MODIFIED PLATES
This design may have plates
selected through a plate
monitor.
Wind Loads - ANSI / ASCE 7-05
Truss is designed as a Main
Wind-Force Resistance System.
Wind Speed: 115 mph
Mean Roof Height: 25-0
Exposure Category: B
Occupancy Factor : 1.15
Building Type: Enclosed
Zone location: Exterior
TC Dead Load : 6.0 psf
BC Dead Load : 6.0 psf
Roof Snow Load per ASCE 7-05
Ground Snow Load = 20.0 psf
Rain Load = 0.0 psf
Importance Factor 1.00
Thermal Factor 1.00
Exposure Factor 1.20
Balanced Load Factor 0.76
Unbal cases not req’d
Par-to-ridge not req’d
Max comp. force 904 Lbs
Max tens. force 752 Lbs
Quality Control Factor 1.25
This truss is designed for a
creep factor of 1.5 which
is used to calculate total
load deflection.
Online Plus ' Copyright MiTekfi 1996-2015 Version 30.0.043 Engineering - Portrait 2/2/2016 7:38:09 AM Page 1 February 2,2016
BC 1-11-8
1-11-8
2-2-14
1-11-7
8
TC 10-8 1-0-7 1-11-8
HO 7-12 HO 1-11-7
3-16d toenails
3-16d toenails
A
2x4
B
1x4
C
1x4
D
3x4
Cant:1-10- 0
ALL PLATES ARE MT2020
R_JAC-150 R26
Engineering
T7970246
Job Mark Quan
8
Type
SP
Span
11108
P1-H1
8
Left OH
10- 8
Right OH
0
MONTICELLO
MiTekfi Online Plus APPROX. TRUSS WEIGHT: 14.5 LBS
Scale: 0.718" = 1’
Online Plus -- Version 30.0.043
RUN DATE: 02-FEB-16
Southern Pine lumber design
values are those effective
06-01-13 by SPIB//ALSC UON
CSI -Size- ----Lumber----
TC 0.13 2x 4 SP-#2
BC 0.08 2x 4 SP-#2
WB 0.05 2x 3 SP-#3
SL 0.05 2x 3 SP-#3
PB --- 2x 8 SP-#2
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 1-11- 8
or 23.5" 0- 0- 0 1-11- 8
BC Cont. 0- 0- 0 1-11- 8
or 23.5" 0- 0- 0 1-11- 8
psf-Ld Dead Live
TC 10.0 20.0
BC 10.0 0.0
TC+BC 20.0 20.0
Total 40.0 Spacing 24.0"
Lumber Duration Factor 1.15
Plate Duration Factor 1.15
TC Fb=1.15 Fc=1.10 Ft=1.10
BC Fb=1.10 Fc=1.10 Ft=1.10
Total Load Reactions (Lbs)
Jt Down Uplift Horiz-
C 213 147 U 154 R
B 154 R
Jt Brg Size Required
C 1.5" 1.5"
B 1.5" 1.5"
Plus 5 Wind Load Case(s)
Plus 1 LL Load Case(s)
Plus 1 DL Load Case(s)
Membr CSI P Lbs Axl-CSI-Bnd
----------Top Chords----------
A -D 0.11 95 T 0.02 0.09
D -B 0.13 209 T 0.04 0.09
--------Bottom Chords---------
A -C 0.08 154 C 0.02 0.06
-------------Webs-------------
C -B 0.05 176 C WindLd
-----------Sliders------------
A -D 0.05 94 T
LL Cant 0.00" in A -C L/999
Shear // Grain in A -D 0.07
Plates for each ply each face.
Plate - MT20 20 Ga, Gross Area
Plate - MT2H 20 Ga, Gross Area
Jt Type Plt Size X Y JSI
A MT20 2.0x 4.0 1.0 0.3 0.72
D MT20 3.0x 4.0 Ctr Ctr 0.09
B MT20 1.0x 4.0 Ctr Ctr 0.25
C MT20 1.0x 4.0 Ctr Ctr 0.25
REVIEWED BY:
MiTek USA, Inc.
6904 Parke East Blvd.
Tampa, FL 33610
REFER TO ONLINE PLUS GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
For proper installation of
toe-nails, refer to the 2005
National Design Specification
(NDS) for Wood Construction
NOTES:
Trusses Manufactured by:
U.S. Housing Components
Analysis Conforms To:
IBC/IRC2006
TPI 2002
OH Loading
Soffit psf 2.0
This truss has been designed
for 20.0 psf LL on the B.C.
in areas where a rectangle
3- 6- 0 tall by
2- 0- 0 wide
will fit between the B.C.
and any other member.
Design checked for 10 psf non-
concurrent LL on BC.
Wind Loads - ANSI / ASCE 7-05
Truss is designed as a Main
Wind-Force Resistance System.
Wind Speed: 115 mph
Mean Roof Height: 25-0
Exposure Category: B
Occupancy Factor : 1.15
Building Type: Enclosed
Zone location: Exterior
TC Dead Load : 6.0 psf
BC Dead Load : 6.0 psf
Roof Snow Load per ASCE 7-05
Ground Snow Load = 20.0 psf
Rain Load = 0.0 psf
Importance Factor 1.00
Thermal Factor 1.00
Exposure Factor 1.20
Balanced Load Factor 0.76
Unbal cases not req’d
Par-to-ridge not req’d
Max comp. force 176 Lbs
Max tens. force 209 Lbs
Quality Control Factor 1.25
This truss is designed for a
creep factor of 1.5 which
is used to calculate total
load deflection.
Online Plus ' Copyright MiTekfi 1996-2015 Version 30.0.043 Engineering - Portrait 2/2/2016 7:33:53 AM Page 1 February 2,2016
BC 7-9-6 13-6-6 21-2-0
21-2-0
6-1-7
5-7-14
8
TC 10081008101073-10-11 7-9-6 13-4-10 17-3-5 20-0-9 210200HO 7-12 HO 7-12
A
4x5
B
4x4
C
5x5
D
4x5
E
3x6
F
1x4
G
3x4
H
1x4
I J
S1
3x4
3x4 3x4
W:308
R:1483
U: 602
W:308
R:1486
U: 603
ALL PLATES ARE MT2020
R_JAC-150 R27
Engineering
T7970247
Job Mark Quan
1
Type
SHPS
Span
210200
P1-H1
8
Left OH
10- 8
Right OH
10- 8
MONTICELLO
MiTekfi Online Plus APPROX. TRUSS WEIGHT: 147.1 LBS
Scale: 0.253" = 1’
Online Plus -- Version 30.0.043
RUN DATE: 29-JAN-16
Southern Pine lumber design
values are those effective
06-01-13 by SPIB//ALSC UON
CSI -Size- ----Lumber----
TC 0.92 2x 4 SP-#2
BC 0.87 2x 4 SP-#2
-- 0.60 2x 4 SP-1850f-1.7E
S1-D
WB 0.18 2x 4 SP-#2
SL 0.13 2x 4 SP-#2
PB --- 2x 8 SP-#2
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 21- 2- 0
or 30.0" 0- 0- 0 21- 2- 0
BC Cont. 0- 0- 0 21- 2- 0
or 84.0" 0- 0- 0 21- 2- 0
psf-Ld Dead Live
TC 10.0 20.0
BC 10.0 0.0
TC+BC 20.0 20.0
Total 40.0 Spacing 24.0"
Lumber Duration Factor 1.15
Plate Duration Factor 1.15
TC Fb=1.00 Fc=1.00 Ft=1.00
BC Fb=1.00 Fc=1.00 Ft=1.00
Total Load Reactions (Lbs)
Jt Down Uplift Horiz-
A 1484 602 U 151 R
D 1486 603 U 151 R
Jt Brg Size Required
A 3.5" 1.8"
D 3.5" 1.8"
LC# 1 Girder & Snow Load
Dur Fctrs - Lbr 1.15 Plt 1.15
plf - Dead Live* From To
TC V 20 40 0.0’ 21.2’
BC V 20 0 0.0’ 21.2’
BC V 29 29 7.8’ 13.5’
BC V 200 200 7.8’ CL-LB
BC V 200 200 13.5’ CL-LB
Plus 6 Wind Load Case(s)
Plus 8 Unbalanced Load Cases
Plus 1 LL Load Case(s)
Plus 1 DL Load Case(s)
Membr CSI P Lbs Axl-CSI-Bnd
----------Top Chords----------
A -I 0.88 1094 C 0.01 0.87
I -F 0.92 1998 C 0.05 0.87
F -B 0.58 1855 C 0.03 0.55
B -C 0.91 1574 C 0.04 0.87
C -H 0.68 1858 C 0.03 0.65
H -J 0.89 2003 C 0.05 0.84
J -D 0.85 1122 C 0.01 0.84
--------Bottom Chords---------
A -E 0.87 1606 T 0.39 0.48
E -S1 0.76 1566 T 0.38 0.38
S1-G 0.60 1566 T 0.22 0.38
G -D 0.53 1612 T 0.22 0.31
-------------Webs-------------
F -E 0.02 135 T
E -B 0.17 722 T
E -C 0.10 99 T
G -C 0.18 735 T
G -H 0.02 136 T
-----------Sliders------------
A -I 0.13 1085 C
J -D 0.12 1060 C
TL Defl -0.31" in E -G L/792
LL Defl -0.14" in E -G L/999
Shear // Grain in I -I 0.42
Plates for each ply each face.
Plate - MT20 20 Ga, Gross Area
Plate - MT2H 20 Ga, Gross Area
Jt Type Plt Size X Y JSI
A MT20 4.0x 5.0 2.0 0.7 0.78
I MT20 3.0x 4.0 Ctr Ctr 0.42
F MT20 1.0x 4.0 Ctr Ctr 0.45
B MT20 4.0x 4.0 Ctr Ctr 0.62
C MT20 5.0x 5.0 Ctr-0.4 0.46
H MT20 1.0x 4.0 Ctr Ctr 0.45
J MT20 3.0x 4.0 Ctr Ctr 0.41
D MT20 4.0x 5.0-2.0 0.7 0.79
E MT20 3.0x 6.0 Ctr Ctr 0.46
S1 MT20 3.0x 4.0 Ctr Ctr 0.85
G MT20 3.0x 4.0 Ctr Ctr 0.56
REVIEWED BY:
MiTek USA, Inc.
6904 Parke East Blvd.
Tampa, FL 33610
REFER TO ONLINE PLUS GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by:
U.S. Housing Components
Analysis Conforms To:
IBC/IRC2006
TPI 2002
Girder Step Down Hip
Framing King Jacks
Jack Closed Face
Setback 4-10- 4
OH Loading
Soffit psf 2.0
Design checked for 10 psf non-
concurrent LL on BC.
Wind Loads - ANSI / ASCE 7-05
Truss is designed as a Main
Wind-Force Resistance System.
Wind Speed: 115 mph
Mean Roof Height: 25-0
Exposure Category: B
Occupancy Factor : 1.15
Building Type: Enclosed
Zone location: Exterior
TC Dead Load : 6.0 psf
BC Dead Load : 6.0 psf
Roof Snow Load per ASCE 7-05
Ground Snow Load = 20.0 psf
Rain Load = 0.0 psf
Importance Factor 1.00
Thermal Factor 1.00
Exposure Factor 1.20
Balanced Load Factor 0.84
Unbal snow loads checked
Upwnd ridge dist = 25.0 ft
Max comp. force 2003 Lbs
Max tens. force 1612 Lbs
Quality Control Factor 1.25
This truss is designed for a
creep factor of 1.5 which
is used to calculate total
load deflection.
Online Plus ' Copyright MiTekfi 1996-2015 Version 30.0.043 Engineering - Portrait 1/29/2016 3:00:10 PM Page 1 February 2,2016
BC 10-7-0 21-2-0
21-2-0
7-11-14
7-8-7
8
TC 10081008100075-3-8 10-7-0 15-10-8 20-1-8 210200HO 7-12 HO 7-12
A
3x5
B
4x4
C
3x5
D
3x6
E
1x4
F
1x4
G H
S1
3x4
3x4 3x4
W:308
R: 902
U: 373
W:308
R: 902
U: 373
ALL PLATES ARE MT2020
R_JAC-150 R28
Engineering
T7970248
Job Mark Quan
3
Type
TR
Span
210200
P1-H1
8
Left OH
10- 8
Right OH
10- 8
MONTICELLO
MiTekfi Online Plus APPROX. TRUSS WEIGHT: 124.9 LBS
Scale: 0.227" = 1’
Online Plus -- Version 30.0.043
RUN DATE: 29-JAN-16
Southern Pine lumber design
values are those effective
06-01-13 by SPIB//ALSC UON
CSI -Size- ----Lumber----
TC 0.41 2x 4 SP-#2
BC 0.93 2x 4 SP-#2
WB 0.32 2x 3 SP-#3
SL 0.24 2x 3 SP-#3
PB --- 2x 8 SP-#2
-- --- 2x 4 SP-#3
C -C
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 21- 2- 0
or 48.0" 0- 0- 0 21- 2- 0
BC Cont. 0- 0- 0 21- 2- 0
or 114.0" 0- 0- 0 21- 2- 0
psf-Ld Dead Live
TC 10.0 20.0
BC 10.0 0.0
TC+BC 20.0 20.0
Total 40.0 Spacing 24.0"
Lumber Duration Factor 1.15
Plate Duration Factor 1.15
TC Fb=1.15 Fc=1.10 Ft=1.10
BC Fb=1.10 Fc=1.10 Ft=1.10
Total Load Reactions (Lbs)
Jt Down Uplift Horiz-
A 903 373 U 209 R
C 903 373 U 209 R
Jt Brg Size Required
A 3.5" 1.5"
C 3.5" 1.5"
Plus 6 Wind Load Case(s)
Plus 2 Unbalanced Load Cases
Plus 1 LL Load Case(s)
Plus 1 DL Load Case(s)
Membr CSI P Lbs Axl-CSI-Bnd
----------Top Chords----------
A -G 0.19 807 C 0.00 0.19
G -E 0.41 1013 C 0.09 0.32
E -B 0.39 757 C 0.07 0.32
B -F 0.39 757 C 0.07 0.32
F -H 0.41 1013 C 0.09 0.32
H -C 0.19 807 C 0.00 0.19
--------Bottom Chords---------
A -S1 0.70 850 T 0.10 0.60
S1-D 0.93 850 T 0.10 0.83
D -C 0.93 850 T 0.10 0.83
-------------Webs-------------
E -D 0.31 310 T
D -B 0.32 569 T
D -F 0.31 310 T
-----------Sliders------------
A -G 0.24 491 T
H -C 0.24 491 T
TL Defl -0.35" in A -D L/707
LL Defl -0.17" in A -D L/999
Shear // Grain in S1-D 0.23
Plates for each ply each face.
Plate - MT20 20 Ga, Gross Area
Plate - MT2H 20 Ga, Gross Area
Jt Type Plt Size X Y JSI
A MT20 3.0x 5.0 1.5 0.5 0.58
G MT20 3.0x 4.0 Ctr Ctr 0.41
E MT20 1.0x 4.0 Ctr Ctr 0.45
B MT20 4.0x 4.0 Ctr Ctr 0.42
F MT20 1.0x 4.0 Ctr Ctr 0.45
H MT20 3.0x 4.0 Ctr Ctr 0.41
C MT20 3.0x 5.0-1.5 0.5 0.58
S1 MT20 3.0x 4.0 Ctr Ctr 0.59
D MT20 3.0x 6.0 Ctr Ctr 0.32
REVIEWED BY:
MiTek USA, Inc.
6904 Parke East Blvd.
Tampa, FL 33610
REFER TO ONLINE PLUS GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by:
U.S. Housing Components
Analysis Conforms To:
IBC/IRC2006
TPI 2002
OH Loading
Soffit psf 2.0
This truss has been designed
for 20.0 psf LL on the B.C.
in areas where a rectangle
3- 6- 0 tall by
2- 0- 0 wide
will fit between the B.C.
and any other member.
Design checked for 10 psf non-
concurrent LL on BC.
Wind Loads - ANSI / ASCE 7-05
Truss is designed as a Main
Wind-Force Resistance System.
Wind Speed: 115 mph
Mean Roof Height: 25-0
Exposure Category: B
Occupancy Factor : 1.15
Building Type: Enclosed
Zone location: Exterior
TC Dead Load : 6.0 psf
BC Dead Load : 6.0 psf
Roof Snow Load per ASCE 7-05
Ground Snow Load = 20.0 psf
Rain Load = 0.0 psf
Importance Factor 1.00
Thermal Factor 1.00
Exposure Factor 1.20
Balanced Load Factor 0.76
Unbal snow loads checked
Par-to-ridge not req’d
Max comp. force 1013 Lbs
Max tens. force 850 Lbs
Quality Control Factor 1.25
This truss is designed for a
creep factor of 1.5 which
is used to calculate total
load deflection.
Online Plus ' Copyright MiTekfi 1996-2015 Version 30.0.043 Engineering - Portrait 1/29/2016 3:00:13 PM Page 1 February 2,2016
BC 4-10-4 13-8-8 18-5-0
18-5-0
4-2-0
3-8-12
8
TC 10-8 10-8100074-10-4 9-2-8 13-6-12 17-4-8 180500HO 7-12 HO 7-12
A
3x6
B
4x4
C
4x4
D
4x4
E
3x4
F
3x4
I
3x4
J K
S1
3x5
3x4 3x4
W:308
R:1292
U: 531
W:308
R:1296
U: 533
ALL PLATES ARE MT2020
R_JAC-150 R29
Engineering
T7970249
Job Mark Quan
1
Type
SHPS
Span
180500
P1-H1
8
Left OH
10- 8
Right OH
10- 8
MONTICELLO
MiTekfi Online Plus APPROX. TRUSS WEIGHT: 116.2 LBS
Scale: 0.322" = 1’
Online Plus -- Version 30.0.043
RUN DATE: 29-JAN-16
Southern Pine lumber design
values are those effective
06-01-13 by SPIB//ALSC UON
CSI -Size- ----Lumber----
TC 0.90 2x 4 SP-#2
BC 0.89 2x 4 SPF-2100f-1.8E
-- 0.86 2x 4 SP-1850f-1.7E
S1-D
WB 0.21 2x 4 SP-#2
SL 0.19 2x 4 SP-#3
PB --- 2x 8 SP-#2
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 18- 5- 0
or 24.0" 0- 0- 0 18- 5- 0
BC Cont. 0- 0- 0 18- 5- 0
or 108.0" 0- 0- 0 18- 5- 0
psf-Ld Dead Live
TC 10.0 20.0
BC 10.0 0.0
TC+BC 20.0 20.0
Total 40.0 Spacing 24.0"
Lumber Duration Factor 1.15
Plate Duration Factor 1.15
TC Fb=1.00 Fc=1.00 Ft=1.00
BC Fb=1.00 Fc=1.00 Ft=1.00
Total Load Reactions (Lbs)
Jt Down Uplift Horiz-
A 1293 532 U 93 R
D 1297 534 U 93 R
Jt Brg Size Required
A 3.5" 1.6"
D 3.5" 1.5"
LC# 1 Girder & Snow Load
Dur Fctrs - Lbr 1.15 Plt 1.15
plf - Dead Live* From To
TC V 20 40 0.0’ 18.4’
BC V 20 0 0.0’ 18.4’
BC V 29 29 4.9’ 13.7’
BC V 125 125 4.9’ CL-LB
BC V 125 125 13.7’ CL-LB
Plus 6 Wind Load Case(s)
Plus 8 Unbalanced Load Cases
Plus 1 LL Load Case(s)
Plus 1 DL Load Case(s)
Membr CSI P Lbs Axl-CSI-Bnd
----------Top Chords----------
A -J 0.86 1091 C 0.01 0.85
J -B 0.89 1845 C 0.04 0.85
B -I 0.61 1503 C 0.02 0.59
I -C 0.61 1504 C 0.02 0.59
C -K 0.90 1848 C 0.04 0.86
K -D 0.87 1081 C 0.01 0.86
--------Bottom Chords---------
A -E 0.73 1503 T 0.13 0.60
E -S1 0.89 1802 T 0.18 0.71
S1-F 0.86 1802 T 0.25 0.61
F -D 0.84 1504 T 0.19 0.65
-------------Webs-------------
E -B 0.21 886 T
E -I 0.21 375 C
I -F 0.21 374 C
F -C 0.21 888 T
-----------Sliders------------
A -J 0.19 979 C
K -D 0.19 987 C
TL Defl -0.73" in E -F L/291
LL Defl -0.30" in E -F L/704
Shear // Grain in E -S1 0.53
Plates for each ply each face.
Plate - MT20 20 Ga, Gross Area
Plate - MT2H 20 Ga, Gross Area
Jt Type Plt Size X Y JSI
A MT20 3.0x 6.0 1.5 0.6 1.00
J MT20 3.0x 4.0 Ctr Ctr 0.39
B MT20 4.0x 4.0 Ctr Ctr 0.76
I MT20 3.0x 4.0 Ctr Ctr 0.28
C MT20 4.0x 4.0 Ctr Ctr 0.76
K MT20 3.0x 4.0 Ctr Ctr 0.39
D MT20 4.0x 4.0-2.5 0.8 0.92
E MT20 3.0x 4.0 Ctr Ctr 0.68
S1 MT20 3.0x 5.0 Ctr Ctr 1.00
F MT20 3.0x 4.0 Ctr Ctr 0.68
REVIEWED BY:
MiTek USA, Inc.
6904 Parke East Blvd.
Tampa, FL 33610
REFER TO ONLINE PLUS GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by:
U.S. Housing Components
Analysis Conforms To:
IBC/IRC2006
TPI 2002
Girder Step Down Hip
Framing King Jacks
Jack Closed Face
Setback 4-10- 4
OH Loading
Soffit psf 2.0
Design checked for 10 psf non-
concurrent LL on BC.
Wind Loads - ANSI / ASCE 7-05
Truss is designed as a Main
Wind-Force Resistance System.
Wind Speed: 115 mph
Mean Roof Height: 25-0
Exposure Category: B
Occupancy Factor : 1.15
Building Type: Enclosed
Zone location: Exterior
TC Dead Load : 6.0 psf
BC Dead Load : 6.0 psf
Roof Snow Load per ASCE 7-05
Ground Snow Load = 20.0 psf
Rain Load = 0.0 psf
Importance Factor 1.00
Thermal Factor 1.00
Exposure Factor 1.20
Balanced Load Factor 0.84
Unbal snow loads checked
Upwnd ridge dist = 25.0 ft
Max comp. force 1848 Lbs
Max tens. force 1802 Lbs
Quality Control Factor 1.25
This truss is designed for a
creep factor of 1.5 which
is used to calculate total
load deflection.
Online Plus ' Copyright MiTekfi 1996-2015 Version 30.0.043 Engineering - Portrait 1/29/2016 3:00:16 PM Page 1 February 2,2016
BC 6-10-4 11-8-0
12000018-5-0
18-5-0
5-6-0
5-0-12
8
TC 10081008100076-10-4 11-6-12 17-4-8 180500HO 7-12 HO 7-12
A
3x5
B
4x4
C
4x4
D
3x5
E
3x4
F
1x4
G H
I
3x4
SPL
3x4 3x4
W:308
R: 833
U: 328
W:308
R: 833
U: 328
ALL PLATES ARE MT2020
R_JAC-150 R30
Engineering
T7970250
Job Mark Quan
1
Type
SHPS
Span
180500
P1-H1
8
Left OH
10- 8
Right OH
10- 8
MONTICELLO
MiTekfi Online Plus APPROX. TRUSS WEIGHT: 105.9 LBS
Scale: 0.258" = 1’
Online Plus -- Version 30.0.043
RUN DATE: 29-JAN-16
Southern Pine lumber design
values are those effective
06-01-13 by SPIB//ALSC UON
CSI -Size- ----Lumber----
TC 0.59 2x 4 SP-#2
BC 0.41 2x 4 SP-#2
WB 0.14 2x 3 SP-#3
SL 0.26 2x 3 SP-#3
PB --- 2x 8 SP-#2
-- --- 2x 4 SP-#3
D -D
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 18- 5- 0
or 48.0" 0- 0- 0 18- 5- 0
BC Cont. 0- 0- 0 18- 5- 0
or 120.0" 0- 0- 0 18- 5- 0
psf-Ld Dead Live
TC 10.0 20.0
BC 10.0 0.0
TC+BC 20.0 20.0
Total 40.0 Spacing 24.0"
Lumber Duration Factor 1.15
Plate Duration Factor 1.15
TC Fb=1.15 Fc=1.10 Ft=1.10
BC Fb=1.10 Fc=1.10 Ft=1.10
Total Load Reactions (Lbs)
Jt Down Uplift Horiz-
A 833 328 U 133 R
D 833 328 U 133 R
Jt Brg Size Required
A 3.5" 1.5"
D 3.5" 1.5"
Plus 6 Wind Load Case(s)
Plus 8 Unbalanced Load Cases
Plus 1 LL Load Case(s)
Plus 1 DL Load Case(s)
Membr CSI P Lbs Axl-CSI-Bnd
----------Top Chords----------
A -G 0.26 460 C 0.00 0.26
G -B 0.59 803 C 0.01 0.58
B -C 0.47 670 C 0.00 0.47
C -H 0.58 802 C 0.01 0.57
H -D 0.26 462 C 0.00 0.26
--------Bottom Chords---------
A -E 0.41 670 T 0.00 0.41
E -F 0.37 669 T 0.14 0.23
F -I 0.37 670 T 0.14 0.23
I -D 0.41 670 T 0.00 0.41
-------------Webs-------------
E -B 0.09 222 T
E -C 0.14 120 T
F -C 0.09 224 T
-----------Sliders------------
A -G 0.26 712 C
H -D 0.26 714 C
TL Defl -0.09" in A -E L/999
LL Defl -0.05" in A -E L/999
Shear // Grain in G -B 0.26
Plates for each ply each face.
Plate - MT20 20 Ga, Gross Area
Plate - MT2H 20 Ga, Gross Area
Jt Type Plt Size X Y JSI
A MT20 3.0x 5.0 1.5 0.5 0.72
G MT20 3.0x 4.0 Ctr Ctr 0.44
B MT20 4.0x 4.0 Ctr Ctr 0.42
C MT20 4.0x 4.0 Ctr Ctr 0.49
H MT20 3.0x 4.0 Ctr Ctr 0.45
D MT20 3.0x 5.0-1.5 0.5 0.73
E MT20 3.0x 4.0 Ctr Ctr 0.33
F MT20 1.0x 4.0 Ctr Ctr 0.58
I MT20 3.0x 4.0 Ctr Ctr 0.39
REVIEWED BY:
MiTek USA, Inc.
6904 Parke East Blvd.
Tampa, FL 33610
REFER TO ONLINE PLUS GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by:
U.S. Housing Components
Analysis Conforms To:
IBC/IRC2006
TPI 2002
OH Loading
Soffit psf 2.0
This truss has been designed
for 20.0 psf LL on the B.C.
in areas where a rectangle
3- 6- 0 tall by
2- 0- 0 wide
will fit between the B.C.
and any other member.
Design checked for 10 psf non-
concurrent LL on BC.
Wind Loads - ANSI / ASCE 7-05
Truss is designed as a Main
Wind-Force Resistance System.
Wind Speed: 115 mph
Mean Roof Height: 25-0
Exposure Category: B
Occupancy Factor : 1.15
Building Type: Enclosed
Zone location: Exterior
TC Dead Load : 6.0 psf
BC Dead Load : 6.0 psf
Roof Snow Load per ASCE 7-05
Ground Snow Load = 20.0 psf
Rain Load = 0.0 psf
Importance Factor 1.00
Thermal Factor 1.00
Exposure Factor 1.20
Balanced Load Factor 0.84
Unbal snow loads checked
Upwnd ridge dist = 25.0 ft
Max comp. force 803 Lbs
Max tens. force 670 Lbs
Quality Control Factor 1.25
This truss is designed for a
creep factor of 1.5 which
is used to calculate total
load deflection.
Online Plus ' Copyright MiTekfi 1996-2015 Version 30.0.043 Engineering - Portrait 1/29/2016 3:00:20 PM Page 1 February 2,2016
BC 9-2-8 18-5-0
18-5-0
6-10-0
6-6-9
8
TC 10081008100074-7-4 9-2-8 13-9-12 17-4-8 180500HO 7-12 HO 7-12
A
3x5
B
4x4
C
3x5
D
3x5
E
1x4
F
1x4
G H
S1
3x4
3x4 3x4
W:308
R: 792
U: 328
W:308
R: 792
U: 328
ALL PLATES ARE MT2020
R_JAC-150 R31
Engineering
T7970251
Job Mark Quan
1
Type
TR
Span
180500
P1-H1
8
Left OH
10- 8
Right OH
10- 8
MONTICELLO
MiTekfi Online Plus APPROX. TRUSS WEIGHT: 109.3 LBS
Scale: 0.251" = 1’
Online Plus -- Version 30.0.043
RUN DATE: 29-JAN-16
Southern Pine lumber design
values are those effective
06-01-13 by SPIB//ALSC UON
CSI -Size- ----Lumber----
TC 0.31 2x 4 SP-#2
BC 0.69 2x 4 SP-#2
WB 0.24 2x 3 SP-#3
SL 0.19 2x 3 SP-#3
PB --- 2x 8 SP-#2
-- --- 2x 4 SP-#3
C -C
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 18- 5- 0
or 48.0" 0- 0- 0 18- 5- 0
BC Cont. 0- 0- 0 18- 5- 0
or 120.0" 0- 0- 0 18- 5- 0
psf-Ld Dead Live
TC 10.0 20.0
BC 10.0 0.0
TC+BC 20.0 20.0
Total 40.0 Spacing 24.0"
Lumber Duration Factor 1.15
Plate Duration Factor 1.15
TC Fb=1.15 Fc=1.10 Ft=1.10
BC Fb=1.10 Fc=1.10 Ft=1.10
Total Load Reactions (Lbs)
Jt Down Uplift Horiz-
A 793 328 U 180 R
C 793 328 U 180 R
Jt Brg Size Required
A 3.5" 1.5"
C 3.5" 1.5"
Plus 6 Wind Load Case(s)
Plus 2 Unbalanced Load Cases
Plus 1 LL Load Case(s)
Plus 1 DL Load Case(s)
Membr CSI P Lbs Axl-CSI-Bnd
----------Top Chords----------
A -G 0.14 643 C 0.00 0.14
G -E 0.31 865 C 0.08 0.23
E -B 0.29 650 C 0.06 0.23
B -F 0.29 650 C 0.06 0.23
F -H 0.31 865 C 0.08 0.23
H -C 0.14 643 C 0.00 0.14
--------Bottom Chords---------
A -D 0.69 723 T 0.08 0.61
D -S1 0.69 723 T 0.08 0.61
S1-C 0.54 723 T 0.08 0.46
-------------Webs-------------
E -D 0.20 265 T
D -B 0.24 483 T
D -F 0.20 265 T
-----------Sliders------------
A -G 0.19 392 C
H -C 0.19 392 C
TL Defl -0.22" in D -C L/966
LL Defl -0.10" in A -D L/999
Shear // Grain in A -D 0.20
Plates for each ply each face.
Plate - MT20 20 Ga, Gross Area
Plate - MT2H 20 Ga, Gross Area
Jt Type Plt Size X Y JSI
A MT20 3.0x 5.0 1.5 0.5 0.58
G MT20 3.0x 4.0 Ctr Ctr 0.33
E MT20 1.0x 4.0 Ctr Ctr 0.45
B MT20 4.0x 4.0 Ctr-0.6 0.51
F MT20 1.0x 4.0 Ctr Ctr 0.45
H MT20 3.0x 4.0 Ctr Ctr 0.33
C MT20 3.0x 5.0-1.5 0.5 0.58
D MT20 3.0x 5.0 Ctr Ctr 0.45
S1 MT20 3.0x 4.0 Ctr Ctr 0.42
REVIEWED BY:
MiTek USA, Inc.
6904 Parke East Blvd.
Tampa, FL 33610
REFER TO ONLINE PLUS GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by:
U.S. Housing Components
Analysis Conforms To:
IBC/IRC2006
TPI 2002
OH Loading
Soffit psf 2.0
This truss has been designed
for 20.0 psf LL on the B.C.
in areas where a rectangle
3- 6- 0 tall by
2- 0- 0 wide
will fit between the B.C.
and any other member.
Design checked for 10 psf non-
concurrent LL on BC.
Wind Loads - ANSI / ASCE 7-05
Truss is designed as a Main
Wind-Force Resistance System.
Wind Speed: 115 mph
Mean Roof Height: 25-0
Exposure Category: B
Occupancy Factor : 1.15
Building Type: Enclosed
Zone location: Exterior
TC Dead Load : 6.0 psf
BC Dead Load : 6.0 psf
Roof Snow Load per ASCE 7-05
Ground Snow Load = 20.0 psf
Rain Load = 0.0 psf
Importance Factor 1.00
Thermal Factor 1.00
Exposure Factor 1.20
Balanced Load Factor 0.76
Unbal snow loads checked
Par-to-ridge not req’d
Max comp. force 865 Lbs
Max tens. force 723 Lbs
Quality Control Factor 1.25
This truss is designed for a
creep factor of 1.5 which
is used to calculate total
load deflection.
Online Plus ' Copyright MiTekfi 1996-2015 Version 30.0.043 Engineering - Portrait 1/29/2016 3:00:23 PM Page 1 February 2,2016
BC 9-2-8 18-5-0
18-5-0
7-0-14
6-9-7
8
TC 10081008100074-7-4 9-2-8 13-9-12 17-4-8 180500HO 7-12 HO 7-12
A
3x5
B
4x4
C
3x5
D
3x5
E
1x4
F
1x4
G H
S1
3x4
3x4 3x4
W:308
R: 792
U: 328
W:308
R: 792
U: 328
ALL PLATES ARE MT2020
R_JAC-150 R32
Engineering
T7970252
Job Mark Quan
3
Type
TR
Span
180500
P1-H1
8
Left OH
10- 8
Right OH
10- 8
MONTICELLO
MiTekfi Online Plus APPROX. TRUSS WEIGHT: 109.8 LBS
Scale: 0.251" = 1’
Online Plus -- Version 30.0.043
RUN DATE: 29-JAN-16
Southern Pine lumber design
values are those effective
06-01-13 by SPIB//ALSC UON
CSI -Size- ----Lumber----
TC 0.31 2x 4 SP-#2
BC 0.69 2x 4 SP-#2
WB 0.24 2x 3 SP-#3
SL 0.19 2x 3 SP-#3
PB --- 2x 8 SP-#2
-- --- 2x 4 SP-#3
C -C
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 18- 5- 0
or 48.0" 0- 0- 0 18- 5- 0
BC Cont. 0- 0- 0 18- 5- 0
or 120.0" 0- 0- 0 18- 5- 0
psf-Ld Dead Live
TC 10.0 20.0
BC 10.0 0.0
TC+BC 20.0 20.0
Total 40.0 Spacing 24.0"
Lumber Duration Factor 1.15
Plate Duration Factor 1.15
TC Fb=1.15 Fc=1.10 Ft=1.10
BC Fb=1.10 Fc=1.10 Ft=1.10
Total Load Reactions (Lbs)
Jt Down Uplift Horiz-
A 793 328 U 181 R
C 793 328 U 181 R
Jt Brg Size Required
A 3.5" 1.5"
C 3.5" 1.5"
Plus 6 Wind Load Case(s)
Plus 2 Unbalanced Load Cases
Plus 1 LL Load Case(s)
Plus 1 DL Load Case(s)
Membr CSI P Lbs Axl-CSI-Bnd
----------Top Chords----------
A -G 0.14 643 C 0.00 0.14
G -E 0.31 865 C 0.08 0.23
E -B 0.29 650 C 0.06 0.23
B -F 0.29 650 C 0.06 0.23
F -H 0.31 865 C 0.08 0.23
H -C 0.14 643 C 0.00 0.14
--------Bottom Chords---------
A -D 0.69 723 T 0.08 0.61
D -S1 0.69 723 T 0.08 0.61
S1-C 0.54 723 T 0.08 0.46
-------------Webs-------------
E -D 0.20 265 T
D -B 0.24 484 T
D -F 0.20 265 T
-----------Sliders------------
A -G 0.19 392 C
H -C 0.19 392 C
TL Defl -0.22" in D -C L/967
LL Defl -0.10" in D -C L/999
Shear // Grain in A -D 0.20
Plates for each ply each face.
Plate - MT20 20 Ga, Gross Area
Plate - MT2H 20 Ga, Gross Area
Jt Type Plt Size X Y JSI
A MT20 3.0x 5.0 1.5 0.5 0.58
G MT20 3.0x 4.0 Ctr Ctr 0.33
E MT20 1.0x 4.0 Ctr Ctr 0.45
B MT20 4.0x 4.0 Ctr Ctr 0.42
F MT20 1.0x 4.0 Ctr Ctr 0.45
H MT20 3.0x 4.0 Ctr Ctr 0.33
C MT20 3.0x 5.0-1.5 0.5 0.58
D MT20 3.0x 5.0 Ctr Ctr 0.45
S1 MT20 3.0x 4.0 Ctr Ctr 0.42
REVIEWED BY:
MiTek USA, Inc.
6904 Parke East Blvd.
Tampa, FL 33610
REFER TO ONLINE PLUS GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by:
U.S. Housing Components
Analysis Conforms To:
IBC/IRC2006
TPI 2002
OH Loading
Soffit psf 2.0
This truss has been designed
for 20.0 psf LL on the B.C.
in areas where a rectangle
3- 6- 0 tall by
2- 0- 0 wide
will fit between the B.C.
and any other member.
Design checked for 10 psf non-
concurrent LL on BC.
Wind Loads - ANSI / ASCE 7-05
Truss is designed as a Main
Wind-Force Resistance System.
Wind Speed: 115 mph
Mean Roof Height: 25-0
Exposure Category: B
Occupancy Factor : 1.15
Building Type: Enclosed
Zone location: Exterior
TC Dead Load : 6.0 psf
BC Dead Load : 6.0 psf
Roof Snow Load per ASCE 7-05
Ground Snow Load = 20.0 psf
Rain Load = 0.0 psf
Importance Factor 1.00
Thermal Factor 1.00
Exposure Factor 1.20
Balanced Load Factor 0.76
Unbal snow loads checked
Par-to-ridge not req’d
Max comp. force 865 Lbs
Max tens. force 723 Lbs
Quality Control Factor 1.25
This truss is designed for a
creep factor of 1.5 which
is used to calculate total
load deflection.
Online Plus ' Copyright MiTekfi 1996-2015 Version 30.0.043 Engineering - Portrait 1/29/2016 3:00:26 PM Page 1 February 2,2016
BC 6-4-8 9-2-8 12-1-8 18-5-0
18-5-0
7-0-14
6-9-7
8
TC 100810086-4-8 9-2-8 12-1-8 18-5-0
HO 7-12 HO 7-12
A
4x7
B
4x5
C
4x6
D
5x8
E
3x5
G
3x8
H
3x6
I
3x4
S1
5x5
W:308
R:6707
U:2735
W:308
R:7088
U:2891
ALL PLATES ARE MT2020
R_JAC-150 R32A
Engineering
T7970253
Job Mark Quan
1*2P
Type
TR
Span
180500
P1-H1
8
Left OH
10- 8
Right OH
10- 8
MONTICELLO
MiTekfi Online Plus APPROX. TRUSS WEIGHT: 176.2 LBS
Scale: 0.234" = 1’
Online Plus -- Version 30.0.043
RUN DATE: 29-JAN-16
***************
* 2-Ply Truss *
***************
Southern Pine lumber design
values are those effective
06-01-13 by SPIB//ALSC UON
CSI -Size- ----Lumber----
TC 0.93 2x 4 SP-#2
BC 1.00 2x10 SP-#2
-- 0.85 2x10 SP-#1
S1-C
WB 0.85 2x 4 SP-#2
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 18- 5- 0
BC Cont. 0- 0- 0 18- 5- 0
or 120.0" 0- 0- 0 18- 5- 0
psf-Ld Dead Live
TC 10.0 20.0
BC 10.0 0.0
TC+BC 20.0 20.0
Total 40.0 Spacing 24.0"
Lumber Duration Factor 1.15
Plate Duration Factor 1.15
TC Fb=1.00 Fc=1.00 Ft=1.00
BC Fb=1.00 Fc=1.00 Ft=1.00
Total Load Reactions (Lbs)
Jt Down Uplift Horiz-
A 6707 2736 U 181 R
C 7089 2891 U 181 R
Jt Brg Size Required
A 3.5" 4.0" **
C 3.5" 4.2" **
LC# 1 Snow Loading
Dur Fctrs - Lbr 1.15 Plt 1.15
plf - Dead Live* From To
TC V 20 40 0.0’ 18.4’
BC V 20 0 0.0’ 18.4’
BC V 203 203 0.0’ 6.4’
BC V 313 313 6.4’ 16.3’
BC V 333 333 16.3’ 18.4’
BC V 1002 1002 6.4’ CL-LB
Plus 6 Wind Load Case(s)
Plus 2 Unbalanced Load Cases
Plus 1 LL Load Case(s)
Plus 1 DL Load Case(s)
Membr CSI P Lbs Axl-CSI-Bnd
----------Top Chords----------
A -E 0.93 8676 C 0.47 0.46
E -B 0.43 6492 C 0.29 0.14
B -I 0.44 6496 C 0.29 0.15
I -C 0.84 8205 C 0.40 0.44
--------Bottom Chords---------
A -G 1.00 7209 T 0.47 0.53
G -D 0.66 7209 T 0.47 0.19
D -S1 0.59 6822 T 0.45 0.14
S1-H 0.38 6822 T 0.30 0.08
H -C 0.85 6822 T 0.30 0.55
-------------Webs-------------
G -E 0.45 3820 T
E -D 0.33 3275 C
D -B 0.85 6981 T
D -I 0.25 2492 C
H -I 0.34 2862 T
TL Defl -0.23" in G -D L/949
LL Defl -0.09" in G -D L/999
Shear // Grain in H -C 0.50
Plates for each ply each face.
Plate - MT20 20 Ga, Gross Area
Plate - MT2H 20 Ga, Gross Area
Jt Type Plt Size X Y JSI
A MT20 4.0x 7.0 Ctr Ctr 0.89
E MT20 3.0x 5.0-0.8-0.6 0.86
B MT20 4.0x 5.0 Ctr-1.0 0.95
I MT20 3.0x 4.0 0.8-0.6 0.79
C MT20 4.0x 6.0 Ctr Ctr 0.98
G MT20 3.0x 8.0 Ctr-2.4 0.71
D MT20 5.0x 8.0 Ctr-0.6 0.87
S1 MT20 5.0x 5.0 Ctr Ctr 0.83
H MT20 3.0x 6.0 Ctr-1.6 0.60
REVIEWED BY:
MiTek USA, Inc.
6904 Parke East Blvd.
Tampa, FL 33610
REFER TO ONLINE PLUS GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by:
U.S. Housing Components
Analysis Conforms To:
IBC/IRC2006
TPI 2002
2 COMPLETE TRUSSES REQUIRED.
Fasten together in staggered
pattern. (1/2" bolts -OR-
SDS3 screws -OR- 10d nails
as each layer is applied.)
----Spacing (In)----
Rows Nails Screws Bolts
TC 1 12 24 0
BC 3 12 24 0
WB 1 8 8
Plus clusters of nails where
shown.
OH Loading
Soffit psf 2.0
This truss has been designed
for 20.0 psf LL on the B.C.
in areas where a rectangle
3- 6- 0 tall by
2- 0- 0 wide
will fit between the B.C.
and any other member.
Design checked for 10 psf non-
concurrent LL on BC.
Wind Loads - ANSI / ASCE 7-05
Truss is designed as a Main
Wind-Force Resistance System.
Wind Speed: 115 mph
Mean Roof Height: 25-0
Exposure Category: B
Occupancy Factor : 1.15
Building Type: Enclosed
Zone location: Exterior
TC Dead Load : 6.0 psf
BC Dead Load : 6.0 psf
Roof Snow Load per ASCE 7-05
Ground Snow Load = 20.0 psf
Rain Load = 0.0 psf
Importance Factor 1.00
Thermal Factor 1.00
Exposure Factor 1.20
Balanced Load Factor 0.76
Unbal snow loads checked
Par-to-ridge not req’d
Max comp. force 8676 Lbs
Max tens. force 7209 Lbs
Quality Control Factor 1.25
This truss is designed for a
creep factor of 1.5 which
is used to calculate total
load deflection.
Online Plus ' Copyright MiTekfi 1996-2015 Version 30.0.043 Engineering - Portrait 1/29/2016 3:00:29 PM Page 1
This truss is NOT symmetric.
Proper orientation is essential.
February 2,2016
BC 4-8-8 13-5-8 17-8-8
17100017-10-0
4-2-0
3-8-12
8
TC 10-8 100074-10-4 9-1-0 13-3-12 17-10-0
HO 7-12 HO 10-7
A
3x5
B
4x4
C
4x4
F
3x5
G
#2x4H
3x8
I
3x4
K
3x4
L
S1
3x4
3x4
W:308
R:1259
U: 518
W:108
R:1218
U: 498
ALL PLATES ARE MT2020, # = PLATE SELECTED IN PLATE MONITOR
R_JAC-150 R33
Engineering
T7970254
Job Mark Quan
1
Type
SHPS
Span
171000
P1-H1
8
Left OH
10- 8
Right OH
0
MONTICELLO
MiTekfi Online Plus APPROX. TRUSS WEIGHT: 116.7 LBS
Scale: 0.327" = 1’
Online Plus -- Version 30.0.043
RUN DATE: 02-FEB-16
Southern Pine lumber design
values are those effective
06-01-13 by SPIB//ALSC UON
CSI -Size- ----Lumber----
TC 0.85 2x 4 SP-#2
BC 0.96 2x 4 SP-1850f-1.7E
WB 0.35 2x 4 SP-#2
SL 0.11 2x 4 SP-#2
PB --- 2x 8 SP-#2
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 17-10- 0
or 30.0" 0- 0- 0 17-10- 0
BC Cont. 0- 0- 0 17-10- 0
or 114.0" 0- 0- 0 17-10- 0
psf-Ld Dead Live
TC 10.0 20.0
BC 10.0 0.0
TC+BC 20.0 20.0
Total 40.0 Spacing 24.0"
Lumber Duration Factor 1.15
Plate Duration Factor 1.15
TC Fb=1.00 Fc=1.00 Ft=1.00
BC Fb=1.00 Fc=1.00 Ft=1.00
Total Load Reactions (Lbs)
Jt Down Uplift Horiz-
A 1259 518 U 95 R
G 1219 499 U 109 R
Jt Brg Size Required
A 3.5" 1.5"
G 1.5" 1.5"
LC# 1 Girder & Snow Load
Dur Fctrs - Lbr 1.15 Plt 1.15
plf - Dead Live* From To
TC V 20 40 0.0’ 17.8’
BC V 20 0 0.0’ 17.8’
BC V 29 29 4.7’ 13.5’
BC V 125 125 4.7’ CL-LB
BC V 125 125 13.5’ CL-LB
Plus 6 Wind Load Case(s)
Plus 8 Unbalanced Load Cases
Plus 1 LL Load Case(s)
Plus 1 DL Load Case(s)
Membr CSI P Lbs Axl-CSI-Bnd
----------Top Chords----------
A -L 0.82 1039 C 0.01 0.81
L -B 0.85 1773 C 0.04 0.81
B -K 0.53 1444 C 0.02 0.51
K -C 0.53 1431 C 0.02 0.51
C -F 0.47 1710 C 0.04 0.43
--------Bottom Chords---------
A -I 0.79 1444 T 0.18 0.61
I -S1 0.80 1705 T 0.19 0.61
S1-H 0.96 1705 T 0.24 0.72
H -G 0.71 97 T 0.00 0.71
-------------Webs-------------
I -B 0.20 843 T
I -K 0.18 331 C
K -H 0.18 348 C
H -C 0.17 727 T
H -F 0.35 1448 T
G -F 0.14 1267 C WindLd
-----------Sliders------------
A -L 0.11 959 C
TL Defl -0.60" in I -H L/343
LL Defl -0.25" in I -H L/844
Shear // Grain in S1-H 0.49
Plates for each ply each face.
Plate - MT20 20 Ga, Gross Area
Plate - MT2H 20 Ga, Gross Area
Jt Type Plt Size X Y JSI
A MT20 3.0x 5.0 1.5 0.5 0.98
L MT20 3.0x 4.0 Ctr Ctr 0.37
B MT20 4.0x 4.0 Ctr Ctr 0.72
K MT20 3.0x 4.0 Ctr Ctr 0.28
C MT20 4.0x 4.0 Ctr Ctr 0.62
F MT20 3.0x 5.0 Ctr Ctr 0.73
I MT20 3.0x 4.0 Ctr Ctr 0.64
S1 MT20 3.0x 4.0 Ctr Ctr 0.57
H MT20 3.0x 8.0 0.5 Ctr 0.83
G# MT20 2.0x 4.0-0.6 0.6 0.40
# = Plate Monitor used
REVIEWED BY:
MiTek USA, Inc.
6904 Parke East Blvd.
Tampa, FL 33610
REFER TO ONLINE PLUS GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by:
U.S. Housing Components
Analysis Conforms To:
IBC/IRC2006
TPI 2002
Girder Step Down Hip
Framing King Jacks
Jack Closed Face
Setback 4-10- 4
OH Loading
Soffit psf 2.0
Design checked for 10 psf non-
concurrent LL on BC.
NOTE: USER MODIFIED PLATES
This design may have plates
selected through a plate
monitor.
Wind Loads - ANSI / ASCE 7-05
Truss is designed as a Main
Wind-Force Resistance System.
Wind Speed: 115 mph
Mean Roof Height: 25-0
Exposure Category: B
Occupancy Factor : 1.15
Building Type: Enclosed
Zone location: Exterior
TC Dead Load : 6.0 psf
BC Dead Load : 6.0 psf
Roof Snow Load per ASCE 7-05
Ground Snow Load = 20.0 psf
Rain Load = 0.0 psf
Importance Factor 1.00
Thermal Factor 1.00
Exposure Factor 1.20
Balanced Load Factor 0.84
Unbal snow loads checked
Upwnd ridge dist = 25.0 ft
Max comp. force 1773 Lbs
Max tens. force 1705 Lbs
Quality Control Factor 1.25
This truss is designed for a
creep factor of 1.5 which
is used to calculate total
load deflection.
Online Plus ' Copyright MiTekfi 1996-2015 Version 30.0.043 Engineering - Portrait 2/2/2016 7:40:10 AM Page 1 February 2,2016
BC 6-10-4 11-5-0 17-8-8
17100017-10-0
5-6-0
5-0-12
8
TC 1008100076-10-4 11-3-12 17-10-0
HO 7-12 HO 10-7
A
3x5
B
4x4
C
4x4
E
3x4
F
3x4
G
#2x4H
3x4
I
S1
3x4
3x4
W:308
R: 813
U: 319
W:108
R: 762
U: 291
ALL PLATES ARE MT2020, # = PLATE SELECTED IN PLATE MONITOR
R_JAC-150 R34
Engineering
T7970255
Job Mark Quan
1
Type
SHPS
Span
171000
P1-H1
8
Left OH
10- 8
Right OH
0
MONTICELLO
MiTekfi Online Plus APPROX. TRUSS WEIGHT: 108.3 LBS
Scale: 0.268" = 1’
Online Plus -- Version 30.0.043
RUN DATE: 02-FEB-16
Southern Pine lumber design
values are those effective
06-01-13 by SPIB//ALSC UON
CSI -Size- ----Lumber----
TC 0.89 2x 4 SP-#2
BC 0.43 2x 4 SP-#2
WB 0.36 2x 3 SP-#3
-- 0.13 2x 4 SP-#3
G -F
SL 0.26 2x 3 SP-#3
PB --- 2x 8 SP-#2
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 17-10- 0
or 36.0" 0- 0- 0 17-10- 0
BC Cont. 0- 0- 0 17-10- 0
or 120.0" 0- 0- 0 17-10- 0
psf-Ld Dead Live
TC 10.0 20.0
BC 10.0 0.0
TC+BC 20.0 20.0
Total 40.0 Spacing 24.0"
Lumber Duration Factor 1.15
Plate Duration Factor 1.15
TC Fb=1.15 Fc=1.10 Ft=1.10
BC Fb=1.10 Fc=1.10 Ft=1.10
Total Load Reactions (Lbs)
Jt Down Uplift Horiz-
A 813 319 U 135 R
G 763 292 U 149 R
Jt Brg Size Required
A 3.5" 1.5"
G 1.5" 1.5"
Plus 6 Wind Load Case(s)
Plus 8 Unbalanced Load Cases
Plus 1 LL Load Case(s)
Plus 1 DL Load Case(s)
Membr CSI P Lbs Axl-CSI-Bnd
----------Top Chords----------
A -I 0.25 445 C 0.00 0.25
I -B 0.60 764 C 0.01 0.59
B -C 0.38 637 C 0.07 0.31
C -F 0.89 746 C 0.01 0.88
--------Bottom Chords---------
A -S1 0.43 637 T 0.00 0.43
S1-E 0.37 637 T 0.14 0.23
E -H 0.36 632 T 0.08 0.28
H -G 0.29 137 T 0.00 0.29
-------------Webs-------------
E -B 0.09 209 T
E -C 0.12 116 T
H -C 0.08 196 T
H -F 0.36 636 T
G -F 0.13 709 C WindLd
-----------Sliders------------
A -I 0.26 704 C
TL Defl -0.13" in H -G L/999
LL Defl -0.06" in H -G L/999
Shear // Grain in C -F 0.31
Plates for each ply each face.
Plate - MT20 20 Ga, Gross Area
Plate - MT2H 20 Ga, Gross Area
Jt Type Plt Size X Y JSI
A MT20 3.0x 5.0 1.5 0.5 0.72
I MT20 3.0x 4.0 Ctr Ctr 0.45
B MT20 4.0x 4.0 Ctr Ctr 0.42
C MT20 4.0x 4.0 Ctr Ctr 0.49
F MT20 3.0x 4.0 Ctr Ctr 0.55
S1 MT20 3.0x 4.0 Ctr Ctr 0.39
E MT20 3.0x 4.0 Ctr Ctr 0.33
H MT20 3.0x 4.0 0.8 Ctr 0.62
G# MT20 2.0x 4.0-0.6 0.6 0.41
# = Plate Monitor used
REVIEWED BY:
MiTek USA, Inc.
6904 Parke East Blvd.
Tampa, FL 33610
REFER TO ONLINE PLUS GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by:
U.S. Housing Components
Analysis Conforms To:
IBC/IRC2006
TPI 2002
OH Loading
Soffit psf 2.0
This truss has been designed
for 20.0 psf LL on the B.C.
in areas where a rectangle
3- 6- 0 tall by
2- 0- 0 wide
will fit between the B.C.
and any other member.
Design checked for 10 psf non-
concurrent LL on BC.
NOTE: USER MODIFIED PLATES
This design may have plates
selected through a plate
monitor.
Wind Loads - ANSI / ASCE 7-05
Truss is designed as a Main
Wind-Force Resistance System.
Wind Speed: 115 mph
Mean Roof Height: 25-0
Exposure Category: B
Occupancy Factor : 1.15
Building Type: Enclosed
Zone location: Exterior
TC Dead Load : 6.0 psf
BC Dead Load : 6.0 psf
Roof Snow Load per ASCE 7-05
Ground Snow Load = 20.0 psf
Rain Load = 0.0 psf
Importance Factor 1.00
Thermal Factor 1.00
Exposure Factor 1.20
Balanced Load Factor 0.84
Unbal snow loads checked
Upwnd ridge dist = 25.0 ft
Max comp. force 764 Lbs
Max tens. force 637 Lbs
Quality Control Factor 1.25
This truss is designed for a
creep factor of 1.5 which
is used to calculate total
load deflection.
Online Plus ' Copyright MiTekfi 1996-2015 Version 30.0.043 Engineering - Portrait 2/2/2016 7:41:48 AM Page 1 February 2,2016
BC 9-1-0 17-8-8
17100017-10-0
6-10-0
6-6-9
8
TC 1008100074-6-8 9-1-0 13-7-8 17-10-0
HO 7-12 HO 10-7
A
3x5
B
4x4
D
3x5
E
1x4
F
3x4
G
#2x4
H
#3x5
I
S1
3x4
3x4
W:308
R: 769
U: 319
W:108
R: 709
U: 291
ALL PLATES ARE MT2020, # = PLATE SELECTED IN PLATE MONITOR
R_JAC-150 R35
Engineering
T7970256
Job Mark Quan
1
Type
TR
Span
171000
P1-H1
8
Left OH
10- 8
Right OH
0
MONTICELLO
MiTekfi Online Plus APPROX. TRUSS WEIGHT: 110.1 LBS
Scale: 0.220" = 1’
Online Plus -- Version 30.0.043
RUN DATE: 02-FEB-16
Southern Pine lumber design
values are those effective
06-01-13 by SPIB//ALSC UON
CSI -Size- ----Lumber----
TC 0.36 2x 4 SP-#2
BC 0.77 2x 4 SP-#2
WB 0.63 2x 3 SP-#3
-- 0.04 2x 4 SP-#3
H -G
SL 0.18 2x 3 SP-#3
PB --- 2x 8 SP-#2
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 17-10- 0
or 48.0" 0- 0- 0 17-10- 0
BC Cont. 0- 0- 0 17-10- 0
or 120.0" 0- 0- 0 17-10- 0
psf-Ld Dead Live
TC 10.0 20.0
BC 10.0 0.0
TC+BC 20.0 20.0
Total 40.0 Spacing 24.0"
Lumber Duration Factor 1.15
Plate Duration Factor 1.15
TC Fb=1.15 Fc=1.10 Ft=1.10
BC Fb=1.10 Fc=1.10 Ft=1.10
Total Load Reactions (Lbs)
Jt Down Uplift Horiz-
A 770 319 U 181 R
H 710 292 U 193 R
Jt Brg Size Required
A 3.5" 1.5"
H 1.5" 1.5"
Plus 6 Wind Load Case(s)
Plus 2 Unbalanced Load Cases
Plus 1 LL Load Case(s)
Plus 1 DL Load Case(s)
Membr CSI P Lbs Axl-CSI-Bnd
----------Top Chords----------
A -I 0.15 591 C 0.00 0.15
I -E 0.32 835 C 0.08 0.24
E -B 0.30 624 C 0.06 0.24
B -F 0.36 627 C 0.06 0.30
F -G 0.31 88 T 0.01 0.30
--------Bottom Chords---------
A -S1 0.49 697 T 0.15 0.34
S1-D 0.77 697 T 0.08 0.69
D -H 0.76 649 T 0.07 0.69
-------------Webs-------------
E -D 0.19 266 T
D -B 0.24 465 T
D -F 0.14 265 T
F -H 0.63 842 C
H -G 0.04 123 T WindLd
-----------Sliders------------
A -I 0.18 402 C
TL Defl -0.34" in D -H L/615
LL Defl -0.16" in D -H L/999
Shear // Grain in D -H 0.22
Plates for each ply each face.
Plate - MT20 20 Ga, Gross Area
Plate - MT2H 20 Ga, Gross Area
Jt Type Plt Size X Y JSI
A MT20 3.0x 5.0 1.5 0.5 0.58
I MT20 3.0x 4.0 Ctr Ctr 0.31
E MT20 1.0x 4.0 Ctr Ctr 0.45
B MT20 4.0x 4.0 Ctr Ctr 0.42
F MT20 3.0x 4.0 Ctr Ctr 0.58
G# MT20 2.0x 4.0 0.7 0.6 0.50
S1 MT20 3.0x 4.0 Ctr Ctr 0.46
D MT20 3.0x 5.0 Ctr Ctr 0.45
H# MT20 3.0x 5.0 0.1 0.3 0.64
# = Plate Monitor used
REVIEWED BY:
MiTek USA, Inc.
6904 Parke East Blvd.
Tampa, FL 33610
REFER TO ONLINE PLUS GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by:
U.S. Housing Components
Analysis Conforms To:
IBC/IRC2006
TPI 2002
OH Loading
Soffit psf 2.0
This truss has been designed
for 20.0 psf LL on the B.C.
in areas where a rectangle
3- 6- 0 tall by
2- 0- 0 wide
will fit between the B.C.
and any other member.
Design checked for 10 psf non-
concurrent LL on BC.
NOTE: USER MODIFIED PLATES
This design may have plates
selected through a plate
monitor.
Wind Loads - ANSI / ASCE 7-05
Truss is designed as a Main
Wind-Force Resistance System.
Wind Speed: 115 mph
Mean Roof Height: 25-0
Exposure Category: B
Occupancy Factor : 1.15
Building Type: Enclosed
Zone location: Exterior
TC Dead Load : 6.0 psf
BC Dead Load : 6.0 psf
Roof Snow Load per ASCE 7-05
Ground Snow Load = 20.0 psf
Rain Load = 0.0 psf
Importance Factor 1.00
Thermal Factor 1.00
Exposure Factor 1.20
Balanced Load Factor 0.76
Unbal snow loads checked
Par-to-ridge not req’d
Max comp. force 842 Lbs
Max tens. force 697 Lbs
Quality Control Factor 1.25
This truss is designed for a
creep factor of 1.5 which
is used to calculate total
load deflection.
Online Plus ' Copyright MiTekfi 1996-2015 Version 30.0.043 Engineering - Portrait 2/2/2016 7:46:09 AM Page 1 February 2,2016
BC 9-1-0 17-8-8
17100017-10-0
6-11-14
6-8-7
8
TC 1008100074-6-8 9-1-0 13-7-8 17-10-0
HO 7-12 HO 10-7
A
3x5
B
4x4
D
3x5
E
1x4
F
3x4
G
#2x4
H
#3x5
I
S1
3x4
3x4
W:308
R: 771
U: 319
W:108
R: 709
U: 290
ALL PLATES ARE MT2020, # = PLATE SELECTED IN PLATE MONITOR
R_JAC-150 R36
Engineering
T7970257
Job Mark Quan
4
Type
TR
Span
171000
P1-H1
8
Left OH
10- 8
Right OH
0
MONTICELLO
MiTekfi Online Plus APPROX. TRUSS WEIGHT: 110.3 LBS
Scale: 0.220" = 1’
Online Plus -- Version 30.0.043
RUN DATE: 02-FEB-16
Southern Pine lumber design
values are those effective
06-01-13 by SPIB//ALSC UON
CSI -Size- ----Lumber----
TC 0.36 2x 4 SP-#2
BC 0.78 2x 4 SP-#2
WB 0.65 2x 3 SP-#3
SL 0.18 2x 3 SP-#3
PB --- 2x 8 SP-#2
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 17-10- 0
or 48.0" 0- 0- 0 17-10- 0
BC Cont. 0- 0- 0 17-10- 0
or 120.0" 0- 0- 0 17-10- 0
psf-Ld Dead Live
TC 10.0 20.0
BC 10.0 0.0
TC+BC 20.0 20.0
Total 40.0 Spacing 24.0"
Lumber Duration Factor 1.15
Plate Duration Factor 1.15
TC Fb=1.15 Fc=1.10 Ft=1.10
BC Fb=1.10 Fc=1.10 Ft=1.10
Total Load Reactions (Lbs)
Jt Down Uplift Horiz-
A 772 320 U 180 R
H 709 291 U 192 R
Jt Brg Size Required
A 3.5" 1.5"
H 1.5" 1.5"
Plus 6 Wind Load Case(s)
Plus 2 Unbalanced Load Cases
Plus 1 LL Load Case(s)
Plus 1 DL Load Case(s)
Membr CSI P Lbs Axl-CSI-Bnd
----------Top Chords----------
A -I 0.16 590 C 0.00 0.16
I -E 0.32 838 C 0.08 0.24
E -B 0.30 627 C 0.06 0.24
B -F 0.36 630 C 0.06 0.30
F -G 0.31 86 T 0.01 0.30
--------Bottom Chords---------
A -S1 0.49 700 T 0.15 0.34
S1-D 0.78 700 T 0.08 0.70
D -H 0.77 656 T 0.07 0.70
-------------Webs-------------
E -D 0.19 266 T
D -B 0.24 467 T
D -F 0.15 268 T
F -H 0.65 847 C
H -G 0.06 121 T WindLd
-----------Sliders------------
A -I 0.18 405 C
TL Defl -0.34" in D -H L/601
LL Defl -0.17" in D -H L/999
Shear // Grain in D -H 0.22
Plates for each ply each face.
Plate - MT20 20 Ga, Gross Area
Plate - MT2H 20 Ga, Gross Area
Jt Type Plt Size X Y JSI
A MT20 3.0x 5.0 1.5 0.5 0.58
I MT20 3.0x 4.0 Ctr Ctr 0.31
E MT20 1.0x 4.0 Ctr Ctr 0.45
B MT20 4.0x 4.0 Ctr Ctr 0.42
F MT20 3.0x 4.0 Ctr Ctr 0.59
G# MT20 2.0x 4.0 0.2 0.9 0.49
S1 MT20 3.0x 4.0 Ctr Ctr 0.45
D MT20 3.0x 5.0 Ctr Ctr 0.45
H# MT20 3.0x 5.0-0.9 0.2 0.39
# = Plate Monitor used
REVIEWED BY:
MiTek USA, Inc.
6904 Parke East Blvd.
Tampa, FL 33610
REFER TO ONLINE PLUS GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by:
U.S. Housing Components
Analysis Conforms To:
IBC/IRC2006
TPI 2002
OH Loading
Soffit psf 2.0
This truss has been designed
for 20.0 psf LL on the B.C.
in areas where a rectangle
3- 6- 0 tall by
2- 0- 0 wide
will fit between the B.C.
and any other member.
Design checked for 10 psf non-
concurrent LL on BC.
NOTE: USER MODIFIED PLATES
This design may have plates
selected through a plate
monitor.
Wind Loads - ANSI / ASCE 7-05
Truss is designed as a Main
Wind-Force Resistance System.
Wind Speed: 115 mph
Mean Roof Height: 25-0
Exposure Category: B
Occupancy Factor : 1.15
Building Type: Enclosed
Zone location: Exterior
TC Dead Load : 6.0 psf
BC Dead Load : 6.0 psf
Roof Snow Load per ASCE 7-05
Ground Snow Load = 20.0 psf
Rain Load = 0.0 psf
Importance Factor 1.00
Thermal Factor 1.00
Exposure Factor 1.20
Balanced Load Factor 0.76
Unbal snow loads checked
Par-to-ridge not req’d
Max comp. force 847 Lbs
Max tens. force 700 Lbs
Quality Control Factor 1.25
This truss is designed for a
creep factor of 1.5 which
is used to calculate total
load deflection.
Online Plus ' Copyright MiTekfi 1996-2015 Version 30.0.043 Engineering - Portrait 2/2/2016 7:44:49 AM Page 1 February 2,2016
ONLINE PLUS GENERAL NOTES & SYMBOLS
Metal connector plates shall be applied on both faces
of truss at each joint. Center the plates, unless
indicated otherwise. No loose knots or wane in plate
contact area. Splice only where shown. Overall spans
assume 4" bearing at each end, unless indicated
otherwise. Cutting and fabrication shall be performed
using equipment which produces snug-fitting joints and
plates. Unless otherwise noted, moisture content of
lumber shall not exceed 19% at time of fabrication and
the attached truss designs are not applicable for use
with fire retardant lumber and some preservative
treatments. Nails specified on Truss Design Drawings
refer to common wire nails, except as noted. The
attached design drawings were prepared in accordance
with " National Design Specifications for Wood
Construction" (AF & PA ), " National Design Standard
for Metal Plate Connected Wood Truss Construction"
(ANSI/TPI 1), and HUD Design Criteria for Trussed
Rafters.
Mitek Industries Inc. bears no responsibility for the
erection of trusses, field bracing or permanent
truss bracing. Refer to "Building Component Safety
Information" (BCSI 1) as published by Truss Plate
Institute, 218 North Lee Street, Suite 312, Alexandria,
Virginia 22314. Persons erecting trusses are cautioned
to seek professional advice concerning proper erection
bracing to prevent toppling and " dominoing ". Care
should be taken to prevent damage during fabrication,
storage, shipping and erection. Top and bottom chords
shall be adequately braced in the absence of sheathing
or rigid ceiling, respectively. It is the responsibility of
others to ascertain that design loads utilized on these
drawings meet or exceed the actual dead loads imposed
by the structure and the live loads imposed by the local
building code or historical climatic records. When truss
hangers are specified on the Truss Design Drawing,
they must be installed per manufacturer’s details and
specifications.
FURNISH A COPY OF THE ATTACHED TRUSS DESIGN DRAWINGS TO ERECTION CONTRACTOR. IT IS
THE RESPONSIBILITY OF THE BUILDING DESIGNER TO REVIEW THESE DRAWINGS AND VERIFY THAT
DATA, INCLUDING DIMENSIONS & LOADS, CONFORM TO ARCHITECTURAL PLAN / SPECS AND THE
TRUSS PLACEMENT DIAGRAM FURNISHED BY THE TRUSS MANUFACTURER.
Tel: 813-972-1135
Fax: 813-971-6117
Center plates on joints
unless otherwise noted
in plate list or on drawing.
Dimensions are given in
inches (i.e. 1 1/2" or 1.5" )
or IN-16ths (i.e. 108)
FLOOR TRUSS SPLICE
( 3X2, 4X2, 6X2 )
(W) = Wide Face Plate
(N ) = Narrow Face Plate
Designates the location for
continuous lateral bracing (CLB) for
support of individual truss members
only. CLBs must be properly
anchored or restrained to prevent
simultaneous buckling of adjacent
truss members.
When truss is designed to
bear on multiple supports,
interior bearing locations
should be marked on the
truss. Interior support or
temporary shoring must be
in place before trusses are
installed. If necessary, shim
bearings to assure solid
contact with truss.
BEARING
LATERAL BRACING108
3x5
6-08-08
708
The first dimension is
the width measured
perpendicular to slots.
The second dimension is
the length measured
parallel to slots. Plate
orientation, shown next
to plate size, indicates
direction of slots in
connector plates.
PLATE SIZE AND ORIENTATION
PLATE LOCATION
All dimensions are shown in
FT-IN-SX (i.e. 6’-8.5" or
6-08-08 ). Dimensions less
than one foot are shown
in IN-SX only (i.e. 708).
DIMENSIONS
W = Actual Bearing
Width (IN-SX)
R = Reaction (lbs.)
U = Uplift (lbs.)
6904 Parke East Blvd.
Tampa, FL 33610-4115
MiTek USA, Inc.