HomeMy WebLinkAboutALB8 Langdon Truss DetailsM1t�
MiTek`
MiTek USA, Inc.
6904 Parke East Blvd.
Tampa, FL 33610-4115
ROOF DESIGN INFO
The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision
based on the parameters provided by U.S. Housing.
Pages or sheets covered by this seal: T4419153 thru T4419178
My license renewal date for the state of Indiana is July 31, 2014.
Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3
These truss designs rely on lumber values established by others.
0op's A.i'4<e
. No. 19300529
to 'µ1 " S~
NAL
4 S
June 8,2012
Albani, Thomas
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.
Job Mark Quan Type Span Pl-H1 Left OH Right OH Engineering
IGA172 LANGDONN CJl 2 MONO 100505 6.656 1- 6-15 0 T4419153
Langdon
HO 11-12 HO 6-9-4
_TC 11-6-151 5-0-15 1 10-5-5 1
lx4 II
B
2-(.148"x3") gun toenails
6.656
3x4
H
7-0-0
6-9-4
3x4
I
3-(.148"x3") gun toenails
F
1x9 11 G C
3x4 - 3x4 =
W:401
R: 380
U: 14
10-5-5
10-5-5
ALL PLATES ARE MT2020
Scale: 0.272" = 1'
MiTek® Online Plus- APPROX. TRUSS WEIGHT: 89.7 LBS
OnlinePlus -- Version 30.0.009
F -G 0.31 180 C 0.00 0.31
Wind Speed: 90 mph
RUN DATE: 07 -JUN -12
G -C 0.41 364 T 0.05 0.36
Mean Roof Height: 25 -0
-------------Webs-------------
Exposure Category: B
Southern Pine lumber design
F -I 0.09 375 C WindLd
Occupancy Factor : 1.00
values are those effective
I -G 0.16 369 T
Building Type: Enclosed
06-01-12 by SPIB//ALSC UON
G -H 0.07 211 T
Zone location: Exterior
CSI -Size- ----Lumber----
H -C 0.36 430 C
TC Dead Load 6.0 psf
TC 0.72 2x 4 SP42
C -B 0.00 0 T
BC Dead Load 6.0 psf
BC 0.41 2x 4 SP42
Roof Snow Load per ASCE 7-05
WB 0.36 2x 4 SP -#3
TL Defl -0.09" in G -C L/999
Ground Snow Load = 20.0 psf
LL Defl -0.04" in G -C L/999
Rain Load = 0.0 psf
Brace truss as follows:
Shear // Grain in H -B 0.30
Importance Factor 1.00
O.C. From To
Thermal Factor 1.00
TC Cont. 0- 0- 0 10- 5- 5
Plates for each ply each face.
Exposure Factor 1.20
or 48.0" 0- 0- 0 10- 5- 5
Plate - MT20 20 Ga, Gross Area
Balanced Load Factor 0.84
BC Cont. 0- 0- 0 10- 5- 5
Plate - MT2H 20 Ga, Gross Area
Unbal cases not req'd
or 120.0" 0- 0- 0 10- 5- 5
Jt Type Plt Size X Y JSI
Par -to -ridge not req'd
I MT20 3.Ox 4.0 Ctr Ctr 0.27
Max comp. force 438 Lbs
psf-Ld Dead Live
H MT20 3.Ox 4.0 Ctr Ctr 0.21
Max tens. force 369 Lbs
TC 10.0 20.0
B MT20 1.0x 4.0 Ctr Cts 0.25
Connector Plate Fabrication
BC 10.0 0.0
F MT20 1.Ox 4.0 Ctr Ctr 0.29
Tolerance = 203
TC+BC 20.0 20.0
G MT20 3.Ox 4.0-0.7 Ctr 0.56
This truss is designed for a
Total 40.0 Spacing 24.0"
C MT20 3.Ox 4.0 Ctr Ctr 0.31
creep factor of 1.5 which
Lumber Duration Factor 1.15
is used to calculate total
Plate Duration Factor 1.15
REVIEWED BY:
load deflection.
TC Fb=1.00 Fc=1.00 Ft=1.00
MiTek Industries, Inc.
BC Fb=1.00 Fc=1.00 Ft=1.00
6904 Parke East Blvd.
Tampa, FL 33610
Total Load Reactions (Lbs)
Jt Down Uplift Horiz-
REFER TO ONLINE PLUS GENERAL
F 381 14 U 180 R
NOTES AND SYMBOLS SHEET FOR
C 344 13 U
ADDITIONAL SPECIFICATIONS.
B 241 109 U 103 R
For proper installation of
Jt Brg Size Required
toe -nails, refer to the 2005
F 4.1" 1.5"
National Design Specification
C 3.5" 1.5"
(NDS) for Wood Construction
B 1.5" 1.5"
NOTES:
LC# 1 Girder & Snow Load
Trusses Manufactured by:
Dur Fctrs - Lbr 1.15 Plt 1.15 -
- Dead Live* From To
U.S. Housing
Analysis Conforms To:
A. 44
plf
�1\ 01\S
\
TC V 20 40 0.0' 10.4'
IBC/IRC2006
,0 ,
�
BC V 20 0 0.0' 10.4'
TPI 2002
TC V -20 -40 0.0'
Girder King Jack
';``Q•,• =
20 41 10.4'
Loading TC and BC
�:Q�G
BC V -20 0 0.0'
Setback 5-10-12
No. 19300529
20 0 10.4'
OH Loading
Plus 5 Wind Load Case (s)
Plus 1 UBC LL Load Case(s)
Soffit psf 2.0
Design checked for 10 psf non-
concurrent LL on BC.
�,-�A,�WF
�
Plus 1 DL Load Case(s)
No wind exposure on right end.
Use properly rated hangers for
pr
Membr CSI P Lbs Axl-CSI-Bnd
----------Top Chords----------
loads framing into girder
truss.
E� \\
N)A
I -H 0.61 388 C 0.00 0.61
Wind Loads - ANSI / ASCE 7-05
H -B 0.72 77 C 0.00 0.72
Truss is designed as a Main
--------Bottom Chords---------
Wind -Force Resistance System.
Online Plus- 0 Copyright M7ek®1996-2012 Version 30.0.009 Engineering - Portrait 6///2012 5:05:15 PM Pagel
p
June 5,20 .I 12
Job Mark Quan Type Span Pl-Hl Left OH Right OH Engineering
IGA172 LANGDONN CJIA 1 SP 100505 6.656 1- 6-15 0 T4419154
Langdon
HO 11-12 HO 5-9-4
TC 11-6-15 1 3-9-9 1 7-8-5 1 10-5-5
1x4 11
B
2-(.1481lx3") gun toenails
3x4
G
6.656
7-0-0 3x4
6-9-4 F
1 -0 -OD
1-0-0C
3x4
H 4-(.1481lx3") gun toenails
D C
6x6 3x4=
A E
1x4 11
5x6 3.328
W:401
R: 520
U: 9
BC 1 1 3-11-57-6-9 - -
10-5-5
ALL PLATES ARE MT2020
Scale: 0.286" = 1'
MiTek® Online Plus- APPROX. TRUSS WEIGHT: 92.8 LBS
Online Plus -_Version 30.0.009
--------Bottom Chords---------
concurrent LL on BC.
RUN DATE: 07 -JUN -12
A -E 0.16 179 C 0.00 0.16
No wind exposure on right end.
E -D 0.22 395 T 0.080.14
Wind Loads - ANSI / ASCE 7-05
Southern Pine lumber design
D -C 0.07 258 T 0.03 0.04
Tru as is designed as a Main
values are those effective
-------------Webs-------------
Wind -Force Resistance System.
06-01-12 by SPIB//ALSC DON
A -H 0.12 470 C WindLd
Wind Speed: 90 mph
CSI -Size- ----Lumber----
H -E 0.17 384 T
Mean Roof Height: 25-0
TC 0.30 2x 4 SP -R2
E -F 0.02 90 C
Exposure Category: B
BC 0.22 2x 4 SP -R2
F -D 0.07 190 C
Occupancy Factor : 1.00
-- 0.07 2x 6 SP -R2
D -G 0.09 244 T
Building Type: Enclosed
D -C
G -C 0.22 460 C
Zone location: Exterior
WB 0.22 2x 4 SP -93
C -B 0.00 0 T
TC Dead Load 6.0 psf
BC Dead Load 6.0 Pat!
Brace truss as follows:
TL Defl -0.03" in A -E L/999
Roof Snow Load per ASCE 7-05
O.C. From To
LL Defl -0.01" in A -E L/999
Ground Snow Load = 20.0 psf
TC Cont. 0- 0- 0 10- 5- 5
Hz Disp LL DL TL
Rain Load = 0.0 psf
or 48.0" 0- 0- 0 10- 5- 5
it B 0.01" 0.01" 0.01"
Importance Factor 1.00
BC Cont.0- 0- 0 30- 5- 5
Shear // Grain in G -B 0.20
Thermal Factor 1.00
or 120.0" 0- 0- 0 10- 5- 5
Exposure Factor 1.20
Plates for each ply each face.
Balanced Load Factor 0.94
psf-Ld Dead Live
Plate - MT20 20 Ga, Gross Area
Unbal cases not req'd
TC 10.0 20.0
Plate - MT2H 20 Ga, Gross Area
Par -to -ridge not req'd
HC 10.0 0.0
it Type Pit Size X Y JSI
Max comp. force 470 Lbs
TC+BC 20.0 20.0
H MT20 3.Ox 4.0 Ctr Ctr 0.34
Max tens. force 395 Lbs
Total 40.0 Spacing 24.0"
F MT20 3.Ox 4.0 Ctr Ctr 0.21
Connector Plate Fabrication
Lumber Duration Factor 1.15
G MT20 3.Ox 4.0 Ctr Ctr 0.24
Tolerance = 20%
Plate Duration Factor 1.15
H MT20 1.0x 4.0 Ctr Ctr 0.25
This truss is designed for a
TC Fb=1.15 F-1.10 Ft=1.10
A MT20 1.0x 4.0 Ctr Ctr 0.36
creep factor of 1.5 which
BC Fb=1.10 F-1.10 Ft=1.10
E MT20 5.Ox 6.0-1.4 3.0 0.67
is used to calculate total
DMT20 6.Ox 6.0 Ctr Ctr 0.45
load deflection.
Total Load Reactions (Lbs)
C MT20 3.Ox 4.0 Ctr Ctr 0.27
it Down Uplift Horiz-
A 520 9 U 186 R
REVIEWED BY:
C 444 64 U
MiTek Industries, Inc.
B 126 29 U 103 R
6904 Parke East Blvd.
Tampa, FL 33610
it Brg Size Required
A 4.1" 15"
REFER TO ONLINE PLUS GENERAL
C 1.5 1..5"
NOTES AND SYMBOLS SHEET FOR
B 1.5" 1.5"
ADDITIONAL SPECIFICATIONS.
LCR 9 NonStandard Loading
For proper installation of
Dur Fctra - Lbr 1.15 Pit 1.15
toe -nails, refer to the 2005
I III I fill,///
HC Fb=1.00 Fc=1.00 Ft=1.00
(NDS)nforal DWood Constructionon\
`\`llSn))
�\Y'"� A.,14n�
plf - Dead Live- FromTo
�,.
TC V 0 0 0.0' 10.4'
NOTES:
A�O LL�,,Ci,T��
BC V 0 0 0.0' 10.4'
Trusses Manufactured by:
��,
��•.»
TC V 0 0 0.0'
U.S. Housing
;.'rLV
4
41 el 10.4'
Analysis Conforms To:
No. 19300529
BC V 0 0 0.0'
IHC/IRC2006
_
41 0 10.4'
TPI 2002
--- +
OH Loading
• ,✓-=- O t=
`F
~4r
Plus 5 Wind Load Case(s)
Plus 1 UBC LL Load Case(s)
Soffit psf 2.0
This truss has been designed
i '9 J TATOF
Plus 1 DL Load Case(s)
for 20.0 psf LL on the B.C.
in areas where a rectangle
�'_•�`�,,.j��:_ - \ ;`\.,
,S_
Membr CSI P Lbs Axl-CSI-Bnd
3- 6- 0 tall by
,y,^- \\
H -F 0.21Top427oCds0 00 0.21
- will fit between the B.C.///C)?NAi
`\\\��\
F _G0.30 298 C 0.00 0.30
and any other member.
1
G -B 0.30 104 T 0.00 0.30
Design checked for 10 psf non-
Online Plus"'® Copyright MTekO 1996.2012 Version
30.0.009 Engineering - Portrait 6!12012 5:05:16 PM Page 1
.'f
June 8,2012
Job
1GA172 LANGDONN
Mark
CJ2
Quan Type Span
2 MONO 90306
Pl-H1 Left OH Right OH
6.247 1- 4-13 0
Engineering
T4419155
Langdon
RUN DATE: 07 -JUN -12
--------Bottom Chords---------
Exposure Category: B
HO 9-12
Occupancy Factor : 1.00
HO 5-7-12
TC
11-4-13 11-0-61 4-5-15 1 9-3-6
values are those effective
D -C 0.22 330 C
Zone location: Exterior
06-01-12 by SPIB//ALSC UON
1x4 II
TC Dead Load 6.0 psf
CSI -Size- ----Lumber----
-----------Sliders------------
B
TC 0.56 2x 4 SP42
A -E 0.14 417 T
Roof Snow Load per ASCE 7-05
2-(.148"x3") gun toenails
Ground Snow Load = 20.0 psf
6.247
TL Defl -0.40" in A -C L/258
Rain Load = 0.0 psf
SL 0.14 2x 4 SP -q3
1x4
Importance Factor 1.00
Shear // Grain in D -B 0.25
D
Brace truss as follows:
5-10-11
Exposure Factor 1.20
O.C. From To
Plates for each ply each face.
5-7-12
TC Cont. 0- 0- 0 9- 3- 6
Plate - MT20 20 Ga, Gross Area
Unbal cases not req'd
or 48.0" 0- 0- 0 9- 3- 6
Plate - MT2H 20 Ga, Gross Area
3x4
BC Cont. 0- 0- 0 9- 3- 6
Jt Type Plt Size X Y JSI
3x6
II E
A MT20 3.Ox 6.0 1.5 0.4 0.77
Max tens. force 417 Lbs
A
E MT20 3.Ox 4.0 Ctr Ctr 0.33
Connector Plate Fabrication
psf-Ld Dead Live
D MT20 1.0x 4.0 Ctr Ctr 0.29
Tolerance = 20%
3-(.1481lx3") gun toenails
B MT20 1.Ox 4.0 Ctr Ctr 0.25
This truss is designed for a
C
2x4=
C MT20 2.Ox 4.0 Ctr Ctr 0.36
W:312
TC+BC 20.0 20.0
R: 316
Total 40.0 Spacing 24.0"
REVIEWED BY:
load deflection.
U:
7
BL;-
6904 Parke East Blvd.
-
TC Fb=1.00 Fc=1.00 Ft=1.00
Tampa, FL 33610
9-3-6
ALL PLATES ARE MT2020
Total Load Reactions (Lbs)
NOTES AND SYMBOLS SHEET FOR
Scale: 0.339'= 1'
MiTek® Online Plus- APPROX. TRUSS WEIGHT.: 62.8 LHS
Online Plus -_Version 30.0.009
D -B 0.56 63 C 0.00 0.56
Mean Roof Height: 25-0
RUN DATE: 07 -JUN -12
--------Bottom Chords---------
Exposure Category: B
A -C 0.74 285 T 0.03 0.71
Occupancy Factor : 1.00
Southern Pine lumber design
-------------Webs-------------
Building Type: Enclosed
values are those effective
D -C 0.22 330 C
Zone location: Exterior
06-01-12 by SPIB//ALSC UON
C -B 0.00 0 T
TC Dead Load 6.0 psf
CSI -Size- ----Lumber----
-----------Sliders------------
BC Dead Load 6.0 psf
TC 0.56 2x 4 SP42
A -E 0.14 417 T
Roof Snow Load per ASCE 7-05
BC 0.74 2x 4 SP42
Ground Snow Load = 20.0 psf
WB 0.22 2x 4 SP -M3
TL Defl -0.40" in A -C L/258
Rain Load = 0.0 psf
SL 0.14 2x 4 SP -q3
LL Defl -0.21" in A -C L/499
Importance Factor 1.00
Shear // Grain in D -B 0.25
Thermal Factor 1.00
Brace truss as follows:
Exposure Factor 1.20
O.C. From To
Plates for each ply each face.
Balanced Load Factor 0.84
TC Cont. 0- 0- 0 9- 3- 6
Plate - MT20 20 Ga, Gross Area
Unbal cases not req'd
or 48.0" 0- 0- 0 9- 3- 6
Plate - MT2H 20 Ga, Gross Area
Par -to -ridge not req'd
BC Cont. 0- 0- 0 9- 3- 6
Jt Type Plt Size X Y JSI
Max comp, force 535 Lbs
or 111.4" 0- 0- 0 9- 3- 6
A MT20 3.Ox 6.0 1.5 0.4 0.77
Max tens. force 417 Lbs
E MT20 3.Ox 4.0 Ctr Ctr 0.33
Connector Plate Fabrication
psf-Ld Dead Live
D MT20 1.0x 4.0 Ctr Ctr 0.29
Tolerance = 20%
TC 10.0 20.0
B MT20 1.Ox 4.0 Ctr Ctr 0.25
This truss is designed for a
BC 10.0 0.0
C MT20 2.Ox 4.0 Ctr Ctr 0.36
creep factor of 1.5 which
TC+BC 20.0 20.0
is used to calculate total
Total 40.0 Spacing 24.0"
REVIEWED BY:
load deflection.
Lumber Duration Factor 1.15
MiTek Industries, Inc.
Plate Duration Factor 1.15
6904 Parke East Blvd.
TC Fb=1.00 Fc=1.00 Ft=1.00
Tampa, FL 33610
BC Fb=1.00 Fc=1.00 Ft=1.00
REFER TO ONLINE PLUS GENERAL
Total Load Reactions (Lbs)
NOTES AND SYMBOLS SHEET FOR
Jt Down Uplift Horiz-
ADDITIONAL SPECIFICATIONS.
A 317 7 U 138 R
C 295
For proper installation of
B 207 95 U 74 R
toe -nails, refer to the 2005
National Design Specification
Jt Brg Size Required
(NDS) for Wood Construction
A 3.8" 1.5"
C 3.5" 1.5"
NOTES:
B 1 1.5" 1.5"
Trusses Manufactured by:
U.S. Housing
1111111!/
LCI! 1 Girder & Snow Load
Dur Fctrs - Lbr 1.15 Plt 1.15
Analysis Conforms To:\.\``\\�P�
IBC/IRC2006
A�
rt
plf - Dead Live* From To
20 40
TPI 2002
TC V 0.0' 9.3'
Girder King Jack
BC V 20 0 0.0' 9.3'
Loading TC and BC
(��•, =
TC V -20 -40 0.0'
Setback 5-10-12'•
;,'��
18 36 9.3'
OH Loading
_ _
; No. 19300529 ;
BC V -20 0 0.0'
Soffit psf 2.0
18 0 9.3'
Design checked for 10 psf non-
Plus 5 Wind Load Case(s)
Plus 1 UBC LL Load Case(s)
concurrent LL on BC.
No wind exposure on right end.
Use properly rated hangers for
-
ST3 F •, -i
Plus 1 DL Load Case(s)
loads framing into girder
Membr CSIAxl_CSI_Bnd
truss.
Wind LoadSI ASCE
��'/S(ONAI
�/�
-- Top Chords
is designasa Main
(\\\\\\
A -E 0.36 535 C 0.00 0.36
Wind -Force Resistance System.
E -D 0.46 296 C 0.00 0.46
Wind Speed: 90 mph
Online Plus"' 0 Copyright MTek4l)1996-2012 Version 30.0.009 Engineering- Portrait 6172012 5:05:16 PM Pagel
June 8 X20 .I 12
Job Mark Quan Type Span P1 -H1 Left OH Right OH Engineering
IGA172 LANGDONN J4 1 SMHS 51012 12 10- 8 0 T4419156
Langdon
HO 11-12 HO 2-8-6
TCI 10-8 I 1-10-7 1 5-10-12 1
4x4 -
B 3x411
C
FW 3-(.1481lx3") gun toenails
T112
2x9 II
3-1-14 A 2x411
2-8-6 E
D 3-(.1481lx3") gun toenails
F 4x4 11
1x4 II
W:308
R: 543
U: 31
BC 1-8-11 1 5-10-12
5-10-12
ALL PLATES ARE MT2020
Scale: 0.545" =1'
MiTek® Online Plus- APPROX. TRUSS WEIGHT: 35.7 LBS
Online Plus -- Version 30.0.009
--------Bottom Chords---------
Wind -Force Resistance System.
RUN DATE: 07 -JUN -12
A -F 0.35 199 T 0.05 0.30
Wind Speed: 90 mph
F -D 0.88 201 T 0.05 0.83
Mean Roof Height: 25-0
Southern Pine lumber design
-------------Webs-------------
Exposure Category: B
values are those effective
A -E 0.51 375 C 0.00 0.51
Occupancy Factor : 1.00
06-01-12 by SPIB//ALSC UON
F -B 0.16 186 T 0.07 0.09
Building Type: Enclosed
CSI -Size- ----Lumber----
D -C 0.83 0 T 0.00 0.83
Zone location: Exterior
TC 0.74 2x 4 SP -#2
TC Dead Load 6.0 psf
BC 0.88 2x 4 SP -#2
TL Defl -0.08" in F -D L/151
BC Dead Load 6.0 psf
WB 0.83 2x 4 SP -#2
LL Deft -0.03" in F -D L/999
Roof Snow Load per ASCE 7-05
-- 0.51 2x 4 SP -#3
Shear // Grain in F -D 0.40
Ground Snow Load = 20.0 psf
A -E F -B
Rain Load = 0.0 psf
Plates for each ply each face.
Importance Factor 1.00
Brace truss as follows:
Plate - MT20 20 Ga, Gross Area
Thermal Factor 1.00
O.C. From To
Plate - MT2H 20 Ga, Gross Area
Exposure Factor -1.20
TC Cont. 0- 0- 0 5-10-12
Jt Type Plt Size X Y JSI
Balanced Load Factor 0.84
or 48.0" 0- 0- 0 5-10-12
E MT20 2.Ox 4.0 Ctr Ctr 0.19
Unbal&partial loads checked
BC Cont. 0- 0- 0 5-10-12
B MT20 4.Ox 4.0 Ctr Ctr 0.58
Upwnd ridge dist = 25.0 ft
or 70.8" 0- 0- 0 5-10-12
C MT20 3.Ox 4.0 Ctr Ctr 0.11
Max comp. force 375 Lbs
A MT20 2.Ox 4.0 Ctr Ctr 0.16
Max tens. force 201 Lbs
psf-Ld Dead Live
F MT20 1.Ox 4.0 Ctr Ctr 0.34
Connector Plate Fabrication
TC 10.0 20.0
D MT20 4.Ox 4.0-0.2 Ctr 0.09
Tolerance = 208
BC 10.0 0.0
This truss is designed for a
TC+BC 20.0 20.0
REVIEWED BY:
creep factor of 1.5 which
Total 40.0 Spacing 24.0"
MiTek Industries, Inc.
is used to calculate total
Lumber Duration Factor 1.15
6904 Parke East Blvd.
load deflection.
Plate Duration Factor 1.15
Tampa, FL 33610
TC Fb=1.00 Fc=1.00 Ft=1.00
BC Fb=1.00 Fc=1.00 Ft=1.00
REFER TO ONLINE PLUS GENERAL
NOTES AND SYMBOLS SHEET FOR
Total Load Reactions (Lbs)
ADDITIONAL SPECIFICATIONS.
Jt Down Uplift Horiz-
A 543 31 U 64 R
For proper installation of
D 302 3 U
toe -nails, refer to the 2005
C 248 49 U 38 R
National Design Specification
(NDS) for Wood Construction
Jt Brg Size Required
A 3.5" 1.5"
1.5"
NOTES:
Trusses Manufactured.by:
D 3.5"
A. ///j/r
C 1.5" 1.5"
U.S. Housing
������_}•p,S q�
-
Analysis Conforms To:
'4'•.Cy18TE�A.�/�i,, ri*`
LC# 1 Girder & Snow Load
1.15
IBC/IRC2006
TPI 2002
`�
Dur Fctrs - Lbr 1.15 Plt
• ••
plf - Dead Live* From To
Girder Common
•;
TC V 20 40 0.0' 5.9'
Loading BC
�• No. 19300529 -
BC V 62 42 0.0' 5.9'
Span 6- 2-14
= __ _-.-.--•._..
OH Loading
Plus 6 Wind Load Case(s)
Plus 4 Unbalanced Load Cases
Soffit psf 2.0
Desi checked for 10 psf non-
ST�T�`` VF ✓'i
Plus 1 UBC LL Load Case (s)
concurrent LL on BC.
�•-,- jy ps ,rte
Plug 1 DL Load Case(s)
No
wpropeind rlysratedure nhangeraright efor
>^rff��', �� \�,����
Use
�\
//////S'ONA'
MembrCSIAxl_I_Bnd
framing into girder
\'
- Chords
truss,
(e'
E -B 0.23 323 C 0.00 0.23
Wind Loads - ANSI / ASCE 7-05
B -C 0.74 201 c 0.00 0.74
Truss is designed as a Main
June 8,2012
Online Plus- 0 Copyright MTek®1996-2012 Version 30.0.009 Engineering
- Portrait 6!12012 5:05:17 PM Page 1
Job
Mark
Quan Type Span P1 -H1
Left OH Right OH
Engineering
IGA172 LANGDONN
RI
1 SP 330808 8
10- 8 10- 8
T4419157
Langdon
Importance Factor 1.00
RUN DATE: 07 -JUN -12
BC V
HO 7-12
39 9.2'
HO 7-12
A MT20 4.Ox 8.0 2.4 0.5 0.97
H N
co It 11
Op O H
v
O
I+1
O
BC V
to
O
00 00
O O
TC P 1,110- 14-5-41
9-4-2 1 14-11-12 1 24-4-6
1 29-0-7 32-7-13
fn 0
1
Southern Pine lumber design
5x6= 2x411 4x6=
5x5=
305 24.4'
CL -LB
B L M
C
values are those effective
TT 8 p
34 - 3x5 --
x
7-1-15 - K
6-8-6 4x5 --
Q J
1 -0 -OG ;AA
811
T OF
G
H 5x6 =
x6R:2W:308 5x6 -
R: 2607
607
U: 204
2x4
,N
F
3x4 -�-
R 4x9 11
D
6x10 � E S1
4
6x8zz 4x5 W:308
R:2602
U: 203
P =
4x6 = 5x5 =
BC- - 9-2-6 15-1-8 24-4-6 33-8-
ao 00
0 0
m 0
0 0
e r
ri
33-8-8
ALL PLATES ARE MT2020
Scale: 0.166" = 1'
MiTek® OnlinePlus- APPROX.
TRUSS WEIGHT: 261.4 LBS
Online Plus -- Version 30.0.009
BC V
20
0 0.0'
33.7'
Jt Type Plt Size X Y JSI
Importance Factor 1.00
RUN DATE: 07 -JUN -12
BC V
39
39 9.2'
24.4'
A MT20 4.Ox 8.0 2.4 0.5 0.97
Thermal Factor 1.00
BC V
305
305 9.2'
CL -LB
Q MT20 3.0x 4.0 Ctr Ctr 0.62
Exposure Factor 1.20
Southern Pine lumber design
BC V
305
305 24.4'
CL -LB
J MT20 4.Ox 5.0 Ctr Ctr 0.78
Balanced Load Factor 0.84
values are those effective
K MT20 3.Ox 5.0 Ctr Ctr 0.63
Unbal snow loads checked
06-01-12 by SPIE//ALSC DON
Plus
6 Wind
Load Case(s)
B MT20 5.Ox 6.0 Ctr-0.9 0.80
Upwnd ridge dist = 25.0 ft
CSI -Size- ----Lumber----
Plus
8 Unbalanced Load Cases
L MT20 2.Ox 4.0 Ctr Ctr 0.34
Max comp. force 5409 Lbs
TC 0.87 2x 4 SP -2850£-2.3E
Plus
1 UBC LL Load Case(s)
M MT20 4.0x 6.0-1.5 Ctr 0.99
Max tens. force 4498 Lbs
-- 0.70 2x 4 SP -#1
Plus
1 DL
Load Case(s)
C MT20 5.Ox 5.0 Ctr-0.4 0.85
Connector Plate Fabrication
A -B
N MT20 2.0x 4.0 Ctr Ctr 0.28
Tolerance = 20%
-- 0.87 2x 4 SP -2100f -1.8E
Membr
CSI
P Lbs Axl-CSI-Bnd
R MT20 3.Ox 4.0 Ctr Ctr 0.79
This truss is designed for a
B -C
----------Top Chorda----------
D MT20 4.Ox 9.0-3.9 1.0 0.95
creep factor of 1.5 which
BC 0.95 2x 4 SP -#1
A -Q
0.64
2094 C 0.03
0.61
H MT20 5.Ox 6.0-0.7 3.1 0.83
is used to calculate total
-- 0.78 2x 4 SP -2100£-1.8E
Q -J
0.70
3486 C 0.09
0.61
G MT20 5.0x 6.0 Ctr-1.0 0.96
load deflection.
G -F S1 -D
J -K
0.57
5409 C 0.25
0.32
P MT20 4.Ox 6.0 0.5-0.7 0.86
-- 0.82 2x 4 SP -2850£-2.3E
K -B
0.64
4399 C 0.18
0.46
F MT20 6.0x10.0 0.3 0.6 1.00
F -E E -S1
B -L
0.72
4613 C 0.21
0.51
E MT20 6.Ox 8.0 0.9 3.8 0.91
WE0.48 2x 4 SP -#2
L -M
0.66
4614 C 0.16
0.50
Sl MT20 4.Ox 5.0 Ctr 0.2 0.81
SL 0.54 2x 4 SP -113
M -C
0.87
3921 C 0.19
0.68
I MT20 5.Ox 5.0 Ctr-0.3 0.56
PB --- 2x 8 SP42
C -N
0.44
3697 C 0.07
0.37
-- --- 2x 6 SP -12
N -R
0.87
3795 C 0.08
0.79
REVIEWED BY:
D -D
R -D
0.81
2067 C 0.02
0.79
MiTek Industries, Inc.
--------Bottom
Chords---------
6904 Parke East Blvd.
Brace truss as follows:
A -H
0.95
2692 T 0.42
0.53
Tampa, FL 33610
O.C. From To
H -G
0.95
2925 T 0.46
0.49
TC Cont. 0- 0- 0 33- 8- 8
G -P
0.71
4498 T 0.47
0.24
REFER TO ONLINE PLUS GENERAL
or 24.0" 0- 0- 0 33- 8- 8
P -F
0.78
3660 T 0.38
0.40
NOTES AND SYMBOLS SHEET FOR
BC Cont. 0- 0- 0 33- 8- 8
F -E
0.82
4284 T 0.30
0.52
ADDITIONAL SPECIFICATIONS.
or 120.0" 0- 0- 0 33- 8- 8
E -Sl
0.80
3112 T 0.22
0.58
One Continuous Lateral Brace
Si -I
0.71
3112 T 0.32
0.39
NOTES:
E -M
I -D
0.72
3041 T 0.31
0.41
Trusses Manufactured by:
Attach CLB with (2)-10d nails
-------------Webs-------------
U.S. Housing
at each web.
H -J
0.21
1300 C
Analysis Conforms To:
J -G
0.48
1904 T
IBC/IRC2006
psf-Ld Dead Live
G -K
0.18
730 T
TPI 2002
TC 10.0 20.0
K -P
0.46
956 C
Girder Step Down Hip
BC 10.0 0.0
P -B
0.34
1357 T
Framing King Jacks
TC+BC 20.0 20.0
B -F
0.32
1290 T
Jack Closed Face
Total 40.0 Spacing 24.0"
F -L
0.14
282 C
Setback 5-10-12
Lumber Duration Factor 1.15
F -M
0.41
1636 T
OH Loading
A.
Plate Duration Factor 1.15
TC Fb=1.00 Fc=1.00 Ft=1.00
E -M
E -C
0.45
0.27
1936 C
1076 T
1 Br
Soffit psf 2.0
Design checked £or 10
`�\\ rte. AP,J
A�
�7tI
BC Fb=1.00 Fc=1.00 Ft=1.00
I -C
0.26
1059 T
psf non-
LL BC.
i}},,v,. r
~,ST,cL�"
I -N
0.06
250 T
concurrent on
Wind Loads - ANSI / ASCE 7-05
`7��'•� r,
VG
Total Load Reactions (Lbs)
-----------Sliders------------
Truss is designed as a Main
Jt Down Uplift Horiz-
A -Q
0.43
1587 C
Wind -Force Resistance System.
No. 19300529 ;
A 2608 204 U 101 R
R -D
0.54
2008 C
Wind Speed: 90 mph
D 2602 203 U 102 R
Mean Roof Height: 25-0
Jt BrgSize Required
TL Defl -0.92"
LL Defl -0.90"
in E -I
in E -I
L/430
L/998
Exposure Category: B
Occupancy Factor 1.00
`U T,1, F
�9
A 3.5" 3.1"
Hz Disp LL DL
TL
Building Type: Enclosed,:
%
/1/
D 3.5" 2.2"
Jt D 0.12"
0.18"
0.31"
Zone location: Exterior
r ' ASlS < �•
i,
Shear
// Grain
in R -R
0.78
TC Dead Load 6.0 psf
LC# 1 Girder S Snow Load
BC Dead Load 6.0 psf
Dur Fctra - Lbr 1.15 Plt 1.15
Plates for
each ply each
face.
Roof Snow Load per ASCE 7-05
plf - Dead Live* From To
Plate
- MT20 20 Ga, Gross Area
Ground Snow Load = 20.0 psf
TC V 20 40 0.0' 33.7'
Plate
- MT2H 20 Ga, Gross Area
Rain Load = 0.0 psf
Online Plus- 0 Copyright MiTek® 1996-2012 Verslon 30.0.009
Engineering-
Portrait
6[712012 5:05:18
PM Page 1
June 8,20 .I 12
Job
IGA172 LANGDONN
HO 7-12
Mark Quan Type Span
R2 1 SP 330808
P1 -Hl Left OH Right OH
8 10- 8 10- 8
HO 7-12
Engineering
T4419158
m
r -t C4 O
CD .-i H m m
O O rt 00
TCN 't1 01 14-5-41 8-5-9 1 12-4-2 1 17-3-4 1 21-4-6 1 27-6-7 1 32-7-13 1"�T'
5x5 - 3x5 - 5x5 -
B N C
TT
9-1-15
B -B-6
1 -0 -OG
1 -0 -OF
T
W:308 oxo- oxo - oxo -oxo- W:308
6
R:1530 8:1536
U: 111 U: 111
BC- - 15-1-8 - - -
m m
0 0
0 0
v r
33-8-8
Online Plus -- Version 30.0.009
RUN DATE: 07 -JUN -12
Southern Pine lumber design
values are those effective
06-01-12 by SPIB//ALSC DON
CSI -Size- ----Lumber----
TC 0.91 2x 4 SP -A2
BC 0.80 2x 4 SP -112
-- 0.71 2x 4 SP -M1
G -F F -E E -S1 S1 -D
WB 0.50 2x 4 SP -43 _
SL 0.28 2x 4 SP -A3
PB --- 2x 8 SP -42
Brace trues as follows:
O.C. From To
TC Cont. 0- 0- 0 33- 8- 8
BC Cont. 0- 0- 0 33- 8- 8
or 120.0" 0- 0- 0 33- 8- 8
One Continuous Lateral Brace
L -F 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 1530 112 U 136 R
D 1537 112 U 136 R
Jt Brg Size Required
A 3.5" 1.8"
D 3.5" 1.8"
Plus 6 Wind Load Case(s)
Plus 8 Unbalanced Load Cases
Plus 1 UBC 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 ----------
Plt Size X Y JSI
A -P
0.50
1159 C
0.02
0.48
P -J
0.54
1928 C
0.06
0.48
J _K0.46
5.Ox 5.0 Ctr-0.4 0.61
3077 C
0.18
0.28
K -L
0.47
3097C
0.20
0.27
L -B
0.42
1683 C
0.04
0.38
ALL PLATES ARE MT2020
MiTek® Online Plus- APPROX
B -N 0.59 1673 C 0.04 0.55
N -C 0.58 1525 C 0.03 0.55
C -0 0.83 1918 C 0.11 0.72
O -Q 0.91 2069 C 0.11 0.80
Q -D 0.84 1233 C 0.02 0.82
--------Bottom Chords ---------
A -H 0.80 1494 T 0.34 0.46
H -G 0.47 1665 T 0.38 0.09
G -F 0.71 1852 T 0.26 0.45
F -E 0.60 1666 T 0.23 0.37
E -S1 0.68 1370 T 0.19 0.49
S1 -I 0.49 1370 T 0.19 0.30
I -D 0.62 1702 T 0.23 0.39
-------------Webs-------------
H -J 0.22 813 C
J -G 0.49 1122 T
G -K 0.06 225 C
G -L 0.50 1136 T
L -F 0.27 610 C 1 Br
B -F 0.32 738 T
F -N 0.21 482 T
E -N 0.37 821 C 1 Br
E -C 0.18 423 T
C -I 0.24 557 T
I -O 0.14 274 C
-----------Sliders------------
A -P 0.24 891 C
Q -D 0.28 1041 C
TL Defl -0.81" in G -F L/489
LL Defl -0.36" in G -F L/999
Hz Disp LL DL TL
Jt D 0.08" 0.09" 0.16"
Shear // Grain in Q -Q 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
A MT20
3.Ox 8.0 1.9 0.5 0.91
P MT20
3.Ox 4.0 Ctr Ctr 0.35
J MT20
3.Ox 5.0 Ctr Ctr 0.63
K MT20
2.Ox 4.0 Ctr Ctr 0.28
L MT20
3.Ox 5.0 Ctr Ctr 0.94
B MT20
5.Ox 5.0 Ctr-0.4 0.61
N MT20
3.Ox 5.0 Ctr Ctr 0.43
C MT20
5.Ox 5.0 Ctr-0.4 0.48
O MT20
2.Ox 4.0 Ctr Ctr 0.30
Q MT20
3.Ox 4.0 Ctr Ctr 0.41
D MT20
4.Ox 6.0-2.0 0.7 0.80
H MT20
5.Ox 5.0-0.7 3.0 0.58
G MT20
5.Ox 8.0 Ctr-1.0 0.85
F MT20
5.0x 6.0-1.0-1.0 0.61
E MT20
6.Ox 6.0 1.4 3.6 0.63
S1 MT20
3.Ox 5.0 Ctr Ctr 0.68
I MT20
3.Ox 5.0 Ctr Ctr 0.42
TRUSS WEIGHT: 272.7 LBS
REVIEWED BY:
MiTek Industries, 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
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 H.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: 90 mph
Mean Roof Height: 25-0
Exposure Category: B
Occupancy Factor : 1.00
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 3097 Lbs
Max tens, force 1852 Lbs
Connector Plate Fabrication
Tolerance = 20%
This truss is designed for a
creep factor of 1.5 which
is used to calculate total
load deflection.
Scale: 0.167" = 1'
y1���1Vlllllllf//i/r/7
OMPS A, AZQ7f
\e`er .����Jir yri
13.
No. 193001529
• a z
4 P TAT E Ut ja�
Online Plus"' 0 Copyright MiTek®1996-2012 Version 70.0.009 Engineering- Portrait 6!!2012 5:05:20 PM Page 1 June 8,2012
Job
Mark
Quan Type Span
Pl-Hl Left OH
Right OH
Engineering
IGA172 LANGDONN
R3
1 SP 330808
8 10- 8
10- 8
T4419159
Langdon
C -S2 0.91 1378 C 0.08
HO 7-12
I MT20 2.Ox 4.0 Ctr Ctr 0.34
HO 7-12
m .i N V
'+ 11 O
0.73
M
O
DO
Co O rl 111
J -P 0.85 2081 C, 0.08
0.77
-0
Mt 1� 1 N 1 v I 9-10-4
1 15-4-2 j 8-4-6 1
25-5-0 1 32-7-13
1 mt
MiTek Industries, Inc.
5x5- 5x8-
CSI -Size- ----Lumber----
--------Bottom Chords---------
3x5 % B C
TC. 0.91 2x 4 SP -112
S1
TTN
0.43
3x5
BC 0.77 2x 4 SP -#2
3x5 �i
S2
-- 0.67 2x 4 SP -#1
3x5
0.22
11-1-15 8
J
H -F 053 1751 T 0.40
10-8-6 3x4 i- 3x5 i�
NOTES AND SYMBOLS SHEET FOR
WB 0.86 2x 4 SP -#3
M
0.24
ADDITIONAL SPECIFICATIONS.
1 -0 -OG 3x5 �i
E -S3 0.74 1732 T 0.40
0.34
3x4
1 -0 -OF O L
PH --- 2x-8 SP -#2
S3 -I 0.56 1732 T 0.24
0.32
3x8 11
p 4x6 11
A
E
D
- - - - - _ G
K F
O.C. From To
H 5x5-
3x5 - 5x8- E
_
W:308 5x5-
6x6_
2x411
W:308
Q 6
HC Cont. 0- 0- 0 33- 8- 8
G -M 0.19 452 T
8:1458
S3
8:1575
U: 111
OH Loading
3x5 -
U: 111
BC 9-10-4
m m
rn 0
1 15-1-8m
0
25-5-0
33-8-8
0 0
N V
0
r
r-1
This truss has been designed
33-8-8
B -F 0.26 592 T
for 20.0 psf LL on the B.C.
ALL PLATES ARE MT2020
at each web.
F -C 0.22 516 T
in areas where a rectangle
Scale: 0.137"=1'
MiTek® Online Plus- APPROX.
TRUSS WEIGHT: 281.1 LBS
Online Plus -- Version 30.0.009
N -B 0.56 1574 C 0.05
0.51
E MT20 6.Ox 6.0 1.4 3.6 0.58
load deflection.
RUN DATE: 07 -JUN -12
H -C 0.30 1307 C 0.01
0.29
S3 MT20 3.Ox 5.0 Ctr Ctr 0.58
C -S2 0.91 1378 C 0.08
0.83
I MT20 2.Ox 4.0 Ctr Ctr 0.34
Southern Pine lumber design
S2 -J 0.77 1525 C 0.04
0.73
values are those effective
J -P 0.85 2081 C, 0.08
0.77
REVIEWED BY:
06-01-12 by SPIE//ALSC UON
P -D 0.79 1342 C 0.02
0.77
MiTek Industries, Inc.
CSI -Size- ----Lumber----
--------Bottom Chords---------
6904 Parke East Blvd.
TC. 0.91 2x 4 SP -112
A -H 0.76 1433 T 0.33
0.43
Tampa, FL 33610
BC 0.77 2x 4 SP -#2
H -G 0.73 1562 T 0.36
0.37
-- 0.67 2x 4 SP -#1
G -K 0.77 2377 T 0.55
0.22
REFER TO ONLINE PLUS GENERAL
S3 -D
H -F 053 1751 T 0.40
0.13
NOTES AND SYMBOLS SHEET FOR
WB 0.86 2x 4 SP -#3
F -E 0..53 1268 T 0.29
0.24
ADDITIONAL SPECIFICATIONS.
SL 0.28 2x 4 SP -#3
E -S3 0.74 1732 T 0.40
0.34
PH --- 2x-8 SP -#2
S3 -I 0.56 1732 T 0.24
0.32
NOTES:
I -D 0.67 1732 T 0.24
0.43
Trusses Manufactured by:
Brace truss as follows:
-------------Webs-------------
U.S. Housing
O.C. From To
H -L 0.18 681 C
Analysis Conforms To:
TC Cont. 0- 0- 0 33- 8- 8
L -G 0.44 998 T
IBC/IRC2006
HC Cont. 0- 0- 0 33- 8- 8
G -M 0.19 452 T
TPI 2002
or 120.0" 0- 0- 0 33- 8- 8
M -K 0.54 734 C
OH Loading
One Continuous Lateral Brace
K -N 0.17 441 T
Soffit psf 2.0
E -C E -J
N -F 0.86 653 C
This truss has been designed
Attach CLB with (2)-10d nails
B -F 0.26 592 T
for 20.0 psf LL on the B.C.
at each web.
F -C 0.22 516 T
in areas where a rectangle
E -C 0.03 91 T
1 Br
3- 6- 0 tall by
psf-Ld Dead Live
E -J 0.41 705 C
1 B
2- 0- 0 wide
TC 10.0 20.0
I -J 0.15 358 T
will fit between the H.C.
BC 10.0 0.0
-----------Sliders------------
and any other member.
TC+BC 20.0 20.0
A -0 0.23 873 C
Design checked for 10 psf non -
Total 40.0 Spacing 24.0"
P -D 0.28 1043 C
concurrent LL on BC.
Lumber Duration Factor 1.15
Wind Loads - ANSI / ASCE 7-05
Plate Duration Factor 1.15
TL Defl -0.43" in E -I L/920
Truss is designed as a Main
TC Fb=1.15 Fc=1.10 Ft=1.10
LL Defl -0.20" in E -I L/999
Wind -Force Resistance System.
BC Fb=1.10 Fc=1.10 Ft=1.10
Hz Disp LL DL
TL
Wind Speed: 90 mph
it D 0.08" 0.10" 0.18"
Mean Roof Height: 25-0
Total Load Reactions (Lbs)
Shear // Grain in P -P
0.40
Exposure Category: B
it Down Uplift Horiz-
Occupancy Factor : 1.00
A 1458 112 U 169 R
Plates for each ply each face.
Building Type: Enclosed
D 1575 112 U 169 R
-
Plate - MT20 20 Ga, Gross
Area
Zone location: Exterior
Plate - MT2H 20 Ga, Gross
Area
TC Dead Load 6.0 psf
A.
it Brg Size Required
it Type Plt Size X Y
JSI
BC Dead Load 6.0 psf
,\\ Mp,S
A 3.5" 1.7
A MT20 3.Ox 8.0 1.9 0.5
0.90
Roof Snow Load per ASCE 7-05
v
♦ ,
`
D 3.5" 1.9"
O MT20 3.Ox 4.0 Ctr Ctr
0.34
Ground Snow Load = 20.0 psf
4`\ G' S,rJT L�'
�� 1��-,�� i
L MT20 3.Ox 5.0 Ctr Ctr
0.56
Rain Load = 0.0 psf
; �V�
Plus 6 Wind Load Case(s)
M MT20 3.Ox 5.0 Ctr Ctr
0.39
Importance Factor 1.00
Plus 8 Unbalanced Load Cases
S1 MT20 3.Ox 5.0 Ctr Ctr
0.42
Thermal Factor 1.00
r No. 19 3 005 2 9
Plus 1 UBC LL Load Case(s)
N MT20 3.Ox 5.0 Ctr Ctr
0.37
Exposure Factor 1.20
_..
Plus 1 BC LL Load Case(s)
B MT20 5.0x 5.0 Ctr-0.4
0.46
Balanced Load Factor 0.84
Plus 1 DL Load Case(s)
C MT20 5.Ox 8.0 0.5 Ctr
S2 MT20 3.Ox 5.0 Ctr Ctr
0.54
0.50
Unbal snow loads checked
Upwnd ridge dist = 25.0 ft
Membr CSI P Lbs Axl-CSI-Bnd
J MT20 3.Ox 5.0 Ctr Ctr
0.37
Max comp. force 2845 Lbs
r
%_ l 3
-- -------Top Chords----------
P MT20 3.Ox 4.0 Ctr Ctr
0.41
Max tens. force 2377 Lbs`
,
JAkz,
A -0 0.49 1098 C 0.01 0.48
D MT20 4.Ox 6.0-2.0 0.7
0.81
Connector Plate Fabrication
�,�-u.•.Uq.,'•"•�"''i� 5j4 \��\
Tolerance
L -M 0.42 2845 C 0.16 0.26
G MT20 5.Ox 5.0 Ctr-1.0
0.61
This truss is designed for a
M -Sl 0.44 2103 C 0.11 0.33
K MT20 3.Ox 5.0 Ctr Ctr
0.44
creep factor of 1.5 which
S1 -N 0.58 2018 C 0.07 0.51
F MT20 5.0x 8.0 0.5-1.0
0.61
is used to calculate total
Online Plus"'® Copyright M7ekO 1996-2012 Version 30.0.009
Engineering - Portrait 61720125:05:22 PM Pagel
�f
June 8,201q 2
Job
MiTek® Online Plus- APPROX.
Mark
Quan Type Span PI -HI
Left OH
Right OH
Engineering
IGA172 LANGDONN
R4
1 SP 330808 8
10- 8
0
T4419160
Langdon
C -0 0.95 1930 C 0.11
0.84
6904 Parke East Blvd.
HO 7-12
0 -Q 0.90 2077 C 0.11
0.79
HO 7-12
It N
W N ri
Q -D 0.82 1257 C 0.02
0.80
o
O
00
O O H
--------Bottom Chords---------
REFER TO ONLINE PLUS GENERAL
O
TC
�� 1 *i 1 N 14-5-4 1 8-5-10 1 12-4-4 1 17-3-4 1 21-4-4 1
27-6-6
1 32-7-13 I m
TC 0.95 2x 4 SP -12
5x5 7::� 3x5 - 5x5 z
0.09
ADDITIONAL SPECIFICATIONS.
BC 0.80 2x 4 SP -112
B N C
0.45
3x5 ,�,
F -E 0.59 1621 T 0.23
0.36
NOTES:
G -F F -E E -Sl Sl -D
E -S1 0.68 1361 T 0.19
0.49
Trusses Manufactured by:
WB 0.49 2x 4 SP -$3
S -I 0.49 1361 T 0.19
0.30
2x4
9-2-0
SL 0.27 2x 4 SP -113
I -D 0.63 1712 T 0.23
0.40
0
2x4 11
-------------Webs-------------
IBC/IRC2006
8-10-9
3xK
H -J 0.22 813 C
TPI 2002
1 -0 -OG
3x5,1
J -G 0.49 1117 T
3x4
1 -0 -OF
P J
G -K 0.06 213 C
Soffit psf 2.0
3x8 II
G -L 0.49 1121 T
Q 4x6 II
A
L -F 0.28 642 C
1 Br
D
G
F
in areas where a rectangle
H 5x8 -
5x6 - E
Sl I
3- 6-.0 tall by
W:308 5x5-- 6
6x6 _
3x5 - 3x5-
W:308
R:1531
E -C 0.16 364 T
R:1481
U: 111
C -I 0.25 579 T
U: 103
BC-
- 15-1-8
CD
25-6-12
40
33-8-8
0
to
0
0
a
0
concurrent LL on BC.
TC 10.0 20.0
A -P 0.24 892 C
a
33-8-8
Wind Loads - ANSI / ASCE 7-05
BC 10.0 0.0
Q -D 0.27 1022 C
ALL PLATES ARE MT2020
Truss is designed as a Main
Scale: 0.167" = 1'
MiTek® Online Plus- APPROX.
TRUSS WEIGHT: 272.0 LBS
Online Plus -- Version 30.0.009
B -N 0.42 1636 C 0.04
0.38
REVIEWED BY:
RUN DATE: 07 -JUN -12
N -C 0.45 1486 C 0.03
0.42
MiTek Industries, Inc.
C -0 0.95 1930 C 0.11
0.84
6904 Parke East Blvd.
southern Pine lumber design
0 -Q 0.90 2077 C 0.11
0.79
Tampa, FL 33610
values are those effective
Q -D 0.82 1257 C 0.02
0.80
06-01-12 by SPIE//ALSC UON
--------Bottom Chords---------
REFER TO ONLINE PLUS GENERAL
CSI -Size- ----Lumber----
A -H 0.80 1496 T 0.34
0.46
NOTES AND SYMBOLS SHEET FOR
TC 0.95 2x 4 SP -12
H -G 0.47 1667 T 0.38
0.09
ADDITIONAL SPECIFICATIONS.
BC 0.80 2x 4 SP -112
G -F 0.71 1858 T 0.26
0.45
-- 0.71 2x 4 SP -#1
F -E 0.59 1621 T 0.23
0.36
NOTES:
G -F F -E E -Sl Sl -D
E -S1 0.68 1361 T 0.19
0.49
Trusses Manufactured by:
WB 0.49 2x 4 SP -$3
S -I 0.49 1361 T 0.19
0.30
U.S. Housing
SL 0.27 2x 4 SP -113
I -D 0.63 1712 T 0.23
0.40
Analysis Conforms To:
PB --- 2x 8 SP -112
-------------Webs-------------
IBC/IRC2006
H -J 0.22 813 C
TPI 2002
Brace truss as follows:
J -G 0.49 1117 T
ON Loading
O.C. From To
G -K 0.06 213 C
Soffit psf 2.0
TC Cont. 0- 0- 0 33- 8- 8
G -L 0.49 1121 T
This truss has been designed
BC Cont. 0- 0- 0 33- e- 8
L -F 0.28 642 C
1 Br
for 20.0 psf LL on the B.C.
or 120.0" 0- 0- 0 33- 8- 8
B -F 0.31 712 T
in areas where a rectangle
One Continuous Lateral Brace
F -N 0.22 503 T
3- 6-.0 tall by
L -F E -N
E -N 0.35 750 C
1 Br
2- 0- 0wide
Attach CLB with (2)-10d nails
E -C 0.16 364 T
will fit between the B.C.
at each web.
C -I 0.25 579 T
and any other member.
I -O 0.16 297 C
Design checked for 10 psf non-
psf-Ld Dead Live
-----------Sliders------------
concurrent LL on BC.
TC 10.0 20.0
A -P 0.24 892 C
Wind Loads - ANSI / ASCE 7-05
BC 10.0 0.0
Q -D 0.27 1022 C
Truss is designed as a Main
TC+BC 20.0 20.0
Wind -Force Resistance System.
Total 40.0 Spacing 24.0"
TL Defl -0.80" in G -F L/493
Wind Speed: 90 mph
Lumber Duration Factor 1.15
LL Defl -0.36" in G -F L/999
Mean Roof Height: 25-0
Plate Duration Factor 1.15
Hz Disp LL DL
TL
Exposure Category: B
TC Fb=1.15 Fc=1.10 Ft=1.10
Jt D 0.08" 0.09" 0.16"
Occupancy Factor : 1.00
BC Fb=1.10 Fc=1.10 Ft=1.10
Shear // Grain in Q -Q
0.42
Building Type: Enclosed
Zone location: Exterior
Total Load Reactions (Lbs)
Plates for each ply each face.
TC Dead Load 6.0 psf
Jt Down Uplift Horiz-
Plate - MT20 20 Ga, Gross
Area
BC Dead Load 6.0 psf
A 1531 112 U 137 R
Plate - MT2H 20 Ga, Gross
Area
Roof Snow Load per ASCE 7-05
D 1481 103 U 137 R
Jt Type Plt Size X Y
JSI
Ground Snow Load = 20.0 psf
Jt Brg Size Required
A MT20 3.Ox 8.0 1.9 0.5
P MT20 3.Ox 4.0 Ctr Ctr
0.91
0.35
Rain Load = 0.0 psf
Importance Factor 1.00
/'i• q/ ///�
A 3.5 1.8
J MT20 3.Ox 5.0 Ctr Ctr
0.63
Thermal Factor 1.00
\\\��_AA,O
D 3.5" 1.7"
K MT20 2.Ox 4.0 Ctr Ctr
0.28
Exposure Factor 1.20
L MT20 3.Ox 5.0 Ctr Ctr
0.93
Balanced Load Factor 0-84
Plus 6 Wind Load Case(s)
B MT20 5.Ox 5.0 0.9-3.1
0.44
Unbal snow loads checked
Plus 8 Unbalanced Load Cases
N MT20 3.Ox 5.0 Ctr Ctr
0.45
Upwnd ridge dist = 25.0 ft
No. 1 93 005 29
Plus 1 UBC LL Load Case(s)
C MT20 5.Ox 5.0-0.1-3.7
0.54
Max comp. force 3089 Lbs
Plus 1 BC LL Load Case(s)
0 MT20 2.Ox 4.0 Ctr Ctr
0.30
Max tens. force 1858 Lbs
Plus 1 DL Load Case(s)
Q MT20 3.Ox 4.0 Ctr Ctr
D MT20 4.Ox 6.0-2.0 0.7
0.40
0.80
Connector Plate Fabrication
Tolerance = 204
�+^' !`=
-' O F
Membr CSI P Lbs Axl-CSI-Bnd
Chords ---r------
H MT20 5.Ox 5.0-0.7 3.0
G MT20 5.Ox 8.0 Ctr-1.0
0.58
0.84
This truss is designed for a
factor 1.5
�,STNT
f ar�tCG-•7 \��
'�.�•6 •3 f
----------Top
creep of which
„< .D�e
fi.C\
A -P 0.50 1160 C 0.02 0.48
F MT20 5.Ox 6.0-1.0-1.0
0.59
is used to calculate total-v?6r`-""'
.,\\
t/810NA
1.4Ctr
0.62
load deflection.
1t���\�\\\
J -K 0.46 3076 C 0.10.06 0.28
Sl MT20 3.O 5.0 Ct�3.6
0.68
K. -L 0.52 3089 C 0.15 0.37
I MT20 3.Oxx 5.0 Ctr Ctr
0.44
L -B 0.41 1677 C 0.04 0.37
Online Plus"' 0 Copyright Miek®1996-2012 Version 30.0.009 Engineering - Portrait 6/72012 5:05:24 PM Page 1
June 8,2012
Job
6 Wind Load Case(s)
NOTES:
Mark
Quan.
Type Span
P1 -H1
Left OH
Right
OH
Engineering
IGA172 LANGDONN
Plus
1 DL Load Case(s)
1?5A
1
SHPS 330808
8
0
10-
8
T4419161
Langdon
A -1
0.59 1393 C 0.03 0.56
This truss has been designed
I -G
0.63 1970 C 0.07 0.56
for 20.0 psf LL on the B.C.
G -B
0.78 1686 C 0.04 0.74
HO 7-12
r
B -C
0.77 1381 C 0.04 0.73
3- 6- 0 tall by
C -H
0.73 1647 C 0.04 0.69
2- 0- 0 wide
H -J
HO 7-12
00
o
o
0
TC '�1 6-2-2
1
12-4-4
1
21-4-4
1
27-6-6
1
00 00
o p0
32-8-0 1 m)
Online Plus* 0 Copyright MTekO 1996-2012 Version 30.0.009 Engineering-
Portrait 6f//1012 5:05:25 PM Page 1
6x6
5x5
B
C
2x4
H
9-2-0
X
8-10-9
-,
3x43x
J 3x6 II
A
D
S1
F
E
It
S2
HGR
4x5=
3x5-
4x7-
4x5-
W:308
R:1451
R:1487
U: 103
U: 111
BC
12-4-9
1
21-4-4
1
33-8-8
f
-
33-8-8
ALL
PLATES ARE MT2020
Scale: 0.189'= 1'
Online Plus -- Version 30.0.009
RUN DATE: 07 -JUN -12
Southern Pine lumber design
values are those effective
06-01-12 by SPIB//ALSC DON
CSI -Size- ----Lumber----
TC 0.78 2x 4 SP -#2
-- 0.77 2x 4 SP -#1
B -C
BC 0.68 2x 4 SP -#1
WE 0.34 2x 4 SP -#3
SL 0.21 2x 4 SP -#3
Brace truss as follows:
O.C. From To
TC Cont.0- 0- 0 33- 8- 8
or 36.0" 0- 0- 0 33- 8- 8
BC Cont, 0- 0- 0 33- 8- 8
or 120.0" 0- 0- 0 33- 8- 8
OneContinuous Lateral Brace
B -E
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 24.01-
Lumber
4.0"Lumber Duration Factor 1.15
Plate Duration Factor 1.15
TC Fb=1.15 Fr 1.10 Ft=1.10
BC Fb=1.10 Fr 1.10 Ft=1.10
Total Load Reactions (Lbs)
Jt Down Uplift Horiz-
A 1452 103 U 137 R
D 1487 112 U 137 R
Jt Brg Size Required
A 3.5" 1.7"
D 3.5" 1.8"
MiTek® Online Plus- APPROX. TRUSS WEIGHT: 227.1 LBS
S1 -F 0.64 1630 T 0.23 0.41
F -E 0.61 1409 T 0.20 0.41
E -S2 0.60 1601 T 0.22 0.38
S2 -D 0.68 1601 T 0.22 0.46
-------------Webs-------------
* -F 0.33 258 C
F -B 0.21 485 T
B -E 0.13 167 C 1 Br
E -C 0.19 476 T
E -H 0.34 266 C
-----------Sliders------------
- -I 0.21 805 C
J -D 0.21 780 C
TL Defl -0.85" in A -F L/470
LL Defl -0.37" in A -F L/999
Shear // Grain in B -C 0.38
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.Ox 8.0 1.9 0.5 0.83
I MT20 3.Ox 4.0 Ctr Ctr 0.32
G MT20 2.Ox 4.0 Ctr Ctr 0.30
B MT20 6.Ox 6.0 1.1-3.7 0.52
C MT20 5.Ox 50-0.9-3.1 0.43
H MT20 2.Ox 4..0 Ctr Ctr 0.30
J MT20 3.Ox 4.0 Ctr Ctr 0.32
D MT20 3.Ox 6.0-1.5 6.6 0.99
S1 MT20 4.Ox 5.0 Ctr 0.2 0.84
F MT20 3.Ox 5.0 Ctr Ctr 0.37
E MT20 4.Ox 7.0 Ctr Ctr 0.31
S2 MT20 4.Ox 5.0 Ctr 0.2 0.82
REVIEWED BY:
MiTek Industries, Inc.
6904 Parke East Blvd.
Tampa, FL 33610
REFER TO ONLINE PLUS GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
Plus
6 Wind Load Case(s)
NOTES:
Plus
2 Unbalanced Load Cases
Trusses Manufactured by:
Plus
1 UBC LL Load Case(s)
U.S. Housing
Plus
1 BC LL Load Case(s)
Analysis Conforms To:
Plus
1 DL Load Case(s)
IBC/IRC2006
TPI 2002
Membr
CSI P Lbs Axl-CSI-Bnd
OH Loading
----------Top Chords----------
Soffit psf 2.0
A -1
0.59 1393 C 0.03 0.56
This truss has been designed
I -G
0.63 1970 C 0.07 0.56
for 20.0 psf LL on the B.C.
G -B
0.78 1686 C 0.04 0.74
in areas where a rectangle
B -C
0.77 1381 C 0.04 0.73
3- 6- 0 tall by
C -H
0.73 1647 C 0.04 0.69
2- 0- 0 wide
H -J
0.61 1934 C 0.07 0.54
will fit between the B.C.
J -D
0.57 1389 C 0.03 0.54
and any other member.
--------Bottom Chords---------
Design checked for 10 psf non-
A -S1
0.68 1630 T 0.23 0.45
concurrent LL on BC.
Online Plus* 0 Copyright MTekO 1996-2012 Version 30.0.009 Engineering-
Portrait 6f//1012 5:05:25 PM Page 1
Wind Loads - ANSI / ASCE 7-05
Truss is designed as a Main
Wind -Force Resistance System.
Wind Speed: 90 mph
Mean Roof Height: 25-0
Exposure Category: B
Occupancy Factor : 1.00
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 psi
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 1970 Lbs
Max tens. force 1630 Lbs
Connector Plate Fabrication
Tolerance = 204
This truss is designed for a
creep factor of 1.5 .which
is used to calculate total
load deflection.
No. 19300529
C
/1/1111111(("0
June 8,2012
MiTek® Online Plus- APPROX. TRUSS WEIGHT: 223.4 LBS
OnlinePlua -- Version 30.0.009 F -E 0.71 1482 T 0.21 0.50 concurrent LL on BC.
RUN DATE: 07 -JUN -12 E -S2 0.56 1604 T 0.23 0.33 Wind Loads - ANSI / ASCE 7-05
92-D 0.68 1604 T 0.23 0.45 Truss is designed as a Main
Southern Pine lumber design -------------Webs------------- Wind -Force Resistance System.
values are those effective G -F 0.50 426 C Wind Speed: 90 mph
06-01-12 by SPIB//ALSC DON F -B 0.26 605 T Mean Roof Height: 25-0
CSI -Size- ----Lumber---- B -E 0.17 223 C 1 Br Exposure Category: B
TC 0.80 2x 4 SP -#1 E -C 0.19 483 T Occupancy Factor : 1.00
-- 0.78 2x 4 SP -#2 E -H 0.28 241 C Building Type: Enclosed
A -B C -D-----------Sliders------------ Zone location: Exterior
BC 0.76 2x 4 SP -#1 I -D 0.21 797 C TC Dead Load 6.0 psf
WB 0.50 2x 4 SP -#3 BC Dead Load 6.0 psf
SL 0.21 2x 4 SP43 TL Defl -1.11" in A -F L/358 Roof Snow Load per ASCE 7-05
LL Defl -0.46" in A -F L/866 Ground Snow Load = 20.0 psf
Brace truss as follows: Shear // Grain in B -C 0.38 Rain Load = 0.0 psf
O.C. From To Importance Factor 1.00
TC Cont. 0- 0- 0 33- 8- 8 Plates for each ply each face. Thermal Factor 1.00
or 30.0" 0- 0- 0 33- 8- 8 Plate - MT20 20 Ga, Gross Area Exposure Factor 1.20
BC Cont. 0- 0- 0 33- 8- 8 Plate - MT2H 20 Ga, Gross Area Balanced Load Factor 0.76
or 120.0" 0- 0- 0 33- 8- 8 Jt Type Plt Size X Y JSI Unbal snow loads checked
One Continuous Lateral Brace A MT20 4.Ox 5.0 Ctr-0.3 0.91 Par -to -ridge not req'd
B -E G MT20 2.Ox 4.0 Ctr Ctr 0.28 Piggyback Cap: Peak
Attach CLB with (2)-10d nails B MT20 6.Ox 6.0 1.1-3.7 0.52 Max comp. force 2144 Lbs
at each web. C MT20 S.Ox 5.0-0.9-3.1 0.44 Max tens. force . 1843 Lbs
H MT20 2.Ox 4.0 Ctr Ctr 0.30 Connector Plate Fabrication
psf-Ld Dead Live I MT20 3.Ox 4.0 Ctr Ctr 0.31 Tolerance = 206
TC 10.0 20.0 D MT20 3.Ox 8.0-1.9 0.5 0.82 This truss is designed for a
BC 10.0 0.0 S1 MT20 4.Ox 5.0 Ctr 0.2 1.00 creep factor of 1.5 which
TC+BC 20.0 20.0 F MT20 3.Ox 5.0 Ctr Ctr 0.46 is used to calculate total
Total 40.0 Spacing 24.0" E MT20 4.Ox 7.0 Ctr Ctr 0.31 load deflection.
Lumber Duration Factor 1.15 S2 MT20 4.Ox 5.0 Ctr 0.2 0.73 _
Plate Duration Factor 1.15
TC Fb=1.15 F�1.10 Ft=1.10 REVIEWED BY:
BC Fb=1.10 Fc=1.10 Ft=1.10 MiTek Industries, Inc.
6904 Parke East Blvd.
Total Load Reactions (Lbs) Tampa, FL 33610
Jt Down Uplift Horiz-
A 1446 103 U 134 R REFER TO ONLINE PLUS GENERAL
D 1487 112 U 133 R NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
Jt Brg Size Required
A 3.5" 1.711 NOTES:
D 3.5" 1.8" Trusses Manufactured by:
U.S. Housing
Plus 6 Wind Load Case(s) Analysis Conforms To:
Plus 2 Unbalanced Load Cases IBC/IRC2006 '��� • �,rJ.T t,• 7�)_ ��i
Plus 1 DEC LL Load Case(s) TPI 2002 �` �l,��7 •7E(O•+ /
Plus 1 BC LL Load Case (s) WARNING Do Not Cut overframe r
Plus 1 DL Load Case(s) member between outside of • No. 19300529
truss and first tie -plate
Membr CSI P Lbs Axl-CSI-Bnd to inside of heel plate. - --- -� '"--,-
----------Top Chords---------- OH Loading t • ��,�
A -G 0.72 2144 C 0.14 0.58 Soffit psf 2.0 ST ���'
G -B 0.78 1783 C 0.05 0.73 This truss has been designed - �
B -C 0.80 1403 C 0.04 0.76 for 20.0 psf LL on the B.C. iy ,�//� [a i.r
C -H 0.74 1671 C 0.04 0.70 in areas inhere a rectangle ,<y _ a
by
I -D 0.58 1348 C 0.02 0.56 2- 0- 0 wide //sU'/ONA\\`\*\
--------Bottom Chords--------- will fit between the B.C. /////ll))))(1(\\\\\
A -S1 0.60 1843 T 0.13 0.47 and any other member.
S1 -F 0.76 1843 T 0.26 0.50 Design checked for 10 psf non- .I
Online Plus"'® Copyright MTek®1996-2012 Version 30.0.009 Engineering- Portrait 6/72012 5:05:25 PM Page 1 June 8,20 12
Job
Mark
Quan
Type Span P1 -H1 Left OH
Right OH
Engineering
IGA172 LANGDONN
R6
4
SP , 330808 8 0
10- 8
T4419162
Langdon
HO 4
HO 7-12
0
0
TC 6-10-9
1
12-9-14
1
21-9-14 1 27-9-3
CD m
0 0
m 0
1 32-8-1 1C"t4 I
6x6
�
5x5
B
C
8 F
2x4
2x9
G
H
8-10-4
B-6-13
4x5::-
3x4 ��
4x5 -,4x5%
= 3x8 11
A
D
Sl
F
E S2
4x5 =
3x5-
4x7 -4x5 -
HGR
W:308
R:1446
R:1486
U: 103
U: 111
BC
21-9-14 1
- -
33-8-8
aa -8-n
33-8-8
ALL PLATES ARE MT2020
Scale: 0.187" = 1'
MiTek® Online Plus- APPROX. TRUSS WEIGHT: 223.4 LBS
OnlinePlua -- Version 30.0.009 F -E 0.71 1482 T 0.21 0.50 concurrent LL on BC.
RUN DATE: 07 -JUN -12 E -S2 0.56 1604 T 0.23 0.33 Wind Loads - ANSI / ASCE 7-05
92-D 0.68 1604 T 0.23 0.45 Truss is designed as a Main
Southern Pine lumber design -------------Webs------------- Wind -Force Resistance System.
values are those effective G -F 0.50 426 C Wind Speed: 90 mph
06-01-12 by SPIB//ALSC DON F -B 0.26 605 T Mean Roof Height: 25-0
CSI -Size- ----Lumber---- B -E 0.17 223 C 1 Br Exposure Category: B
TC 0.80 2x 4 SP -#1 E -C 0.19 483 T Occupancy Factor : 1.00
-- 0.78 2x 4 SP -#2 E -H 0.28 241 C Building Type: Enclosed
A -B C -D-----------Sliders------------ Zone location: Exterior
BC 0.76 2x 4 SP -#1 I -D 0.21 797 C TC Dead Load 6.0 psf
WB 0.50 2x 4 SP -#3 BC Dead Load 6.0 psf
SL 0.21 2x 4 SP43 TL Defl -1.11" in A -F L/358 Roof Snow Load per ASCE 7-05
LL Defl -0.46" in A -F L/866 Ground Snow Load = 20.0 psf
Brace truss as follows: Shear // Grain in B -C 0.38 Rain Load = 0.0 psf
O.C. From To Importance Factor 1.00
TC Cont. 0- 0- 0 33- 8- 8 Plates for each ply each face. Thermal Factor 1.00
or 30.0" 0- 0- 0 33- 8- 8 Plate - MT20 20 Ga, Gross Area Exposure Factor 1.20
BC Cont. 0- 0- 0 33- 8- 8 Plate - MT2H 20 Ga, Gross Area Balanced Load Factor 0.76
or 120.0" 0- 0- 0 33- 8- 8 Jt Type Plt Size X Y JSI Unbal snow loads checked
One Continuous Lateral Brace A MT20 4.Ox 5.0 Ctr-0.3 0.91 Par -to -ridge not req'd
B -E G MT20 2.Ox 4.0 Ctr Ctr 0.28 Piggyback Cap: Peak
Attach CLB with (2)-10d nails B MT20 6.Ox 6.0 1.1-3.7 0.52 Max comp. force 2144 Lbs
at each web. C MT20 S.Ox 5.0-0.9-3.1 0.44 Max tens. force . 1843 Lbs
H MT20 2.Ox 4.0 Ctr Ctr 0.30 Connector Plate Fabrication
psf-Ld Dead Live I MT20 3.Ox 4.0 Ctr Ctr 0.31 Tolerance = 206
TC 10.0 20.0 D MT20 3.Ox 8.0-1.9 0.5 0.82 This truss is designed for a
BC 10.0 0.0 S1 MT20 4.Ox 5.0 Ctr 0.2 1.00 creep factor of 1.5 which
TC+BC 20.0 20.0 F MT20 3.Ox 5.0 Ctr Ctr 0.46 is used to calculate total
Total 40.0 Spacing 24.0" E MT20 4.Ox 7.0 Ctr Ctr 0.31 load deflection.
Lumber Duration Factor 1.15 S2 MT20 4.Ox 5.0 Ctr 0.2 0.73 _
Plate Duration Factor 1.15
TC Fb=1.15 F�1.10 Ft=1.10 REVIEWED BY:
BC Fb=1.10 Fc=1.10 Ft=1.10 MiTek Industries, Inc.
6904 Parke East Blvd.
Total Load Reactions (Lbs) Tampa, FL 33610
Jt Down Uplift Horiz-
A 1446 103 U 134 R REFER TO ONLINE PLUS GENERAL
D 1487 112 U 133 R NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
Jt Brg Size Required
A 3.5" 1.711 NOTES:
D 3.5" 1.8" Trusses Manufactured by:
U.S. Housing
Plus 6 Wind Load Case(s) Analysis Conforms To:
Plus 2 Unbalanced Load Cases IBC/IRC2006 '��� • �,rJ.T t,• 7�)_ ��i
Plus 1 DEC LL Load Case(s) TPI 2002 �` �l,��7 •7E(O•+ /
Plus 1 BC LL Load Case (s) WARNING Do Not Cut overframe r
Plus 1 DL Load Case(s) member between outside of • No. 19300529
truss and first tie -plate
Membr CSI P Lbs Axl-CSI-Bnd to inside of heel plate. - --- -� '"--,-
----------Top Chords---------- OH Loading t • ��,�
A -G 0.72 2144 C 0.14 0.58 Soffit psf 2.0 ST ���'
G -B 0.78 1783 C 0.05 0.73 This truss has been designed - �
B -C 0.80 1403 C 0.04 0.76 for 20.0 psf LL on the B.C. iy ,�//� [a i.r
C -H 0.74 1671 C 0.04 0.70 in areas inhere a rectangle ,<y _ a
by
I -D 0.58 1348 C 0.02 0.56 2- 0- 0 wide //sU'/ONA\\`\*\
--------Bottom Chords--------- will fit between the B.C. /////ll))))(1(\\\\\
A -S1 0.60 1843 T 0.13 0.47 and any other member.
S1 -F 0.76 1843 T 0.26 0.50 Design checked for 10 psf non- .I
Online Plus"'® Copyright MTek®1996-2012 Version 30.0.009 Engineering- Portrait 6/72012 5:05:25 PM Page 1 June 8,20 12
Job
MiTek® Online Plus- APPROX.
TRUSS WEIGHT: 302.1 LBS
Mark
Quan
Type Span P1 -H1
Left OH
Right OH
Engineering
1GA172 LANGDONN
B -C 0.93 1638 C 0.03 0.90
Fasten each scab (shaded) with
R7
2
SP 350808 8
10- 6
0
T4419163
Langdon
E -D 0.84 737 C 0.00 0.84
along entire length.
CSI -Size- ----Lumber----
D -D 0.00 4 T
OH Loading
TC 0.93 2x 4 SP -412
HO 7-12
r
Soffit psf 2.0
-- 0.93 2x 4 SP -2100£-1.8E
A -S2 0.76 1746 T 0.24 0.52
This truss has been designed
B -C
HO 9-6
0
0
0 0
TC 5-6-4
1
11-10-10
120-10-10
1
27-6-10
1 32-3-5 1 35-8-8
-- 0.84 2x10 SP -#2
S1 -E 0.63 2382 T 0.17 0.46
6x6
5
5x5
will fit between the B.C.
BC 0.79 2x 4 SP -#1
H -G 0.38 308 C
and any other member.
WB 0.38 2x 4 SP -43
G -B 0.21 479 T
B
SL 0.24 2x 4 SP -13
C
concurrent LL on BC.
PH 2x 8 SP42
F -C 0.28 655 T
NOTE: USER MODIFIED PLATES
SCAB (1) 2x10 SP -#2
F -L 0.37 921 C 1 Br
8
-----------Sliders------------
selected through a plate
Brace truss as follows:
A -M 0.24 892 C
monitor.
O.C. From To
Wind Loads - ANSI / ASCE 7-05
#8x6
10-7-15
Truss is designed as a Main
BC Cont. 0- 0- 0 35- 5- 0
LL Defl -0.39" in G -F L/999
Wind -Force Resistance System.
or 120.0" 0- 0-0 35- 5- 0
Hz Disp LL DL TL
L
8-6-13
Z
Mean Roof Height: 25-0
B -F F -L
Shear // Grain in B -C 0.45
Exposure Category: B
Attach CLB with (2)-10d nails
�8
Occupancy Factor : 1.00
at each web.
Plates for each ply each face.
Building Type: Enclosed
Plate - MT20 20 Ga, Gross Area
Zone location: Exterior
psf-Ld Dead Live
Plate - MT2H 20 Ga, Gross Area
TC Dead Load 6.0 psf
TC 10.0 20.0
Jt Type Plt Size X Y JSI
BC Dead Load 6.0 psf
BC 10.0 0.0
A MT20 3.Ox 8.0 1.9 0.5 0.91
Roof Snow Load per ASCE 7-05
TC+BC 20.0 20.0
M MT20 3.Ox 4.0 Ctr Ctr 0.35
Ground Snow Load = 20.0 psf
Total 40.0 Spacing 24.0"
H MT20 2.Ox 4.0 Ctr Ctr 0.31
Rain Load = 0.0 psf
Lumber Duration Factor 1.15
5x6 =
Importance Factor 1.00
Plate Duration Factor 1.15
C MT20 5.0x 5.0-0.9-3.1 0.52
Thermal Factor 1.00
TC Fb=1.15 Fc=1.10 Ft=1.10
L# MT20 8.0x 6.0 1.7-1.1 0.58
Exposure Factor 1.20
E
E MT20 5.Ox 6.0-0.8 0.5 0.83
Balanced Load Factor 0.84
S2
G
F
S1
D
W:308
Jt Down Uplift Horiz-
4x5 = 3x5 =
4x7 =
4x5 =
SL MT20 4.Ox 5.0 Ctr 0.2 0.90
R:1583
U: 117
D 1441 151 U 153 R
Connector Plate Fabrication
# = Plate Monitor used
Tolerance = 20%
Jt Brg Size Required
REVIEWED BY:
This truss is designed for a
A 3.5" 1.9"
MiTek Industries, Inc.
creep factor of 1.5 which
W:308
6904 Parke East Blvd.
is used to calculate total
Tampa, FL 33610
load deflection.
Plus 6 Wind Load Case(s)
R:1441
Plus 8 Unbalanced Load Cases
REFER TO ONLINE PLUS GENERAL
Plus 1 UBC LL Load Case(s)
NOTES AND SYMBOLS SHEET FOR
U: 150
Plus 1 BC LL Load Case(s)
ADDITIONAL SPECIFICATIONS.
Plus 1 DL Load Case(s)
NOTES:
Mambr CSI P Lbs Axl-CSI-Bnd
Trusses Manufactured by:
35-8-8
----------Top Chords----------
U.S. Housing
A -M 0.70 1404 C 0.03 0.67
ALL PLATES ARE MT2020,
# = PLATE SELECTED IN PLATE MONITOR
Online PlusTM 0 Copyright MTek®1996-2012 Version 30.0.009
Engineering - Portrait 6/82012 7:38:40 AM Pagel
Scale: 0.177" = 1'
No.19300529
a
&/001-t
////III 1100\
00
June 8,2012
MiTek® Online Plus- APPROX.
TRUSS WEIGHT: 302.1 LBS
Online Plus -- Version 30.0.009
M -H 0.76 2120 C 0.09 0.67
IBC/IRC2006 -
RUN DATE: 08 -JUN -12
H -B 0.93 1840 C 0.10 0.83
B -C 0.93 1638 C 0.03 0.90
Fasten each scab (shaded) with
Southern Pine lumber design
C -L 0.56 1966 C 0.02 0.54
2 rows of 10d nails at 6 In
values are those effective
L -E 0.65 2501 C 0.00 0.65
o.c. each row, staggered
06-01-12 by SPIB//ALSC DON
E -D 0.84 737 C 0.00 0.84
along entire length.
CSI -Size- ----Lumber----
D -D 0.00 4 T
OH Loading
TC 0.93 2x 4 SP -412
--------Bottom Chorda---------
Soffit psf 2.0
-- 0.93 2x 4 SP -2100£-1.8E
A -S2 0.76 1746 T 0.24 0.52
This truss has been designed
B -C
S2 -G 0.61 1746 T 0.25 0.36
for 20.0 psf LL on the B.C.
-- 0.562x 4 SP -#1
G -F 0.67 1540 T 0.22 0.45
in areas where a rectangle
C -L
F -S1 0.79 2382 T 0.34 0.45
3- 6- 0 tall by
-- 0.84 2x10 SP -#2
S1 -E 0.63 2382 T 0.17 0.46
2- 0- 0 wide
L -E
-------------Webs-------------
will fit between the B.C.
BC 0.79 2x 4 SP -#1
H -G 0.38 308 C
and any other member.
WB 0.38 2x 4 SP -43
G -B 0.21 479 T
Design checked for 10 psf non -
SL 0.24 2x 4 SP -13
B -F 0.10 242 T 1 Br
concurrent LL on BC.
PH 2x 8 SP42
F -C 0.28 655 T
NOTE: USER MODIFIED PLATES
SCAB (1) 2x10 SP -#2
F -L 0.37 921 C 1 Br
This design may have plates
-----------Sliders------------
selected through a plate
Brace truss as follows:
A -M 0.24 892 C
monitor.
O.C. From To
Wind Loads - ANSI / ASCE 7-05
TC Cont. 0- 0- 0 35- 5- 0
TL Defl -1.00 in F -E L/422
Truss is designed as a Main
BC Cont. 0- 0- 0 35- 5- 0
LL Defl -0.39" in G -F L/999
Wind -Force Resistance System.
or 120.0" 0- 0-0 35- 5- 0
Hz Disp LL DL TL
Wind Speed: 90 mph
One Continuous Lateral Brace
Jt D 0.20" 0.27" 0.47"
Mean Roof Height: 25-0
B -F F -L
Shear // Grain in B -C 0.45
Exposure Category: B
Attach CLB with (2)-10d nails
Occupancy Factor : 1.00
at each web.
Plates for each ply each face.
Building Type: Enclosed
Plate - MT20 20 Ga, Gross Area
Zone location: Exterior
psf-Ld Dead Live
Plate - MT2H 20 Ga, Gross Area
TC Dead Load 6.0 psf
TC 10.0 20.0
Jt Type Plt Size X Y JSI
BC Dead Load 6.0 psf
BC 10.0 0.0
A MT20 3.Ox 8.0 1.9 0.5 0.91
Roof Snow Load per ASCE 7-05
TC+BC 20.0 20.0
M MT20 3.Ox 4.0 Ctr Ctr 0.35
Ground Snow Load = 20.0 psf
Total 40.0 Spacing 24.0"
H MT20 2.Ox 4.0 Ctr Ctr 0.31
Rain Load = 0.0 psf
Lumber Duration Factor 1.15
B MT20 6.Ox 6.0 1.1-3.7 0.52
Importance Factor 1.00
Plate Duration Factor 1.15
C MT20 5.0x 5.0-0.9-3.1 0.52
Thermal Factor 1.00
TC Fb=1.15 Fc=1.10 Ft=1.10
L# MT20 8.0x 6.0 1.7-1.1 0.58
Exposure Factor 1.20
BC Fb=1.10 Fc=1.10 Ft=1.10
E MT20 5.Ox 6.0-0.8 0.5 0.83
Balanced Load Factor 0.84
S2 MT20 4.Ox 5.0 Ctr 0.2 0.87
Unbal snow loads checked
Total Load Reactions (Lbs)
G MT20 3.Ox 5.0 Ctr Ctr 0.37
Upwnd ridge dist = 25.0 ft
Jt Down Uplift Horiz-
F MT20 4.Ox 7.0 Ctr Ctr 0.57
Max comp. force 2501 Lbs
A 1583 118 U 150 R
SL MT20 4.Ox 5.0 Ctr 0.2 0.90
Max tens. force 2382 Lbs
D 1441 151 U 153 R
Connector Plate Fabrication
# = Plate Monitor used
Tolerance = 20%
Jt Brg Size Required
REVIEWED BY:
This truss is designed for a
A 3.5" 1.9"
MiTek Industries, Inc.
creep factor of 1.5 which
D 3.5" 1.7"
6904 Parke East Blvd.
is used to calculate total
Tampa, FL 33610
load deflection.
Plus 6 Wind Load Case(s)
Plus 8 Unbalanced Load Cases
REFER TO ONLINE PLUS GENERAL
Plus 1 UBC LL Load Case(s)
NOTES AND SYMBOLS SHEET FOR
Plus 1 BC LL Load Case(s)
ADDITIONAL SPECIFICATIONS.
Plus 1 DL Load Case(s)
NOTES:
Mambr CSI P Lbs Axl-CSI-Bnd
Trusses Manufactured by:
----------Top Chords----------
U.S. Housing
A -M 0.70 1404 C 0.03 0.67
Analysis Conforms To:
Online PlusTM 0 Copyright MTek®1996-2012 Version 30.0.009
Engineering - Portrait 6/82012 7:38:40 AM Pagel
No.19300529
a
&/001-t
////III 1100\
00
June 8,2012
Job
Mark
Quan Type Span P1 -H1 Left
OH Right OH
Engineering
IGA172 LANGDONN
R8
1 SP 350808 8 10-
8 0
T4419164
Langdon
HO 7-12
r
HO 1-9-10
co 0
0 0
TC 5-6-4
1
11-10-10 1
20-10-10 1 27-3-1
30-8-15 1
35-8-8
5x5
6x6
B
C
8
2x4
3x6
8-10-4
=
J
8-6-13
5x10 ��
4x7 =
D
E
ZI
F
S1 H - G S2
K
p 2x4 II
W: 308
3x5 - 4x7 = 3x5 - 4x6
- 6x10 -
HGR
R:1572
R:1520
U: 117
U: 110
ra
35 -a -a
Ed
ALL PLATES ARE MT2020
Scale: 0.172"= 1'
MiTek® Online Plus" APPROX. TRUSS WEIGHT: 252.2 LBS
Online Plus__
Version 30.0.009 D -E 1.00 3930 C 0.11 0.89 will fit between the B.C.
RUN DATE: 07 -JUN -12 --------Bottom Chords--------- and any other member.
A -S1 0.781732 T 0.24 0.54 Design checked for 10 psf non -
Southern Pine lumber design SI -H 0.57 1732 T 0.24 0.33 concurrent LL on BC.
Values are those effective H -G 0.70 1694 T 0.24 0.46 No wind exposure on right and.
06-01-12 by SPIB//ALSC DON G -S2 0.81 2417 T 0.34 0.47 Wind Loads - ANSI / ASCE 7-05
CSI -Size- ----Lumber---- S2 -K 0.96 2417 T 0.56 0.40 Truss is designed as a Main
TC 1.00 2x 4 SP -2100f -1.8E K -F 0.39 120 T 0.00 0.39 Wind -Force Resistance System.
-- 0.93 2x 4 SP42-------------Webs------------- Wind Speed: 90 mph
A -B I -H 0.38 309 C Mean Roof Height: 25-0
-- 0.90 2x 4 SP -41 H -B 0.24 547 T Exposure Category: B
C -D H -C 0.26 330 C 1 Br Occupancy Factor : 1.00
BC 0.96 2x 4 SP -42 G -C 0.37 845 T Building Type: Enclosed
-- 0.812x 4 SP -41 G -J 0.38 932 C 1 Br Zone location: Exterior
A -S1 S1-S2 J -K 0.60 2359 T TC Dead Load 6.0 psf
WB 0.80 2x 4 SP -43 K -D 0.80 2893 C BC Dead Load 6.0 psf
-- 0.60 2x 4 SP -42 K -E 0.64 4108 T Roof Snow Load per ASCE 7-05
'T _K F -E 0.39 1464 C Ground Snow Load = 20.0 psf
-- 0.64 2x 4 SP -41 -----------Sliders------------ Rain Load = 0.0 psf
K -E A -L 0.23 868 C Importance Factor 1.00
SL 0.23 2x 4 SP -43 Thermal Factor 1.00
PB --- 2x 8 SP42 TL De£1 -1.0711 in G -K L/392 Exposure Factor 1.20
LL De£1 -0.4011 in H -G L/999 Balanced Load Factor 0.84
Brace truss as follows: Shear // Grain in B -C 0.45 Unbal snow loads checked
O.C. From To Upwnd ridge dist = 25.0 ft
STC Cont. 0- 0- 0 35- 8- 8 Plates for each ply each face. Max comp, force 4796 Lbs
BC Cont. 0- 0-0 35- 8- 8 Plate - MT20 20 Ga, Gross Area Max tens. force 4108 Lbs
or 120.011 0- 0- 0 35- B- 8 Plate - MT2H 20 Ga, Gross Area Connector Plate Fabrication
One continuous Lateral Brace it Type Plt Size X Y JSI Tolerance = 20%
H -C G -J A MT20 3.Ox 8.0 1.9 0.5 0.89 This truss is designed for a
Attach CLB with (2)-10d nails L MT20 3.Ox 4.0 Ctr Ctr 0.34 creep factor of 1.5 which
at each web. I MT20 2.Ox 4.0 Ctr Ctr 0.31 is used to calculate total
B MT20 5.Ox 5.0 0.9-3.1 0.48 load deflection.
psf-Ld Dead Live C MT20 6.Ox 6.0-1.1-3.7 0.51
TC 10.0 20.0 J MT20 3.Ox 6.0 0.8-0.6 0.86
BC 10.0 0.0 D MT20 5.0X10.0-1.8-1.8 0.81
TC+BC 20.0 20.0 EMT20 4.Ox 7.0-1.5-0.4 0.98
Total 40.0 Spacing 24.011 S1 MT20 3.Ox 5.0 Ctr Ctr 0.56
Lumber Duration Factor 1.15 H MT20 4.Ox 7.0 Ctr Ctr 0.31
Plate Duration Factor 1.15 G MT20 3.Ox 5.0 Ctr Ctr 0.65
TC Fb=1.15 Fc=1.10 Ft=1.10 S2 MT20 4.Ox 6.0 Ctr 0.2 0.97
BC Fb=1.10 Fc=1.10 Ft=1.10 K MT20 6.0x10.0 1.0 Ctr 0.95
F MT20 2.0x 4.0 Ctr Ctr 0.41
Total Load Reactions (Lbs)
it Down Uplift Horiz- REVIEWED BY:
A 1572 117 U 122 R MiTek Industries, Inc.
F 1521 110 U 121 R 6904 Parke East Blvd.
Tampa, FL 33610
it Brg Size Required
A 3.511 1.911 REFER TO ONLINE PLUS GENERAL ',�\ • 11yy+ i r
F 3.511 1.811 NOTES AND SYMBOLS SHEET FOR i� • '`{GC7`ST EF • �/ err
ADDITIONAL SPECIFICATIONS. �'� Q •.
Plus 6 Wind Load Case(s)
Plus 8 Unbalanced Load Cases NOTES: NO. 93O0BZ9 • _
Plus 1 UBC LL Load Case(s) Trusses Manufactured by: ' _ --'---
Plus 1 BC LL Load Case(s) U.S. Housing
Plus 1 DL Load Case(s) Analysis Conforms To::
IBC/IRC2006 $TAT` ! f
Membr CSI P Lbs Axl-CSI-Bnd TPI 2002 r -i"
TopChords__________ OH Loading
A -L 0.68 1413 C 0.03 0.65 Soffit psf 2.0
L -I 0.73 2102 C 0.10 0.63 This truss has been designediS'/\\
B -C 0.92 1527 C 0.02 0.19 C 0.10 90 in areas where. 20.0 psfLa rectangleon thes 77/�N Ai
C -J 0.53 2024 C 0.01 0.52 3- 6- 0 tall by
J -D 0.90 4796 C 0.18 0.72 2- 0- 0 wide p �f .1
Online Plus* 0Copyrlgh[MTekO 1996-2012Vemion 30.0.009 Engineering-PorUai[ 6n20125:05:28PM Pagel Jure 8,20IZ
MiTek® Online Plus'" APPROX. TRUSS WEIGHT: 261.6 LBS
Online Plus ---Version 30.0.009 I -H 0.62 1677 T 0.12 0.50 No wind exposure on right end.
RUN DATE: 07 -JUN -12 H -S2 0.67 2526 T 0.36 0.31 Wind Loads - ANSI / ASCE 7-05
52-G 0.86 2526 T 0.31 0.55 Truss is designed as a Main
Southern Pine lumber design G -F 0.75 1518 T 0.34 0.41 Wind -Force Resistance System.
values are those effective -------------Webs------------- Wind Speed: 90 mph
06-01-12 by SPIB//ALSC UON J -I 0.39 310 C Mean Roof Height: 25-0
CSI -Size- ----Lumber---- I -B 0.22 537 T Exposure Category: B
TC 0.98 2x 4 SP -2100f -1.8E I -C 0.23 287 C 1 Br Occupancy Factor : 1.00
-- 0.92 2x 4 SP -#2 H -C 0.36 824 T Building Type: Enclosed
A -B H -D 0.39 992 C 1 Br Zone location: Exterior
-- 0.68 2x 4 SP -#1 G -D .0.33 777 C TC Dead Load 6.0 psf
C -D D -E G -L 0.60 1367 T BC Dead Load 6.0 psf
BC 0.86 2x 4 SP -112 L -F 0.65 2051 C 1 Br Roof Snow Load per ASCE 7-05
-- 0.752x 4 SP -#1 F -E 0.04 118 C. Ground Snow Load = 20.0 psf
A -S1 S1 -S2 -----------Sliders------------ Rain Load = 0.0 psf
WB 0.65 2x 4 SP -#3 A -M 0.24 806 C Importance Factor 1.00
SL 0.24 2x 4 SP -113 Thermal Factor 1.00
PB --- 2x 8 SP -112 TL Defl -0.60" in A -I L/707 Exposure Factor 1.20
LL Defl-0.33" in I -H L/999 Balanced Load Factor 0.84
Brace truss as follows: Shear // Grain in B -C 0.46 Unbal snow loads checked
O.C. From To Upwnd ridge dist = 25.0 ft
TC Cont. 0- 0- 0 35- 8- 8 Plates for each ply each face. Max comp. force 2509 Lbs
BC Cont. 0- 0- 0 35- 8- 8 Plate - MT20 20 Ga, Gross Area Max tens. force 2526 Lbs
or 120.0" 0- 0- 0 35- 8- 8 Plate - MT2H 20 Ga, Gross Area Connector Plate Fabrication
One Continuous Lateral Brace Jt Type Pit
Size X Y JSI Tolerance = 203
I -C H -D L -F A MT20 3.Ox 8.0 1.9 0.5 0.91 This truss is designed for a
Attach. CLB with (2)-10d nails M MT20 3.Ox 4.0 Ctr Ctr 0.35 creep factor of 1.5 which
at each web. J MT20 2.Ox 4.0 Ctr Ctr 0.31 is used to calculate total
B MT20 5.0x5.0 0.9-3.1 0.48 load deflection.
psf-Ld Dead Live C MT20 6.Ox 6.0-1.1-3.7 0.51
TC 100 20.0 D MT20 5.0x 8.0-1.4-2.1 0.73
HC 10..0 0.0 L MT20 4.Ox
5.0 Ctr Ctr 0.87
TC+BC 20.0 20.0 E MT20 2.Ox 4.0 Ctr Ctr 0.34
Total 40.0 Spacing 24.0" S1 MT20 3.Ox 5.0 Ctr Ctr 0.56
Lumber Duration Factor 1.15 I MT20 4.Ox 7.0 Ctr Ctr 0.31
Plate Duration Factor 1.15 H MT20 3.Ox 5.0 Ctr Ctr 0.63
TC Fb=1.15 F-,.10 Ft=1.10 S2 MT20 4.Ox 5.0 Ctr 0.2 0.73
BC Fb=1.10 Fc=1.10 Ft=1.10 G MT20 3.Ox 5.0 0.5 Ctr 0.78
F MT20 4.Ox 5.0 Ctr Ctr 0.84
Total Load Reactions (Lbs)
it Down Uplift Horiz- REVIEWED BY:
A 1572 112 U 106 R MiTek Industries, Inc.
F 1576 116 U 100 R 6904 Parke East Blvd.
Tampa, FL 33610
it Brg Size Required
A 3.5 1.9" REFER TO ONLINE PLUS GENERAL
F 3.5" 1.9" NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS. ,�\\ SPS A.'14 ffff
Plus 6 Wind Load Case (s) - �t C)t " if
Plus 8 Unbalanced Load Cases NOTES: `ems �+.� • 'ts-rL' • 7A-
Plus 1 UBC LL Load Case (s) Trusses Manufactured by:
Plus 1 HC LL Load Case (s) U.S. Housing •; Q+ �••r
Plus 1 DL Load Case(s) Analysis Conforms To:
IBC/IRC2006 - No. 19300529
Membr CSI P Lbs Axl-CSI-Bnd TPI 2002
----------Top Chords---------- OH Loading
A -M 0.69 1393 C 0.03 0.66 Soffit psf 2.0
M -J 0.74 2103 C 0.08 0.66 This truss has been designed
J -H 0.92 1822 C 0.10 0.82 for 20.0 psf LL on the B.C. A'��11,J` a
B -C 0.98 1530 C 0.03 0.95 in areas where a rectangle �•") _' jrg r AkZ'"'
C -D 0.59 2029 C 0.05 0.54 3- 6- 0 tall by i{';�^er.1'"�xry-"'Q*\
D -L 0.68 2509 C 0.04 0.64 2- 0- 0 wide ._ /f JJ/ /n/nN {Cri
L E 0 00 044 will
fit between BC
----Bottom Chords --_ and othermember.J/111111l4\\\�
i�
A -S1 0.75 1733 T 0.23 0.52 Design checked for 10 psf non -
S1 -I 0.62 1733 T 0.12 0.50 concurrent LL on BC.
Online Pius"'® Copyright MifeM01996-2012 Version 30.0.009 Engineering - Portrait 67720125:05:29PM Paget June 8,201
2
Job
Mark
Quan Type Span PI -HI
Left OH
Right OH
Engineering
IGA172 IANGDONN
R9
1 SP 350808 8
10- 8
0
T4419165
Langdon
HO 7-12
I-
HO 4-1-10
TC
00 o
0 0
0 0
5-6-4 1
11-10-10 1
20-10-10 1 27-2-15 1 31-4-0
1 35-8-8
5x5
6x6
zz
B
C
IT8
2x4
��
5x8 ��
4x5= 2x4 I I
8-10-4
7
D
L E
8-6-13
3x4�i
M
3x8 I I
A
F
S1 I H
G
➢ 4x5 =
W:308
3x5= 4x7= 3x5=
S2 3x5-
HGR
R:1572
4x5 -
R:1575
U: 111
U: 115
,a
35-8-8
ALL PLATES ARE MT2020
Scale: 0.172"=1'
MiTek® Online Plus'" APPROX. TRUSS WEIGHT: 261.6 LBS
Online Plus ---Version 30.0.009 I -H 0.62 1677 T 0.12 0.50 No wind exposure on right end.
RUN DATE: 07 -JUN -12 H -S2 0.67 2526 T 0.36 0.31 Wind Loads - ANSI / ASCE 7-05
52-G 0.86 2526 T 0.31 0.55 Truss is designed as a Main
Southern Pine lumber design G -F 0.75 1518 T 0.34 0.41 Wind -Force Resistance System.
values are those effective -------------Webs------------- Wind Speed: 90 mph
06-01-12 by SPIB//ALSC UON J -I 0.39 310 C Mean Roof Height: 25-0
CSI -Size- ----Lumber---- I -B 0.22 537 T Exposure Category: B
TC 0.98 2x 4 SP -2100f -1.8E I -C 0.23 287 C 1 Br Occupancy Factor : 1.00
-- 0.92 2x 4 SP -#2 H -C 0.36 824 T Building Type: Enclosed
A -B H -D 0.39 992 C 1 Br Zone location: Exterior
-- 0.68 2x 4 SP -#1 G -D .0.33 777 C TC Dead Load 6.0 psf
C -D D -E G -L 0.60 1367 T BC Dead Load 6.0 psf
BC 0.86 2x 4 SP -112 L -F 0.65 2051 C 1 Br Roof Snow Load per ASCE 7-05
-- 0.752x 4 SP -#1 F -E 0.04 118 C. Ground Snow Load = 20.0 psf
A -S1 S1 -S2 -----------Sliders------------ Rain Load = 0.0 psf
WB 0.65 2x 4 SP -#3 A -M 0.24 806 C Importance Factor 1.00
SL 0.24 2x 4 SP -113 Thermal Factor 1.00
PB --- 2x 8 SP -112 TL Defl -0.60" in A -I L/707 Exposure Factor 1.20
LL Defl-0.33" in I -H L/999 Balanced Load Factor 0.84
Brace truss as follows: Shear // Grain in B -C 0.46 Unbal snow loads checked
O.C. From To Upwnd ridge dist = 25.0 ft
TC Cont. 0- 0- 0 35- 8- 8 Plates for each ply each face. Max comp. force 2509 Lbs
BC Cont. 0- 0- 0 35- 8- 8 Plate - MT20 20 Ga, Gross Area Max tens. force 2526 Lbs
or 120.0" 0- 0- 0 35- 8- 8 Plate - MT2H 20 Ga, Gross Area Connector Plate Fabrication
One Continuous Lateral Brace Jt Type Pit
Size X Y JSI Tolerance = 203
I -C H -D L -F A MT20 3.Ox 8.0 1.9 0.5 0.91 This truss is designed for a
Attach. CLB with (2)-10d nails M MT20 3.Ox 4.0 Ctr Ctr 0.35 creep factor of 1.5 which
at each web. J MT20 2.Ox 4.0 Ctr Ctr 0.31 is used to calculate total
B MT20 5.0x5.0 0.9-3.1 0.48 load deflection.
psf-Ld Dead Live C MT20 6.Ox 6.0-1.1-3.7 0.51
TC 100 20.0 D MT20 5.0x 8.0-1.4-2.1 0.73
HC 10..0 0.0 L MT20 4.Ox
5.0 Ctr Ctr 0.87
TC+BC 20.0 20.0 E MT20 2.Ox 4.0 Ctr Ctr 0.34
Total 40.0 Spacing 24.0" S1 MT20 3.Ox 5.0 Ctr Ctr 0.56
Lumber Duration Factor 1.15 I MT20 4.Ox 7.0 Ctr Ctr 0.31
Plate Duration Factor 1.15 H MT20 3.Ox 5.0 Ctr Ctr 0.63
TC Fb=1.15 F-,.10 Ft=1.10 S2 MT20 4.Ox 5.0 Ctr 0.2 0.73
BC Fb=1.10 Fc=1.10 Ft=1.10 G MT20 3.Ox 5.0 0.5 Ctr 0.78
F MT20 4.Ox 5.0 Ctr Ctr 0.84
Total Load Reactions (Lbs)
it Down Uplift Horiz- REVIEWED BY:
A 1572 112 U 106 R MiTek Industries, Inc.
F 1576 116 U 100 R 6904 Parke East Blvd.
Tampa, FL 33610
it Brg Size Required
A 3.5 1.9" REFER TO ONLINE PLUS GENERAL
F 3.5" 1.9" NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS. ,�\\ SPS A.'14 ffff
Plus 6 Wind Load Case (s) - �t C)t " if
Plus 8 Unbalanced Load Cases NOTES: `ems �+.� • 'ts-rL' • 7A-
Plus 1 UBC LL Load Case (s) Trusses Manufactured by:
Plus 1 HC LL Load Case (s) U.S. Housing •; Q+ �••r
Plus 1 DL Load Case(s) Analysis Conforms To:
IBC/IRC2006 - No. 19300529
Membr CSI P Lbs Axl-CSI-Bnd TPI 2002
----------Top Chords---------- OH Loading
A -M 0.69 1393 C 0.03 0.66 Soffit psf 2.0
M -J 0.74 2103 C 0.08 0.66 This truss has been designed
J -H 0.92 1822 C 0.10 0.82 for 20.0 psf LL on the B.C. A'��11,J` a
B -C 0.98 1530 C 0.03 0.95 in areas where a rectangle �•") _' jrg r AkZ'"'
C -D 0.59 2029 C 0.05 0.54 3- 6- 0 tall by i{';�^er.1'"�xry-"'Q*\
D -L 0.68 2509 C 0.04 0.64 2- 0- 0 wide ._ /f JJ/ /n/nN {Cri
L E 0 00 044 will
fit between BC
----Bottom Chords --_ and othermember.J/111111l4\\\�
i�
A -S1 0.75 1733 T 0.23 0.52 Design checked for 10 psf non -
S1 -I 0.62 1733 T 0.12 0.50 concurrent LL on BC.
Online Pius"'® Copyright MifeM01996-2012 Version 30.0.009 Engineering - Portrait 67720125:05:29PM Paget June 8,201
2
Job
Mark
Quan Type Span P1 -H1 Left OH
Right OH
Engineering
IGA172 LANGDONN
RIO
1 SP 350808 8 10- a
0
T4419166
Langdon
G -S2 0.75 1441 T 0.09 0.66
06-01-12 bySPIB//ALSC UON
S2 -F 0.86 1441 T 0.13 0.73
HO 7-12
r_
_____________Webs_____________
TC 0.98 2x 4 SP -2100£-1.8E
HO 6-5-10
m o
0 0
TC }i �) 5-6-4 1
11-10-10
1 20-10-10 123-8-151 29-7-0
1 35-8-8
-- 0.74 2x 4 SP -11
H -C 0.36 824 T
6x6
7:� 5x5
BC 0.86 2x 4 SP-2100f-1.BE
G -D 0.34 378 C
-- 0.732x 4 SP -11
G -L 0.51 1169 T
B
L -F 0.97 2072 C 1 Br
C
F -E 0.15 183 C
S1-S2
-----------Sliders------------
WB 0.97 2x 4 SP -113
5x6
4x5 = 2x4 11
PB --- 2x 8 SP -12
8
LL Defl -0.49" in G -F L/856
D
L E
O.C. From To
TC Cont. 0- 0- O 35- 8- 8
Plates for each ply each face.
BC Cont. 0- 0- 0 35- 8- 8
2x4
or 120.0" 0- 0- 0 35- 8- 8
Plate - MT2H 20 Ga, Gross Area
One Continuous Lateral Brace
Jt Type Plt Size X Y JSI
H -D L -F
A MT20 3.Ox 8.0 1.9 0.5 0.97
8-10-4
M MT20 3.Ox 4.0 Ctr Ctr 0.37
at each web.
J MT20 2.Ox 4.0 Ctr Ctr 0.32
B MT20 6.0x 6.0 1.1-3.7 0.52
psf-Ld Dead Live
C MT20 5.Ox 5.0-0.9-3.1 0.58
8-6-13
3x 4,
BC 10.0 0.0
L MT20 4.Ox 5.0 Ctr Ctr 0.82
TC+BC 20.0 20.0
E MT20 2.Ox 4.0 Ctr Ctr 0.34
Total 40.0 Spacing 24.0"
S1 MT20 3.Ox 5.0 Ctr Ctr 0.61
Lumber Duration Factor 1.15
M
Plate Duration Factor 1.15
H MT20 4.Ox 7.0 Ctr Ctr 0.50
TC Fb=1.15 Fc=1.10 Ft=1.10
G MT20 3.Ox 5.0 Ctr Ctr 0.79
BC Fb=1.10 Fc=1.10 Ft=1.10
S2 MT20 3.Ox 5.0 Ctr Ctr 0.61
3x8 11
Total Load Reactions (Lbs)
Jt Down Uplift Horiz-
REVIEWED BY:
A 1622 102 U 176 R
MiTek Industries, Inc.
F 1830 125 U 109 R
6904 Parke East Blvd.
Tampa, FL 33610
Jt Brg Size Required
A 3.5" IT,
REFER TO ONLINE PLUS GENERAL
F 3.5" 1.5"
NOTES AND SYMBOLS SHEET FOR
Fe
Plus 6 Wind Load Case(s)
Plus 8 Unbalanced Load Cases
F
Plus 1 UBC LL Load Case(s)
S1
I H G S2
4x5
➢ =
W:308
3x5=
3x5= 4x7= 3x5= 3x5=
HGR
R:1621
TPI 2002
--Top Chords----------
R:1829
U: 101
Soffit psf 2.0
M -J 0.82 2186 C 0.09 0.73
U: 125
J -B 0.91 1910 C 0.06 0.85
for 20.0 psf LL on the B.C.
H -C 0.98 1789 C 0.04 0.94
in areas where a rectangle
C -D 0.57 2154 C 0.03 0.54
3- 6- 0 tall by
35 -C -O
2-0-0 0 wide
L -E 0.68 0 T 0.00 0.68
will fit between the H.C.
ALL .PLATES ARE MT2020
Scale: 0.172"=1'
Design checked for 10 psf non -
concurrent LL on BC.
No wind exposure on right end.
Wind Loads - ANSI / ASCE 7-05
Truss is designed as a Main
Wind -Force Resistance System.
Wind Speed: 90 mph
Mean Roof Height: 25-0
Exposure Category: B
Occupancy Factor : 1.00
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 2228 Lba
Max tens. force 2233 Lbs
Connector Plate Fabrication
Tolerance = 20$
This truss is designed for a
creep factor of 1.5 which
is used to calculate total
load deflection.
\\0\11II I IIIII/t/01
M1..� � �\vCj\STEq���f�i'`�.
i
No.19300529 '
Online PlusTM 0 Copyright MTekV 19962012 Version 30.0.009 Engineering - Portrait 6/72012 5:05:31 PM Page 1 June 8,20 12
MiTek® Online Plus- APPROX. TRUSS WEIGHT: 279.1 LBS
Online Plus -_Version 30.0.009
A -S1 0.73 1797 T 0.23 0.50
RUN DATE: 07 -JUN -12
S1 -I 0.41 1797 T 0.05 0.36
I -H 0.41 1599 T 0.05 0.36
Southern Pine lumber design
H -G 0.80 2233 T 0.14 0.66
values are those effective
G -S2 0.75 1441 T 0.09 0.66
06-01-12 bySPIB//ALSC UON
S2 -F 0.86 1441 T 0.13 0.73
CSI -Size_ ____Lumber___-
_____________Webs_____________
TC 0.98 2x 4 SP -2100£-1.8E
J -I 0.38 302 C
-- 0.91 2. 4 SP -12
I -B 0.21 501 T
A -B
B -H 0.16 269 T
-- 0.74 2x 4 SP -11
H -C 0.36 824 T
C -D D -E
H -D 0.40 1100 C 1 Br
BC 0.86 2x 4 SP-2100f-1.BE
G -D 0.34 378 C
-- 0.732x 4 SP -11
G -L 0.51 1169 T
A -S1
L -F 0.97 2072 C 1 Br
-- 0.80 2x 4 SP -2850f -2.3E
F -E 0.15 183 C
S1-S2
-----------Sliders------------
WB 0.97 2x 4 SP -113
A -M 0.25 950 C
SL 0.25 2x 4 SP -13
PB --- 2x 8 SP -12
TL Defl -1.04" in G -F L/404
LL Defl -0.49" in G -F L/856
Brace truss as follows:
Shear // Grain in D -L 0.51
O.C. From To
TC Cont. 0- 0- O 35- 8- 8
Plates for each ply each face.
BC Cont. 0- 0- 0 35- 8- 8
Plate - MT20 20 Ga, Gross Area
or 120.0" 0- 0- 0 35- 8- 8
Plate - MT2H 20 Ga, Gross Area
One Continuous Lateral Brace
Jt Type Plt Size X Y JSI
H -D L -F
A MT20 3.Ox 8.0 1.9 0.5 0.97
Attach CLE with (2)-10d nails
M MT20 3.Ox 4.0 Ctr Ctr 0.37
at each web.
J MT20 2.Ox 4.0 Ctr Ctr 0.32
B MT20 6.0x 6.0 1.1-3.7 0.52
psf-Ld Dead Live
C MT20 5.Ox 5.0-0.9-3.1 0.58
TC 10.0 20.0
D MT20 5.Ox 6.0-1.4-2.1 0.73
BC 10.0 0.0
L MT20 4.Ox 5.0 Ctr Ctr 0.82
TC+BC 20.0 20.0
E MT20 2.Ox 4.0 Ctr Ctr 0.34
Total 40.0 Spacing 24.0"
S1 MT20 3.Ox 5.0 Ctr Ctr 0.61
Lumber Duration Factor 1.15
I MT20 3.Ox 5.0 Ctr Ctr 0.38
Plate Duration Factor 1.15
H MT20 4.Ox 7.0 Ctr Ctr 0.50
TC Fb=1.15 Fc=1.10 Ft=1.10
G MT20 3.Ox 5.0 Ctr Ctr 0.79
BC Fb=1.10 Fc=1.10 Ft=1.10
S2 MT20 3.Ox 5.0 Ctr Ctr 0.61
F MT20 4.Ox 5.0 Ctr Ctr 0.82
Total Load Reactions (Lbs)
Jt Down Uplift Horiz-
REVIEWED BY:
A 1622 102 U 176 R
MiTek Industries, Inc.
F 1830 125 U 109 R
6904 Parke East Blvd.
Tampa, FL 33610
Jt Brg Size Required
A 3.5" IT,
REFER TO ONLINE PLUS GENERAL
F 3.5" 1.5"
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
Plus 6 Wind Load Case(s)
Plus 8 Unbalanced Load Cases
NOTES:
Plus 1 UBC LL Load Case(s)
Trusses Manufactured by:
Plus 1 BC LL Load Case(s)
U.S. Housing
Plus 1 DL Load Case(s)
Analysis Conforms To:
IBC/IRC2006 -
Membr CSI P Lbs Axl-CSI-Bnd
TPI 2002
--Top Chords----------
ON Loading
A -M 0.76 1417 C 0.03 0.73
Soffit psf 2.0
M -J 0.82 2186 C 0.09 0.73
This truss has been designed
J -B 0.91 1910 C 0.06 0.85
for 20.0 psf LL on the B.C.
H -C 0.98 1789 C 0.04 0.94
in areas where a rectangle
C -D 0.57 2154 C 0.03 0.54
3- 6- 0 tall by
D -L 0.74 2228 C 0.05 0.69
2-0-0 0 wide
L -E 0.68 0 T 0.00 0.68
will fit between the H.C.
--------Bottom Chords---------
and any other member.
Design checked for 10 psf non -
concurrent LL on BC.
No wind exposure on right end.
Wind Loads - ANSI / ASCE 7-05
Truss is designed as a Main
Wind -Force Resistance System.
Wind Speed: 90 mph
Mean Roof Height: 25-0
Exposure Category: B
Occupancy Factor : 1.00
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 2228 Lba
Max tens. force 2233 Lbs
Connector Plate Fabrication
Tolerance = 20$
This truss is designed for a
creep factor of 1.5 which
is used to calculate total
load deflection.
\\0\11II I IIIII/t/01
M1..� � �\vCj\STEq���f�i'`�.
i
No.19300529 '
Online PlusTM 0 Copyright MTekV 19962012 Version 30.0.009 Engineering - Portrait 6/72012 5:05:31 PM Page 1 June 8,20 12
_ Job
Mark
Quan
Type Span
P1 -H1
Left OH
Right OH
Engineering
IGA172 LANGDONN
RII
1
SP 350808
8
10- 8
0
T4419167
Langdon
HO 7-12
HO 7-7-10
r
M o
N
o
0
0 0
TC �' 1 8-1-3
1 15-4-2
0
1 1 21-11-15
1
28-8-8
1
35-8-8
5x5=
5x5=
B
C
3x5%
5x6'
3x5=
4x5 =
S1
D
L
E
3x5
8 �K
11-1-15
10-8-6
3x4%
V====A
M
4x6 11
A
F
J S2
I
H
111
S3
G
➢ 2x4 II
W :308
2x4 113x5 =
4x7 =
4x9 =
3x5 =
5x5 =
HGR
R:1751
R:1832
U: 95
U: 132
BC B-1-3
1 15-2-
21-10-3
8-8-
35-8-8
ra
a5 -a -a
ALL PLATES ARE MT2020
Scale: 0.167" = 1'
Online Plus -- Version 30.0.009
RUN DATE: 07 -JUN -12
Southern Pine lumber design
valuesare those effective
06-01-32 by SPIB//ALSC UON
CSI -Size- ----Lumber----
TC 0.93 2x 4 SP -412
-- 0.83 2x 4 SP -#1
SI -B D -E
BC 0:96 2x 4 SP -#2
-- 0.78 2x 4 SP -#1
A -S2
WE 0.89 2x 4 SP -113
SL 0.30 2x 4 SP -#3
PB --- 2x 8 SP -#2
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 35- 8- 8
or 24.0" 0- 0- 0 35- 8- 8
BC Cont. 0-0- 0 35- 8- 8
or 120.0" 0- 0- 0 35- 8- 8
One Continuous Lateral Brace
K -I I -C H -D G -L
F -E
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.OT1
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 1752 95 U 211 R
F 1832 132 U 137 R
Jt Erg Size Required
A 3.511 2.1"
F 3.511 2.211
Plus 6 Wind Load Case(s)
Plus 8 Unbalanced Load Cases
Plus 1 UBC 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 -M 0.86 1497 C 0.03 0.83
MiTek® Online Plus- APPROX
M -K 0.93 2317 C 0.10 0.83
K -S1 0.73 1851 C 0.06 0.67
S1 -B 0.59 1734 C 0.06 0.53
H -C 0.68 1452 C 0.02 0.66
C -D 0.89 2349 C 0.11 0.78
D -L 0.83 1941 C 0.01 0.02
L -E 0.83 1380 C 0.01 0.82
--------Bottom Chords---------
* -J 0.78 1923 T 0.27 0.51
J -S2 0.43 1923 T 0.27 0.16
S2 -I 0.96 1923 T 0.44 0.52
I -H 0.85 1430 T 0.33 0.52
H -S3 0.66 1380 T 0.31 0.35
S3 -G 0.85 1380 T 0.31 0.54
G -F 0.54 136 T 0.00 0.54
-------------Webs-------------
J -K 0.12 283 T
K -I 0.31 613 C 1 Br
I -B 0.23 537 T
I -C 0.08 182 T 1 Br
C -H 0.59 1338 T
H -D 0.63 1571 C 1 Br
H -L 0.40 911 T
G -L 0.45 1181 C 1 Br
G -E 0.89 2023 T
F -E 0.65 1694 C 1 Br
-----------Sliders------------
A -M 0.30 1107 C
TL De£1 -0.45" in I -H L/936
LL De£1 -0.23" in I -H L/999
Shear // Grain in D -L 0.53
Plates for each ply each face.
Plate - MT20 20 Ga, Gross Area
Plate - MT211 20 Ga, Gross Area
Jt Type Plt Size X Y JSI
A MT20 4.Ox 6.0 2.0 0.7 0.90
M MT20 3.Ox 4.0 Ctr Ctr 0.43
K MT20 3.Ox 5.0 Ctr Ctr 0.37
S1 MT20 3.Ox 5.0 Ctr Ctr 0.41
B MT20 5.Ox 5.0 Ctr-0.4 0.46
C MT20 5.Ox 5.0 Ctr-0.4 0.74
D MT20 5.Ox 6.0-1.4-2.1 0.73
L MT20 3.Ox 5.0 Ctr Ctr 0.61
E MT20 4.Ox 5.0-0.3-0.4 0.93
J MT20 2.Ox 4.0 Ctr Ctr 0.34
S2 MT20 3.Ox 5.0 Ctr Ctr 0.64
I MT20 4.Ox 7.0 Ctr Ctr 0.36
H MT20 4.Ox 9.0-1.0 Ctr 0.82
S3 MT20 3.Ox 5.0 Ctr Ctr 0.55
G MT20 5.Ox 5.0 Ctr Ctr 0.91
F MT20 2.Ox 4.0 Ctr Ctr 0.47
REVIEWED BY:
MiTek Industries, Inc.
6904 Parke East Blvd.
TRUSS WEIGHT: 311.7 LBS
Tampa, FL 33610
REFER TO ONLINE PLUS GENERAL
NOTES AND SYMBOLS SHEET FOR,
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by:
U.S. Housing
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 H.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.
Wind Loads - ANSI / ASCE 7-05
Truss is designed as a Main
Wind -Force Resistance System.
Wind Speed: 90 mph
Mean Roof Height: 25-0
Exposure Category: B
Occupancy Factor : 1.00
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 2349 Lbs
Max tens. force 2023 Lbs
Connector Plate Fabrication
Tolerance = 203
This truss is designed for a
creep factor of 1.5 which
is used to calculate total
load deflection.
ONS X -14
- No. 19300529
b STAT `6
V �\
- / /0N A' IES00�i
Online Plus'" 0 Copyright M7eW 1996-2012 Version 30.0.009 Engineering - Portrait 6172012 5:05:33 PM Page 1 June 8,20 12
Online Plus -- Version 30.0.009
RUN DATE: 07 -JUN -12
Southern Pine lumber design
values are those effective
06-01-12 by SPIB//ALSC UON
CSI -Size- ----Lumber----
TC 0.91 2x 4 SP -1!2
-- 0.86 2x 4 SP-2100f-1.BE
B -C
BC 0.77 2x 4 SP -11
WB 0.93 2x 4 SP -43
SL 0.24 2x 4 SP -!3
PH --- 2x 8 SP -42
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 35- 8- 8
or 24.0" 0- 0- 0 35- 8- 8
BC Cont. 0- 0- 0 35- 8- 8
or 120.0" 0- 0- 0 35- 8- 8
One Continuous Lateral Brace
D -L
Attach CLB with (2)-10d nails
at each web.
psf-Ld Dead Live
TC 10.0 20.0
13C10.0 0.0
TC+BC 20.0 20.0
Total 40.0 Spacing 24.0--
Lumber
4.0"Lumber Duration Factor 1.15
Plate Duration Factor 1.15
TC Fb=115 Fc=110 Ft=110
BC Fb=1..10 Fc=1..10 Ft=1..10
Total Load Reactions (Lbs)
it Down Uplift. Horiz-
A 1614 107 U 141 R
F 1662 120 U 100 R
it Brg Size Required
A 3.5" 1.9"
F 3.5" 2.0"
Plus 6 Wind Load Case(s)
Plus 8 Unbalanced Load Cases
Plus 1 UBC LL Load Case(s)
Plus 1 HC LL Load Case(s)
Plus 1 DL Load Case(s)
Membr CSI P Lbs Axl-CSI-Bnd
---------- TopChords----------
- -0 0.69 1427 C 0.03 0.66
O -I 0.75 2143 C 0.09 0.66
I -B 0.91 1873 C 0.05 0.86
B -C 0.86 1694 C 0.03 0.83
C -D 0.85 2028 C 0.09 0.76
D -N 0.81 1505 C 0.04 0.77
N -E 0.81 1505 C 0.04 0.77
--------Bottom Chords ---------
A -S1 0.76 1769 T 0.24 0.52
SI -H 0.59 1769 T 0.25 0.34
H -K 0.67 1569 T 0.22 0.45
MiTek® Online Plus- APPROX
K -S2 0.77 2251 T
S2 -L 065 2251 T
L -F 0..34 99 T
------------- Webs --
I -H 0.36 303 C
H -B 0.21 485 T
B -K 0.11 242 T
K -C 031 719 T
K -D 0..85 794 C
D -L 0.41 1128 C
L -N 0.31 547 C
L -E 0.93 2109 T
F -E 0.93 1642 C
----------- Sliders -
A -0 0.24 905 C
TRUSS WEIGHT: 269.7 LBS
0.32 0.45
032 033
0..00 0..34
1 Br
TL Defl -0.69^ in A -H L/614
LL Defl -0.33" in A -H L/999
Shear // Grain in B -C 0.42
Plates for each ply each face.
Plate - MT20 20 Ga, Gross Area
Plate - MT2H 20 Ga, Gross Area
it Type Plt Size X Y JSI
A MT20 3.Ox 8.0 1.9 0.5 0.93
O MT20 3.Ox 4.0 Ctr Ctr 0.35
I MT20 2.Ox 4.0 Ctr Ctr 0.31
B MT20 5.Ox 5.0 Ctr-0.4 0.46
C MT20 50x 50 Ctr-0.4 0.46
D MT20 5..Ox 8..0-1.4-2.1 0.73
N MT20 2.Ox 4.0 Ctr Ctr 0.34
E MT20 4.Ox 5.0-0.4-0.3 0.95
S1 MT20 3.Ox 5.0 Ctr Ctr 0.61
H MT20 3.Ox 5.0 Ctr Ctr 0.37
K MT20 4.Ox 7.0 Ctr Ctr 0.45
S2 MT20 4.Ox 5.0 Ctr 0.2 0.96
L MT20 5.Ox 8.0 0.5 Ctr 0.93
F MT20 2.0
x 4.O.Ctr Ctr 0.46
REVIEWED BY:
MiTek Industries, 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
Analysis Conforms To:
IBC/IRC2006
TPI 2002
ON Loading
Soffit psf 2.0
This truss has been designed
for 20.0 psf LL on the B.C.
in are
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.
Wind Loads - ANSI / ASCE 7-05
Truss is designed as a Main
Wind -Force Resistance System.
Wind Speed: 90 mph
Mean Roof Height: 25-0
Exposure Category: B
Occupancy Factor : 1.00
Building Type: Enclosed
Zone location: Exterior
TC Dead Load6.06.0 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 2143 Lbs
Max tens. force 2251 Lbs
Connector Plate Fabrication
Tolerance - 208
This truss is designed for a
creep factor of 1.5 which
is used to calculate total
load deflection.
\\%%j1(U) n n r/jt///�
,,\'�p S A. q4
\ `�'�.-" \ST"'
�.
N0.19300529
S, TAT 't
Online Plus"' 0 Copyright MRek4D 1996-2012 Version 30.0.009 Engineering- Portrait 6!72012 5:05:35 PM Page 1 June 8,20 1 2
JobMark
Quan Type Span P1 -H1
Left OH
Right OH
Engineering
IGA172 LANGDONN
R12
1 SP 350808 a
10- 8
0
T4419168
Langdon
HO 7-12
r
HO 5-3-10
TC
o
0 0
0
0 0
P 6-2-1 1
12-4-2
1 20-5-2 1 25-5-15
1 30-5-8
1
35-8-8
5x5 = 5x5 =
B C
5x8
2x9 11
9x=
5TTg
2x4 -
D
N
E
I
9-1-15
8-8-6
3x4
O
3x8 II
F
ELI
S1
H K
S2
L
p 2x411
W:308
3x5 = 3x5 = 4x7 -
4x5=
5x8=
HGR
8:1613
8:1661
U: 107
U: 119
3a -a -a
ALL PLATES ARE MT2020
Scale: 0.172" = 1'
Online Plus -- Version 30.0.009
RUN DATE: 07 -JUN -12
Southern Pine lumber design
values are those effective
06-01-12 by SPIB//ALSC UON
CSI -Size- ----Lumber----
TC 0.91 2x 4 SP -1!2
-- 0.86 2x 4 SP-2100f-1.BE
B -C
BC 0.77 2x 4 SP -11
WB 0.93 2x 4 SP -43
SL 0.24 2x 4 SP -!3
PH --- 2x 8 SP -42
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 35- 8- 8
or 24.0" 0- 0- 0 35- 8- 8
BC Cont. 0- 0- 0 35- 8- 8
or 120.0" 0- 0- 0 35- 8- 8
One Continuous Lateral Brace
D -L
Attach CLB with (2)-10d nails
at each web.
psf-Ld Dead Live
TC 10.0 20.0
13C10.0 0.0
TC+BC 20.0 20.0
Total 40.0 Spacing 24.0--
Lumber
4.0"Lumber Duration Factor 1.15
Plate Duration Factor 1.15
TC Fb=115 Fc=110 Ft=110
BC Fb=1..10 Fc=1..10 Ft=1..10
Total Load Reactions (Lbs)
it Down Uplift. Horiz-
A 1614 107 U 141 R
F 1662 120 U 100 R
it Brg Size Required
A 3.5" 1.9"
F 3.5" 2.0"
Plus 6 Wind Load Case(s)
Plus 8 Unbalanced Load Cases
Plus 1 UBC LL Load Case(s)
Plus 1 HC LL Load Case(s)
Plus 1 DL Load Case(s)
Membr CSI P Lbs Axl-CSI-Bnd
---------- TopChords----------
- -0 0.69 1427 C 0.03 0.66
O -I 0.75 2143 C 0.09 0.66
I -B 0.91 1873 C 0.05 0.86
B -C 0.86 1694 C 0.03 0.83
C -D 0.85 2028 C 0.09 0.76
D -N 0.81 1505 C 0.04 0.77
N -E 0.81 1505 C 0.04 0.77
--------Bottom Chords ---------
A -S1 0.76 1769 T 0.24 0.52
SI -H 0.59 1769 T 0.25 0.34
H -K 0.67 1569 T 0.22 0.45
MiTek® Online Plus- APPROX
K -S2 0.77 2251 T
S2 -L 065 2251 T
L -F 0..34 99 T
------------- Webs --
I -H 0.36 303 C
H -B 0.21 485 T
B -K 0.11 242 T
K -C 031 719 T
K -D 0..85 794 C
D -L 0.41 1128 C
L -N 0.31 547 C
L -E 0.93 2109 T
F -E 0.93 1642 C
----------- Sliders -
A -0 0.24 905 C
TRUSS WEIGHT: 269.7 LBS
0.32 0.45
032 033
0..00 0..34
1 Br
TL Defl -0.69^ in A -H L/614
LL Defl -0.33" in A -H L/999
Shear // Grain in B -C 0.42
Plates for each ply each face.
Plate - MT20 20 Ga, Gross Area
Plate - MT2H 20 Ga, Gross Area
it Type Plt Size X Y JSI
A MT20 3.Ox 8.0 1.9 0.5 0.93
O MT20 3.Ox 4.0 Ctr Ctr 0.35
I MT20 2.Ox 4.0 Ctr Ctr 0.31
B MT20 5.Ox 5.0 Ctr-0.4 0.46
C MT20 50x 50 Ctr-0.4 0.46
D MT20 5..Ox 8..0-1.4-2.1 0.73
N MT20 2.Ox 4.0 Ctr Ctr 0.34
E MT20 4.Ox 5.0-0.4-0.3 0.95
S1 MT20 3.Ox 5.0 Ctr Ctr 0.61
H MT20 3.Ox 5.0 Ctr Ctr 0.37
K MT20 4.Ox 7.0 Ctr Ctr 0.45
S2 MT20 4.Ox 5.0 Ctr 0.2 0.96
L MT20 5.Ox 8.0 0.5 Ctr 0.93
F MT20 2.0
x 4.O.Ctr Ctr 0.46
REVIEWED BY:
MiTek Industries, 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
Analysis Conforms To:
IBC/IRC2006
TPI 2002
ON Loading
Soffit psf 2.0
This truss has been designed
for 20.0 psf LL on the B.C.
in are
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.
Wind Loads - ANSI / ASCE 7-05
Truss is designed as a Main
Wind -Force Resistance System.
Wind Speed: 90 mph
Mean Roof Height: 25-0
Exposure Category: B
Occupancy Factor : 1.00
Building Type: Enclosed
Zone location: Exterior
TC Dead Load6.06.0 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 2143 Lbs
Max tens. force 2251 Lbs
Connector Plate Fabrication
Tolerance - 208
This truss is designed for a
creep factor of 1.5 which
is used to calculate total
load deflection.
\\%%j1(U) n n r/jt///�
,,\'�p S A. q4
\ `�'�.-" \ST"'
�.
N0.19300529
S, TAT 't
Online Plus"' 0 Copyright MRek4D 1996-2012 Version 30.0.009 Engineering- Portrait 6!72012 5:05:35 PM Page 1 June 8,20 1 2
Online Plus -- Version 30.0.009
RUN DATE: 07 -JUN -12
Southern Pine lumber design
Values are those effective
06-01-12 by SPIB//ALSC DON
CSI -Size- ----Lumber----
TC 0.96 2x 4 SP -2850f -2.3E
-- 0.96 2x 4 SP-2100f-1.BE
C -D
BC 0.96 2x 4 SP-2100£-1.SE
-- 0.96 2x 4 SP -2850f -2.3E
S1-S2
WB 0.91 2x 4 SP -N1
-- 0.59 2x 4 SP -A2
I -H H -B B -N N -O
N -C G -C G -D M -D
Q -R F -E
SL 0.35 2x 4 SP -N2
PB --- 2x 8 SP -N2
-- --- 2x 4 SP -03
S2 -S2
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 35- 8- 8
BC Cont. 0- 0- 0 35- 8- 8
or 120.0" 0- 0- 0 35- 8- 8
One Continuous Lateral Brace
G -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 2867 212 U 83 R
F 3082. 224 U 80 R
Jt Brg Size Required
A 3.5" 2.41 -
*
.4"F 3.5" 2.6"
LC4 1 BCLS 6 Snow Load
Dur Fctrs - Lbr 1.15 Plt 1.15
plf - Dead Live' From To
TC V 20 40 0.0' 35.7'
BC V 20 0 0.0' 35.7'
BC V 39 39 9.3' 29.4'
MiTek® Online Plus- APPROX
BC V 0 40 9.3' 12.1'
BC V 0 40 20.7' 23.4'
BC V 305 305 9.2' CL -LB
BC V 275 275 29.4' CL -LB
Plus 6 Wind Load Case(s)
Plus 8 Unbalanced Load Cases
Plus 1 UBC LL Load Case(s)
Plus 1 DL Load Case(s)
Membr CSI P Lbs Axl-CSI-Bnd
----------Top Chords ----------
* -S 0.88 2279 C 0.02 0.86
S -I 0.96 4217 C 0.10 0.86
I -B 0.51 4136 C 0.12 0.39
B -0 0.71 4640 C 0.12 0.59
O -C 0.77 4640 C 0.19 0.58
C -D '0.96 4910 C 0.27 0.69
D -R 0.82 3739 C 0.07 0.75
R -E 0.37 3739 C 0.07 0.30
--------Bottom Chords ---------
A -H 0.85 3382 T 0.35 0.50
H -S1 0.62 3484 T 0.36 0.26
S1 -N 0.92 3484 T 0.25 0.67
N -G 0.96 4045 T 0.29 0.67
G -S2 0.87 6487 T 0.46 0.41
S2 -M 0.87 6487 T 0.68 0.19
M -Q 0.96 6484 T 0.68 0.28
Q -F 0.07 80 T 0.00 0.07
-------------Webs-------------
I -H 0.06 263 T
H -B 0.26 1036 T
B -N 0.39 1541 T
N -O 0.51 707 C
N -C 0.20 793 T
G -C 0.49 1946 T
G -D 0.59 2720 C 1 Br
M -D 0.19 867 T
D -Q 0.91 3583 C
Q -R 0.11 625 C
Q -E 0.75 4783 T
F -E 0.57 3055 C
-----------Sliders------------
A -S 0.35 2243 C
TL Defl -0.83" in H -N L/510
LL Defl -0.40" in H -N L/999
Shear // Grain in S -S 0.89
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 S.Ox 8.0 2.9 0.5 0.91
S MT20 3.Ox 4.0 Ctr Ctr 0.89
I MT20 2.Ox 4.0 Ctr Ctr 0.28
B MT20 5Ox 6.0 Ctr-0.4 086
O MT20 2..Ox 4.0 Ctr Ctr 0..34
TRUSS WEIGHT: 268.4 LBS
C MT20 S.Ox 6.0 Ctr-0.4 0.96
D MT20 5.0x12.0-1.4-2.1 0.76
R MT20 2.Ox 4.0 Ctr Ctr 0.34
E MT20 5.Ox 8.0-1.3-0.6 0.89
H MT20 S.Ox 5.0 Ctr-0.4 0.56
S1 MT20 4.Ox 5.0 Ctr 0.2 0.90
N MT20 4.Ox 9.0-0.5-0.7 0.92
G MT20 4.Ox 7.0 Ctr Ctr 0.85
S2 MT2H 6.0x12.0 Ctr 1.2 0.90
M MT20 2.Ox 4.0 Ctr-0.6 0.61
Q MT20 7.0x12.0 Ctr Ctr 0.94
F MT20 2.Ox 4.0 Ctr Ctr 0.85
REVIEWED BY:
MiTek Industries, 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
Analysis Conforms To:
IHC/IRC2006
TPI 2002
ON 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.
Wind Loads - ANSI / ASCE 7-05
Truss is designed as a Main
Wind -Force Resistance System.
Wind Speed: 90 mph
Mean Roof Height: 25-0
Exposure Category: B
Occupancy Factor : 1.00
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 4910 Lbs
Max tens. force 6487 Lbs _
Connector Plate Fabrication
Tolerance = 203
This truss is designed for a
creep factor of 1.5 which
is used to calculate total
load deflection.
\\`1�\5111111111!////J/
�opS A, , 4
r
No. 19300529
JSTA- `
SAA
>s/ONAl.V3��`��
////llllII11111�\1
Online Plus"' 0 Copyright MTek4D 1996-2012 Version 30.0.009 Engineering - Portrait 6!72012 5:05:37 PM Pagel June 8,20 12
Job
Mark
Quan
Type Span
P1 -H1 Left OH
Right OH
Engineering
IGA172 LANGDONN
R13
1
SP 350808
8 10- e
0
T4419169
Langdon
HO 7-12
r
HO 2-11-10
TC
m o
0 0
0
�0 1 4-8-1 1 9-4-2
1 16-4-10
1 23-5-2
1 28-11-15
1 32-2-8 1 35-8-8 1
5x6 =
2x4 11
5x6 =
B
0
C
TT
e
�4
<,
I
5x12 �� 2x4 11 5x8 =
7-1-15
D R E
--
6-8-6
5x8
Z
A
T
F
Sl
N
G
M Q p 2x4 I I
W:308
4x5:7-
4x9 -
4x7 = SZ
2x411 - 7x12 = HGIR
R:2867
20G-MT2H-6x12 - R:3082
U: 211
U: 224
H
5x5 =
a
35 -o -o
EXCEPT AS SHOWN ALL PLATES ARE MT2020
Scale: 0.172" = 1'
Online Plus -- Version 30.0.009
RUN DATE: 07 -JUN -12
Southern Pine lumber design
Values are those effective
06-01-12 by SPIB//ALSC DON
CSI -Size- ----Lumber----
TC 0.96 2x 4 SP -2850f -2.3E
-- 0.96 2x 4 SP-2100f-1.BE
C -D
BC 0.96 2x 4 SP-2100£-1.SE
-- 0.96 2x 4 SP -2850f -2.3E
S1-S2
WB 0.91 2x 4 SP -N1
-- 0.59 2x 4 SP -A2
I -H H -B B -N N -O
N -C G -C G -D M -D
Q -R F -E
SL 0.35 2x 4 SP -N2
PB --- 2x 8 SP -N2
-- --- 2x 4 SP -03
S2 -S2
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 35- 8- 8
BC Cont. 0- 0- 0 35- 8- 8
or 120.0" 0- 0- 0 35- 8- 8
One Continuous Lateral Brace
G -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 2867 212 U 83 R
F 3082. 224 U 80 R
Jt Brg Size Required
A 3.5" 2.41 -
*
.4"F 3.5" 2.6"
LC4 1 BCLS 6 Snow Load
Dur Fctrs - Lbr 1.15 Plt 1.15
plf - Dead Live' From To
TC V 20 40 0.0' 35.7'
BC V 20 0 0.0' 35.7'
BC V 39 39 9.3' 29.4'
MiTek® Online Plus- APPROX
BC V 0 40 9.3' 12.1'
BC V 0 40 20.7' 23.4'
BC V 305 305 9.2' CL -LB
BC V 275 275 29.4' CL -LB
Plus 6 Wind Load Case(s)
Plus 8 Unbalanced Load Cases
Plus 1 UBC LL Load Case(s)
Plus 1 DL Load Case(s)
Membr CSI P Lbs Axl-CSI-Bnd
----------Top Chords ----------
* -S 0.88 2279 C 0.02 0.86
S -I 0.96 4217 C 0.10 0.86
I -B 0.51 4136 C 0.12 0.39
B -0 0.71 4640 C 0.12 0.59
O -C 0.77 4640 C 0.19 0.58
C -D '0.96 4910 C 0.27 0.69
D -R 0.82 3739 C 0.07 0.75
R -E 0.37 3739 C 0.07 0.30
--------Bottom Chords ---------
A -H 0.85 3382 T 0.35 0.50
H -S1 0.62 3484 T 0.36 0.26
S1 -N 0.92 3484 T 0.25 0.67
N -G 0.96 4045 T 0.29 0.67
G -S2 0.87 6487 T 0.46 0.41
S2 -M 0.87 6487 T 0.68 0.19
M -Q 0.96 6484 T 0.68 0.28
Q -F 0.07 80 T 0.00 0.07
-------------Webs-------------
I -H 0.06 263 T
H -B 0.26 1036 T
B -N 0.39 1541 T
N -O 0.51 707 C
N -C 0.20 793 T
G -C 0.49 1946 T
G -D 0.59 2720 C 1 Br
M -D 0.19 867 T
D -Q 0.91 3583 C
Q -R 0.11 625 C
Q -E 0.75 4783 T
F -E 0.57 3055 C
-----------Sliders------------
A -S 0.35 2243 C
TL Defl -0.83" in H -N L/510
LL Defl -0.40" in H -N L/999
Shear // Grain in S -S 0.89
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 S.Ox 8.0 2.9 0.5 0.91
S MT20 3.Ox 4.0 Ctr Ctr 0.89
I MT20 2.Ox 4.0 Ctr Ctr 0.28
B MT20 5Ox 6.0 Ctr-0.4 086
O MT20 2..Ox 4.0 Ctr Ctr 0..34
TRUSS WEIGHT: 268.4 LBS
C MT20 S.Ox 6.0 Ctr-0.4 0.96
D MT20 5.0x12.0-1.4-2.1 0.76
R MT20 2.Ox 4.0 Ctr Ctr 0.34
E MT20 5.Ox 8.0-1.3-0.6 0.89
H MT20 S.Ox 5.0 Ctr-0.4 0.56
S1 MT20 4.Ox 5.0 Ctr 0.2 0.90
N MT20 4.Ox 9.0-0.5-0.7 0.92
G MT20 4.Ox 7.0 Ctr Ctr 0.85
S2 MT2H 6.0x12.0 Ctr 1.2 0.90
M MT20 2.Ox 4.0 Ctr-0.6 0.61
Q MT20 7.0x12.0 Ctr Ctr 0.94
F MT20 2.Ox 4.0 Ctr Ctr 0.85
REVIEWED BY:
MiTek Industries, 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
Analysis Conforms To:
IHC/IRC2006
TPI 2002
ON 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.
Wind Loads - ANSI / ASCE 7-05
Truss is designed as a Main
Wind -Force Resistance System.
Wind Speed: 90 mph
Mean Roof Height: 25-0
Exposure Category: B
Occupancy Factor : 1.00
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 4910 Lbs
Max tens. force 6487 Lbs _
Connector Plate Fabrication
Tolerance = 203
This truss is designed for a
creep factor of 1.5 which
is used to calculate total
load deflection.
\\`1�\5111111111!////J/
�opS A, , 4
r
No. 19300529
JSTA- `
SAA
>s/ONAl.V3��`��
////llllII11111�\1
Online Plus"' 0 Copyright MTek4D 1996-2012 Version 30.0.009 Engineering - Portrait 6!72012 5:05:37 PM Pagel June 8,20 12
Job
Mark
Quan Type Span
PI -Hl
Left OH
Right OH=T441
g
IGA172 LANGDONN
RIS
1*2P SP 241100
14
0
10- s
Langdon
HO 1-1-12
HO 1-6-0
in o
.--1 0
TCj 3-4-2
1 7-7-5
1 12-7-5 1 17-7-5
1 21-10-8
0
0
114
Nm
.-1 0
IN r
5x5 3x4 =
5x5
B I
C
14
3x4 /j
V_
3x4
\\
10-0-5
H
L
3x4 \\
4x8 I
O
A
9x12 II
N
D
G
F S1
E
K
(**) W:308
2x4 II
6x10 11 10x10 -
6x10 11
2x4 II
W:308 ('*)
R:8896
R:8953
U: 680
U: 690
BC :1-4-Z
7-9-1
17-5-9
21-10-8
4-
-
2n-1 n -n
ALL PLATES ARE MT2020
Scale: 0.181" = 1'
MiTek® Online Plus- APPROX. TRUSS WEIGHT: 297.3 LBS
Online Plus -- Version 30.0.009 A -H 0.45 8192 C 0.15 0.30 NOTES:
RUN DATE: 07 -JUN -12 H -B 0.58 7982 C 0.16 0.42 Trusses Manufactured by:
***********•*** B -I 0.38 5270 C 0.18 0.20 U.S. Housing
* 2 -Ply Truss * I -C 0.36 5163 C 0.17 0.19 Analysis Conforms To:
+++++++++++++++ C -L 0.53 7801 C 0.13 0.40 IBC/IRC2006
L -O 0.55 7499 C 0.10 0.45 TPI 2002
Southern Pine lumber design O -N 0-52 6389 C 0.07 0.45 Girder Common
values are those effective --------Bottom Chords--------- Loading BC
06-01-12 by SPIB//ALSC DON A -G 0.79 5245 T 0.22 0.57 Span 33- 8- 8
CSI -Size- ----Lumber---- G -F 0.92 5245 T 0.22 0.70 2 COMPLETE TRUSSES REQUIRED.
TC 0.58 2x 4 SP -A1 F -S1 0.92 5297 T 0.22 0.70 Fasten together in staggered
-- 0.36 2x 4 SP -1
2 S1 -E 0.95 5297 T 0.22 0.73 pattern. (1/2" bolts -OR-
B -C E -K 0.91 4714 T 0.20 0.71 SDS3 screws -OR- 10d nails
BC 0-95 2x10 SP -111 K -N 0.91 4714 T 0.20 0.71 as each layer is applied.)
WB 0.72 2x 4 SP -112 -------------Webs------------- ----Spacing (In) ----
SL 0.04 2x 6 SP -112 G -H 0.01 119 T Rows Nails Screws Bolts
WG --- 2x 4 SP43 H -F 0.01 136 T TC 1 12 24 0
_ F -B 0.72 5722 T BC 3 12 24 0
Brace truss as follows: F -I 0.02 139 T WB 1 8 8
O.C. From To I -E 0.12 294 C ON Loading
TC Cont.. 0- 0= 0 24-11- 0 E -C 0.71 5574 T Soffit psf 2.0
or 48.0" 0- 0- 0 24-11- 0 E -L 0.08 656 T Design checked for 10 psf non -
BC Cont. 0- 0- 0 24-11- 0 K -L 0.06 658 C concurrent LL on BC.
or 120.0" 0- 0- 0 24-11- 0 -----------Sliders------------ Use properly rated hangers for
O -N 0.04 1309 C loads Framing into girder
psf-Ld Dead Live truss.
TC 10.0 20.0 TL Defl -0.43" in F -E L/677 Wind Loads - ANSI / ASCE 7-05
BC 10.0 0.0 LL Defl -0.17" in F -E L/999 Truss is designed as a Main
TC+BC 20.0 20.0 Shear // Grain in F -S1 0.85 Wind -Force Resistance System.
Total 40.0 Spacing 24.0" Wind Speed: 90 mph
Lumber Duration Factor 1.15 Plates for each ply each face. Mean Roof Height: 25-0
Plate Duration Factor 1.15 Plate - MT20 20 Ga, Gross Area Exposure Category: B
TC Eb=1.00 Fc=1.00 Ft=1.00 Plate - MT2H 20 Ga, Gross Area Occupancy Factor : 1.00
BC Fb=1.00 Fc=1.00 Ft=1.00 Jt Type Plt Size X Y JSI Building Type: Enclosed
A MT20 4.Ox 8.0 1.6 0.9 0.87 Zone location: Exterior
Total Load Reactions (Lbs) H MT20 3.Ox 4.0 Ctr Ctr 0.32 TC Dead Load 6.0 psf
Jt Down Uplift Horiz- B MT20 5.Ox 5.0 0.5-4.6 0.95 BC Dead Load 6.0 psf
A 8897 681 U 171 R I MT20 3.Ox 4.0 Ctr Ctr 0.19 Roof Snow Load per ASCE 7-05
D 8954 690 U 172 R C MT20 5.0x5.0-0.5-4.6 0.92 Ground Snow Load = 20.0 psf
L MT20 3.Ox 4.0 Ctr Ctr 0.40 Rain Load = 0.0 psf ``�\illy
Jt Brg Size Required O MT20 3.Ox 4.0 0.4-0.5 0.26 Importance Factor 1.00 •A ; \\ aA'7CA'
A 3.5 5.2 ** N MT20 4.0x12.0-2.0 1.0 0.93 Thermal Factor 1.00 �`��
D 3.5" 5.3" ** G MT20 2.Ox 4.0 Ctr Ctr 0.17 Exposure Factor 1.20 Ai '' ! �`rjT�h��
F MT20 6.0x10.0 Ctr-2.7 0.78 Balanced Load Factor 0.43 V '7
LCA 1 Girder S Snow Load S1 MT20 10.0x10.0 Ctr 0.4 0.73 Unbal snow loads checked
Dur Fctrs - Lbr 1.15 Plt 1.15 E MT20 6.0x10.0 Ctr-2.7 0.77 Par -to -ridge not req'd NO. 1930052 9 e
plf - Dead Live* From To K MT20 2.Ox 4.0 Ctr Ctr 0-17 Piggyback Cap: Peak -- -�
TC V 20 40 0.0' 24.9' Max comp. force 8192 Lbs
BC V 337 317 0.0' 24.9' REVIEWED BY: Max tens. force 5722 Lbs �` S
MiTek Industries, Inc. Connector Plate Fabrication '_ST'
Plus 6 Wind Load Case(s) 6904 Parke East Blvd. Tolerance = 20%
Plus 2 Unbalanced Load Cases Tampa, FL 33610 This truss is designed for a
Plus 1 UBC LL Load Case(s) creep factor of 1.5 which
Plus 1 DL Load Case(s) NOTES ES AND ONLINE
IDOLS US GENERALET FOR is used
deflec
calculate total
Membr CSI P Lbs Axl-CSI-Bnd ADDITIONAL SPECIFICATIONS.
----------Top Chords ----------
Online Plusm 0 Copyright MiTeW 1996-2012 Version 30.0.009 Engineering - Portrait 6!/20125:05:37 PM Pagel June 8,2012
Job Mark Quart Type Span P1 -H1 Left OH Right OH Engineering
IGA172 LANGDONN R16 2 TR 180900 8 10- 8 10- 8 T4419171
Langdon
HO 7-12 HO 7-12
0
r- o
co o M co
0 0 0 0
TC�*i 1 4-8-4 1 9-4-8 1 14-0-12 1 17-8-8 1 ��
4x4 -
B
8
1x4 ii
E F
7-2-3
6-10-12
3x4 i, 3x9
3x5 II G H 3x5 II
A C
S1 D
3x4 - 3x6-
W:-308 W:308
R: 806 R: 805
U: 66 U: 66
BC 9-4-8 18-9-0
IC -O -n
ALL PLATES ARE MT2020
Scale: 0.247" = V
MiTek® OnlinePlus- APPROX. TRUSS WEIGHT: 121.2 LBS
Online Plus -- Version 30.0.009
D -C 0.74 740 T 0.09 0.65
Wind -Force Resistance System.
RUN DATE: 07 -JUN -12
-------------Webs-------------
Wind Speed: 90 mph
E -D 0.17 230 C
Mean Roof Height: 25-0
Southern Pine lumber design
D -B 0.19 495 T
Exposure Category: B
values are thole effective
D -F 0.17 230 C
Occupancy Factor : 1.00
06-01-12 by SP B/UON
-----------Sliders------------
Building Type: Enclosed
CSI -Size-----Lumber----
A -G 0.08 320 C
Zone location: Exterior
TC 0.26 2x 4 SP -#2
H -C 0.08 320 C
TC Dead Load 6.0 psf
BC 0.74 2x 4 SP42
BC Dead Load 6.0 psf
WB 0.19 2x 4 SP -#3
TL Defl -0.22" in A -D L/993
Roof Snow Load per ASCE 7-05
SL 0.08 2x 4 SP -#3
LL Defl -0.10" in A -D L/999
Ground Snow Load = 20.0 psf
PB --- 2x 8 SP42
Shear // Grain in S1 -D 0.20
Rain Load = 0.0 psf
Importance Factor 1.00
Brace truss as follows:
Plates for each ply each face.
Thermal Factor 1.00
O.C. From To
Plate - MT20 20 Ga, Gross Area
Exposure Factor 1.20
TC Cont. 0- 0- 0 18- 9- 0
Plate - MT2H 20 Ga, Gross Area
Balanced Load Factor 0.76
or 48.0" 0- 0- 0 18- 9- 0
it Type Plt Size X Y JSI
Unbal snow loads checked
BC Cont. 0- 0- 0 18- 9- 0
A MT20 3.Ox 5.0 1.5 0.5 0:68
Par -to -ridge not req'd
or 120.0" 0- 0- 0 18- 9- 0
G MT20 3.Ox 4.0 Ctr Ctr 0.16
Max comp. force 883 Lbs
E MT20 1.0x 4.0 Ctr Ctr 0.61
Martens. force 740 Lbs
psf-Ld Dead Live
B MT20 4.Ox 4.0 Ctr Ctr 0.42
Connector Plate Fabrication
TC 10.0 20.0
F MT20 1.0x 4.0 Ctr Ctr 0.61
Tolerance = 20%
BC 10.0 0.0
H MT20 3.Ox 4.0 Ctr Ctr 0.16
This truss is designed for a
TC+BC 20.0 20.0
C MT20 3.Ox 5.0-1.5 0.5 0.68
creep factor of 1.5 which
Total 40.0 Spacing 24.0"
S1 MT20 3.Ox 4.0 Ctr Ctr 0.48
is used to calculate total
Lumber Duration Factor 1.15
D MT20 3.Ox 6.0 Ctr Ctr 0.56
load deflection.
Plate Duration Factor 1.15
TC Fb=1.15 Fc=1.10 Ft=1.10
REVIEWED BY:
BC Fb=1.10 Fc=1.10 Ft --1.10
MiTek Industries, Inc.
6904 Parke East Blvd.
Total Load Reactions (Lbs)
Tampa, FL 33610
1
it Down Uplift Horiz-
A 806 66 U 98 R
REFER TO ONLINE PLUS GENERAL
C 806 66 U 98 R
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
it Brg Size Required
A 3.5" 1.5"
NOTES:
C 3.5" 1.5"
Trusses Manufactured by:
��1))IIIIIli/
Plus 6 Wind Load Cases)
U.S. Housing
Analysis Conforms To:
i/
\\OsAPq< l/�/''
ti\\ ONS A' //
`\ �r%
Plus 2 Unbalanced Load Cases
Plus 1 UBC LL Load Case(s)
IHC/IRC2006
TPI 2002
..........
;
2j �i
Plus 1 DL Load Case(s)
OH Loading
�� `.•�isT�q.
%
Soffit psf 2.0
No. 19300529
Membr CSI P Lbs Axl-CSI-Bnd
This truss has been designed
= -
Top Chords----------
for 20.0 psf LL on the B.C.
_
A -G 0.14 698 C 0.00 0.14
in areas where a rectangle
_ • - -`•--a �',�
G -E 0.25 883 C 0.00 0.25
3- 6- 0 tall by
'O STAT F
E -B 0.26 662 C 0.00 0.26
2- 0- 0 wide
between
H -F 0.26 662 C 0.00 0.26
will fit the B.C.
F -H 0.25 883 C 0.00 0.25
and any other member.
yF+• _-'_-slab \���
H_ 14
-C 0.14
Design non-
//!S��Na
-- Bottom Chords- --
--------
concurrent LLon BC,
A -S1 0.56 740 T 0.09 0.47
Wind Loads - ANSI / ASCE 7-05
S1 -D 0.74 740 T 0.09 0.65
Truss is designed as a Main
June 8,20 ,1
Online Plus"'® Copyright M7ekO 1996-2012 Version 30.0.009 Engineering-
Portrait 6172012 5:05:38 PM Page 1
12
Job Mark Quan Type Span PI -HI Left OH Right OH Engineering
IGA172 LANGDONN R16A 1 TR 180900 8 10- 8 10- 8 T4419172
Langdon
HO 7-12 HO 7-12
m m
0 0
0 0
TC 3-8-10 15-10-2 1 9-4-8 1 12-10-14 115-0-6 1 18-9-0
7x10 =
B
8 4x64x6_
I L
3x4 �i 3x4
7-2-3 H M
6-10-12
7x16 7x16 �♦
A nA 91 C
G F N S1 E K J
3x7 11 4x8 1110x10 - 7x16 11 4x8 11 3x7 11
") W:308*') W:308
R:6751 R:6751
U: 521 U: 521
BC 1 3-8-1015-10-2 9-4-B 12-10-14 115-0-6 -
0
0
rn
0
1<1 to
18-9-0 E�J
ALL PLATES ARE MT2020
Scale: 0.231" = 1'
MiTek® Online Plus- APPROX. TRUSS WEIGHT: 213.4 LBS
Online Plus -- Version 30.0.009
F -S1 0.82 6407 T 0.48 0.34
truss.
RUN DATE: 07 -JUN -12
Sl -E 0.84 6407 T 0.48 0.36
Wind Loads - ANSI / ASCE 7-05
E -K 0.84 6407 T 0.48 0.36
Truss is designed as a Main
Southern Pine lumber design
K -J 0.97 6999 T 0.53 0.44
Wind -Force Resistance System.
values are those effective
J -C 0.98 6999 T 0.53 0.45
Wind Speed: 90 mph
06-01-12 by SPIB//ALSC UON
-------------Webs-------------
Mean Roof Height: 25-0
CSI -Size- ----Lumber----
G -H 0.24 959 T
Exposure Category: B
TC 0.76 2x 4 SP -#1
H -F 0.18 910 C
Occupancy Factor : 1.00
BC 0.98 2x12 SP -41
F -I 0.62 2444 T
Building Type: Enclosed
WB 0.99 2x 4 SP -#1
I -E 096 2160 C
Zone location: Exterior
-- 0.96 2x 4 SP -#2
E -B 0..99 6301 T
TC Dead Load 6.0 psf
G -H H -F F -I I -E
E -L 0.96 2160 C
BC Dead Load 6.0 psf
E -L K -L K -M J -M
K -L 0.62 2444 T
Roof Snow Load per ASCE 7-05
WG --- 2x 4 SP -#3
K -M 0.18 910 C
Ground Snow Load = 20.0 psf
J -M 0.24 959 T
Rain Load = 0.0 psf
Brace truss as follows:
Importance Factor 1.00
O.C. From To
TL Defl -0.34" in F -E L/640
Thermal Factor 1.00
TC Cont. 0- 0- 0 18- 9- 0
LL Defl -0.14" in F -E L/999
Exposure Factor 1.20
• BC Cont. 0- 0- 0 18- 9- 0
Shear // Grain in S1 -E 0.68
Balanced Load Factor 0.76
or 120.0" 0- 0- 0 18- 9- 0
Unbal snow loads checked
Plates for each ply each face.
Par -to -ridge not req'd
ps£-Ld Dead Live
Plate - MT20 20 Ga, Gross Area
Max comp. force 8409 Lbs
TC 10.0 20.0
Plate - MT2H 20 Ga, Gross Area
Max tens. force 6999 Lbs
BC 10.0 0.0
Jt Type Plt Size X Y JSI
Connector Plate Fabrication
TC+BC 20.0 20.0
A MT20 7.0x16.0 2.8 1.4 0.92
Tolerance = 209
Total 40.0 Spacing 24.0"
H MT20 3.Ox 4.0-0.4-0.3 0.83
This truss is designed for a
Lumber Duration Factor 1.15
I MT20 4.Ox 6.0-1.2-0.8 0.86
creep factor of 1.5 which
Plate Duration Factor 1.15
B MT20 7.0x10.0 Ctr-2.6 0.97
is used to calculate total
TC Fb=100 F-1.00 Ft=1.00
L MT20 4.Ox 6.0 1.2-0.8 0.86
load deflection.
BC Fb--1..00 F-1.00 Ft=1.00
M MT20 3.Ox 4.0 0.4-0.3 0.83
C MT20 7.0x16.0-2.8 1.4 0.92
Total Load Reactions (Lbs)
G MT20 3.Ox 7.0 Ctr-2.1 0.52
Jt Down Uplift Horiz-
F MT20 4.Ox 8.0 0.5-1.6 0.92
A 6751 521 U 97 R
Sl MT20 10.0x10.0 Ctr Ctr 0.98
C 6751 521 U 97 R
E MT20 7.0x16.0 Ctr-1.0 0.97
K MT20 4.Ox 8.0-0.5-1.6 0.92
Jt Brg Size Required
J MT20 3.Ox 7.0 Ctr-2.1 0.52
A 3.5" 8.0" **
C 3.5" 8.0" **
REVIEWED BY:
MiTek Industries, Inc.
LC# 1 Girder S Snow Load
6904 Parke East Blvd.
Dur Fctrs - I.br 1.15 Plt 1.15
Tampa, FL 33610
plf - Dead Live* From To
TC V 20 40 0.0' 18.8'
BC V 337 317 0.0' 18.8'
REFER TO ONLINE PLUS GENERAL
NOTES AND SYMBOLS SHEET FOR
\\\*C ��
\\ J A.
ADDITIONAL SPECIFICATIONS.
\,
♦ vt�
Plus 6 Wind Load Case(s)
_},� �.
,t�irJT�9, �/� ����
Plus 2 Unbalanced Load Cases
NOTES:
\♦♦
O,•�r
Plus 1 UBC LL Load Case(s)
Trusses Manufactured by:
.'�}�
Plus 1 DL Load Case(s)
U.S. Housing
No. )9300529
Analysis Conforms To:
_
Membr CSI P Lbs Axl-CSI-Bnd
IBC/IRC2006--
---------- TopChords----------
TPI 2002
A -H 0.76 8409 C 0.0 0.16
H -I 0.62 7699 C 0.550 0.12
Girder Common
Loading BC
ro .. TP F E ,
�
I -8 0.49 5933 C 0.27 0.22Span
33- 8- 8
B -L 0.49 5933 C 0.27 0.22
ON Loading
}r� ,`} f.r' \� ♦♦
C��/..1
L -M 0.62 7699 C 0.50 0.12
Soffit psf 2.0
s"`y�<T \\♦
M 76 84 _BottomOChord
Design for on-
Hc,psf non-
-_C --O s-60--0_16
---C----
concurrenteLLon
A -G 0.98 6999 T 0.53 0.45
Use properly rated hangers for
G -F 0.97 6999 T 0.53 0.44
loads framing into girder
Online PlusTM ® Copyright MTekO 1996-2012 Version
30.0.009 Engineering- Portrait 6/72012 5:05:38 PM Page 1
12
June 8,20 12
JobMa=k
MiTek® Online Plus- APPROX. TRUSS WEIGHT: 92.9 LBS
Quan Type Span
Pl-H1
Left OH
Right OH
Engineering
IGA172 LANGDONN
R17
2 CAMB 170800
5
10- 8
10- 8
T4419173
Langdon
Occupancy Factor : 1.00
06-01-12 by SPIB//ALSC UON
Building Type: Enclosed
CSI -Size- ----Lumber----
HO 4-12
Zone location: Exterior
TC 0.58 2x 4 SP42
LL Defl -0.26" in E -D L/790
TC Dead Load 6.0 psf
HO 4-12
TC 110-81
4-11-3
8-10-0 1
12-8-13
1
17-8-0 110-B]
Shear // Grain in A -F 0.25
Ground Snow Load = 20.0 psf
4x4 -
RainLoad= 0.0 psf
O.C. From To
Plates for each ply each face.
Importance Factor 1.00
B
Plate - MT20 20 Ga, Gross Area
Thermal Factor 1.00
or 30.0" 0- 0- 0 17- B- 0
Plate - MT2H 20 Ga, Gross Area
5 �9
BC Cont. 0- 0- 0 17- 8- 0
it Type Plt Size X Y JSI
Balanced Load Factor 0.84
or 120.0" 0- 0- 0 17- 8- 0
A MT20 3.Ox 5.0 Ctr Ctr 0.97
=
F MT20 1.0x 4.0 Ctr Ctr 0.55
1x4 =
psf-Ld Dead Live
B MT20 4.Ox 4.0 Ctr Ctr 0.91
F
TC 10.0 20.0
G MT20 1.0x 4.0 Ctr Ctr 0.55
G
BC 10.0 0.0
4-4-6
Connector Plate Fabrication
TC+BC 20.0 20.0
E MT20 5.Ox 5.0 Ctr-1.0 0.77
Tolerance = 20%
Total 40.0 Spacing 24.0"
4-0-15
This truss is designed for a
Lumber Duration Factor 1.15
creep factor of 1.5 which
Plate Duration Factor 1.15
1-7-2E
is used to calculate total
E
D
load deflection.
BC Fb=1.10 Fc=1.10 Ft=1.10
1-7-2D 3x5
5x5 -
5x5 -
3x5
A
it Down Uplift Horiz-
REFER TO ONLINE PLUS GENERAL
C
NOTES AND SYMBOLS SHEET FOR
�3
C 763 63 U
ADDITIONAL SPECIFICATIONS.
it Brg Size Required
NOTES:
A 3.5" 1.5"
Trusses Manufactured by:
C 3.5" 1.5"
W:308
Analysis Conforms To:
W:308
R: 762
\\\\��1111111U/iiiiJ
>>\ op S A-14
Plus 2 Unbalanced Load Cases
TPI 2002
a\� 0\�` e sir
$ rr
R: 762
U: 62
�y
�+ `(G`�T�{t``'•,
Plus 1 DL Load Case (s)
Soffit 3.0
U: 62
BC
6-8-0
11-0-0
for 20.0 psf LL on the H.C.
_
_ No.19300529 _
- -
in areas where a rectangle
17 -a -n
3- 6- 0 tall by
•
F -B 0.55 2334 C 0.12 0.43
2- 0- 0 wide
ALL PLATES ARE MT2020
will fit between the B.C.
G -C 0.58 2599 C 0.12 0.46
and any other member.
i� At
--------Bottom Chords---------
Design checked for 10 psf non-
Scale: 0.334" = 1'
MiTek® Online Plus- APPROX. TRUSS WEIGHT: 92.9 LBS
Online Plus -- Version 30.0.009
-------------Webs-------------
Wind -Force Resistance System.
RUN DATE: 07 -JUN -12
F -E 0.06 223 C
Wind Speed: 90 mph
E -B 0.51 1165 T
Mean Roof Height: 25-0
Southern Pine lumber design
B -D 0.51 1166 T
Exposure Category: B
values are thoseeffective
D -G 0.06 223 C
Occupancy Factor : 1.00
06-01-12 by SPIB//ALSC UON
Building Type: Enclosed
CSI -Size- ----Lumber----
TL Defl -0.61" in E -D L/335
Zone location: Exterior
TC 0.58 2x 4 SP42
LL Defl -0.26" in E -D L/790
TC Dead Load 6.0 psf
BC 0.81 2x 4 SP42
Hz Disp LL DL TL
BC Dead Load 6.0 psf
WB 0.51 2x 4 SP -#3
it C 0.14" 0.20" 0.34"
Roof Snow Load per ASCE 7-05
Shear // Grain in A -F 0.25
Ground Snow Load = 20.0 psf
Brace truss as follows:
RainLoad= 0.0 psf
O.C. From To
Plates for each ply each face.
Importance Factor 1.00
TC Cont. 0- 0- 0 17- 8- 0
Plate - MT20 20 Ga, Gross Area
Thermal Factor 1.00
or 30.0" 0- 0- 0 17- B- 0
Plate - MT2H 20 Ga, Gross Area
Exposure Factor 1.20
BC Cont. 0- 0- 0 17- 8- 0
it Type Plt Size X Y JSI
Balanced Load Factor 0.84
or 120.0" 0- 0- 0 17- 8- 0
A MT20 3.Ox 5.0 Ctr Ctr 0.97
Unbal snow loads checked
F MT20 1.0x 4.0 Ctr Ctr 0.55
Par -to -ridge not req'd
psf-Ld Dead Live
B MT20 4.Ox 4.0 Ctr Ctr 0.91
Max comp. force 2599 Lbs
TC 10.0 20.0
G MT20 1.0x 4.0 Ctr Ctr 0.55
Max tens. force 2445 Lbs
BC 10.0 0.0
C MT20 3.Ox 5.0 Ctr Ctr 0.97
Connector Plate Fabrication
TC+BC 20.0 20.0
E MT20 5.Ox 5.0 Ctr-1.0 0.77
Tolerance = 20%
Total 40.0 Spacing 24.0"
D MT20 5.0x 5.0 Ctr-1.0 0.77
This truss is designed for a
Lumber Duration Factor 1.15
creep factor of 1.5 which
Plate Duration Factor 1.15
REVIEWED BY: -
is used to calculate total
TC Fb=1.15 Fc=1.10 Ft=1.10
MiTek Industries, Inc.
load deflection.
BC Fb=1.10 Fc=1.10 Ft=1.10
6904 Parke East Blvd.
Tampa, FL 33610
Total Load Reactions (Lbs)
it Down Uplift Horiz-
REFER TO ONLINE PLUS GENERAL
A 763 63 U
NOTES AND SYMBOLS SHEET FOR
C 763 63 U
ADDITIONAL SPECIFICATIONS.
it Brg Size Required
NOTES:
A 3.5" 1.5"
Trusses Manufactured by:
C 3.5" 1.5"
U.S. Housing
Analysis Conforms To:
Plus 4 Wind Load Case(s)
IBC/IRC2006
\\\\��1111111U/iiiiJ
>>\ op S A-14
Plus 2 Unbalanced Load Cases
TPI 2002
a\� 0\�` e sir
$ rr
Plus 1 UBC LL Load Case(s)
OH Loading
psf
�y
�+ `(G`�T�{t``'•,
Plus 1 DL Load Case (s)
Soffit 3.0
This truss has been designed
•`�
<:
Membr CSI P Lbs Axl-CSI-Bnd
for 20.0 psf LL on the H.C.
_
_ No.19300529 _
Top Chords----------
in areas where a rectangle
A -F 0.58 2599 C 0.12 0.46
3- 6- 0 tall by
•
F -B 0.55 2334 C 0.12 0.43
2- 0- 0 wide
B -G 0.55 2335 C 0.12 0.43
will fit between the B.C.
G -C 0.58 2599 C 0.12 0.46
and any other member.
i� At
--------Bottom Chords---------
Design checked for 10 psf non-
t LL C.�r�i
nLoads nn B
NA
E -D 0.75 1261 T 0.29 0.46
Wind - ANSI/ASCE 7-05
D -C 0.81 2445 T 0.56 0.25
Truss is designed as a Main
June 8,2012
Online Plus"' 0 Copyright MTekO 1996-2012 Version 30.0.009 Engineering - Portrait 6/72012 5:05:39 PM Page 1
Job
IGA172 LANGDONN
Online Plus -- Version 30.0.009
RUN DATE: 07 -JUN -12
Southern Pine lumber design
values are those effective
06-01-12 by SPIB//ALSC UON
CSI -Size- ----Lumber----
TC 0.57 2x 4 SP -#2
BC 0.64 2x10 SP -#2
WB 0.54 2x 4 SP -113
-- 0.41 2x 6 SP -#2
L -A G -F
ACT 0.36 2x 4 SP -#3
AWT 0.35 2x 4 SP -413
Brace truss as follows:
O.C. From To
TC Cont. 0- 0- 0 20-11- 0
or 48.0^ 0- 0- 0 20-11- 0
BC Cont. 0- 0- 0 20-11- 0
or 120.0" 0- 0- 0 20-11- O
Cont. Attic Chords (Top)
or 72.011 Attic Chords (Top)
One Continuous Lateral Brace
K -B H -E
Attach CLB with (2)-10d nails
at each web.
psf-Ld Dead Live
TC 100 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 Eb=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-
L 1577 125 R
G 16D1 125 R
Mark Quan Type Span P1 -H1 Left OH Right OH Engineering
R18 7 SHPS 201100 14 10- 8 1- 3- 0 T4419174
HO 5-2-7 HO 5-2-7
e
m o 0
m o r o
o ut o m
C 4-3-12 1 rn 1 10-5-8 1 15-5-8 1 1 20-11-0
4x7 1x4 11 4x7
C O D
Cant: 4- 8
L M K Sl H
3x5 II 6x6= 6x6= 6x6=
W:308 W:308
R:1576 R:1600
BC 1 4-3-12 1 16-7-9 1 20-11-0
r
0
m
20-1i-0
ALL PLATES ARE MT2020
MiTek® Online Plus- APPROX
Plus 6 Wind Load Case(s)
Plus 10 Unbalanced Load Cases
Plus 1 UBC LL Load Case(s)
Plus 1 DL Load Case(s)
Plus 1 Attic 2 Load Case(s)
Membr CSI P Lbs Axl-CSI-Bnd
----------Top Chords ----------
A -A 0.00 5 T
A -B 0.40 1059 C 0.03 0.37
B -C 0.35 1107 C 0.02 0.33
C -0 0.57 1123 C 0.02 0.55
O -D 0.57 1123 C 0.02 0.55
D -E 0.35 1107 C 0.02 0.33
E -F 0.40 1059 C 0.03 0.37
F -F 0.00 5 T
--------Bottom Chords ---------
* -K 0.57 124 T 0.00 0.57
K -S1 0.64 695 T 0.07 0.57
SI -H 0.64 695 T 0.07 0.57
H -G 0.57 124 T 0.00 0.57
L -A 0.41 1779 C WindLd
A -K 0.54 1079 T
J -B 0.12 323 C 0.00 0.12
K -J 0.28 461 T 0.17 0.11
I -E 0.12 323 C 0.00 0.12
H -I 0.28 461 T 0.17 0.11
H -F 0.54 1079 T
G -F 0.41 1803 C
------Attic Chords (Top) ------
J -N 0.36 341 C 0.18 0.18
N -I 0.36 341 C 0.18 0.18
-------Attic Webs (Top) -------
J -C 0.33 665 T
C -N 0.35 700 T
N -O 0.14 451 C
N -D 0.35 700 T
D -I 0.33 665 T
TL Defl -0.20" in K -H L/999
LL Defl -0.14" in K -H L/999
Shear // Grain in K -S1 0.42
Jt
Brg Size
Required
6.Ox 6.0 Ctr Ctr 0.54
H
MT20
6.Ox 6.0 Ctr-1.6 0.83
G
L
3.511
1.711
MT20
Plates for each
ply each face.
G
3.511
1.911
MT20
Plate -
MT20 20 Ga, Gross
Area
Plate -
MT2H 20 Ga, Gross
Area
LC#
1 Attic
S Snow Load
Jt Type
Plt Size X Y
JSI
Dur Fctrs - Lbr 1.00 Plt
1.00
A MT20
4.Ox
5.0-0.7-0.8
0.90
plf
- Dead Live* From
To
B MT20
3.Ox
4.0 Ctr Ctr
0.22
TC V
20
40 0.01
20.9'
C MT20
4.Ox
7.0 0.1-5.0
0.82
BC V
20
0 0.01
20.9'
0 MT20
1.Ox
4.0 Ctr Ctr
0.69
BC V
10
80 4.5'
16.51
D MT20
4.Ox
7.0-0.1-5.0
0.82
MA V
10
0 4.3'
16.6'
E MT20
3.Ox
4.0 Ctr Ctr
0.19
WB S
10
0 L
K
F MT20
4.Ox
5.0 0.7-0.8
0.91
WB S
10
0 K
H
L MT20
3.Ox
5.0 Ctr Ctr
0.30
K MT20
6.Ox
6.0 Ctr-1.6
0.83
TRUSS WEIGHT: 294.0 LBS
S1
MT20
6.Ox 6.0 Ctr Ctr 0.54
H
MT20
6.Ox 6.0 Ctr-1.6 0.83
G
MT20
3.Ox 5.0 Ctr Ctr 0.31
J
MT20
4.Ox 4.0 Ctr Ctr 0.58
N
MT20
3.Ox 7.0 Ctr Ctr 0.72
I
MT20
4.Ox 4.0 Ctr Ctr 0.58
REVIEWED BY:
MiTek Industries, 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
Analysis Conforms To:
IBC/IRC2006
TPI 2002
ON Loading
Soffit psf 2.0
Design checked for 10 psf non -
concurrent LL on BC.
No wind exposure on right end.
Wind Loads - ANSI / ASCE 7-05
Truss is designed as a Main
Wind -Force Resistance System.
Wind Speed: 90 mph
Mean Roof Height: 25-0
Exposure Category: B
Occupancy Factor : 1.00
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
Unbalanced Loads Checked
Load Factors = 1.00 and 0.00
Max comp. force 1803 Lbs
Max tens. force 1079 Lbs
Connector Plate Fabrication
Tolerance = 20%
This truss is designed for a
creep factor of 1.5 which
is used to calculate total
load deflection.
Scale: 0.159" = 1'
opS A, 114
&\ST
%
. No. 19300529
V
STAT`"Uf
.3 a�
NAU
Online Plus11 0 Copyright MTek®1996-2012 Vemlon 30.0.009 Engineering - Portrait 6n2012 5:05:40 PM Page 1 June 8,20 12
Job Mark Quan Type Span P1 -H1 Left OH Right OH Engineering
IGA172 LANGDONN TR18B 1*2P SHPS 201100 14 0 4- 8 T4419175
Langdon
NO 5-2-7 NO 5-2-7
a
m o
o r
rn o m
TC 1 4-3-12 1 'n 1 10-5-8 I 15-5-8 1 ra 1 20-11-0
6x8
Online Plus -- Version 30.0.009
RUN DATE: 07 -JUN -12
********++*****
* 2 -Ply Truss
Southern Pine lumber design
values are those effective
06-01-12 by SPIB//ALSC UON
CSI -Size- ----Lumber----
TC 0.91 2x 4 SP -I1
-- 0.87 2x 4 SP -2850f -2.3E
D -F
BC 0.77 2.10 SP -I2
WB 0.81 2x 4 SP -I2
-- 0.60 2x 6 SP -I2
L-A G -F
ACT 0.91 2x 6 SP -#2
AWT 0.80 2x 4 SP -I2
Brace truss as follows:
O.C. From To
TC Cont. 0- O- 0 20-11- 0
or 36.0" 0- 0- 0 20-11- 0
BC Cont.0- 0- 0 20-11- 0
or 120.0" 0- 0- 0 20-11- 0
Cont. Attic Chords (Top)
or 144.0" Attic Chords (Top)
One Continuous Lateral Brace
K -B H -E
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 Noriz-
L 8386 1593 R
G 10055 681 R
Jt Brg Size Required
L 3.5 4.5" **
G 3.5" 5.9" **
LCI 1 Attic 6 Snow Load
Dur Fctrs - Lbr 1.00 Plt 1.00
plf - Dead Live* From To
TC V 20 40 0.0' 20.9'
BC V 20 0 0.0` 20.9'
TC V 337 337 15.5 20.9'
BC V 10 80 4.5' 16.5`
MA V 340 340 4.3' 16.6`
MA V 10 0 4.3' 16.6'
WB S 10 0 L K
WB S 10 0 K H
6x7 -
F
G
LM K Sl H 3x5 I
3x5 11 6x6 - 6x7 - 8x6=
Cant:4- 8
**� W. M 8++� W:308
R:8386 R:10054
U:588 -U:704
BCJ 1 4-3-12lb-1-4 -
c
0
20-11-0
ALL PLATES ARE MT2020
MiTek®'Online Plus- APPROX
TC V 1541 1541 6.0' CL -LB
Plus 6 Wind Load Case(s)
Plus 4 Unbalanced Load Cases
Plus 1 UBC LL Load Cases)
Plus 1 DL Load Case(s)
Plus 1 Attic 2 Load Case(s)
Membr CSI P Lbs Axl-CSI-Bnd
----------Top Chords ----------
* -A 0.00 5 T
A -B 0.35 5508 C 0.10 0.25
B -C 0.91 8073 C 0.16 0.75
C -Q 0.57 8937 C 0.26 0.31
Q -D 0.43 8937 C 0.20 0.23
D -E 0.81 6700 C 0.09 0.72
E -F 0.87 5323 C 0.07 0.80
F -F 0.01 63 T 0.00 0.01
--------Bottom Chords ---------
I -K 0.71 1593 T 0.07 0.64
K -S1 0.72 3597 T 0.08 0.64
S1 -H 0.77 3597 T 0.08 0.69
H -G 0.69 681 C 0.00 0.69
-------------Webs-------------
L -A 0.51 8586 C WindLd
A -K 0.81 5572 T
J -B 0.72 3565 C 0.30 0.42
K -J 0.71 3516 C 0.31 0.40
I -E 0.66 3717 C 0.22 0.44
H -I 0.58 3448C 0.17 0.41
H -F 0.81 5582 T
G -F 0.60 10152 C
------Attic Chords (Top)------
- -P 0.40 233 T 0.00 0.40
P -0 0.91 2219 T 0.18 0.73
O -N 0.76 1148 T 0.04 0.72
N -I 0.60 283 C 0.00 0.60
-------Attic Webs (Top) -------
B -P 0.40 2774 T
P -C 0.15 1082 T
C -O 0.54 3717 T
O -Q 0.02 262 C
O -D 080 5504 T
N -D 0..36 2459 T
N -E 0.19 1757 T
TL Defl -0.19" in K -H L/999
LL Defl -0.12" in K -H L/999
Shear // Grain in P -O 0.92
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 6.Ox 6.0-1.0-2.3 0.99
B MT20 4.Ox 5.0-0.7-0.8 0.89
C MT20 6.Ox 8.0 1.7-4.8 0.97
Q MT20 1.0x 4.0 Ctr Ctr 0.34
D MT20 5.0x10.0-2.6-4.4 0.98
E MT20 4.Ox 4.0 1.0-1.1 0.95
F MT20 6.Ox 7.0 1.0-2.9 0.94
L MT20 3.Ox 5.0 Ctr Ctr 0.73
K MT20 6.Ox 6.0 Ctr Ctr 0.94
TRUSS WEIGHT: 302.1 LBS
S1 MT20 6.Ox 70 Ctr Ctr 0.98
H MT20 B.Ox 6..0 Ctr-0.6 0.85
G MT20 3.Ox 5.0 Ctr Ctr 0.87
J MT20 3.Ox 5.0 Ctr Ctr 0.61
P MT20 3.Ox 5.0-0.5 Ctr 0.85
O MT20 5.0x10.0 0.5 Ctr 0.88
N MT20 3.Ox 5.0-0.5 Ctr 0.90
I MT20 3.Ox 5.0 Ctr Ctr 0.61
REVIEWED BY:
MiTek Industries, 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
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 6 12 0
BC 3 12 24 0
WB 1 8 8
Web Connection Exception --
Space screws or nails for the
following webs-
K -B @ 4" o.c.
H -E @ 4" o.c.
Plus clusters of nails where
shown.
ON Loading
Soffit psf 2.0
Design checked for 30 psf non -
concurrent LL on BC.
No wind exposure on right end.
Wind Loads - ANSI / ASCE 7-05
Truss is designed as a Main
Wind -Force Resistance System.
Wind Speed: 90 mph
Mean Roof Height: 25-0
Exposure Category: B
Occupancy Factor : 1.00
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
Scale: 0.156" =1'
Balanced Load Factor 0.43
Unbal snow loads checked
Par -to -ridge not req'd
Piggyback Cap: Peak
Unbalanced Loads Checked
Load Factors = 1.00 and 0.00
Max comp. force 10152 Lbs
Max tens. force 5582 Lbs
Connector Plate Fabrication
Tolerance = 20%
This truss is designed for a
creep factor of 1.5 which
is used to calculate total
load deflection.
�op,S A,114
�a• r
• No. 19300529
r "�'P' ' STET C7 F • {�` �°
f+ v
wk'
\\0
Online Plusm 0 Copyright MITek®1996-2012 Version 30.0.009 Engineering - Portrait 6!/2012 5:05:41 PM Page 1 June 8,2012
Job Mark Quan Type Span P1 -H1 Left OH Right OH Engineering
IGA172 LANGDONN R19 1 SHPS 210208 8 10- 8 10- 8 T4419176
Langdon
HO 7-12 HO 7-12
00
O
M co N c0
O O O O
0r-,
ri O
TC 1'i I ''t1 7-7-7 1 13-7-1 1 20-3-0 1 14 1-
5x5= 4x4=
B C
TT
8�
6-0-2
5-6-123x4ii 3x4��
4x611 H
ZI 4x611
A D
rs at
LH
S1
43x5 =
W:308 - W:308
R:1649 R:1650
U: 129 E G U: 128
2x4 11 3x4 =
BC 7-7-7 1 13-8-13 1 21-2-8
e1 -n -o
ALL PLATES ARE MT2020
Scale: 0.259'= 11
MiTek® Online Plus- APPROX. TRUSS WEIGHT: 130.2 LBS
OnlinePlus -- Version 30.0.009
H -B 0.61 2182 C 0.09 0.52
Wind Loads - ANSI / ASCE 7-05
RUN DATE: 07 -JUN -12
B -C 0.99 1815 C 0.02 0.97
Truss is designed as a Main
C -I 0.63 2189 C 0.09 0.54
Wind -Force Resistance System.
Southern Pine lumber design
I -D 0.58 1443 C 0.01 0.57
Wind Speed: 90 mph
values are those effective
--------Bottom Chords---------
Mean Roof Height: 25-0
06-01-12 by SPIB//ALSC UON
A -E 0.92 1813 T 0.27 0.65
Exposure Category: B
CSI -Size- ----Lumber----
E -Sl 0.51 1800 T 0.27 0.24
Occupancy Factor : 1.00
TC 099 2x 4 SP -2100£-1.89
S1 -G 0.57 1800 T 0.27 0.30
Building Type: Enclosed
-- 0..63 2x 4 SP -#1
G -D 0.90 1815 T 0.27 0.63
Zone location: Exterior
A -B C -D
-------------Webs-------------
TC Dead Load 6.0 psf
BC 0.92 2x 4 SP -#1
E -B 0.29 734 T
BC Dead Load 6.0 psf
WB 0.31 2x 4 SP -#3
B -G 0.11 120 T
Roof Snow Load per ASCE 7-05
SL 0.31 2x 4 SP -#3
G -C 0.31 733 T
Ground Snow Load = 20.0 psf
PB --- 2x 8 SP -#2
-----------Sliders------------
Rain Load = 0.0 psf
A -H 0.31 1149 C
Importance Factor 1.00
Brace truss as follows:
I -D 0.31 1167 C
Thermal Factor 1.00
O.C. From To
Exposure Factor 1.20
TC Cont. 0- 0- 0 21- 2- 8
TL Defl -0.36" in E -G L/695
Balanced Load Factor 0.84
BC Cont. 0- 0- 0 21- 2- 8
LL Defl -0.15" in E -G L/999
Unbal snow loads checked
or 120.0" 0- 0- 0 21- 2- 8
Shear // Grain in B -C 0.53
Upwnd ridge dist = 25.0 ft
Max comp. force 2189 Lbs
psf-Ld Dead Live
Plates for each ply each face.
Max tens. force 1815 Lbs
TC 10.0 20.0
Plate - MT20 20 Ga, Gross Area
Connector Plate Fabrication
BC 10.0 0.0
Plate - MT2H 20 Ga, Gross Area
Tolerance = 20%
TC+BC 20.0 20.0
it Type Plt Size X Y JSI
This truss is designed for a
Total 40.0 Spacing 24.0"
A MT20 4.Ox 6.0 2.0 0.7 0.85
creep factor of 1.5 which
Lumber Duration Factor 1.15
H MT20 3.Ox 4.0 Ctr Ctr 0.45
is used to calculate total
Plate Duration Factor 1.15
B MT20 5.0x 5.0 Ctr-0.2 0.47
load deflection.
TC Fb=1.00 Fc=1.00 Ft=1.00
C MT20 4.Ox 4.0 Ctr Ctr 0.76
BC Fb=1.00 Fc=1.00 Ft --1.00
I MT20 3.Ox 4.0 Ctr Ctr 0.45
•
D MT20 4.Ox 6.0-2.0 0.7 0.85
.Total Load Reactions (Lbs)
E MT20 2.Ox 4.0 Ctr Ctr 0.67
-
Jt Down Uplift Horiz-
S1 MT20 3.Ox 5.0 Ctr Ctr 0.98
A 1650 129 U 79 R
G MT20 3.Ox 4.0 Ctr Ctr 0.67
D 1651 128 U 79 R
REVIEWED BY:
it Brg Size Required
MiTek Industries, Inc.
A3.511 1.9"
6904 Parke East Blvd.
D 3.511 1.9"
Tampa, FL 33610
11)1111111//
LC# 1 Girder 6 Snow Load
REFER TO ONLINE PLUS GENERAT.
�nt
S1
A'
Dur Fctrs - Lbr 1.15 Plt 1.15
NOTES AND SYMBOLS SHEET FOR
�\.APa .-14e
op
plf - Dead Live* From To
ADDITIONAL SPECIFICATIONS.
�\
Tc v zo 40 0.01 21.21
L`%
BC V 20 0 0.0' 21.2'
NOTES:
R: Q
r
TC V 19 39 7.61 13.6'
BC V 19 0 7.61 13.71
Trusses Manufactured by:
U.S. Housing
No. 19300529
BC V 249 249 7.61 CL -LB
Analysis Conforms To:
- ,....._..--�.-......,\�
BC V 249 249 13.71 CL -LB
IBC/IRC2006
.-
' 1`
TPI 2002
Girder Step Down Hip
Plus 6 Wind Load Case(s)
Jacks
Plus 8 Unbalanced Load Cases
Framing King
Plus 1 UBC LL Load Case(s)
Jack Open Facedr/,r�
Plus 1 DL Load Case(s)
Setback 5-10-12
s
`//////,11NAi
OH Loading
Membr CSI P Lbs Axl-CSI-Bnd
Soffit psf 2.0
1�\\`\\\�
----------Top Chords----------
Design checked for 10 psf non-
A -H 0.57 1462 C 0.01 0.56
concurrent LL on BC.
June 8,2012
Online Plus-® Copyright Mifek(D 1996-2012 Version 30.0.009 Engineering
- Portrait 6n20125:05:42 PM Pagel
Job Mark Quan Type Span P1 -H1 Left OH Right OH Engineering
IGA172 LANGDONN R20 1 TR 210208 a 10- a 10- 8 T4419177
Langdon
HO 7-12 HO 7-12
to
r o
c0 O N W
O O O O
TC 6-1-2 1 10-7-4 1 15-1-6 1 20-2-0 1 N 1.,
4x6=
B
1x4 1x4
E F
8
7-8-2
7-4-11
3x4% 3x4
3x5 I I G H 3x5 11
A C
LU
D
3xx 9 - 3x6 =
W:308 W:308
R: 904 R: 904
U: 73 U: 73
HC
10-7-4 - -
2i -2-8
ALL PLATES ARE MT2020
Scale: 0.225" =1'
MiTek® Online Plus- APPROX. TRUSS WEIGHT: 133.9 LBS
Online Plus -- Version 30.0.009
D -C 0.98 821 T 0.10 0.88
Wind -Force Resistance System.'
RUN DATE: 07 -JUN -12
-------------Webs-------------
Wind Speed: 90 mph
E -D 0.22 263 C
Mean Roof Height: 25-0
Southern Pine lumber design
D -B 0.25 585 T
Exposure Category: B
values are thoseeffective
D -F 0.22 263 C
Occupancy Factor : 1.00
06-01-12 by SPIB//ALSC UON
-----------Sliders------------
Building Type: Enclosed
CSI -Size- ----Lumber----
A -G 0.10 387 C
Zone location: Exterior
TC 0.37 2x 4 SP -#2
H -C 0.10 387 C
TC Dead Load 6.0 psf
BC 0.98 2x 4 SP42
BC Dead Load 6.0 psf
WB 0.25 2x 4 SP -#3
TL De£1 -0.36" in D -C L/690
Roof Snow Load per ASCE 7-05
SL 0.10 2x 4 SP -#3
LL Defl -0.17" in D -C L/999
Ground Snow Load = 20.0 psf
PB --- 2x 8 SP -#2
Shear // Grain in S1 -D 0.23
Rain Load = 0.0 psf
Importance Factor 1.00
Brace truss as follows:
Plates for each ply each face.
Thermal Factor 1.00
O.C. From To
Plate - MT20 20 Ga, Gross Area
Exposure Factor 1.20
TC Cont. 0- 0- 0 21- 2- 8
Plate - MT2H 20 Ga, Gross Area
Balanced Load Factor 0.76
or 48.0" 0- 0- 0 21- 2- 8
Jt Type Plt Size X Y JSI
Unbal snow loads checked
BC Cont. 0- 0- 0 21- 2- 8
A MT20 3.Ox 5.0 1.5 0.5 0.68
Par -to -ridge not req'd
or 120.0" 0- 0- 0 21- 2- 8
G MT20 3.Ox 4.0 Ctr Ctr 0.22
Max comp. force 979 Lbs
E MT20 1.Ox 4.0 Ctr Ctr 0.57
Max tens. force 821 Lbs
psf-Ld Dead Live
B MT20 4.Ox 6.0 Ctr-1.7 0.60
Connector Plate Fabrication
TC 10.0 20.0
F MT20 1.0x 4.0 Ctr Ctr 0.57
Tolerance = 208
BC 10.0 0.0
H MT20 3.Ox 4.0 Ctr Ctr 0.22
This truss is designed for a
TC+BC 20.0 20.0
C MT20 3.Ox 5.0-1.5 0.5 0.68
creep factor of 1.5 which
Total 40.0 Spacing 24.0"
S1 MT20 3.Ox 4.0 Ctr Ctr 0.76
is used to calculate total
Lumber Duration Factor 1.15
D MT20 3.Ox 6.0 Ctr Ctr 0.57
load deflection.
Plate Duration Factor 1.15
TC Fb=1.15 Fc=1.10 Ft=1.10
REVIEWED BY:
BC Fb=1.10 Fc=1.10 Ft=1.10
MiTek Industries, Inc.
6904 Parke East Blvd.
Total Load Reactions (Lbs)
Tampa, FL 33610
Jt Down Uplift Horiz-
A 904 74 U 109 R
REFER TO ONLINE PLUS GENERAL
C 904 74 U 109 R
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
Jt Brg Size Required
A 3.5" 1.5"
NOTES:
C 3.5" 1.5"
Trusses Manufactured by:fit///,//
_
Plus 6 Wind Load Case(s)
U.S. Housing
Analysis Conforms To:
��\\
A' A�/
2
IBC/IRC2006
\�l� Q�AS
cT
Plus Unbalanced Load Cases
AA
�••(yiSTEJ� �•,fi
Plus 1 UBC LL Load Case(s)
TPI 2002
��'
Plus 1 DL Load Case(s).
OH Loading
Soffit psf 2.0
No. 19300529 •�
Membr CSI P Lbs Axl-CSI-Bnd
This truss has been designed
_
---------- Top Chords----------
for 20.0 psf LL on the B.C.
-
A -G 0.17 809 C 0.00 0.17
in areas where a rectangle
G -E 0.37 979 C 0.01 0.36
E -B 0.37 765 C 0.01 0.36
3- 6- 0 tall by
2- 0- 0 wide
-`J
B -F 0.37 765 C 0.01 0.36
will fit between the B.C.
-jam
ir,,.� �. �KA ` �-r",�
F -H 0.37 979 C 0.01 0.36
and any other member.i
xC�N
80000_17
HC0.17 809
fr 10 psf non-
Designon-
- -- --
--------Chords---------
ecked
oBC,
A -Sl 0.65 821 T 0.10 0.55
Wind Loads - ANSI / ASCE 7-05
S1 -D 0.98 821 T 0.10 0.88 "
Truss is designed as a Main
Online Plus"' 0 copyright MITek®1996-2012 Version 30.0.009 Engineering
- Portrait 6n2012 5:05:43 PM Page 1
June 8,201 2
Job Mark Quan Type Span Pl-Hl Left OH Right OH Engineering
IGA172 LANGDONN R21 1 TR 210208 8 lo- a lo- e T4419178
Langdon
HO 7-12 HO 7-12
cD
r o
W O N 0D
O O O O
TC �� i j 6-1-2 10-7-4 1 15-1-6 1 20-2-0 1 N I,
4x4 =
B
1x4 ,� 1x4 ,/
E F
8
8-0-0
7-8-9
3x4 % 3x4
3x5 II G H 3x5 II
A C
D
3xx 9 - 3x6-
W:308
x6-W:308 W:308
R: 904 R: 904
U: 73 U: 73
BC
10-7-4 21-2-8
-21-2-8
ALL PLATES ARE MT2020
Scale: 0.225" = 1'
Online Plus -- Version 30.0.009
RUN DATE: 07 -JUN -12
Southern Pine lumber design
values are those effective
06-01-12 by SPIB//ALSC UON
CSI -Size- ----Lumber----
TC 0.39 2x 4 SP42
BC 0.98 2x 4 SP42
WB 0.25 2x 4 SP -#3
SL 0.10 2x 4 SP -#3
PB --- 2x 8 SP42
Brace truss as follows:
O.C.
From To
TC
Cont.
0- 0- 0 21- 2- 8
or
48.0"
0- 0- 0 21- 2- 8
BC
Cont.
0- 0- 0 21- 2- 8
or
120.0"
0- 0- 0 21- 2- 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)
it Down Uplift Horiz-
A 904 74 U 111 R
C 904 74 U 111 R
MiTek® Online Plus- APPROX. TRUSS WEIGHT: 134.6 LBS
D -C 0.98 823 T 0.10 0.88
-------------Webs-------------
- -D 0.23 271 C
D -B 0.25 599 T
D -F 0.23 271 C
-----------Sliders------------
A -G 0.10 385 C
B -C 0.10 385 C
TL Defl -0.35" in D -C L/703
LL Defl -0.17" in D -C 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.Ox 5.0 1.5 0.5 0.68
G MT20 3.Ox 4.0 Ctr Ctr 0.22
E MT20 1.0x 4.0 Ctr Ctr 0.58
B MT20 4.Ox 4.0 Ctr Ctr 0.42
F MT20 1.Ox 4.0 Ctr Ctr 0.58
H MT20 3.Ox 4.0 Ctr Ctr 0.22
C MT20 3.Ox 5.0-1.5 0.5 0.68
S1 MT20 3.Ox 4.0 Ctr Ctr 0.76
D MT20 3.Ox 6.0 Ctr Ctr 0.57
REVIEWED BY:
MiTek Industries, Inc.
6904 Parke East Blvd.
Tampa, FL 33610
REFER TO ONLINE PLUS GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
Jt Brg Size Required
A
3.5" 1.5"
NOTES:
C
3.5" 1.5"
Trusses Manufactured by:
U.S. Housing
Plus
6 Wind Load Case(s)
Analysis Conforms To:
Plus
2 Unbalanced Load Cases
IBC/IRC2006
Plus.
1 UBC LL Load Case(s)
TPI 2002
Plus
1 DL Load Case(s)
OH Loading
Soffit psf 2.0
Membr
CSI P Lbs Axl-CSI-Bnd
This truss has been designed
----------Top Chords----------
for 20.0 psf LL on the B.C.
A -G
0.17 813 C 0.00 0.17
in areas where a rectangle
G -E
0.39 980 C 0.01 0.38
3- 6- 0 tall by
E -B
0.39 761 C 0.01 0.38
2- 0- 0 wide
B -F
0.39 761 C 0.01 0.38
will fit between the B.C.
F -H
0.39 980 C 0.01 0.38
and any other member.
H -C
0.17 813 C 0.00 0.17
Design checked for 10 psf non-
--------Bottom Chords---------
concurrent LL on BC.
A -S1
0.65 823 T 0.10 0.55
Wind Loads - ANSI / ASCE 7-05
S1 -D
0.98 823 T 0.10 0.88
Truss is designed as a Main
Online Plus-
0 Copyright MTek®1996-2012 Verslon 30.0.009 Engineering
-Portrait 6172012 5:05:43 PM Pagel
Wind -Force Resistance System.
Wind Speed: 90 mph
Mean Roof Height: 25-0
Exposure Category: B
Occupancy Factor : 1.00
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 980 Lbs
Max tens. force 823 Lbs
Connector Plate Fabrication
Tolerance = 20%
This truss is designed for a
creep factor of 1.5 which
is used to calculate total
load deflection.
..q�.
No.19300529 =
qTl' ' yIIr
June 8,2012
108
ONLINE PLUS GENERAL NOTES & SYMBOLS
PLATE LOCATION
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)
PLATE SIZE AND ORIENTATION
3x5 I I The first dimension is
the width measured
perpendicular to slots.
Fili, 4
The second dimension is
the length measured
parallel to slots. Plate
orientation, shown next
to plate size, indicates
direction of slots in
connector plates.
FLOOR TRUSS SPLICE
( 3X2, 4X2, 6X2 )
(W) =Wide Face Plate
(N) = Narrow Face Plate
DIMENSIONS
LATERAL BRACING
Designates the location for
continuous lateral bracing (CLB)
support of individual truss memb
only. CLBs must be properly
anchored or restrained to prevent
simultaneous buckling of adjacen
truss members.
When tr
bear on
interior
should b
truss. In
=
Width (IN -SX) bearings
R = Reaction (lbs.) contact
U =Uplift (lbs.)
BEARING
All dimensions are shown inuss is designed to
FT -IN -SX (i.e. 6-8.5" or multiple supports,
6-08-08). Dimensions less bearing locations
than one foot are shown a marked on the
in IN -SX only (i.e. 708). terior support or
temporary shoring must be
in place
before trusses are
W Actual Bearing installed
If necessary, shim
to assure solid
with truss.
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.
�6-08-08
708
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.
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.
M!Tek USA, Inc.
6904 Parke East Blvd.
Tampa, FL 33610-4115
iTek
® Tel: 813-972-1135
MFax: 813-971-6117