Floor Truss Layout - ATruss Connector Total List
ManufProductQty
SimpsonLUS245
SimpsonLUS465
SimpsonTHA4225
3-
1
/
2
"
x
1
0
-
1
/
2
"
G
L
B
(
D
r
o
p
p
e
d
)
3-
1
/
2
"
x
1
0
-
1
/
2
"
G
L
B
(
D
r
o
p
p
e
d
)
3-1/2"x 10-1/2" GLB (Dropped)
2190-A
FL
O
O
R
T
R
U
S
S
E
S
S
H
I
F
T
E
D
TO
A
V
O
I
D
D
U
C
T
I
N
G
.
B1B1B1B1B1B1
B1B1B1B1B1B1B1B1B1B1B1
B1B1B1B1B1B1B1
B1B1B1B1B1
F1
0
F0
2
F0
2
F0
2
F0
2
F0
2
F0
2
F0
2
F0
2
F0
2
F0
2
F0
2
F0
2
F0
2
F0
2
F0
2
F0
8
F0
2
F22
F2
3
F2
4
F2
6
F27
F28
F0
1
F0
1
LU
S
4
6
LU
S
2
4
TH
A
4
2
2
LU
S
2
4
LU
S
2
4
LU
S
2
4
LU
S
4
6
LU
S
4
6
TH
A
4
2
2
LU
S
4
6
LU
S
4
6
THA422
THA422
LU
S
2
4
TH
A
4
2
2
6/12
F25(2)
F12(3)
F09(3)F11(6)
20
-
0
0
-
0
0
2
1
-
0
0
-
0
0
41
-
0
0
-
0
0
40
-
0
0
-
0
0
30-00-00
19-00-0011-00-00
10
-
0
0
-
0
0
1-00-00
10
-
0
0
-
0
0
** IMPORTANT **
= INDICATES LEFT ENDAddress:,Yelm,WA 98597
M-2155
Plan:
2190/A/Gar RT
Job Name:
- THIS IS A TRUSS PLACEMENT PLAN ONLY. All trusses are
designed as individual building components built to the building
designer's specifications as given to us in the plans, see
individual truss design sheets for specific loading and design.
- VERIFY ALL DIMENSIONS. Temporary truss bracing is the
responsibility of the general contractor, permanent bracing is the
responsibility of the building designer. Individual bracing of "at-
compression" truss pieces is marked out on the truss seals and
it is the responsibility of the contractor to verify it is installed as
specified.
- Do not install broken/damaged trusses or trusses that do not
match the jobsite conditions, please inform your salesman if any
such conditions are discovered.
- All Truss-To-Structural element connections shown on this
layout are a suggestion provided as a courtesy to the builder
and must be specified in the construction documents as
approved by the building designer per ANSI/TPI 1-2014 2.3.2.4
prior to their installation.
10/30/2024
Estimate By:
Marco Fimbres
Crystal Springs
Ryan Kittelson
Job Number:
Soundbuilt NW, LLC
Finalized By:
Marco Fimbres
Loading
TC/LL=40.0 lb/ft²
TC/DL=10.0 lb/ft²
BC/LL=0.0 lb/ft²
BC/DL=5.0 lb/ft²
IRC 2021
Drawing Type:
Customer:Sales Rep:
Date:
Floor Trusses