Roof Truss Layout - ATruss Connector Total List
Manuf Product Qty
Simpson LUS24 5
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 F22
M0
1
E
M0
2
M0
2
M0
2
M0
2
M0
2
M0
1
E
LU
S
2
4
LU
S
2
4
LU
S
2
4
LU
S
2
4
LU
S
2
4
6/12
19-00-00 11-00-00
10
-
0
0
-
0
0
10
-
0
0
-
0
0
C01E
C02
B01E
A04E
A03
A03
A03
A03
A03
A03
A03
A03
A03
A03
A03
A03A03
A03
A02
A02
A02
A02
A02
A02
A02
A01E
6/12
6/12
6/12
6/12
30-00-00
49
-
0
0
-
0
0
11-08-00
4-
0
0
-
0
0
2-00-00
43
-
0
0
-
0
0
13-00-005-04-00
** IMPORTANT **
= INDICATES LEFT ENDAddress:,Yelm,WA 98597
M-2155
Date:
Sales Rep:
Ryan KittelsonRoof Trusses
Soundbuilt NW, LLC
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
Drawing Type:
Job Number:
Finalized By:
Marco Fimbres
Loading
TC/LL=25.0 lb/ft²
TC/DL=8.0 lb/ft²
BC/LL=0.0 lb/ft²
BC/DL=7.0 lb/ft²
WIND=110 mph
EXP=SuburbanAreas
Customer: