Floor Truss LayoutTruss Connector Total List
Manuf Product Qty
Simpson HHUS26-2 1
Simpson LUS46 4
GARAGE
5.5x13.5 GLB (DN)5.5x9 GLB (DN)
5.5X15 GLB (UP)
FAU
IB
350# DRAG LOAD
FOLLOW ALL BRACING REQUIREMENTS AS SPECIFIED IN
THE TRUSS ENGINEERING SEALS PACKET
STOVE
VENT
LV
L
B
E
A
M
(
U
P
)
5.5X15 GLB (UP)
3.5x10.5 GLB (DN)
OPT. COVERED PATIO
B02 B02 B02 B06 B04 B01 B01 B01 B01 B05
B01 B01 B01 B06 B04 B01 B01 B01 B01 B05
B01 B01 B01 B01 B01 B03
F05G
F0
8
G
F0
1
E
F0
3
F0
4
F0
6
F0
6
F0
9
F0
9
F0
9
F0
9
F0
9
F0
9
F0
9
F0
9
F0
9
F1
0
E
F1
1
E
F1
3
F0
4
F07G
F0
9
F1
4
G
LU
S
4
6
LU
S
4
6
HHUS26-2
LU
S
4
6
LU
S
4
6
1 3 4 5 6
F02(2)F02A(3)
F12(10)
4-
0
0
-
0
0
10
-
0
0
-
0
0
30
-
0
0
-
0
0
54
-
0
0
-
0
0
42
-
0
0
-
0
0
56
-
0
0
-
0
0
40-00-00
8-00-00
12
-
0
2
-
0
8
4-10-00
2-00-00
3-
0
2
-
0
0
1-
0
8
-
0
8
2-
0
0
-
0
0
2-
0
0
-
0
0
2-
0
0
-
0
0
2-
0
0
-
0
0
1-
0
8
-
0
0
11
-
1
1
1-
0
4
-
0
5
2-
0
0
-
0
0
2-
0
0
-
0
0
2-
0
0
-
0
8
1-
1
1
-
0
7
2-
0
0
-
0
0
2-
0
0
-
0
1
1-
0
2
-
0
4
1-
0
9
-
0
0
1-
0
0
-
1
3
2-
0
0
-
0
0
2-
0
0
-
0
0
2-
0
0
-
0
0
2-
0
0
-
0
0
2-
0
0
-
0
0
10
-
0
0
-
0
4
10
-
0
0
-
0
0
19-11-10 14-05-08 5-06-08
12
-
0
0
-
0
0
3-06-00 8-00-00 3-06-00 5-00-00 20-00-00
40-00-00
** IMPORTANT **
= INDICATES LEFT ENDAddress:30222 11th Pl S,Federal Way,WA 98023
J1182641F2
Plan:
2603/A/Dining & Cov Pat Opt/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.
5/9/2025
Estimate By:
Marco Fimbres
Summit @ Steel Lake
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
IBC 2021
Drawing Type:
Customer:Sales Rep:
Date:
Lot 10
Floor Trusses