Roof Truss LayoutTruss Connector Total List
Manuf Product Qty
Simpson LUC26Z 1
Simpson LUS24 9
Simpson LUS26 14
GARAGE
9/12
9/12
9/12 9/12
5/12
5/12
9/12
4/12
FOLLOW ALL BRACING REQUIREMENTS
AS SPECIFIED IN THE TRUSS
ENGINEERING PACKET2x12RafterOPT. COVER PATIO
TOTAL BLOCK COUNT =83
C01 B02
C00
B00
A0
0
A0
2
A0
5
E0
0
E0
2
D00
D01
D02
M0
1
E
M0
3
M0
4
E
P02
P01E
LU
S
2
6
LU
S
2
6
LU
S
2
6
LU
S
2
6
LU
S
2
6
LU
S
2
6
LU
S
2
6
LU
S
2
6
LU
S
2
4
LU
S
2
4
LU
S
2
4
LU
S
2
4
LU
S
2
4
LU
S
2
4
LU
S
2
4
LUS24
LUS24
LUC26Z
LU
S
2
6
LU
S
2
6
LU
S
2
6
LU
S
2
6
LU
S
2
6
LU
S
2
6
E01(9)
A01(6)
A01(4)A04(6)
A03(3)
B0
1
(
6
)
M02(9)M03A(7)
D0
3
(
2
)
28
-
0
0
-
0
0
2-
0
0
-
0
0
30
-
0
0
-
0
0
10
-
0
0
-
0
0
13-06-00
28
-
0
0
-
0
0
14
-
0
0
-
0
0
2-
0
0
-
0
0
8-
0
8
2-
0
0
-
0
0
14
-
1
1
-
0
8
5-00-001-
0
0
-
0
0
1-
0
0
-
0
0
15-00-00 20-00-00
4-
0
0
-
0
0
4-
0
6
-
0
0
2-00-00
10
-
0
0
-
0
0
2-00-00
20-05-08 19-06-08
12
-
0
0
-
0
0
14-00-00
5-
0
8
13
-
0
0
-
0
8
** IMPORTANT **
= INDICATES LEFT ENDAddress:30222 11th Pl S,Federal Way,WA 98023
J1182641
Date:
Sales Rep:
Ryan KittelsonRoof Trusses
Soundbuilt NW, LLC
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.
5/12/2025
Estimate By:
Marco Fimbres
Summit @ Steel Lake
Drawing Type:
Job Number:
Finalized By:
Marco FimbresLot 10
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: