HomeMy WebLinkAboutFloor Truss LayoutStart of 19.2" O.C. Layout
18" Deep Floor Trusses
Truss Connector Total List
Manuf Product Qty
Simpson HUC46 2
Simpson LUC26Z 1
Simpson LUS24 5
Simpson LUS26-2 1
Simpson LUS46 13
3.5"X13.5" BEAM UP
TOP CHORD BEARING
5.5"X16.5" BEAM DOWN
1.75" LVL RIM
3.5"X15" BEAM UP
TOP CHORD BEARING
BEAM DOWN
STAIRWELL
OPEN
4X12 BEAM UP
4X
1
2
B
E
A
M
U
P
ALTHOUGH EVERY EFFORT HAS BEEN MADE TO
AVOID PLUMBING DROPS IN THE PLACEMENT
OF TRUSSES ON THIS LAYOUT, THE CONTRACTOR
SHOULD VERIFY ALL DRAIN LOCATIONS.
FOR BIDDING ONLY
LAYOUT FOR VERIFICATION & PRICING
GARAGE
LUS46
LUS46 LUS24
ZF1 ZF1 ZF1 ZF1 ZF1 ZF1 ZF1 ZF1 ZF1 ZF1
ZF1 ZF1 ZF1 ZF1 ZF1 ZF1 ZF1 ZF1 ZF1 ZF1
ZF1 ZF1 ZF1 ZF1 ZF1 ZF1
F1
0
F0
7
F1
7
F1
8
F1
2
F1
2
F1
5
F1
6
F1
6
F0
5
F0
6
F0
6
T0
1
T02
F0
1
F0
8
F0
3
F1
4
F1
3
F1
9
HU
C
4
6
LUS26-2
HU
C
4
6
LU
C
2
6
Z
90
F09(7)
F11(6)
F12(3)
F02(7)
F04(7)
3-00-00
1-06-00
15
-
0
6
-
0
0
1
2
-
0
9
-
0
8
2
5
-
0
2
-
0
8
2-00-00
60
-
0
0
-
0
0
4-
0
6
-
0
0
3
-
0
6
-
0
0
2
4
-
0
9
-
0
8
1
7
-
0
2
-
0
8
1
0
-
0
0
-
0
0
60
-
0
0
-
0
0
21-06-00 8-06-00
30-00-00
13-00-00 17-00-00
30-00-00
20
-
0
0
-
0
0
3-00-084-02-08
11-00-00 10-06-00
12
-
0
5
-
0
0
**
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T
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I
N
D
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A
T
E
S
L
E
F
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N
D
Address:Orting,WA 98360
Date:
Sales Rep:
Ryan KittelsonFloor Trusses Soundbuilt NW, LLC
Plan:
2612/A/Gar LT
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.
11/11/2025
Estimate By:
William Allen
Rainier Meadows
M-2196
Job Number:
Finalized By:
William Allen
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: