HomeMy WebLinkAboutRoof Truss LayoutTruss Connector Total List
Manuf Product Qty
Simpson HUS26 4
Simpson LUS24 4
Simpson LUS24*5
126 2x4 vent Blocks
All truss-to-truss connections are nailed U.N.O
LUS24
FOR BIDDING ONLY
LAYOUT FOR VERIFICATION & PRICING
GARAGE
M0
6
M0
3
M0
7
J2
1
J2
1
6/
1
2
90 90
90
4/
1
2
906/
1
2
M05(5)M04(5)
M08(4)
J22(14)
JR04 JR04
J0
8
J0
8
J0
9
J1
0
J0
9J16
J17
J19
J20
B16
B15
B14
B13
B12
B11
B10
B17
JR01 JR01
J0
1
J0
2
J0
1
J0
2
J0
3
J0
4
J0
5
J0
6
J0
7
J0
3
J0
4
J0
5
J0
6
J0
7
J16
J17
J18
J16
J17
J18
JR03
J1
1
J16
B02
B03
B04
B05
B06
B07
B08
B01
JR02J0
1
J0
2
J0
3
J0
4
M0
1
J16
J17
J18
HU
S
2
6
A01
M0
2
J1
2
J1
3
J1
4
J1
5
A02
A03
A04
B09
B09
LU
S
2
4
HU
S
2
6
No Soln.
LU
S
2
4
LU
S
2
4
LU
S
2
4
6/12
6/12
6/126/12
4/
1
2
4/
1
2
4/
1
2
4/
1
2
5-
0
0
-
0
0
55
-
0
0
-
0
0
1-06-00
3-
0
6
-
0
0
5
0
-
0
0
-
0
0
55
-
0
0
-
0
0
11-00-00 10-06-00 8-06-00
30-00-00
30-00-00
8-
0
0
-
0
0
8-
0
0
-
0
0
3-00-00
2-00-00
** IMPORTANT **
= INDICATES LEFT ENDAddress:
M-2196
Date:
Sales Rep:
Ryan KittelsonRoof Trusses Soundbuilt NW, LLC
- 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
Drawing Type:
Finalized By:
William Allen
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
Blocking panels (if included) are not intended to be used to set truss spacing, these accessory items should be trimmed to fit on site
Customer:
Job Name:
Job Number:
Plan:
2612/A/Gar LT