Truss Design J1168558-1 - BID ONLY LAYOUT - TDN - 08-15-2024A03
A02
A02
A02
A02
A02
A02
A02
A02
A02
A02
A02
A02
A02
A02
A01JRA01JA
0
3
JA
0
4
JA01
JA02JRA02JA
0
3
JA
0
4
JA01
JA02
JA
0
5
JA
0
6
JA
0
6
JA
0
5
JA
0
6
JA
0
6
JA
0
6
A02
A02
LU
S
2
4
LU
S
2
4
LU
S
2
4
LU
S
2
4
6-
0
0
-
0
0
3
4
-
0
0
-
0
0
6-
0
0
-
0
0
3
4
-
0
0
-
0
0
24-00-00
24-00-00
40
-
0
0
-
0
0
40
-
0
0
-
0
0
Truss Connector Total List
Manuf Product Qty
Simpson LUS24 4
** IMPORTANT **
= INDICATES LEFT ENDAddress:105 Van Trump Ave NE,Yelm,WA 98597
J1168558-1
Date:
Sales Rep:
Tony CampainRoof Trusses
80-Phone Quote - PPTC100
Plan:
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.
8/15/2024
Estimate By:
Tyler North
Bldg
Drawing Type:
Job Number:
Finalized By:
Chance Powell
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:
MISSING PLANS
6/12 Pitch
2' OH
6' Hip Set Back
58 Vent Blocks