1. Slope or depth, span
and spacing;
2. Location of joints;
3. Required bearing widths;
4. Design loads as applicable;
5. Top chord live load
(including snow loads);
6. Top chord dead load;
7. Bottom chord live load;
8. Bottom chord dead load;
9. Concentrated loads and
their points of application as applicable;
10. Controlling wind and
earthquake loads as applicable;
11. Adjustments to lumber
and metal connector plate design value for conditions
of use;
12. Each reaction force
and direction;
13. Metal connector plate
type, size, thickness or gage, and the dimensioned location
of each metal connector plate except where symmetrically
located relative to the joint interface;
14. Lumber size, species
and grade for each member;
15. Connection requirements
for:
15.1. Truss to truss;
15.2. Truss ply to ply;
and
15.3. Field splices.
16. Calculated deflection
ratio and maximum vertical and horizontal deflection
for live and total load as applicable;
17. Maximum axial tensile
and compression forces in the truss members; and
18. Required permanent
individual truss member bracing and method per Section
2303.4.1.5, unless a specific truss member permanent
bracing plan for the roof or floor structural system
is provided by a registered design professional. Where
required by one of the following, each individual truss
design drawing shall bear the seal and signature of
the truss designer:
1. Registered design
professional; or
2. Building official;
or
3. Statutes of the jurisdiction
in which the project is to be constructed.
