the second sentence.
For design-bid-build projects, delete the first
bracketed sentence. Include the second bracketed
option in the second sentence. Determine the
required wind uplift resistance based on ASCE 7 wind
loading calculations or applicable building code
requirements. Insert calculated loads in the
bracketed spaces provided or on roof plan drawings.
Incorporate the following safety factors in
calculating loads to be resisted:
Structure:
2
Single fasteners:
3
Two or more fasteners:
2.25
For all projects, on drawings indicate the boundary
dimensions, or zones, for perimeter, corner, and
ridge areas where higher wind loads apply.
Where non-rated systems may be permissible, include
the bracketed option at the end of the paragraph.
**************************************************************************
[The required uplift resistance of the roof assembly shall be calculated in
accordance with [ASCE 7][_____ Building Code requirements]. Metal roof
panel assembly shall resist [the calculated loads incorporating appropriate
safety factors and including increased loads in perimeter and corner
areas.][the following wind loads as determined by [ASCE 7] [_____Building
Code] with a factor of safety appropriate for the material holding the
anchor:
Negative
Positive
[_____kg/m2 (
[_____kg/m2 (
a.
At eaves
psf)]
psf)]
[_____kg/m2 (
[_____kg/m2 (
b.
At rakes
psf)]
psf)]
[_____kg/m2 (
[_____kg/m2 (
c.
At ridge
psf)]
psf)]
[_____kg/m2 (
[_____kg/m2 (
d.
At building corners
psf)]
psf)]
[_____kg/m2 (
[_____kg/m2 (
e.
At central areas
psf)]
psf)]]
The roof assembly shall be tested in accordance with [ASTM E 1592][UL 580]
to resist the [calculated][specified][indicated] loads. Non-tested
assemblies shall not be installed[, except as approved by the Contracting
Officer. Provide wind load calculations and submit engineering
calculations and substantiating data to validate wind resistance of any
non-tested assembly].]
1.2.2.1
Performance Requirements
The installed roof assembly shall be watertight, conform to the roof slope,
and resist the uplift pressures [calculated][specified][indicated]. The
Contractor shall furnish a commercially available roofing system which
satisfies all specified requirements.
SECTION 07412
Page 7