| |
| |
STANDARD
FF/FL SPECIFICATION
|
| |
A. |
Designation: |
The
floor area bounded by column lines___, ___, ___, and ___ is designated
the Random Traffic Floor. Any floor slab which comprises a portion
of the Random Traffic Floor is designated a Random Traffic Slab. |
| |
B. |
Local
Flatness/Levelness: |
Except
as set forth in Paragraph D below, the Random Traffic Floor
shall conform to the following minimum F-number requirements:
Specified overall values: OAFF- X / OAFL- 3X/5
Minimum local values: MLFF- 3X/5 / MLFL- 9X/25
|
| |
C. |
General
Conformity to Design Grade: |
Except
as set forth in Paragraph D below, the entire Random Traffic
Floor shall fall within +- 3/4" of its specified elevation. |
| |
D. |
Exceptions: |
Both
the overall and minimum local FL levelness tolerances set forth
in Paragraph B above shall not apply to any Random Traffic Slab
that is to be inclined or cambered. Similarly, no FL levelness
tolerances will be applied to any unshored elevated construction.
The general conformity to design grade tolerance set forth in
Paragraph C above will apply to unshored elevated slab constructions,
but in all such cases, the tolerance will be increased to + or
- 1-1/2". |
| |
E. |
Testing: |
All
floor flatness, levelness, and grade conformity tests shall be
made at the owner's expense on each newly installed Random Traffic
Slab within 8 hours after completion of the final troweling operation.
FF and FL tests shall be made by a factory certified technician
in accordance with ASTM E1155 (latest revision) using an "F-Meter" or "D-Meter" as
manufactured by Allen Face & Company of Wilmington, NC. Grade
conformity tests shall be made using either an optical or laser
level. Results of all floor tolerance tests - including a formal
notice of acceptance or rejection of the work - shall be provided
to the contractor within 12 hours after testing. Failure to adhere
to the testing and reporting requirements set forth in this paragraph
shall constitute de facto acceptance of work. |
| |
NOTE: |
Weekends
and holidays shall be ignored when computing specified testing
and reporting deadlines. |
| |
F. |
Remedy
for Out-of-Tolerance Work: |
The
entire Random Traffic Floor shall be subdivided into Minimum
Local Floor Sections bounded either by the column and half-column
lines, or the construction and control joints, whichever subdivision
yields the smaller areas. |
| |
All
Minimum Local Floor Sections measuring at or above the specified
MLFF and MLFL numbers shall be accepted for F-number compliance
as constructed. All Minimum Local Floor Sections which fail
to meet or exceed both specified minimum local F-numbers shall
be removed and replaced (in the case of slabs-on-grade), or
ground and/or retopped (in the case of elevated slabs). No
remedies for defective Minimum Local Floor Sections other than
removal and replacement of slabs-on-grade, and grinding and/or
retopping of elevated slabs will be permitted.
If the entire Random Traffic Floor, when completed, fails to meet or
exceed both the specified OAFF-number and OAFL-number, then the contractor
shall rebate to the owner an amount equal to:
$1.00 *
|
(aggregate
sq. ft. measuring below Specified OAFF)
*
(Specified OAFF / Measured OAFF) |
$1.00 *
|
(aggregate
sq. ft. measuring below Specified OAFL)
*
(Specified OAFL
/ Measured OAFL) |
whichever
is the greater amount. The aggregate defective square footages
to be used in the above formulae shall be
calculated using the "F-Number
Project Management" procedure published by:
Allen
Face & Company, L.L.C.
2725 Old Wrightsboro Rd. (12-5)
Wilmington, NC 28405
Tel 910-763-4501
Fax 910-763-4502
DOWNLOAD WORD DOCUMENT
|