This section defines the requirements and limitations for the design, construction, erection, and removal of concrete formwork.
There will be no separate measurement or payment for work performed under this section unless otherwise shown on the Bid Form.
(Ordinance 2007-106, App. B, adopted 3/20/07)
The applicable provisions of the following standards shall apply as if written here in their entirety:
ACI 347 American Concrete Institute, “Recommended Practice for Concrete Formwork”
All formwork shall be designed for the loads, lateral pressure, and allowable stresses described in the reference standard (ACI 347) and the applicable requirements of local building codes.
The maximum allowable deflection for concrete surfaces exposed to view is 1/240 of the span between structural members.
(Ordinance 2007-106, App. B, adopted 3/20/07)