2013 4 29 ROSEMARY BEACH PROJECT MANUAL.pdf

Anderson Engineers, P.A.
12041 – ROSEMARY BEACH OWNER’S CENTER
SECTION 033000 - CAST-IN-PLACE CONCRETE
PART 1 - GENERAL
1.01 SUMMARY
A. Section Includes:
1. Formwork for cast-in-place concrete, with shoring, bracing, and anchorage.
2. Formwork accessories.
3. Form stripping.
4. Reinforcing steel for cast-in-place concrete.
5. Cast-in-place concrete, including concrete for the following:
a. Foundations, footings.
b. Slabs on grade.
c. Equipment pads and bases.
d. Columns and beams.
e. Retaining walls.
6. Concrete curing.
B. Related Sections:
1. Unit Masonry: Division 4.
1.02 DEFINITIONS
A. Unexposed Finish: A general-use finish, with no appearance criteria, applicable to all formed
concrete concealed from view after completion of construction.
B. Exposed Finish: A general-use finish applicable to all formed concrete exposed to view and
including surfaces which may receive a paint coating (if any).
1.03 SUBMITTALS
A. Shop Drawings: Submit shop drawings for fabrication and placement of the following:
1. Reinforcement: Comply with ACI SP-66. Include bar schedules, diagrams of bent bars,
arrangement of concrete reinforcement, and splices. Show construction joints.
B. Quality Control Submittals: Submit the following information related to quality assurance
requirements specified: Design data: Submit proposed mix designs and test data before concrete
operations begin. Identify for each mix submitted the method by which proportions have been
selected.
1. For mix designs based on field experience, include individual strength test results, standard
deviation, and required average compressive strength (f’c) calculations.
2. For mix designs based on trial mixtures, include trial mix proportions, test results, and
graphical analysis and show required average compressive strength (f’c).
3. Indicate quantity of each ingredient per cubic yard of concrete.
4. Indicate type and quantity of admixtures proposed or required.
5. Test reports: Submit laboratory test reports for all testing specified.
CAST IN PLACE CONCRETE 033000-1