2013 4 29 ROSEMARY BEACH PROJECT MANUAL.pdf

Anderson Engineers, P.A.
12041 – ROSEMARY BEACH OWNER’S CENTER
E. Avoid rapid drying at end of curing period.
to surfaces to receive other finishes, coating, or coverings.
F. General: Comply with recommendations of ACI 347 for shoring and reshoring in multistory
construction.
G. Low-Rise Construction: Extend shoring from ground to roof.
H. Reshoring: Remove shores and reshore in a planned sequence, to avoid damage to partly cured
concrete. Locate and provide adequate reshoring to safely support work without excessive stress or
deflection.
3.10 REMOVAL OF FORMS AND SUPPORTS
A. Non-Load-Bearing Form Work: Provided that concrete has hardened sufficiently that it will not be
damaged, forms not actually supporting weight of concrete or weight of soffit forms may be removed after
concrete has cured at not less than 50 degrees F for 24 hours. Maintain curing and protection operations
after form removal.
B. Load-Bearing Form Work: Do not remove shoring and forms supporting weight of concrete, such as
beam soffits, joists, slabs, and other structural elements, until concrete has attained 75 percent of
specified compressive strength. In addition, the contractor shall have determined that the actual
compressive strength attained is adequate to support the weight of the concrete and superimposed
loads.
C. Keep reshores in place a minimum of 15 days after placing upper tier, and longer if required, until
concrete has attained 100 percent of specified compressive strength. In addition, the contractor shall
have determined that the actual compressive strength attained is adequate to support the weight of
the concrete and superimposed loads.
D. Keep supports in place until heavy loads due to construction operations have been removed.
E. Test field-cured specimens to determine potential compressive strength of concrete for specific
locations.
3.11 MISCELLANEOUS CONCRETE ITEMS
A. Fill-in: Fill in holes and openings left in concrete structures for passage of work by other trades after
such work is in place. Place such fill-in concrete to blend with existing construction, using same mix
and curing methods.
B. Equipment Bases and Foundations: Provide machine and equipment bases and foundations, as
indicated on drawings. Set anchor bolts at correct elevations, complying with diagrams or templates
of equipment
C. Manufacturer.
1. Grout base plates and foundations as indicated with nonshrink grout.
2. Use nonmetallic grout for exposed conditions, unless otherwise indicated.
3.12 CONCRETE REPAIRS
A. Perform cosmetic repairs of concrete surfaces as specified under concrete application.
B. Perform structural repairs with prior approval of the Architect for method and procedure, using epoxy
bonding systems. The Architect's approval is required for repair methods using materials other than
CAST IN PLACE CONCRETE 033000-10