Information
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Document No.
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Audit Title
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Client / Site
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Conducted on
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Prepared by
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Location
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Personnel
Make Up and Foundation Reinforcement
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Slab thickness is correct per engineered plans (minimum 10" from lowest point)
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All poly splices are taped and all holes are sealed to ensure weatherproofing.
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Cable chairs are placed a maximum of 3' apart.
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Cables at corners are placed no closer than 6' from corner.
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Cables have sufficient tension to hold them straight and off the bottom of the beam.
Stress Foundation Cables
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Cables have been counted to ensure that all cables have been accounted for and stressed.
Float Forms
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Porches are dropped per engineered plan. Minimum of 1 1/2".
Foundation Concrete Placement
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Foundation finish is a polished power trowel finish.
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Foundation is facing the correct direction per the site plan.
Strip and Dress Foundation
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All corners and edges that may have been damaged have been repaired.
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Exposed foundation has been entirely underpinned on every side.
Rough Grade
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10" of exposed foundation is maintained. Please provide picture documentation.
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Swales are redefined and conform to drainage plan.
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Water drains properly over flatwork.
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All hand grading is complete
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There is no standing water.
Final Grade
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7" of slab minimum is exposed around the entire foundation from final grade to bottom of siding. Provide picture documentation.
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Topsoil is a good quality soil that supports landscaping growth.
Flatwork
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Sleeves were installed where needed for sprinkler and underground utilities.
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Asphalt expansion joint material is installed where flatwork joins existing flatwork.
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Patio's are 4" below finished floor of foundation and slope 1/4" per foot away from foundation.