question ..
CMST 102
Cast-in-Place Drawings (Building & Site)
Corporate Center II
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1. How many interior spread (independent) footings? What is the size of footing C-5 and reinforcing requirements?
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2. Maximum depth of the turned down slab footing and if depth exceeds 2 feet, what reinforcing is required?
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3. Thickness of slab on grade, strength of concrete and reinforcing requirements?
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4. What is depth of the brick ledge at continuous footing?
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5. Where are additional #5 top bars required (use column location references)
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6. What is size of continuous footing? What size and spacing for additional reinforcing?
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7. Thickness of elevated slab concrete, reinforcing requirements, and what must be installed before pouring elevated slab along column line D?
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8. What is the purpose of using drop footings as part of building foundation?
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9. What is required reinforcing cover for footings?
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10. Where do you provide isolation joints and what is their orientation?
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11. Where would thickened slab conditions be required and what is the additional thickness?
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12. What is the size of the sump at the elevator pit?
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13. What is the spacing of slab control joints?
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14. What is thickness and strength of pavement concrete?
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15. What is the strength of Class A concrete for bottom of catch basin?
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16. What is the surface finish for wheelchair ramps?
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