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i, Verify all dimensions at job site before proceeding with work.
All concrete shall have a 28 day compressive strength of 3,000 psi. Grout
concrete for filling block cells shall have a slump of 9" plus or minus I". r Iffillilln!
Reinforcing steel shall be ASTM -615, Gr. 60 steel.
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Concrete cover for r6nforcing shall be as follows: po
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Beams & Col.
Slabs Exposed to Weather ----1
c Concrete and reWorcing shall couf onn to A.C.I. Manual of Standard Practice.
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capa6ty. Engineer or
Soil conditions ire sand and rock with 2,000 psf bearing
Architect to inspect, excavations .
before rei�rcins steel is. placed to verify soil
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conditions. Enginmt or Architect to submit letter to Buil
aprovinA existi" stria co�ditions.
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STRUCTURAL S TION
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