TOLERANCES FOR CONCRETE STRUCTURES Sample Clauses

TOLERANCES FOR CONCRETE STRUCTURES. The maximum permitted variation from the design dimension shown on the Drawings or ordered by the Engineer shall be as follows : 1. Variation from the plumb : a- In the lines and surfaces of In any storey or columns, piers, walls and 5 m maximum 10 mm arises 15 m or more 25 mm b- For exposed corner columns, construction-joint grooves, and other conspicuous 1/2 of the above amount 2. Variation from the level or from the grades indicated on the Drawings : a- In floor and beam soffits In 3 m 5 mm In any bay or 5 m maximum 10 mm In 10 m or more 20 mm b- For exposed lintels, xxxxx, parapets, horizontal grooves and other conspicuous lines 1/2 of the above amount 3. Variation of the building lines from In any bay or established position in plan and related 5 m maximum 5 mm position of columns, walls and partitions In 10 m or more 20 mm 4. Variation in the size and location of sleeves, floor openings and wall openings 10 mm 5. Variation in cross-sectional dimensions of columns and beams and in the thickness Minus 5 mm of slabs and walls Plus 5 mm 6. Footings : a- Variation of dimensions on plan Minus 10 mm Plus 10 mm b- Misplacement or eccentricity 2 percent of the footing width in the direction of misplacement but not more than 50 mm c- Reduction in thickness Minus 5 percent of specified thickness but not more than 50 mm 7. Placing of Reinforcement Steel : a- Variation of protective cover With cover up to 8 cm 5 mm 8 cm and more 10 mm b- Variation from indicated spacing, provided that average spacing and total quantity of steel are not affected 25 mm
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