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Sheet No. Substation 33/11kV Drawn by: Sheet Title: Scale: NTS Date: April 6, 2017 Soran Rostam Aziz Hewa Qader Mustafa General Notes · All structural drawings should be read in conjunction with the specifications ,architectural , mechanical , plumbing , and electrical drawings. · Concrete Code : ACI Code 2005. · Reinforcement details should be according to ACI Detailing Manual 2004. · Concrete compressive strength for cubes of (15cm x 15cm x 15cm ) ,at age of (28 days), should not be less than30 (Mpa) for columns and foundations and 25(Mpa) for beams, slabs, .....etc. · Yield strength of reinforcment bars should not be less than (413 MPa) ,(Grade 60 ). · Minimum concrete cover for the reinforcement should be : A-For slabs & walls = 20 mm. B-For beams & columns = 40 mm. C-For footings = 75 mm. D-For footing on lean concrete 50= mm. · Unless otherwise noted , All the dimensions are given in meter. · Do not scale from these drawings. · These drawings are proposed drawings. List of Drawings 0
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