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300- 0 · Reinforcing steel for bond beams and vertical block cores shall be deformed bars of new billet steel complying With ASTM A 615—85 and having a minimum yield strength of

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Page 1: 300- 0 · Reinforcing steel for bond beams and vertical block cores shall be deformed bars of new billet steel complying With ASTM A 615—85 and having a minimum yield strength of
Page 2: 300- 0 · Reinforcing steel for bond beams and vertical block cores shall be deformed bars of new billet steel complying With ASTM A 615—85 and having a minimum yield strength of
Page 3: 300- 0 · Reinforcing steel for bond beams and vertical block cores shall be deformed bars of new billet steel complying With ASTM A 615—85 and having a minimum yield strength of
Page 4: 300- 0 · Reinforcing steel for bond beams and vertical block cores shall be deformed bars of new billet steel complying With ASTM A 615—85 and having a minimum yield strength of
Page 5: 300- 0 · Reinforcing steel for bond beams and vertical block cores shall be deformed bars of new billet steel complying With ASTM A 615—85 and having a minimum yield strength of
Page 6: 300- 0 · Reinforcing steel for bond beams and vertical block cores shall be deformed bars of new billet steel complying With ASTM A 615—85 and having a minimum yield strength of
Page 7: 300- 0 · Reinforcing steel for bond beams and vertical block cores shall be deformed bars of new billet steel complying With ASTM A 615—85 and having a minimum yield strength of
Page 8: 300- 0 · Reinforcing steel for bond beams and vertical block cores shall be deformed bars of new billet steel complying With ASTM A 615—85 and having a minimum yield strength of
Page 9: 300- 0 · Reinforcing steel for bond beams and vertical block cores shall be deformed bars of new billet steel complying With ASTM A 615—85 and having a minimum yield strength of
Page 10: 300- 0 · Reinforcing steel for bond beams and vertical block cores shall be deformed bars of new billet steel complying With ASTM A 615—85 and having a minimum yield strength of
Page 11: 300- 0 · Reinforcing steel for bond beams and vertical block cores shall be deformed bars of new billet steel complying With ASTM A 615—85 and having a minimum yield strength of

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