Laserfiche WebLink
!m <br />It) <br />-) <br />ZURQUI <br />Construction Services, Inc <br />PHONE & FAX PROJECT MANAGER I EMAIL <br />+ 305- 221 -6100 Eddy Gonzales Jr <br />+305- 221 -6110 Eddy @zurquis.com <br />American Concrete Building Code ACI 318 unless specified by the <br />governing municipality. <br />B. Concrete specifications shall comply in accordance -,i-ith, and detailed as per <br />plans as follows: <br />1. 28 Days Strength F'c = 2500 psi <br />2. Aggregate: HR <br />3. Slump: 3 -5 <br />4. Portland Cement shall conform to C -150 <br />5. Aggregate shall confonn to ASTM C -33 <br />C. All reinforcement shall confonn to ASTM A -615 grade 60. <br />D. Reinforcing steel shall be detailed, fabricated and placed in accordance with the <br />latest ACI Detailing Manual and manual of Standard Practice. <br />E. Whenever daily ambient temperatures are below 80 degrees Fahrenheit, the <br />contractor may have mix accelerators and hot water added at the batch plant (See <br />Table 1). <br />F. The contractor shall not pour any concrete when daily ambient temperature is <br />below 55 degrees Fahrenheit. <br />Temperature Range <br />% Accelerator <br />Type Accelerator <br />75 -80 degrees <br />10/0 <br />High Earl (non calcium) <br />70 -75 degrees <br />2% <br />High Earl (non calcium) <br />Below 70 degrees <br />3% <br />High Earl non calcium <br />1.09 FOOTINGS <br />A. All anchor bolts set in new concrete shall be ASTM A -307 <br />B. All anchor bolts shall be zinc plated unless specified otherwise. <br />C. Footings shall be placed in accordance with and conform to engineered <br />specifications and drawings. <br />5 <br />