Regarding discrepancies in number of bar per column cannot be accommodated and need to redesign

Date:               xxx

Ref:                 CC/269/TALA/02

To:                    TALA CONCRETE REPAIRS

Kind Attn:       Mr. Abdur Rahman

Project:           2B + G + 14+ Lower Roof Hotel Building on Plot No. 373-1297 at Al Barsha  1st, Dubai U.A.E

Subject:     Regarding discrepancies in number of bar per column cannot be accommodated and need to redesign

Dear Mr. Abdur Rahman,

With reference to the above, beams B104, B105, B106, B107 have the total 17 number of 25mm diameter bars at jacketing area for bottom side reinforcement and these 17 number of bars will be imbedded in the column also.

Please note that our column cannot accommodate 17 numbers of bars because the column is also having heavy reinforcement so the beam bars only can be fixed at space available in between the column steel only.

So, please discuss with eforce MR. Ashraf to resolve this issue and re-design the section of the beam by considering the column size and column reinforcement.

Furthermore, we are attaching photos which are self-explanatory that size of the column and number of the bars is fixed already, there is no more space after fixing the 13 number of the steel with 25mm diameter.

So, our work is under hold and issue need to be resolved immediately.

Regards,

For xxx Contracting L.L.C

xxx

General Manager