JoeDirtSoCA
Geotechnical
- Jan 27, 2016
- 11
My company was hired to perform special inspection by a general contractor.
I am inspecting grade beams that tie into moment frame columns. The moment frame columns have #7 rebar welded to them. The #7 bars are to be lap spliced to the grade beam bars and the lap length is to done "per plan specs". The in-place lap distances were significantly shorter than specified on the project plans at many of these connections. In addition to noting this condition in my daily report, I let the sub-contractor and the general contractor know of this discrepancy. There was another, probably more minor, discrepancy that I also let everyone know about.
I was notified that the engineer of record for this project did a structural observation and DID NOT note the discrepancy in lap lengths. I was NOT onsite during the structural observation. I asked the GC (phone conversation) if the engineer said anything about the lap length discrepancies and was told the engineer did not. I asked the GC if the engineer of record read my daily report that detailed the discrepancy. He said he didn't think so. The engineer DID point out the other more minor discrepancy I noted and they would be OK to place concrete for the grade beams once it was corrected.
I know IBC section 1704 states: "Discrepancies shall be brought to the immediate attention of the contractor for correction. If they are not corrected, the discrepancies shall be brought to the attention of the building official and to the registered design professional in responsible charge prior to the completion of that phase of work."
Our client, the GC, seems to think that the engineer ok'd the in-place lap splice condition. Is there a possibility they didn't notice it? What the heck am I supposed to do here? I appreciate the feedback.
I am inspecting grade beams that tie into moment frame columns. The moment frame columns have #7 rebar welded to them. The #7 bars are to be lap spliced to the grade beam bars and the lap length is to done "per plan specs". The in-place lap distances were significantly shorter than specified on the project plans at many of these connections. In addition to noting this condition in my daily report, I let the sub-contractor and the general contractor know of this discrepancy. There was another, probably more minor, discrepancy that I also let everyone know about.
I was notified that the engineer of record for this project did a structural observation and DID NOT note the discrepancy in lap lengths. I was NOT onsite during the structural observation. I asked the GC (phone conversation) if the engineer said anything about the lap length discrepancies and was told the engineer did not. I asked the GC if the engineer of record read my daily report that detailed the discrepancy. He said he didn't think so. The engineer DID point out the other more minor discrepancy I noted and they would be OK to place concrete for the grade beams once it was corrected.
I know IBC section 1704 states: "Discrepancies shall be brought to the immediate attention of the contractor for correction. If they are not corrected, the discrepancies shall be brought to the attention of the building official and to the registered design professional in responsible charge prior to the completion of that phase of work."
Our client, the GC, seems to think that the engineer ok'd the in-place lap splice condition. Is there a possibility they didn't notice it? What the heck am I supposed to do here? I appreciate the feedback.