First off I usually don't perform the inspections. I am in the office most of the day and have a inspector that takes care of the inspections. He took three days off so I am performing the inspections.
Foundation inspection on Monday. Here are my comments in general.
1. Conduit in beam must be secured away from beam steel. (the electrician had thrown a piece of conduit for an island in the beam at the last minute and it was laying in the bottom of the beam on top of the beam steel)
2. Protect PEX and PVC where passing through a beams. (PEX and PVC not wrapped or protected)
3. Beam steel cannot be in contact with PEX. (self explanatory)
4. Remove debris from all beams. (the pad had caved in in several places covering up the beam steel)
5. Beam steel is in contact with the forms at the back of the building. (the beam steel was up tight against the brick ledge form board. If left like this when the forks were removed about 10 feet of steel would have been showing)
6. Pad to high on the south east corner. (string line indicated only 2" of concrete...I figured this is why the steel was in contact with the form in the back)
7. Plastic draped over beam steel in bottom of beam.
There were a other things that needed fixing that I just put a "general" comment about. Steel not supported properly various places.
Reinspection called for Tuesday.
1. Conduit in beam must be secured away from beam steel. (they relocated the conduit from the bottom of the beam and zip tied it to the beam steel in the top of the beam)
2. Beam steel cannot be in contact with PEX. (self explanatory)
3. Remove debris from all beams. (still several places where dirt was covering up the beam steel)
4. Beam steel is in contact with the forms at the back of the building. (Still the same)
5. Plastic draped over beam steel in bottom of beam.
$45 reinspection fee due. Oh.....the engineer had left a green tag specifying everything was okay to pour.
Reinspection called for Wednesday.
Builder was there, concrete contractor was there. there were still a few places that had problems but they fixed them while I was there.
Imagine them telling my inspector that I was picky! The engineer told the builder I was nit picking! The builder was asked my permit tech when the "regular" inspector was going to be back. I informed the builder the "regular" inspector and I were going to have a heart to heart talk about how we have performing our inspections!
This contractor is normally a good contractor. I feel it is our departments’ fault that we have allowed this contractor's quality to become less than what they were in the past.
I feel we owe it to the public to provide this type of "picky" inspection.
I'm proud to be categorized as a picky inspector!
Foundation inspection on Monday. Here are my comments in general.
1. Conduit in beam must be secured away from beam steel. (the electrician had thrown a piece of conduit for an island in the beam at the last minute and it was laying in the bottom of the beam on top of the beam steel)
2. Protect PEX and PVC where passing through a beams. (PEX and PVC not wrapped or protected)
3. Beam steel cannot be in contact with PEX. (self explanatory)
4. Remove debris from all beams. (the pad had caved in in several places covering up the beam steel)
5. Beam steel is in contact with the forms at the back of the building. (the beam steel was up tight against the brick ledge form board. If left like this when the forks were removed about 10 feet of steel would have been showing)
6. Pad to high on the south east corner. (string line indicated only 2" of concrete...I figured this is why the steel was in contact with the form in the back)
7. Plastic draped over beam steel in bottom of beam.
There were a other things that needed fixing that I just put a "general" comment about. Steel not supported properly various places.
Reinspection called for Tuesday.
1. Conduit in beam must be secured away from beam steel. (they relocated the conduit from the bottom of the beam and zip tied it to the beam steel in the top of the beam)
2. Beam steel cannot be in contact with PEX. (self explanatory)
3. Remove debris from all beams. (still several places where dirt was covering up the beam steel)
4. Beam steel is in contact with the forms at the back of the building. (Still the same)
5. Plastic draped over beam steel in bottom of beam.
$45 reinspection fee due. Oh.....the engineer had left a green tag specifying everything was okay to pour.
Reinspection called for Wednesday.
Builder was there, concrete contractor was there. there were still a few places that had problems but they fixed them while I was there.
Imagine them telling my inspector that I was picky! The engineer told the builder I was nit picking! The builder was asked my permit tech when the "regular" inspector was going to be back. I informed the builder the "regular" inspector and I were going to have a heart to heart talk about how we have performing our inspections!
This contractor is normally a good contractor. I feel it is our departments’ fault that we have allowed this contractor's quality to become less than what they were in the past.
I feel we owe it to the public to provide this type of "picky" inspection.
I'm proud to be categorized as a picky inspector!