Microfiche records prior to 2006 have not been completely digitized and may not be available yet on PRO. If you can not find what you are looking for please submit a records request.
Inspection History Details
Inspection Status: Approved
Inspection History: EXCAVATION/LAYOUT REBAR & ZON
Permit Number - T18CM02786
Inspection Description - EXCAVATION/LAYOUT REBAR & ZON
Inspection Status - Approved
| Date | Description | Inspector | Results | Comments |
|---|---|---|---|---|
| 10/31/2018 | EXCAVATION/LAYOUT REBAR & ZON | Approved | OK to pour | |
| 10/12/2018 | EXCAVATION/LAYOUT REBAR & ZON | Correction Required | Footings to be 12" wide and 12" deep below the natural grade at the exterior of the forms. Dig out below the west slab pour to create 12" footing below natural grade as mentioned. The slab is not a footing and does not have a footing as required for the new addition. Rebar splices are typically 40 Bar Diameters or 20" in each direction of the CL-Center Line of a juncture. Lay on splice bar can be 40 inches long and 20" each way of opposing rebar juncture. Dobies can be purchased with tie wire in many sizes, your project could use 2" and 3" Dobies. See plan for underlayment and aggregate. Slab grades typically have 4ML visqueen over slab area dirt with sand on top. Lisa-Homeowner-(520) 850-6804 |
|
| 10/02/2018 | EXCAVATION/LAYOUT REBAR & ZON | Correction Required | Footings to be 12" wide and 12" "below natural grade." Deepen all footings and recall inspection. | |
| 09/28/2018 | EXCAVATION/LAYOUT REBAR & ZON | Correction Required | No plans on site for inspection |