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: Partial Pass
Inspection History: ENGR Engineering Final
Permit Number - TC-COM-0623-01590
Inspection Description - ENGR Engineering Final
Inspection Status - Partial Pass
| Date | Description | Inspector | Results | Comments |
|---|---|---|---|---|
| 07/15/2024 | ENGR Engineering Final | Partial Pass | Looked at the site to check for ADA compliance for the sidewalks and New ADA Ramp. Currently the Landing at the East lower end of the New Access Ramp is non-compliant for slope it exceeds the 2% maximum slope. also, in the same area as the existing roof drainage is directed on to the new landing area from above. The roof drainage needs to be redirected so that it is deposited in other locations that will not affect the pedestrian pathway, and this new access ramp. Also, the adjacent sidewalks south and west of the new ramp may have some issues that have to be addressed at a later date because they are also not compliant for the running slope grades, these exceed 5% which would require handrail for those sidewalks in those areas. | |
| 07/18/2024 | ENGR Engineering Final | Partial Pass | 1) On the west side of this building there are 2 pipes or fittings that stick out of the building and the existing grade too far into the pedestrian pathway creating trip hazards. These will either need to be removed or cut. 2) Roof drainage needs clarification or correction. The correct drain locations must be determined for the Roof Drainage Pipes, and where it may need to be relocated so that it does not deposit water within the 10-year Storm directly onto a Pedestrian Pathway. The Canopy above the ramp that will deposit water directly onto the ramp which is not allowed per our City Codes. This area will need roof gutters to transport this water to an area where it can be released so that it does not deposit water directly onto the Pedestrian Pathways. 3) The handrail extensions have not been provided on the west end of the ramp, and the extensions have not been completed on the east side of the ramp per the Code Specification. The Code that we are utilizing is ICC A 117.1–2009, section 505.10.1 Top and Bottom Extension at Ramps. For this code, the wrap around extension should be 12 inches from the last supporting post to the inside of the outer wraparound. The wraparound itself should be continuous and be welded back into the supporting member at the very end of the handrail to complete the loops as shown per this detail in the Specifications. 4) The Landing at the bottom of the Ramp does not have the correct slope and grade, they exceed the maximum percent of 2% or less in all directions. Also, the Handrail on the southside of the Ramp has been extended approximately 5 feet to the east of the ramp due to a trip hazard in the adjacent area. This Modification will require that the landing now must be started from the end of the east rail extension for 60 inches to allow for the proper change of direction as required by the code. Coordination with Department of Transportation will be required to modify these areas to conform with ADA Requirements. |