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: STEM WALL/RETAINING WALL
Permit Number - T07BU00593
Inspection Description - STEM WALL/RETAINING WALL
Inspection Status - Approved
| Date | Description | Inspector | Results | Comments |
|---|---|---|---|---|
| 06/04/2007 | STEM WALL/RETAINING WALL | Approved | IVRS - Inspection :* SPECIAL CONDITIONS #2 SPECIAL INSPECTION FOR STRUCTURAL MASONRY PER U.A.C SEC 306 REPORTS PROVIDED ON SITE |
|
| 06/01/2007 | STEM WALL/RETAINING WALL | Partial Approval | IVRS - Inspection :* NOTE: REMOVE VERTICAL REBAR ON TOP OF WALL AND PROVIDE SOLID CAP TO PREVENT CORROSION TRANSFER WHEN THE MASONRY REINFORCING IS EXPOSED TO WEATHER. PROVIDE WALL DRAIN SYSTEM (G.SERIES DRAINAGE COMPOSITES) IN ACCORDANCE WITH REQ. PRIOR TO COVERING OR CONCEALING, FILL OR OTHER. |
|
| 05/25/2007 | STEM WALL/RETAINING WALL | Partial Approval | IVRS - Inspection :* EAST WALL @ 5'6" BOND BEAM WITH #5 HORIZONTAL REINFORCING RE-BAR OK TO GROUT |
|
| 05/18/2007 | STEM WALL/RETAINING WALL | Partial Approval | IVRS - Inspection :* OK TO GROUT FIRST 4 COURSES OF CMU RTW NOTE: BOND BEAM W/#5 BAR HORIZ. CONT. PROVIDED SPECIAL INSPECTOR MUST VERIFY SETUP OF BAR AT LEAST COMPLETELY EMBEDDED IN GROUT 3/4" AT 1 1/2 OF COVER VERTICAL REINFORCING #5 @ 8" O.C PROVIDED RFI BY ENGINEER OK DRAIN SYSTEM OK BY ENGINEER, LETTER PROVIDED MUST REQ. SPECIAL INSPECTION PRIOR TO GROUT AND HAVE REPORT IN COMPLIANCE (SPECIAL INSP) AFTER GROUT BUILD THE NEXT COURSES WITH THE REINFORCING ADDRESSES ON APPROVED PLANS AND REQ. C.T.O INSPECTION PRIOR TO GROUT. |
|
| 05/10/2007 | STEM WALL/RETAINING WALL | Denied | IVRS - Inspection : See detailed listing on site.| 999* 1. PROVIDE REBAR ON TOP OF 12" CMU, APPROVED PLANS CALL FOR BOND BEAM WITH #5 BAR HORIZONTAL AT 2'8" OF 12" W CMU 2. VERTICAL REBAR #5 @ 8" O.C (C) PROVIDE REFERENCE FOR INFORMATION STAMPED BY ENGINEER REGARDING DOWELS INSTEAD REBAR FROM FOUNDATION 3. INFORMATION FOR GEOCOMPOSITE WALL DRAIN SYSTEM NEED TO BE APPROVED BY ENGINEER, PROVIDE LETTER FOR APPROVATION. |
|
| 05/03/2007 | STEM WALL/RETAINING WALL | Denied | IVRS - Inspection : See detailed listing on site.| 999* NOTE: 1. PROVIDE LETTER STAMPED BY ENGINEER AND DSD CITY OF TUCSON REGARDING REBAR COVER WITHOUT INSPECTION AND USE A MORTAR INSTEAD OF GROUT. 2. VERIFY DETAIL OF 2ND VERTICAL REBAR REPLACEMENT 3. PROVIDE MANUFACTURER'S INSTALLATION PROCEDURES FOR WALL DRAIN SYSTEM. 4. PROVIDE SPECIAL INSPECTION REPORT AS WELL AS CONFIRMATION OF REBAR COVERED W/O INSPECTION 5. OR REMOVE WORK COVER WITHOUT INSPECTION VERIFY APPROVED PLANS FOR COMPLIANCE. |
|
| 04/30/2007 | STEM WALL/RETAINING WALL | Denied | IVRS - Inspection : See detailed listing on site.| 999* 1. MUST CALL FOR INSPECTION PRIOR TO COVERING OR CONCEALING WORK SECT. 109.1 IBC 2. PROVIDE SPECIAL INSPECTION FOR STRUCTURAL MASONRY REQUIRED PER U.A.C SECTION 306 (SPECIAL CONDITIONS ON PERMIT) 3. NOT APPROVED FOR GROUT, MUST PROVIDE CORRECT REINFORCING IN PLACE AND SPECIAL INSP. REPORT 4. POSSIBLE MORTAR ON CELLS, PRIOR TO GROUTING, THE GROUT SPACE SHALL BE CLEAN SO THAT ALL SPACES TO BE FILLED WITH GROUT DO NOT CONTAIN MORTAR OR OTHER FOREIGN MATERIAL. GROUT SHALL BE PLACED SO THAT ALL SPACES DESIGNATED TO BE GROUTED SHALL BE FILLED WITH GROUT. |