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.
Permit Review Detail
Review Status: Completed
Review Details: 3RD PARTY REVIEW-COMMERCIAL TI
Permit Number - T03CM01801
Review Name: 3RD PARTY REVIEW-COMMERCIAL TI
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 04/28/2003 | ELAINE ROSE | ZONING | REVIEW | Needs Review | |
| 04/28/2003 | EROSE1 | ENGINEERING | REVIEW | Needs Review | |
| 04/28/2003 | EROSE1 | NPPO | REVIEW | Needs Review | |
| 04/28/2003 | STANTEC | 3RD PARTY REVIEW-COMMERCIAL | REVIEW | Denied | GENERAL: q There are no general comments to be addressed. ARCHITECTURAL: q The code check on Sheet TS1.0 and the floor are calculation on Sheet AS1.0 indicate that the area of this building is 8,776 s.f., however the site plan on Sheet AS1.0 indicates the area of the building is 9,024 s.f. (4,000 new + 5,025 existing). The area expansion calculation on Sheet AS1.0 also appears to differ. Please coordinate. STRUCTURAL: q The structural notes on Sheet S2 indicates that high strength bolts are "not applicable" however the metal building shop drawings by Mueller, Inc. indicates how A-325 high strength bolts are to be tightened and then specifies specifically the use of A-325 bolts at many of the bolted connections. Please address. It appears that a special inspection certificate is necessary for high strength bolting. ELECTRICAL: q There are no electrical comments to be addressed. |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 04/28/2003 | ELAINE ROSE | OUT TO CUSTOMER | Completed |