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Permit Review Detail
Review Status: Completed
Review Details: COMMERCIAL - TI
Permit Number - T14CM05272
Review Name: COMMERCIAL - TI
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 08/18/2014 | CPIERCE1 | PLUMBING-COMMERCIAL | REVIEW | Needs Review | |
| 08/18/2014 | CPIERCE1 | MECHANICAL-COMMERCIAL | REVIEW | Needs Review | |
| 08/18/2014 | CPIERCE1 | COMMERCIAL IMPACT FEE | COMMERCIAL IMPACT FEE PROCESSING | Completed | |
| 08/22/2014 | ERIC NEWCOMB | BUILDING-COMMERCIAL | REVIEW | Reqs Change | 1. SHEET A1.0; CONSTRUCTION FLOOR PLAN: THE DETAILS 6A/A1.0 AND 6B/A1.0 ARE REVERSED ON THE DETAIL. REVISE. 2. SHEET A2.0; DEMOLITION NORTH ELEVATION: IS THE KEYNOTE 8 (LOCATED NEAR GRID LINE 2) CORRECT AT THIS LOCATION? VERIFY. 3. SHEETS SPEC-1, SPEC-2, SPEC-3, AND SPEC-4: THE CITY OF TUCSON REQUIRES ALL LETTERING (UPPER AND LOWER CASE) TO BE A MINIMUM OF 3/32" IN HEIGHT. REVISE THE SPECIFICATION VERBIAGE. 4. SHEET S2.0 (ROOF FRAMING PLAN); STRUCTURAL CALCULATIONS (SHEET 23): THE CALCULATIONS INDICATE THE STUB COLUMN IS A HSS 3X3X3/16, WHILE THE FRAMING PLAN INDICATES A PIPE 3" STANDARD. CLARIFY. 5. SHEET S2.0 (FOUNDATION PLAN); STRUCTURAL CALCULATIONS (SHEET 37): THE CALCULATIONS INDICATE THE NEW FRAME FOOTINGS TO BE 4' X 8' X20" THICK. INDICATE THE FOOTING SIZE ON THE DRAWINGS. 6. SHEET S2.0; PLAN KEYNOTES: NOTE 1 INDICATES PREPARED SUBGRADE PER THE GEOTECH. THERE IS NO GEOTECHNICAL REPORT ON THIS JOB. REVISE THE NOTE. 7. SHEET S3.0 (DETAIL 103); STRUCTURAL CALCULATIONS (SHEET 37): THE CALCULATIONS INDICATE 9-#6 AND 5-#6 FOR THE FOOTING REINFORCEMENT. DETAIL 103 INDICATES #6 AT 12" O.C. EACH WAY. INDICATE ON THE DETAIL 9-#6 AND 5-#6 ARE REQUIRED (12" SPACING WILL NOT PROVIDE THE CORRECT NUMBER OF BARS). 8. SHEET S3.0; DETAIL 202: ADD NOTE 5 ON THE DETAIL. 9. GENERAL: PROVIDE WRITTEN RESPONSES TO ALL REVIEW COMMENTS. |