Permit Review Detail
Review Status: Completed
Review Details: COMMERCIAL-BLDG/FIRE/ZONING/ENG
Permit Number - T09BU01427
Review Name: COMMERCIAL-BLDG/FIRE/ZONING/ENG
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 09/25/2009 | RONALD BROWN | ADA | REVIEW | Passed | No accessibility requirements for foundation work only |
| 09/28/2009 | DAVE MANN | FIRE | REVIEW | Approved | |
| 09/28/2009 | JASON GREEN | ENGINEERING | REVIEW | Approved | |
| 09/29/2009 | STEVE SHIELDS | ZONING | REVIEW | Approved | |
| 10/14/2009 | ERIC NEWCOMB | BUILDING-COMMERCIAL | REVIEW | Denied | 1. SHEET S1.0 (CONCRETE NOTE 1); STRUCTURAL CALCULATIONS (PAGE 93): THE CALCULATION INDICATES THE CONCRETE DESIGN STRENGTH OF 3 KSI, WHILE THE NOTE ON SHEET S1.0 INDICATES THE FOUNDATION DESIGN STRENGTH OF 2500 PSI. CLARIFY. 2. SHEET S2.0; STRUCTURAL CALCULATIONS PAGE 91: THE COLUMN FOOTING AT 98-AA IS LISTED AS 7'-0"X7'-0"X1'-6" IN THE CALCULATIONS, BUT IS CALLED OUT AS F8 (6'-0"X6'-0"X1'-6") ON S2.0. VERIFY. 3. SHEET S2.0; STRUCTURAL CALCULATIONS PAGE 92: THE COLUMN FOOTING AT L-6 IS LISTED AS 9'-0"X9'-0"X2'-0" IN THE CALCULATIONS, BUT IS CALLED OUT AS F9 (7'-0"X7'-0"X1'-6") ON S2.0. VERIFY. 4. SHEET S2.0; STRUCTURAL CALCULATIONS PAGE 92: THE COLUMN FOOTING AT H-4 IS LISTED AS 9'-0"X9'-0"X2'-0" IN THE CALCULATIONS, BUT IS CALLED OUT AS F10 (8'-0"X8'-0"X1'-6) ON S2.0. VERIFY. 5. SHEET S2.0: DID NOT FIND STRUCTURAL CALCULATIONS FOR THE COLUMNS OR FOOTINGS ON GRID 8.1 (3 THUS). CLARIFY. 6. GENERAL: PLEASE PROVIDE A REFERENCE PAGE IN THE STRUCTURAL CALCULATIONS FOR THE CONTINUOUS FOOTING DESIGNS BEGINNING ON PAGE 93. THE LAYOUT ON PAGE 90 IS UNREADABLE. 7. GENERAL: THE COLUMN AND COLUMN FOOTING DESIGNS CAN TYPICALLY BE REVIEWED EASILY WHERE THE COLUMN/FOOTING FALLS DIRECTLY ON GRID LINES. COLUMNS AND FOOTINGS THAT ARE IDENTIFIED DIMENSIONALLY (COLUMN LINE 668.22 FT-24.08 FT) ARE DIFFICULT TO REVIEW. PLEASE CLARIFY. 8. GENERAL: PLEASE REVIEW THE COLUMNS AND COLUMN FOOTINGS, AND COORDINATE THE STRUCTURAL CALCULATION DESIGNS WITH THE DRAWINGS/SCHEDULES. 9. GENERAL: PROVIDE WRITTEN RESPONSES TO ALL REVIEW COMMENTS. |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 10/16/2009 | DELMA ROBEY | OUT TO CUSTOMER | Completed |
| 10/16/2009 | SUE REEVES | REJECT SHELF | Completed |