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: COMMERCIAL - BLDG/FIRE/ZONING/ENG
Permit Number - T14CM05174
Review Name: COMMERCIAL - BLDG/FIRE/ZONING/ENG
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 09/02/2014 | ERIC NEWCOMB | BUILDING-COMMERCIAL | REVIEW | Reqs Change | 1. SHEET S1.1; GENERAL STRUCTURAL NOTES (STRUCTURAL STEEL); STRUCTURAL CALCULATIONS (PAGE 1): THE CALCULATIONS INDICATE BOLTS TO BE ASTM A325, WHILE SHEET S1.1 INDICATES ASTM A-307 BOLTS. CLARIFY. 2. SHEET S5.0 (DETAIL 1); STRUCTURAL CALCULATIONS: NO CALCULATIONS WERE LOCATED FOR THE UPPER OR LOWER CONNECTOR PLATES OR THEIR ANCHORAGE TO THE CAST IN PLACE CONCRETE. PROVIDE. 3. SHEET S5.0 (CONNECTION DETAIL 2); STRUCTURAL CALCULATIONS (PAGE 11): THE CALCULATIONS INDICATE A 14' X 4" X 1/2" PLATE. WHICH CONNECTION PLATE IS THIS FOR? THE CALCULATIONS INDICATE IT IS FOR THE NEW COLUMN CONNECTION TO THE EXISTING CONCRETE. CLARIFY. 4. SHEET S5.0; DETAIL 1: INDICATE ON THE DETAIL THE WELD REQUIRED FOR THE TUBE COLUMN TO THE CONNECTOR PLATES (UPPER AND LOWER). PROVIDE A CALCULATION FOR THAT WELD AT EACH PLATE. 5. SHEET S5.0; DETAIL 1: THE LOWER CONNECTOR PLATE INDICATES (2) 4" X 4" X 1/2". SHOULD THIS BE A SINGLE PLATE? VERIFY. 6. SHEET S5.0; CONNECTION DETAIL 2: THE BRACKET ELEVATION INDICATES A 11" X 1'-7" PLATE, WHILE THE WALL SECTION INDICATES A 17" X 11" PLATE. WHICH CONNECTION PLATE IS THIS FOR? THE CALCULATIONS INDICATE IT IS FOR THE NEW COLUMN CONNECTION TO THE EXISTING CONCRETE. CLARIFY. 7. GENERAL: PROVIDE WRITTEN RESPONSES TO ALL REVIEW COMMENTS. |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 09/11/2014 | CPIERCE1 | REJECT SHELF | Completed |