| Plan Review Notes For Permit 19050536 |
| Permit Number |
19050536 |
|
| Review Stop |
B |
| Sequence Number |
1 |
|
| Notes |
| Date |
Text |
| 2019-05-20 10:04:17 | MET ON THE PROJECT WITH ALL PERSONNEL INVOLVED WITH THE | | | PROPOSED DE-STRESSING AND REMOVAL OF THE (4) POST | | | TENSION TENDONS LOCATED UNDER THE 18TH FLOOR SLAB. | | | THESE EXPOSED TENDONS WERE ENGINEERED AND INSTALLED TO | | | SUPPORT ADDITIONAL LOADS AT MID-SPANS OF THE STRUCTURAL | | | COLUMNS. THE FOLLOWING WAS DISCUSSED: | | | | | | 1) A QUALIFIED STRUCTURAL ENGINEER SHALL SUBMIT AN | | | EVALUATION AND CALCULATIONS OF THE EXISTING CONDITION | | | OF THE CONCRETE FLOOR SLABS OF THE 17TH AND 18TH | | | LEVELS. | | | | | | 2) IF REQUIRED BY THE STRUCTURAL ENGINEER, SHORING AND | | | RESHORING SHALL BE INSTALLED WITHIN THE WORK AREA AS | | | INDICATED ON THE PLAN. A SHORING ENGINEER SHALL PROVIDE | | | THE DESIGN OF THE SHORING/RESHORING INSTALLATION. | | | | | | 3) THE EXTERIOR INFILL WALLS AND GLAZING SHALL BE | | | PROTECTED PRIOR TO PERFORMING ANY DE-STREEING | | | PROCEDURES. | | | | | | 4) ALL AFORE-MENTIONED DOCUMENTATION SHALL BE | | | SUBMITTED, REVIEWED, AND APPROVED PRIOR TO ISSUING THE | | | PERMIT. |
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