| Plan Review Notes For Permit 03040745 |
| Permit Number |
03040745 |
|
| Review Stop |
B |
| Sequence Number |
1 |
|
| Notes |
| Date |
Text |
| 2003-04-24 00:00:00 | THE FOUNDATION PLAN ON SHEET 401 OF THE | | | AHREN'S PLANS DOES NOT AGREE WITH THE | | | ANCHOR BOLT PLACEMENT PLAN ON THEUSA | | | SHEET F1 OF 2.HAS THE ARCHITECT | | | REVIEWED THE USA PLAN? | | | | | | PROVIDE A CONSTRUCTION DETAIL FOR THE | | | ANCHOR BOLT PLATES TO BE LOCATED ON THE | | | 6' HIGH MASONRY WALL. | | | | | | PROVIDE COMPLETE STRUCTURAL | | | CALCULATIONS FOR THE FOUNDATION AND | | | MASONRY WALL SYSTEM. FBC 104.2 | | | | | | PROVIDE THE SPECIFICATIONFOR THE | | | REINFORCED MASONRY.SEE FBC 2103.1. | | | | | | THE USA CALCULATIONS DECLARE ALLOWABLE | | | DEFLECTIONS TO USA/MBMA STANDARDS. THE | | | CALCULATIONS MUST ALSO COMPLY WITH FBC | | | 1610. | | | | | | SEE ALSO FBC 1609 AND ALLOWABLE LOAD | | | REDUCTIONS. |
|
