| Plan Review Notes For Permit 02061076 |
| Permit Number |
02061076 |
|
| Review Stop |
B |
| Sequence Number |
1 |
|
| Notes |
| Date |
Text |
| 2002-07-01 00:00:00 | FIRST REVIEW 7/1/02 | | | 1. SHEET, S-1 ENGINEER OF RECORD TO | | | PROVIDE STRUCTURAL ANALYSIS THAT | | | EXISTING STRUCTURE WILL SUPPORT THE | | | NEW LOADS IMPOSED BY THE BREWREY | | | WITHOUT ALTERATION OF THE EXISTING | | | BUILDING. | | | 2. SHEET, S-2 STRUCTURAL ENGINEER TO | | | CERTIFY THAT THE TOP AND BOTTOM CORDS | | | OF THE TRUSSES WILL TAKE THE NEW LOADS | | | TO BE IMPOSED. | | | 3. SHEET, E-4.03 MEZZANINE, PROVIDE | | | STRUCTURAL DESIGN FOR A MINUMIN OF 125 | | | POUNDS PER SQUARE FOOT OR IF HIGHER | | | LOADS THE THE ACTUCAL LOAD IMPOSED. | | | 4. SHEET, M-3.02 IS INDICATED AS | | | REQUIRED FOR MEZZANINE ON SHEET | | | M-2.03 SHEET NOT SUBMITTED, REQUIRED TO | | | REVIEW | | | MEZZANINE CONSTRUCTION. | | | 5. SHEET A-1.01 INDICATES TWO MECHANICAL | | | PLATFORMS INDICATE ALL STRUCTURAL | | | DESIGN FOR BOTH AND DETAIL ACCESS. | | | DESIGN FOR CODE CONFORMITY. | | | NOTE: ALL DESIGNS CERTIFICATION ARE TO | | | BE IN CONFORMITY WITH THE FLORIDA | | | BUILDING CODE. |
|
