| Plan Review Stops For Permit 13030090 |
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
1 |
Status |
F |
Date |
2013-03-05 |
|
|
Cont ID |
|
| Sent By |
shill |
Date |
2013-03-05 |
Time |
10:57 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2013-03-05 |
Time |
10:57 |
Sent To |
|
|
| Notes |
| 2013-03-05 12:55:58 | ****CORRECTIONS**** | | | SAMANTHA HILL, BUILDING PLANS EXAMINER | | | 561-805-6724 [email protected] | | | FBC FLORIDA BUILDING CODE 2010 | | | FBC R FLORIDA BUILDING CODE 2010 RESIDENTIAL | | | | | | 1. INDICATE WHICH APPROVED ASSEMBLY IS PROPOSED. | | | | | | 2. PROVIDE BUILDING HEIGHT SO DESIGN PRESSURES CAN BE | | | DETERMINED, FBC R 301. | | | | | | 3. IF THE BUILDING HAS A MEAN ROOF HEIGHT OF 15', WORST | | | CASE DESIGN PRESSURE IS -95.7. THE ASSEMBLIES ON PAGES | | | 22 AND 23 OF THE NOA MEET THIS PRESSURE. IF ANOTHER | | | ASSEMBLY IS PROPOSED, PLEASE PROVIDE CALCULATIONS FOR | | | THE ENHANCED FASTENING, SEE GENERAL LIMITATION #7 ON | | | THE LAST PAGE OF THE NOA. CALCULATIONS ARE TO BE | | | PREPARED BY AN ARCHITECT, ENGINEER, OR REGISTERED ROOF | | | CONSULTANT PER NOA LIMITATIONS. FBC R 301. | | | | | | 4. VALUE HAS BEEN ADJUSTED PER MARSHALL & SWIFT, FBC | | | 109. | | | | | | 5. PROVIDE A PLAN SHOWING WHICH PORTION OF THE ROOF IS | | | TO BE REPLACED. | | | | | | | | | |
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