| Date |
Text |
| 2008-10-10 15:38:48 | ****CORRECTIONS**** |
| | ****MECHANICAL EQUIPMENT**** |
| | |
| | SAMANTHA HILL, BUILDING PLANS EXAMINER |
| | 561-805-6724 [email protected] |
| | |
| | FBC FLORIDA BUILDING CODE 2004 |
| | FBC EB FLORIDA BUILDING CODE 2004 EXISTING BUILDING |
| | CODE |
| | FBC R FLORIDA BUILDING CODE 2004 RESIDENTIAL |
| | FBC* CITY OF WEST PALM BEACH AMENDMENTS TO THE FBC2004 |
| | FAC FLORIDA ADMINISTRATIVE CODE |
| | FS FLORIDA STATUTE |
| | |
| | 1. A SEAL ACCEPTABLE TO THE BOARD IS TO BE USED, |
| | FAC61G15-23.001. |
| | |
| | 2. ALL INFORMATION REQUIRED BY FAC61G15-23.002 IS TO BE |
| | INCLUDED (CERTIFICATE OF AUTHORIZATION). |
| | |
| | 3. SHOP DRAWING REVIEW REQUIRED BY STRUCTURAL ENGINEER, |
| | FAC61G31. |
| | |
| | 4. SEE SHEET S1; STRUCTURAL ENGINEER HAS DECLARED THIS |
| | JOB AS EXPOSURE C AND SPECIFIED DESIGN CRITERIA AS |
| | SUCH. PLEASE REVISE. |
| | |
| | 5. C&C PRESSURES FOR ZONE 5 WALL AND ZONE 1 ROOF WERE |
| | USED. PLEASE EXPLAIN WHY THIS WOULD BE ZONE 1; |
| | SHOULDN'T THIS STRUCTURE BE ANALYZED AS A BUILDING, |
| | WHICH WOULD INCLUDE BOTH ZONES 2 AND 3 FOR THE ROOF? |
| | NORMALLY EACH ROOF SECTION AT DIFFERENT ELEVATIONS |
| | WOULD BE TREATED AS INDIVIDUAL ROOFS; PLEASE EXPLAIN |
| | REASONING AS IT APPEARS THAT THIS STRUCTURE IS BEING |
| | TREATED AS A PART OF THE ROOF ALTHOUGH IT IS HIGHER |
| | THAN THE ROOF OF THE BUILDING. THE STRUCTURAL ENGINEER |
| | HAS SPECIFIED BUILDING DESIGN PRESSURES OF -42.7, |
| | -71.7, AND -107.7 FOR C&C ZONES 1,2,3 RESPECTIVELY. THE |
| | ROOF OF THE MECHANICAL EQUIPMENT WAS ANALYZED FOR A |
| | ROOF NEGATIVE PRESSURE OF -35.3. PLEASE FEEL FREE TO |
| | CONTACT ME. |
| | |
| | 6. NUMBER OF SCREWS ANALYZED WITH NO INFORMATION |
| | REGARDING THE STRUCTURE, HINGES, DOOR LATCH, RAIN HOOD, |
| | ETC. PLEASE PROVIDE AN ANALYSIS OF THE COMPONENTS OF |
| | THE STRUCTURE; ONLY SCREWS PROVIDED. FBC M 301.13, FBC |
| | 1609. |
| | |
| | |
| | |
| | |
