Date |
Text |
2023-01-03 07:58:59 | ****CORRECTIONS**** |
| |
| SAMANTHA HILL |
| BUILDING PLANS EXAMINER |
| [email protected] |
| |
| FBC = FLORIDA BUILDING CODE, 7TH EDITION (2020) |
| FBC B = FBC BUILDING |
| FBC EB = FBC EXISTING BUILDING |
| FBC A = FBC ACCESSIBILITY |
| FBC EC = FBC ENERGY CONSERVATION |
| |
| COMMENTS FROM PREVIOUS REVIEW NOT ADDRESSED: |
| |
| 2. FBC 107, SHOW THE PROPOSED SITE WALL AND FOUNDATION |
| RELATIVE TO THE PROPERTY LINES. - 5TH REVIEW, THERE ARE |
| THREE DETAILS - ECCENTRIC FOOTER FOR SITE WALL, FOOTER |
| FOR SITE WALL, FOOTER FOR "ENTRY PIER DETAIL". THE SITE |
| PLAN GRAPHICALLY APPEARS TO DEPICT PIERS AT THE |
| PROPERTY LINE. SINCE IT IS NOT CLEAR THAT THE FOOTINGS |
| WILL NOT ENCROACH THE PROPERTY LINE AS DRAWING, REVISE |
| THE SITE PLAN TO SHOW DETAILS PROPOSED. IT APPEARS THAT |
| AN ECCENTRIC FOOTER PIER DETAIL IS REQUIRED, OR THE |
| PIER SHOULD BE SET BACK FROM THE PROPERTY LINE IN SOME |
| LOCATIONS. |
| |
| 3. FBC R 301, PROVIDE A STRUCTURAL DETAIL FOR THE |
| PROPOSED WALL. THIS SHOULD INCLUDE WIND DESIGN |
| CRITERIA. - 5TH REVIEW, PLAN WAS REVISED TO INCLUDE |
| LANGUAGE CITING FBC 1616 FOR FENCES. NOTE THAT A WALL |
| AND COLUMNS ARE PROPOSED (A STRUCTURE), NOT A FENCE. |
| ALSO NOTE THAT THE SECTION CITED IS FOR HIGH VELOCITY |
| HURRICANE ZONE WHICH INCLUDES BROWARD AND DADE COUNTIES |
| ONLY. THERE ARE NO WIND REQUIREMENTS IN PALM BEACH |
| COUNTY (NON-HVHZ) FOR FENCES. THE PROPOSED CONSTRUCTION |
| IS NOT A FENCE, IT IS CONSIDERED A STRUCTURE, SO |
| RESISTANCE TO WIND IS REQUIRED. REVISE PLAN TO CLARIFY |
| WIND DESIGN CRITERIA FOR THE SITE WALL AND PIERS. |
| |
| |
| |
| |
| |