| Plan Review Notes For Permit 16040833 |
| Permit Number |
16040833 |
|
| Review Stop |
B |
| Sequence Number |
6 |
|
| Notes |
| Date |
Text |
| 2017-03-22 15:59:54 | ****CORRECTIONS**** | | | | | | SAMANTHA HILL | | | BUILDING PLANS EXAMINER | | | [email protected] | | | 561-805-6724 | | | | | | FLORIDA BUILDING CODE, BUILDING 5TH EDITION (2014) | | | SECTION 1609: | | | | | | 1. CALCULATIONS ARE FOR 20% SOLID SURFACE. PLANS ARE | | | FOR 75% OPEN; REVISE SO THE TWO ARE CONSISTENT. (DESIGN | | | CRITERIA HAS CHANGED FROM 80% OPEN TO 75% OPEN SINCE | | | PREVIOUS REVIEW, COMMENTS REVISED TO REFLECT THE NEW | | | DESIGN CRITERIA). | | | | | | 2. SEE PREVIOUS LIST REGARDING WIND DIRECTION: THE | | | PROPOSED GATE IS NOT MEET THE 75% OPEN CRITERIA | | | (REQUIREMENT BASED | | | ON THE GATE FOUNDATION ABILITY TO WITHSTAND WIND LOADS) | | | UNLESS THE WIND IS PARALLEL TO THE GATE. IF THE | | | WIND IS PERPENDICULAR TO THE GATE, THE WIND EFFECT WILL | | | BE SIMILAR TO THE EFFECT ON A SOLID SURFACE. | | | | | | THIS ISSUE HAS BEEN DISCUSSED WITH THE BUILDING | | | OFFICIAL. IF THE ENGINEER OF RECORD DISAGREES, PLEASE | | | HAVE | | | HIM CALL ROBERT BROWN, 561-805-6652 OR EMAIL RATIONALE | | | FOR THIS DESIGN MEETING HIS REQUIREMENT OF 75% OPEN | | | TO [email protected] (AND PLEASE CC [email protected]). | | | | | | 3. THE FOUNDATION DETAIL (PREPARED BY EVAN KENNEDY, PE, | | | NO DATE, 8.5 X 11) IS NOT SIGNED AND SEALED IN | | | ACCORDANCE WITH FS471 AND FAC61G15-23.002; ALSO THIS | | | APPEARS TO BE THE FOUNDATION DETAIL FOR THE GATE ARM. I | | | HAVE VOIDED THIS PAGE. | | | | | | |
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