| Date |
Text |
| 2020-02-06 12:58:21 | JONATHAN BROOKS JR. |
| | BUILDING PLANS EXAMINER |
| | WORK HOURS TUESDAY & THURSDAY 7:00 AM TO 3:00 PM |
| | (561) 805-6716 ALTERNATE: CONTACT SAMANTHA HILL (561) |
| | 805-6724 |
| | [email protected] |
| | |
| | 1ST REVIEW: FBC 2017 6TH EDITION |
| | FBC = FLORIDA BUILDING CODE, 6TH EDITION (2017) |
| | FBC B = FBC BUILDING |
| | FBC R = FBC RESIDENTIAL |
| | FBC EB = FBC EXISTING BUILDING |
| | FBC A = FBC ACCESSIBILITY |
| | FBC EC = FBC ENERGY CONSERVATION |
| | WPB A = CITY OF WEST PALM BEACH AMENMENTS TO THE FBC |
| | RESULTS: DENIED |
| | ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT |
| | IF THE RESUBMITTAL IS NOT PREPARED BY A DESIGN |
| | PROFESSIONAL (ARCHITECT OR ENGINEER), AND THE PAGES ARE |
| | 11X17 OR SMALLER, YOU MAY RESUBMIT ALONG WITH A |
| | COMPLETED RESUBMITTAL FORM, VIA EMAIL TO |
| | [email protected]. THE EMAIL SHOULD INCLUDE THE PERMIT |
| | NUMBER AND "RESUBMITTAL" IN THE SUBJECT LINE. THE |
| | RESUBMITTAL FORM CAN BE FOUND AT THIS WEBSITE: |
| | HTTP://WPB.ORG/DEPARTMENTS/DEVELOPMENT-SERVICES/FORMS/B |
| | UILDING-PERMIT-FORMS |
| | |
| | 1. SUBMITTED PRODUCT APPROVAL FL16893-R4 HAS BEEN |
| | REVISED TO FL16893-R5. PLEASE PROVIDE TWO SETS. ALL |
| | APPLICABLE DETAILS AND ATTACHMENTS MUST BE CLEARLY |
| | IDENTIFIED ON THE PRODUCT APPROVAL DRAWINGS. DETAILS |
| | AND ATTACHMENTS NOT SPECIFICALLY COVERED IN PRODUCT |
| | APPROVALS WILL NEED SITE-SPECIFIC ENGINEERING. AS PER |
| | RULE 61G20-3. |
| | 2. FBC B 107.2.1. ON THE SCHEDULE FOR INSTALLATION OF |
| | PROTECTIVE DEVICES OR ASSEMBLIES: PLEASE CORRECT COLUMN |
| | HEADING ?WALL PRESSURE?; PROVIDE THE ACTUAL [PSF] FROM |
| | THE SUBMITTED ENGINEERS ASCE 7-10 DESIGN WIND LOADS. |
| | PLEASE CORRECT COLUMN HEADING ?SHUTTER INSTALLED? |
| | SHUTTERS ARE INSTALLED VERTICALLY AS PER SHEET 2 OF |
| | FL16893 R-5. PLEASE CORRECT COLUMN HEADING ?ANCHOR |
| | SPACING?; PROVIDE INFORMATION FROM PAGE 13 OF |
| | FL16893-R5. EXAMPLE: MAXIMUM A.S.D. DESIGN PRESSURE |
| | RATING (P.S.F.) +60.0, -60.0 OR LESS, MAXIMUM SPAN 72?; |
| | MOUNT TYPE C; ANCHOR TYPE A1 MAXIMUM ANCHOR SPACING IS |
| | 8?. |
| | |
