| 2019-09-24 12:19:13 | 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 |
| | YOUR SUBMITTAL IS DEFICIENT FOR THE REASONS LISTED |
| | BELOW. |
| | ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT |
| | YOU MAY RESUBMIT PRINTABLE DOCUMENTS 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. FBC B 107.2.1. (T) HV CEILING INSTALLATION ON |
| | EXISTING WOOD BUILDINGS REQUIRE MINIMUM 4?X 8? WOOD |
| | BEAM. THE STRUCTURAL ADEQUACY OF THE EXISTING WOOD BEAM |
| | MUST BE CERTIFIED BY A REGISTERED ENGINEER OR ARCHITECT |
| | PRIOR TO SHUTTER INSTALLATION AS PER PAGE 17 OF PRODUCT |
| | APPROVAL FL1850. PROVIDE TWO COPIES OF SIGNED AND |
| | SEALED CERTIFICATION LETTER. |
| | 2. FBC B 107.2.1. (W) HV FLOOR INSTALLATION ON EXISTING |
| | WOOD BUILDINGS REQUIRE A 2?X 6? MINIMUM WOOD DECK (NO |
| | FINISH ALLOWED). PROVIDE VERIFICATION. |
| | 3. FBC B 107.2.1. ON THE SCHEDULE FOR INSTALLATION OF |
| | PROTECTIVE DEVICES OR ASSEMBLIES: PLEASE CORRECT COLUMN |
| | HEADING ?SHUTTER GLASS SEPARATION?; PROVIDE INFORMATION |
| | FROM SHEET 11 FL1850. COLUMN HEADING ?SHUTTER SPAN?; |
| | PROVIDE INFORMATION FROM SHEET 5 FL1850, THE TOP OF THE |
| | SHUTTER BLADE TO THE BOTTOM OF THE SHUTTER BLADES |
| | LENGTH. COLUMN HEADING ?MINIMUM EDGE DISTANCE?; PROVIDE |
| | INFORMATION FROM SHEET 16 & 17 FL1850. COLUMN HEADING |
| | ?ANCHOR SPACING? PROVIDE INFORMATION FROM SHEET 15 |
| | FL1850. EXAMPLE SUBSTRATE SOUTHERN PINE, MAXIMUM SPAN |
| | 9?-0? A.S.D DESIGN NEGATIVE PRESSURE RATING (PSF) 40 |
| | CEILING MOUNT T FLOOR MOUNT W & X ANCHOR SPACING IS 6? |
| | MAXIMUM. |
| | |
