| Date |
Text |
| 2019-06-18 11:03:30 | BUILDING PLAN REVIEW |
| | 2017 FLORIDA BUILDING CODE, 6TH EDITION W/2017 WEST |
| | PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE, |
| | CHAPTER 1 ADMINISTRATION |
| | |
| | CHRISTOPHER S. THROOP, C.B.O. |
| | BUILDING PLANS EXAMINER, PX3169 |
| | 1&2 FAMILY PLANS EXAMINER, SFP306 |
| | CONSTRUCTION SERVICES DIVISION |
| | TEL: 561-805-6726 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | 1ST REVIEW |
| | RESULTS: DENIED |
| | YOUR SUBMITTAL IS DEFICIENT FOR THE REASONS LISTED |
| | BELOW. |
| | ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT |
| | |
| | CODES IN EFFECT: |
| | 2017 FLORIDA BUILDING CODE, 6TH EDITION W/2017 WEST |
| | PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE, |
| | CHAPTER 1 ADMINISTRATION |
| | FBC CE = FLORIDA BUILDING CODE ENERGY CONSERVATION 2017 |
| | 6TH EDITION |
| | FBC RE = FLORIDA RESIDENTIAL CODE 2017 6TH EDITION |
| | FBC EX = FLORIDA BUILDING CODE EXISTING BUILDING 2017 |
| | 6TH EDITION |
| | FBC M = FLORIDA BUILDING CODE MECHANICAL 2017 6TH |
| | EDITION |
| | FBC P = FLORIDA BUILDING CODE PLUMBING 2017 6TH EDITION |
| | NEC = NFPA 70 2014 EDITION, NATIONAL ELECTRICAL CODE |
| | FS = FLORIDA STATUTES |
| | |
| | 1. DESIGNER TO SPECIFY INSULATION TYPE AND R - VALUE |
| | FOR CEILING INSULATION. |
| | 2. ENERGY SUBMITTAL SHALL INCLUDE THIS VALUE IN IT'S |
| | CALCULATIONS. |
| | FBCE-101.5.1.1.2 SIMULATED PERFORMANCE ALTERNATIVE. |
| | AN ACCURATELY COMPLETED RESIDENTIAL BUILDING FORM R405 |
| | (GENERATED BY COMMISSION APPROVED SOFTWARE) SHALL BE |
| | SUBMITTED TO THE BUILDING OFFICIAL TO DEMONSTRATE CODE |
| | COMPLIANCE BY SECTION 405. |
| | |
| | 3. PROVIDE SITE DRAINAGE PLAN. |
| | FBC R401.3 SITE DRAINAGE |
| | PROVIDE TWO SETS OF A SITE DRAINAGE PLAN SHOWING |
| | COMPLIANCE WITH FBC R401.3 DRAINAGE. |
| | SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER |
| | CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION THAT |
| | DOES NOT CREATE A HAZARD. |
| | LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM |
| | FOUNDATION WALLS. THE GRADE SHALL FALL A MINIMUM OF 6 |
| | INCHES WITHIN THE FIRST 10 FEET. |
| | EXCEPTION: WHERE LOT LINES, WALLS, SLOPES OR OTHER |
| | PHYSICAL BARRIERS PROHIBIT 6 INCHES OF FALL WITHIN 10 |
| | FEET, DRAINS OR SWALES SHALL BE CONSTRUCTED TO ENSURE |
| | DRAINAGE AWAY FROM THE STRUCTURE. |
| | IMPERVIOUS SURFACES WITHIN 10 FEET OF THE BUILDING |
| | FOUNDATION SHALL BE SLOPED A MINIMUM OF |
| | 2 PERCENT AWAY FROM THE BUILDING. |
| | |
| | FBC R 401.3 (DRAINAGE) |
| | FBC 107.2.5 (SITE PLAN) |
| | FBC 110.9 (IMPACT OF CONSTRUCTION) |
| | |
| | 4. PROVIDE LANDING AT EXTERIOR GARAGE DOOR. |
| | R311.3 FLOORS AND LANDINGS AT EXTERIOR DOORS. |
| | |
| | THERE SHALL BE A LANDING OR FLOOR ON EACH SIDE OF EACH |
| | EXTERIOR DOOR. THE WIDTH OF EACH LANDING SHALL NOT BE |
| | LESS THAN THE DOOR SERVED. EVERY LANDING SHALL HAVE A |
| | MINIMUM DIMENSION OF 36 INCHES (914 MM) MEASURED IN THE |
| | DIRECTION OF TRAVEL. EXTERIOR LANDINGS SHALL BE |
| | PERMITTED TO HAVE A SLOPE NOT TO EXCEED 1/4 UNIT |
| | VERTICAL IN 12 UNITS HORIZONTAL (2-PERCENT). |
| | |
| | PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED |
| | MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS. |
| | WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE |
| | LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY |
| | RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT |
| | CORRECTED PAGES INTO SUBMITTAL AND LEAVE THE PREVIOUSLY |
| | REVIEWED SHEETS DETACHED. |
| | |
