| Date |
Text |
| 2019-03-13 16:15:35 | 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 |
| | |
| | 1. ADDITIONAL PERMITS REQUIRED. MECH., ELECTRICAL, |
| | PLUMBING, GAS & ROOFING. |
| | |
| | 2. DESIGN PROFESSIONALS SIGNATURE AND SEAL ARE COPIES. |
| | PLANS THAT HAVE BEEN PREPARED BY AN ENGINEER AND |
| | SUBMITTED FOR PUBLIC RECORD SHALL BEAR THE SIGNATURE, |
| | DATE AND SEAL OF THE ENGINEER PER FL ADMIN. CODE RULE |
| | 61G15-23.001. |
| | |
| | 3. ENERGY SUBMITTAL TO BE SIGNED BY OWNER/AGENT. |
| | 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. |
| | |
| | 4. 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) |
| | |
| | 5. PROVIDE FINISH FLOOR ELEVATION ON PLAN. |
| | R403.1.7.3 FOUNDATION ELEVATION. |
| | ON GRADED SITES, THE TOP OF ANY EXTERIOR FOUNDATION |
| | SHALL EXTEND ABOVE THE ELEVATION OF THE STREET GUTTER |
| | AT POINT OF DISCHARGE OR THE INLET OF AN APPROVED |
| | DRAINAGE DEVICE A MINIMUM OF 12 INCHES (305 MM) PLUS 2 |
| | PERCENT. ALTERNATE ELEVATIONS ARE PERMITTED SUBJECT TO |
| | THE APPROVAL OF THE BUILDING OFFICIAL, PROVIDED IT CAN |
| | BE DEMONSTRATED THAT REQUIRED DRAINAGE TO THE POINT OF |
| | DISCHARGE AND AWAY FROM THE STRUCTURE IS PROVIDED AT |
| | ALL LOCATIONS ON THE SITE. |
| | |
| | 6. SHOW SIZE AND LOCATION OF ATTIC ACCESS SCUTTLE. |
| | R807.1 ATTIC ACCESS. |
| | BUILDINGS WITH COMBUSTIBLE CEILING OR ROOF CONSTRUCTION |
| | SHALL HAVE AN ATTIC ACCESS OPENING TO ATTIC AREAS THAT |
| | HAVE A VERTICAL HEIGHT OF 30 INCHES (762 MM) OR GREATER |
| | OVER AN AREA OF NOT LESS THAN 30 SQUARE FEET (2.8 M2). |
| | THE VERTICAL HEIGHT SHALL BE MEASURED FROM THE TOP OF |
| | THE CEILING FRAMING MEMBERS TO THE UNDERSIDE OF THE |
| | ROOF FRAMING MEMBERS. |
| | THE ROUGH-FRAMED OPENING SHALL BE NOT LESS THAN 22 |
| | INCHES BY 30 INCHES (559 MM BY 762 MM) AND SHALL BE |
| | LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE |
| | LOCATION. WHERE LOCATED IN A WALL, THE OPENING SHALL BE |
| | NOT LESS THAN 22 INCHES WIDE BY 30 INCHES HIGH (559 MM |
| | WIDE BY 762 MM HIGH). WHERE THE ACCESS IS LOCATED IN A |
| | CEILING, MINIMUM UNOBSTRUCTED HEADROOM IN THE ATTIC |
| | SPACE SHALL BE 30 INCHES (762 MM) AT SOME POINT ABOVE |
| | THE ACCESS MEASURED VERTICALLY FROM THE BOTTOM OF |
| | CEILING FRAMING MEMBERS. SEE SECTION M1305.1.3 FOR |
| | ACCESS REQUIREMENTS WHERE MECHANICAL EQUIPMENT IS |
| | LOCATED IN ATTICS. |
| | |
| | R402.2.4 ACCESS HATCHES AND DOORS. |
| | ACCESS DOORS FROM CONDITIONED SPACES TO UNCONDITIONED |
| | SPACES (E.G., ATTICS AND CRAWL SPACES) SHALL BE |
| | WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO |
| | THE INSULATION ON THE SURROUNDING SURFACES. ACCESS |
| | SHALL BE PROVIDED TO ALL EQUIPMENT THAT PREVENTS |
| | DAMAGING OR COMPRESSING THE INSULATION. A WOOD FRAMED |
| | OR EQUIVALENT BAFFLE OR RETAINER IS REQUIRED TO BE |
| | PROVIDED WHEN LOOSE FILL INSULATION IS INSTALLED, THE |
| | PURPOSE OF WHICH IS TO PREVENT THE LOOSE FILL |
| | INSULATION FROM SPILLING INTO THE LIVING SPACE WHEN THE |
| | ATTIC ACCESS IS OPENED, AND TO PROVIDE A PERMANENT |
| | MEANS OF MAINTAINING THE INSTALLED R-VALUE OF THE LOOSE |
| | FILL INSULATION. |
| | |
| | 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. |
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