Date |
Text |
2014-05-30 11:04:28 | 2010 FBC |
| |
| DENIED BY BUILDING |
| |
| 1) THE PROPOSED STRUCTURE IS LOCATED IN A SPECIAL FLOOD |
| HAZARD ZONE A5 WITH A 7' BFE. THE CITY OF WEST PALM |
| BEACH'S FLOOD ORDINANCE REQUIRES NEW CONSTRUCTION TO |
| HAVE A FINISH FLOOR ELEVATION OF 7.5' NGVD ( WHICH |
| INCLUDES A SIX INCH FREEBOARD ). AN ELEVATION |
| CERTIFICATE IS REQUIRED FOR THE PROPOSED GARAGE AND |
| EQUIPMENT. |
| TWO COPIES OF A BROCHURE FOR SMART VENT FLOOD VENTS |
| WERE IN THE PAPER WORK THAT WAS SUBMITTED. IF THE |
| INTENT IS TO CONSTRUCT THE GARAGE WITH A FINISH FLOOR |
| BELOW THE REQUIRED BASE FLOOD ELEVATION, THE PLANS ARE |
| REQUIRED TO SHOW COMPLIANCE WITH FEMA REQUIREMENTS. THE |
| ENCLOSED GARAGE CAN ONLY BE USED FOR THE PARKING OF |
| VEHICLES. APPLIANCES, HEATING AND COOLING EQUIPMENT, |
| PLUMBING FIXTURES, ELECTRICAL EQUIPMENT ( OTHER THAN |
| THE MINIMUM REQUIRED FOR LIFE SAFETY AND ELECTRIC CODE |
| REQUIREMENTS FOR BUILDING ACCESS AND STORAGE AREAS ) |
| AND MATERIALS THAT ARE NOT FLOOD DAMAGE-RESISTANT ARE |
| NOT ALLOWED BELOW BFE. SHOW THE LOCATIONS AND NUMBER OF |
| VENT OPENINGS ON THE PLANS. ONLY THE AREA OF THE VENT |
| OPENINGS THAT ARE BELOW THE BFE CAN BE COUNTED TOWARD |
| THE REQUIRED AMOUNT OF FLOOD VENT OPENING AREA. FBC |
| R322 SEE ALSO FEMA PUBLICATION TECHNICAL BULLETIN 1 / |
| AUGUST 2008 FOR ADDITIONAL INFORMATION. |
| |
| 2) THE STRUCTURE IS LOCATED IN AN AREA OF QUESTIONABLE |
| SOIL. SUBMIT TWO SETS OF A SIGNED AND SEALED SUB |
| SURFACE SOIL REPORT. FBC R401.4 |
| |
| 3) SUBMIT TWO COPIES OF THE PRODUCT APPROVALS FOR THE |
| SMART VENT ENGINEERED FLOOD VENTS (FL #5822.3) WITH |
| INSTALLATION INSTRUCTIONS AS REQUIRED BY DCA RULE 9N-3. |
| |
| 4) THE WIND LOAD INFORMATION ON SHEET A.10 AND A.11 ARE |
| INCORRECT. THE TWO STORY STRUCTURE IS LOCATED IN A 170 |
| MPH VULT , 132 VASD WINDSPEED AND EXPOSURE CATEGORY D. |
| THE COMPONENT AND CLADDING PRESSURES WILL NEED TO BE |
| INCREASED ACCORDINGLY. FBC R301.2.1 |
| |
| 5) THE SIMPSON MTS 12 STRAPS THAT ARE SPECIFIED FOR THE |
| ROOF TRUSS TO WALL CONNECTIONS DO NOT HAVE ANY |
| RESISTANCE VALUES FOR LATERAL LOADS. SPECIFY HOW THE |
| LATERAL ROOF LOADS WILL BE TRANSFERED TO THE WALLS. FBC |
| R802.1.6.5 |
| |
| 6) THE ROOF NAILING PATTERN DIAGRAM ON SHEET A.11 IS |
| NOT CORRECT. THE CORNERS OF THE HIP ROOF ARE ROOF ZONE |
| 3. FBCR FIGURE R301.2(7) |
| |
| 7) THE AREA ABOVE THE GARAGE IS SPECIFIED AS STORAGE ON |
| SHEET A.03, AS A STUDIO ON A.06 AND AS LIVING SPACE ON |
| A.11. PLEASE CLARIFY. CITY AMENDMENTS 107.2.1 |
| |
| 8) SHOW COMPLIANCE WITH FBCR FOR TERMITE PROTECTION. |
| FBC R318.6 |
| |
| 9) THE EGRESS DOOR TO THE SECOND FLOOR IS REQUIRED TO |
| HAVE A 32" CLEAR WIDTH MEASURED FROM THE FACE OF THE |
| DOOR TO THE STOP WITH THE DOOR OPEN 90 DEGREES. FBC |
| R311.2 |
| |
| 10) SPECIFY THE RISER HEIGHT AND TREAD DEPTH FOR THE |
| EXIT STAIRS THAT WERE NOT PROVIDED IN THE DETAIL ON |
| A.11. FBC R311.7 |
| |
| 11) SUBMIT TWO SETS OF ENERGY CALCULATIONS FOR THE |
| SECOND FLOOR STUDIO. CITY AMENDMENTS 107.3.5.3 |
| |
| 12) SPECIFY THE R- VALUE OF THE INSULATION THAT WILL BE |
| USED IN THE FLOOR ABOVE THE GARAGE. FBC ENERGY SECTION |
| 402 |
| |
| 13) SPECIFY WHICH ONE OF THE APPROVED ASSEMBLIES LISTED |
| IN THE PRODUCT APPROVAL FOR THE TAMKO UNDERLAYMENT NOA |
| NO. 12-0406.07 WILL BE USED. CITY AMENDMENTS 107.2.1 |
| |
| 14) SPECIFY WHICH ONE OF THE FASTENING METHODS LISTED |
| IN THE PRODUCT APPROVAL FOR THE HANSON ROOF TILE NOA |
| NO. 12-1218.14 WILL BE USED TO INSTALL THE ROOF TILE |
| AND RESIST THE OVERTURN MOMENT. FBC R905.3 |
| |
| 15) SHOW COMPLIANCE WITH FBC R807.1 FOR ATTIC ACCESS. |
| |
| 16) IN ORDER TO REDUCE PLAN REVIEW TIME, PLEASE SUBMIT |
| A RESPONSE LETTER INDICATING HOW EACH ONE OF THE REVIEW |
| COMMENTS HAS BEEN ADDRESSED. |
| |
| ROBERT MCDOUGAL |
| BLDG. PLAN REVIEW |
| (561)805-6714 |
| [email protected] |