| Date |
Text |
| 2007-03-29 09:30:00 | DENIED BY BUILDING |
| | |
| | 1) A RECORDED COPY OF THE NOTICE OF COMMENCEMENT |
| | MUST BE SUBMITTED BEFORE A |
| | PERMIT CAN BE ISSUED. |
| | |
| | 2) IMPACT FEES MUST BE PAID TO PALM |
| | BEACH COUNTY, PLANS STAMPED BY THEM AND |
| | COPY OF RECEIPT SUBMITTED TO CITY OF |
| | WEST PALM BEACH BUILDING DEPARTMENT, |
| | BEFORE A BUILDING PERMIT CAN BE ISSUED. |
| | |
| | 3) SUBMIT TWO LEGIBLE COPIES OF THE PRODUCT APPROVALS. |
| | |
| | 4)PRODUCT APPROVALS SUBMITTED WITH |
| | PERMIT APPLICATION AFTER OCTOBER 1, 2003 |
| | ARE REQUIRED TO COMPLY WITH THE FLORIDA |
| | PRODUCT APPROVAL SYSTEM. FOR INFORMATION |
| | PLEASE SEE THE STATE WEBSITE AT |
| | WWW.FLORIDABUILDING.ORG. PRODUCTS WITH |
| | STATEWIDE APPROVAL ARE REQUIRED TO BE |
| | SUBMITTED WITH A COVER SHEET THAT LISTS |
| | THE PRODUCT IDENTITY NUMBER FROM THE |
| | STATE. |
| | |
| | 5)WPB ADMIN CODE 106.3* PRODUCT |
| | APPROVALS. THOSE PRODUCT WHICH ARE |
| | REGULATED BY DCA RULE 9B-72 SHALL BE |
| | REVIEWED AND APPROVED IN WRITING BY THE |
| | DESIGNER OF RECORD PRIOR TO SUBMITTAL |
| | FOR JURISDICTIONAL APPROVAL. |
| | |
| | 6) SUBMIT PRODUCT APPROVALS FOR THE GLASS BLOCK AND |
| | SINGLE HUNG WINDOW. |
| | |
| | 7) THE PRODUCT APPROVAL NOA SUBMITTED FOR THE PGT |
| | SGD-70, SLIDING GLASS DOOR, HAS BEEN REVISED BY NOA # |
| | 06-0523.03. SUBMIT CURRENT NOA. |
| | |
| | 8)SPECIFY WHICH ONE OF THE APPROVED ASSEMBLIES LISTED |
| | IN THE NOA FOR THE FIRESTONE MODIFIED ROOF SYSTEM WILL |
| | BE INSTALLED. INDICATE THE FASTENING OPTION THAT WILL |
| | BE USED AND DESIGN PRESSURE FOR THE SELECTED ASSEMBLY |
| | BY CIRCLING THE APPROPRIATE ITEMS ON THE NOA. THE |
| | REQUIRED UPLIFT PRESSURES ARE -59.2 FOR ROOF ZONE 2 NAD |
| | -89.0 FOR ROOF ZONE 3. IF THE DESIGN PRESSURES ARE TOO |
| | LOW FOR THESE AREAS, SUBMIT RAS 117 CALCULATIONS IF |
| | ALLOWED BY GENERAL LIMITATION #7 ON PAGE 34 OF THE |
| | NOA. |
| | |
| | |
| | 9) SHOW COMPLIANCE WITH R404.1.6 HEIGHT ABOVE FINISHED |
| | GRADE. |
| | CONCRETE AND MASONRY FOUNDATION WALLS SHALL EXTEND |
| | ABOVE THE FINISHED GRADE ADJACENT TO THE FOUNDATION AT |
| | ALL POINTS A MINIMUM OF 4 INCHES (102 MM) WHERE MASONRY |
| | VENEER IS USED AND A MINIMUM OF 6 INCHES (152 MM) |
| | ELSEWHERE. |
| | |
| | 10) SHOW COMPLIANCE WITH SECTION 704 INSPECTION FOR |
| | TERMITES. |
| | IN ORDER TO PROVIDE FOR INSPECTION FOR TERMITE |
| | INFESTATION, CLEARANCE BETWEEN EXTERIOR WALL COVERINGS |
| | AND FINAL EARTH GRADE ON THE EXTERIOR OF A BUILDING |
| | SHALL NOT BE LESS THAN 6 INCHES (152 MM). EXCEPTIONS: |
| | 1.PAINT OR DECORATIVE CEMENTITIOUS FINISH LESS |
| | THAN 5 / 8 INCH (17.1 MM) THICK ADHERED DIRECTLY TO THE |
| | MASONRY FOUNDATION SIDEWALL. |
| | 2.ACCESS OR VEHICLE RAMPS WHICH RISE TO THE |
| | INTERIOR FINISH FLOOR ELEVATION FOR THE WIDTH OF SUCH |
| | RAMPS ONLY. |
| | 3.A 4-INCH (102 MM) INSPECTION SPACE ABOVE PATIO |
| | AND GARAGE SLABS AND ENTRY AREAS. |
| | 4.IF THE PATIO HAS BEEN SOIL TREATED FOR TERMITES, |
| | THE FINISH ELEVATION MAY MATCH THE BUILDING INTERIOR |
| | FINISH FLOOR ELEVATIONS ON MASONRY CONSTRUCTION ONLY. |
| | 5.MASONRY VENEERS. |
| | |
| | 11) DETAIL F1 ON S1 SHOWS A 1-1/2" X 8" RECESS AT THE |
| | EXTERIOR OF THE MONOLITHIC FOUNDATION AND THE WALL |
| | SECTION ON D1 DOES NOT. PLEASE CLARIFY. |
| | |
| | 12) SHOW COMPLIANCE WITH R301.2.1.2 INTERNAL PRESSURE. |
| | |
| | WINDOWS IN BUILDINGS LOCATED IN WIND-BORNE DEBRIS |
| | REGIONS SHALL HAVE GLAZED OPENINGS PROTECTED FROM |
| | WIND-BORNE DEBRIS OR THE BUILDING SHALL BE DESIGNED AS |
| | A PARTIALLY ENCLOSED BUILDING IN ACCORDANCE WITH THE |
| | FLORIDA BUILDING CODE, BUILDING . GLAZED OPENING |
| | PROTECTION FOR WIND-BORNE DEBRIS SHALL MEET THE |
| | REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E 1996 |
| | AND OF ASTM E 1886, SSTD 12, ,OR TAS 201, 202 AND 203 |
| | REFERENCED THEREIN. |
| | |
| | 13) SHOW COMPLIANCE WITH R806.1 VENTILATION REQUIRED. |
| | ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE |
| | CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF |
| | RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE |
| | SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE |
| | ENTRANCE OF RAIN. VENTILATING OPENINGS SHALL BE |
| | PROVIDED WITH CORROSION-RESISTANT WIRE MESH, WITH 1 / 8 |
| | INCH (3.2 MM) MINIMUM TO ? INCH (6.4 MM) MAXIMUM |
| | OPENINGS. |
| | |
| | 14) SPECIFY THE LENGTH OF THE ROOF OVERHANG. SEE R320.7 |
| | PROTECTION AGAINST TERMITES AND DECAY. CONDENSATE LINES |
| | AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1 FOOT |
| | AWAY FROM THE STRUCTURE SIDEWALL, WHETHER BY |
| | UNDERGROUND PIPING, TAIL EXTENSIONS OR SPLASH BLOCKS. |
| | GUTTERS WITH DOWN SPOUTS ARE REQUIRED ON ALL BUILDINGS |
| | WITH EAVES OF LESS THAN 6 INCHES HORIZONTAL PROJECTION |
| | EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER |
| | ROOF. |
| | |
| | 15) PROVIDE STRUCTURAL DETAILS OF THE EXISTING PORCH, |
| | PART OF WHICH IS BEING ENCLOSED. |
| | |
| | 16) THE WRONG ENERGY CALC. FORMS WERE SUBMITTED. PLEASE |
| | SUBMIT THE 2004 FORMS # 600C-04 . THE OWNER/AGENT IS |
| | REQUIRED TO SIGN THE ENERGY CALC. FORM. SEE FBC CHAPTER |
| | 13. |
| | |
| | 17) SPECIFY THE ROOF SHEATHING FASTENER SPACING.ROOF |
| | SHEATHING IS REQUIRED TO BE IN ACCORDANCE WITH SECTION |
| | R803.2.3.1 OF 2006 REVISIONS TO 2004 FBC RESIDENTIAL |
| | CODE. WOOD STRUCTURAL PANEL SHEATHING SHALL BE FASTENED |
| | TO ROOF FRAMING WITH 8D RING-SHANK NAILS AT 6 INCHES ON |
| | CENTER AT EDGES AND 6 INCHES ON CENTER AT INTERMEDIATE |
| | FRAMING. SPACING OF RING-SHANK FASTENERS SHALL BE 4 |
| | INCHES ON CENTER IN NAILING ZONE 3 FOR 130 MPH OR |
| | GREATER DESIGNWIND SPEEDS IN ACCORDANCE WITH FIGURE |
| | R803.2.3.1. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)805-6714 |
| | |
| | |
| | |
