| Date |
Text |
| 2008-02-04 14:47:16 | 2004 FBC W/2007 REVISIONS |
| | ADDITION |
| | |
| | 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) SHOW COMPLIANCE WITH R302.1 EXTERIOR WALLS. EXTERIOR |
| | WALLS SEPARATED BY LESS THAN 6 FEET (1828 MM) SHALL |
| | HAVE NOT LESS THAN A ONE-HOUR FIRE-RESISTIVE RATING |
| | WITH EXPOSURE FROM BOTH SIDES. PROJECTIONS SHALL NOT |
| | EXTEND TO A POINT CLOSER THAN 4 FEET (1220 MM) FROM AN |
| | ADJACENT PROJECTION OR WALL. PROJECTIONS EXTENDING INTO |
| | THE 6-FOOT (1829 MM) SEPARATION DISTANCE SHALL HAVE NOT |
| | LESS THAN 1-HOUR FIRE-RESISTIVE CONSTRUCTION ON THE |
| | UNDERSIDE. THE ABOVE PROVISIONS SHALL NOT APPLY TO |
| | WALLS WHICH ARE PERPENDICULAR TO A LINE EXTENDING FROM |
| | THE POINT FROM WHICH THE SEPARATION DISTANCE HAS BEEN |
| | MEASURED RUNNING AND PARALLEL TO THE PROPERTY LINE. THE |
| | DISTANCE TO THE PROPERTY LINE AT THE SIDE AND REAR IS 5 |
| | FEET. SHOW DISTANCE TO STRUCTURES ON ADJACENT |
| | PROPERTIES AT THESE LOCATIONS. |
| | |
| | 4) SHOW COMPLIANCE WITH R302.2 OPENINGS. |
| | OPENINGS SHALL NOT BE PERMITTED IN THE EXTERIOR WALL OF |
| | A DWELLING OR ACCESSORY BUILDING THAT IS SEPARATED FROM |
| | AN ADJACENT BUILDING BY A DISTANCE OF LESS THAN 6 FEET |
| | (1828 MM). THIS DISTANCE SHALL BE MEASURED |
| | PERPENDICULAR TO THE LINE USED TO DETERMINE THE |
| | SEPARATION DISTANCE. |
| | |
| | 5) SHOW COMPLIANCE WITH R309.2 SEPARATION REQUIRED. THE |
| | GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS |
| | ATTIC AREA BY NOT LESS THAN ? -INCH (12.7 MM) GYPSUM |
| | BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH |
| | HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE |
| | ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH (15.9 MM) TYPE |
| | X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A |
| | FLOOR-CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE |
| | SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN |
| | 1/2-INCH (12.7 MM) GYPSUM BOARD OR EQUIVALENT. |
| | |
| | 6) SPECIFY HOW TERMITE PROTECTION WILL BE PROVIDED. SEE |
| | FBC R320.1. |
| | |
| | 7) SHOW COMPLIANCE WITH R311.5.3.2 TREAD DEPTH. WINDER |
| | TREADS SHALL HAVE A MINIMUM TREAD DEPTH OF 10 INCHES |
| | (254 MM) MEASURED AS ABOVE AT A POINT 12 INCHES (305) |
| | MM FROM THE SIDE WHERE THE TREADS ARE NARROWER.WINDER |
| | TREADS SHALL HAVE A MINIMUM TREAD DEPTH OF 6 INCHES |
| | (152 MM) AT ANY POINT.WITHIN ANY FLIGHT OF STAIRS, THE |
| | GREATEST WINDER TREAD DEPTH AT THE 12 INCH (305 MM) |
| | WALK LINE SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3 |
| | / 8 INCH (9.5 MM). |
| | |
| | 8) SPECIFY THE REQUIRED FOOTING SIZE FOR THE EXISTING |
| | FOOTINGS, IN ORDER TO ADEQUATELY SUPPORT THE SECOND |
| | FLOOR ADDITION. FBC 106.1.2* CITY AMENDMENTS |
| | |
| | 9) DURING THE COURSE OF THE PROJECT THE CONTRACTOR WILL |
| | BE REQUIRED TO PERFORM INVESTIGATIVE WORK TO DETERMINE |
| | THAT THE EXISTING FOOTINGS AND TIE BEAMS ARE ADEQUATE. |
| | FBC 106.1.2* CITY AMENDMENTS |
| | |
| | 10) SPECIFY THE REQUIRED FOOTER SIZE FOR THE POINT |
| | LOADING THAT IS LOCATED WHERE THE TW0 4 X 4 COLUMNS |
| | SUPPORTING THE WALL AND ROOF LOADS ABOVE ARE LOCATED. |
| | FBC 106.1.2* CITY AMENDMENTS |
| | |
| | 11)SPECIFY THE ROOF PITCH FOR THE CLAY TILE PORCH |
| | ROOF ABOVE THE GARAGE DOORS. FBC 106.1.1* CITY |
| | AMENDMENTS |
| | |
| | 12)PROVIDE ADDITIONAL STRUCTURAL INFORMATION FOR THE |
| | SLOPED PORCH ROOF ABOVE THE GARAGE DOORS. SPECIFY THE |
| | ATTACHMENTS OF THE ROOF TO THE STRUCTURE. SPECIFY ALL |
| | OF THE FASTENERS AND CONNECTORS. SPECIFY THE FRAMING |
| | MEMBER SIZES AND SPACING.FBC 106.1.1* CITY |
| | AMENDMENTS |
| | |
| | |
| | 13) SPECIFY THE HANGERS AND CONNECTORS FOR THE WB-1 |
| | BEAMS AT THE TERRACE ROOF. FBC 106.1.1* CITY |
| | AMENDMENTS |
| | |
| | 14) SPECIFY THE FASTENING REQUIREMENTS FOR THE ROOF |
| | SHEATHING AS REQUIRED BY FBC R803.2.3.1. |
| | 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 DESIGN WIND SPEEDS IN ACCORDANCE WITH |
| | FIGURE R803.2.3.1. |
| | |
| | 15) PROVIDE A DETAIL OF THE FRAMING AT THE WINDOW |
| | OPENINGS. SPECIFY THE HEADER SIZE, CONNECTORS, ETC. FBC |
| | 106.1.1* CITY AMENDMENTS |
| | |
| | 16) SHOW COMPLIANCE WITH R806.1. VENTILATING OPENINGS |
| | SHALL BE PROVIDED WITH CORROSION-RESISTANT WIRE MESH, |
| | WIT H 1 / 8 INCH (3.2 MM) MINIMUM TO 1/4 INCH (6.4 MM) |
| | MAXIMUM OPENINGS. |
| | |
| | 17)FBC 106.3* CITY AMENDMENTS 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. |
| | |
| | 18) SPECIFY WHICH ONE OF THE APPROVED ASSEMBLIES LISTED |
| | IN THE POLYGLASS MODIFIED BITUMEN ROOFING SYSTEM |
| | PRODUCT APPROVAL WILL BE INSTALLED. SPECIFY THE |
| | FASTENING OPTION AND DESIGN PRESSURE THAT WILL BE USED. |
| | SUBMIT SIGNED AND SEALED RAS 117 CALCULATIONS FOR |
| | ENHANCED FASTENING FROM A FLORIDA LICENSED ARCHITECT, |
| | ENGINEER OR REGISTERED ROOF CONSULTANT AS REQUIRED BY |
| | LIMITATION #7 OF THE PRODUCT APPROVAL. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)805-6714 |
| | [email protected] |
