| Date |
Text |
| 2008-01-09 16:54:32 | 2004 FBC W/2007 REVISIONS |
| | |
| | RESIDENTIAL ADDITION |
| | |
| | DENIED BY BUILDING |
| | |
| | 1) 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. |
| | |
| | 2) THE WALL OF THE ADDITION IS LESS THAN 6 FEET FROM |
| | THE PROPERTY LINE. |
| | SHOW COMPLIANCE WITH R302.1 EXTERIOR WALLS AND R302.2 |
| | OPENINGS. |
| | 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. |
| | 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. NOTE: IF THE WALLS OF THE |
| | STRUCTURES ON THE ADJACENT PROPERTY ARE MORE THAN SIX |
| | FEET FROM THE WALLS OF THE ADDITION, THIS CAN BE SHOWN |
| | ON THE SURVEY/ SITE PLAN. |
| | |
| | 3) THE PROPERTY IS LOCATED ADJACENT TO A GOLF COURSE |
| | AND HAS TYPE C TERRAIN FOR A DISTANCE OF 600 FEET. |
| | THEREFORE, THIS STRUCTURE IS EXPOSURE CATEGORY C. |
| | PLEASE REVISE DESIGN PARAMETERS AND COMPONENT AND |
| | CLADDING PRESSURES ACCORDINGLY. SEE FBCR301.2.1.4 |
| | EXPOSURE CATEGORY. 3. EXPOSURE C. OPEN TERRAIN WITH |
| | SCATTERED OBSTRUCTIONS, INCLUDING SURFACE UNDULATIONS |
| | OR OTHER IRREGULARITIES, HAVING HEIGHTS GENERALLY LESS |
| | THAN 30 FEET (9144 MM) EXTENDING MORE THAN 1,500 FEET |
| | (457.2 M) FROM THE BUILDING SITE IN ANY QUADRANT. THIS |
| | EXPOSURE SHALL ALSO APPLY TO ANY BUILDING LOCATED |
| | WITHIN EXPOSURE B-TYPE TERRAIN WHERE THE BUILDING IS |
| | DIRECTLY ADJACENT TO OPEN AREAS OF EXPOSURE C-TYPE |
| | TERRAIN IN ANY QUADRANT FOR A DISTANCE OF MORE THAN 600 |
| | FEET (182.9 M). |
| | |
| | 4) THE OWNER/AGENT IS REQUIRED TO SIGN THE ENERGY |
| | CALCULATION FORM. THE FORM DOES NOT LIST THE INSULATION |
| | IN THE WOOD FRAME WALL ADJACENT TO THE GARAGE. PLEASE |
| | CORRECT. SEE FBC 13-600. |
| | |
| | 5) THE MINIMUM R-VALUE ALLOWED BY THE ENERGY EFFICIENCY |
| | CODE PRESCRIPTIVE METHOD C FOR CONCRETE BLOCK WALLS IS |
| | R-5. PLEASE REVISE THE WALL SECTION ON SHEET A-1. SEE |
| | TABLE 6C-1 ON FORM 600C-04R. |
| | |
| | 6) PROVIDE A BUCK DETAIL ON THE PLANS FOR THE OVERHEAD |
| | GARAGE DOOR. FBC 106.1.1* CITY AMENDMENTS. |
| | |
| | 7) SHOW COMPLIANCE WITH R807.1 ATTIC ACCESS. |
| | IN BUILDINGS WITH COMBUSTIBLE CEILING OR ROOF |
| | CONSTRUCTION, AN ATTIC ACCESS OPENING SHALL BE PROVIDED |
| | TO ATTIC AREAS THAT EXCEED 30 SQUARE FEET (2.8 M 2 ) |
| | AND HAVE A VERTICAL HEIGHT OF 30 INCHES (762 MM) OR |
| | GREATER. |
| | THE ROUGH-FRAMED OPENING SHALL NOT BE LESS THAN 22 |
| | INCHES BY 30 INCHES (559 MM BY 762 MM) AND SHALL BE |
| | LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE |
| | LOCATION. A 30-INCH (762 MM) MINIMUM UNOBSTRUCTED |
| | HEADROOM IN THE ATTIC SPACE SHALL BE PROVIDED AT SOME |
| | POINT ABOVE THE ACCESS OPENING. |
| | |
| | 8) 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. PLEASE REVISE NOTES ON PLANS TO |
| | SPECIFY RING SHANK NAILS. |
| | |
| | 9)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. |
| | HAVE THE PRODUCT APPROVALS REVIEWED AND APPROVED IN |
| | WRITING BY THE DESIGNER OF RECORD. |
| | |
| | 10) SUBMIT TWO PRODUCT APPROVALS FOR THE STRUCTURAL |
| | MULLIONS THAT WILL BE USED TO CONNECT TRANSOM WINDOWS |
| | TO DOORS. FAC RULE 9B-72. |
| | |
| | 11) SUBMIT TWO CURRENT NOAS FOR THE GLASS BLOCK. THE |
| | ONES THAT WERE SUBMITTED ARE EXPIRED. FAC RULE 9B-72. |
| | |
| | 12) SUBMIT A KEY PLAN AND INSTALLATION SCHEDULE FOR THE |
| | STORM PANELS. SEE ATTACHED. SPECIFY THE TYPE OF MOUNT, |
| | THE FASTENERS, FASTENER SPACING, EDGE DISTANCE, SPANS, |
| | ETC. |
| | |
| | 13) SPECIFY THE ATTACHMENT METHOD THAT WILL BE USED TO |
| | INSTALL THE CLAY ROOF TILES. CIRCLE THE APPROPRIATE |
| | ITEM ON THE NOA.FBC 106.1.1* CITY AMENDMENTS. |
| | |
| | 14) SPECIFY THE APPROVED ASSEMBLY AND FASTENING OPTION |
| | THAT WILL BE USED TO INSTALL THE GAF MODIFIED ROOFING. |
| | CIRCLE THE APPROPRIATE ITEM ON THE NOA. PROVIDE RAS 117 |
| | CALCULATIONS FOR ENHANCED FASTENING FOR PERIMETER AND |
| | CORNER AREAS. |
| | |
| | 15) THE VALUE OF THE WORK HAS BEEN ADJUSTED BASED ON |
| | THE LATEST ICC BUILDING VALUATION DATA. ADDITIONAL FEES |
| | ARE DUE. |
| | |
| | - ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)805-6714 |
| | [email protected] |
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