| Date |
Text |
| 2007-05-07 15:30:34 | DENIED BY BUILDING |
| | |
| | 1) A RECORDED COPY OF THE NOTICE OF |
| | COMMENCEMENT MUST BE SUBMITTED BEFORE A |
| | PERMIT CAN BE ISSUED. |
| | |
| | 2) BEFORE A PERMIT TO CONSTRUCT CAN BE |
| | ISSUED, IMPACT FEES MUST BE PAID TO |
| | PALM BEACH COUNTY.THE PLANS MUST BE |
| | STAMPED AND THE RECEIPT ATTACHED TO THE APPLICATION. |
| | 233-5025 |
| | |
| | 3) THE VALUE OF THE JOB HAS BEEN INCREASED TO |
| | $79,478.00 BASED ON ICC BUILDING VALUATION DATA. |
| | ADDITIONAL PERMIT FEES ARE DUE. |
| | |
| | 4) THE ENGINEER'S INFORMATION IS MISSING FROM THE TITLE |
| | BLOCK. SEE FAC 61G15-23.002. |
| | |
| | 5) THE OWNER/AGENT IS REQUIRED TO SIGN THE ENERGY |
| | CALCULATION FORMS. SEE FBC CHAPTER 13. |
| | |
| | 6) SHOW COMPLIANCE WITH R302.1 EXTERIOR WALLS. SUBMIT A |
| | SITE PLAN INDICATING THE DISTANCE TO STRUCTURES ON THE |
| | ADJACENT PROPERTY WHERE THE PROPERTY LINE IS LESS THAN |
| | SIX FEET FROM THE PROPOSED ADDITION. |
| | 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. |
| | EXCEPTION : DETACHED GARAGES ACCESSORY TO A DWELLING |
| | LOCATED WITHIN 2 FEET (610 MM) OF A LOT LINE SHALL BE |
| | PERMITTED TO HAVE ROOF EAVE PROJECTIONS NOT EXCEEDING 4 |
| | INCHES (102 MM). |
| | 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. |
| | EXCEPTION: TOOL AND STORAGE SHEDS, PLAYHOUSES AND |
| | SIMILAR STRUCTURES ARE NOT REQUIRED TO PROVIDE WALL |
| | PROTECTION BASED ON LOCATION ON THE LOT . |
| | |
| | 7) 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. |
| | EXCEPTIONS: |
| | 1.OPENINGS SHALL BE PERMITTED IN WALLS THAT ARE |
| | PERPENDICULAR TO A LINE EXTENDING FROM THE POINT FROM |
| | WHICH THE SEPARATION DISTANCE HAS BEEN MEASURED RUNNING |
| | AND PARALLEL TO THE PROPERTY LINE. |
| | 2.FOUNDATION VENTS INSTALLED IN COMPLIANCE WITH |
| | THIS CODE ARE PERMITTED. |
| | |
| | |
| | |
| | 8) PROVIDE AN ELEVATION OF THE RIGHT SIDE OF THE |
| | STRUCTURE THAT SPECIFIES THE WIND LOAD PRESSURES FOR |
| | THE WINDOWS. |
| | |
| | 9) SPECIFY THE WIND LOAD PRESSURES FOR THE DOOR ON THE |
| | REAR ELEVATION. |
| | |
| | 10) SHOW COMPLIANCE WITH R905.2.7 UNDERLAYMENT |
| | APPLICATION. |
| | FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS |
| | HORIZONTAL (17-PERCENT SLOPE), UP TO FOUR UNITS |
| | VERTICAL IN 12 UNITS HORIZONTAL (33-PERCENT SLOPE), |
| | UNDERLAYMENT SHALL BE TWO LAYERS APPLIED IN THE |
| | FOLLOWING MANNER. APPLY A 19-INCH (483 MM) STRIP OF |
| | UNDERLAYMENT FELT PARALLEL WITH AND STARTING AT THE |
| | EAVES, FASTENED SUFFICIENTLY TO HOLD IN PLACE. STARTING |
| | AT THE EAVE, APPLY 36-INCH-WIDE (914 MM) SHEETS OF |
| | UNDERLAYMENT, OVERLAPPING SUCCESSIVE SHEETS 19 INCHES |
| | (483 MM), AND FASTENED SUFFICIENTLY TO HOLD IN PLACE. |
| | FOR ROOF SLOPES OF FOUR UNITS VERTICAL IN 12 UNITS |
| | HORIZONTAL (33-PERCENT SLOPE) OR GREATER, UNDERLAYMENT |
| | SHALL BE ONE LAYER APPLIED IN THE FOLLOWING MANNER. |
| | UNDERLAYMENT SHALL BE APPLIED SHINGLE FASHION, PARALLEL |
| | TO AND STARTING FROM THE EAVE AND LAPPED 2 INCHES (51 |
| | MM), FASTENED SUFFICIENTLY TO HOLD IN PLACE. END LAPS |
| | SHALL BE OFFSET BY 6 FEET (1829 MM). |
| | |
| | 11) SPECIFY THE WINDOW TYPES AND SIZES IN THE FLORIDA |
| | ROOM. |
| | |
| | 12) SAFETEY GLAZING IS REQUIRED IN THE NEW BATH ROOM |
| | WINDOW. SEE FBC R308. |
| | |
| | 13) 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. SEE SECTION M1305.1.3 |
| | FOR ACCESS REQUIREMENTS WHERE MECHANICAL EQUIPMENT IS |
| | LOCATED IN ATTICS. |
| | |
| | 14) SPECIFY THE THICKNESS OF THE PLYWOOD THAT SHOWN ON |
| | THE ROOF FRAMING PLAN ON SHEET 2. |
| | |
| | 15) 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 SHEET 2AND |
| | SHEET 4. |
| | |
| | 16) PLEASE CLARIFY WHAT 16 " OH MEANS. SEE ROOF FRAMING |
| | PLAN ON SHEET 2. |
| | |
| | 17) ON SHEET 3 PLEASE UPDATE STRUCTURAL NOTE 2C FROM |
| | ASCE 7-98 TO ASCE 7-02. |
| | |
| | 18) THE STRUCTURAL NOTES ON SHEET 3 SPECIFY EXPOSURE B |
| | AND THE DESIGN PARAMETERS SPECIFY EXPOSURE C. PLEASE |
| | CORRECT. NOTE: THE WINDLOAD PRESSURES FOR THE WINDOWS |
| | ON THE ELEVATIONS ARE FOR EXPOSURE B. |
| | |
| | 19) SUBMIT PRODUCT APPROVALS FOR THE EXTERIOR DOOR, THE |
| | TRUSS CONNECTORS AND THE LINTELS. |
| | |
| | 20)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. |
| | |
| | 21)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. |
| | |
| | 22) THE PRODUCT APPROVAL SUBMITTED FOR THE GAF SHINGLES |
| | HAS BEEN REVISED BY MIAMI-DADE NOA 05-1115.11 WITH FL # |
| | 183-R2. SUBMIT NEW NOA WITH FLORIDA COVERSHEET. |
| | |
| | 23) SUBMIT AN INSTALLATION SCHEDULE AND KEY PLAN FOR |
| | THE STORM PANELS. SPECIFY THE MOUNT TYPE, CONNECTION |
| | TYPE, FASTENERS, FASTENER SPACING, DESIGN PRESSURES, |
| | ETC. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)805-6714 |
| | |
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