| Date |
Text |
| 2007-04-02 11:38:01 | 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) STRUCTURE IS LOCATED LESS THAN 6 FEET TO PROPERTY |
| | LINE. INDICATE THE DISTANCE TO STRUCTURES ON ADJACENT |
| | LOTS. |
| | 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. |
| | 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. |
| | |
| | 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. |
| | 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. |
| | |
| | 5) SUBMIT A DRAINAGE PLAN SHOWING COMPLIANCE WITH |
| | R401.3 DRAINAGE. |
| | SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER |
| | CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION SO AS |
| | TO NOT CREATE A HAZARD. LOTS SHALL BE GRADED SO AS TO |
| | DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE |
| | GRADE AWAY FROM FOUNDATION WALLS SHALL FALL A MINIMUM |
| | OF 6 INCHES (152 MM) WITHIN THE FIRST 10 FEET (3048 |
| | MM). |
| | EXCEPTION: WHERE LOT LINES, WALLS, SLOPES OR OTHER |
| | PHYSICAL BARRIERS PROHIBIT 6 INCHES (152 MM) OF FALL |
| | WITHIN 10 FEET (3048 MM), DRAINS OR SWALES SHALL BE |
| | PROVIDED TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE. |
| | |
| | 6) ON SHEET 2.1 SPECIFY THE THICKNESS FOR THE 24" WIDE |
| | SPREAD FOOTING F4. ALSO THERE IS A TYPO OF A 0 AFTER |
| | THE 3. PLEASE CORRECT. |
| | |
| | 7) ON SHEET 2.1 SPECIFY THE DIMENSIONS OF THE STAIR |
| | FOOTING F8. |
| | |
| | 8) PROVIDE DETAILS OF THE CORNER FIXED GLASS WINDOWS AT |
| | THE FAMILY ROOM AND MASTERBEDROOM. SPECIFY THE GLASS |
| | SIZES AND HOW THEY ARE CONNECTED IN THE CORNERS. |
| | PROVIDE PRODUCT APPROVALS FOR THE ASSEMBLY. |
| | |
| | 9) ONE OF THE BATHROOMS ON THE FIRST FLOOR IS REQUIRED |
| | TO HAVE A 29" CLEAR OPENING. SEE FBC CHAPTER 11. |
| | |
| | 10) THIS IS A LEVEL 3 ALTERATION. PLEASE CORRECT THE |
| | INFORMATION SPECIFIED UNDER PROJECT DATA ON SHEET 3.1. |
| | |
| | 11) SAFETY GLAZING IS REQUIRED IN THE MASTER BATH ROOM |
| | AND OTHER TWO UPSTAIRS BATHROOMS PER FBC R308.3. IMPACT |
| | RATED GLAZING IS ACCEPTABLE IN THESE LOCATIONS. |
| | |
| | 12) THE CASEMENT WINDOW IN UPSTAIRS BEDROOM #2 IS |
| | REQUIRED TO COMPLY WITH R310.1 FOR EMERGENCY ESCAPE AND |
| | RESCUE OPENINGS. |
| | |
| | 13) THE SPIRAL STAIRS SERVING AS THE MEANS OF EGRESS |
| | FROM THE ROOM ABOVE THE GARAGE IS REQUIRED TO COMPLY |
| | WITH R311.5.8.1 SPIRAL STAIRWAYS. SHOW COMPLIANCE. |
| | SPIRAL STAIRWAYS ARE PERMITTED, PROVIDED TH E MINIMUM |
| | WIDTH SHALL BE 26 INCHES (660 MM) WITH EACH TREAD |
| | HAVING A 7?-INCHES (190 MM) MINIMUM TREAD DEPTH AT 12 |
| | INCHES FROM THE NARROWER EDGE. ALL TREADS SHALL BE |
| | IDENTICAL, AND THE RISE SHALL BE NO MORE THAN 9? INCHES |
| | (241 MM). A MINIMUM HEADROOM OF 6 FEET 6 INCHES (1982 |
| | MM) SHALL BE PROVIDED. |
| | |
| | 14) 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 ?-INCH (12.7 MM) GYPSUM BOARD OR |
| | EQUIVALENT. |
| | |
| | 15) THE EXIT DOOR FROM THE ROOM ABOVE THE GARAGE IS |
| | REQUIRED TO COMPLY WITH R311.4.1 EXIT DOOR REQUIRED. |
| | NOT LESS THAN ONE EXIT DOOR CONFORMING TO THIS SECTION |
| | SHALL BE PROVIDED FOR EACH DWELLING UNIT. THE REQUIRED |
| | EXIT DOOR SHALL PROVIDE FOR DIRECT ACCESS FROM THE |
| | HABITABLE PORTIONS OF THE DWELLING TO THE EXTERIOR |
| | WITHOUT REQUIRING TRAVEL THROUGH A GARAGE. ACCESS TO |
| | HABITABLE LEVELS NOT HAVING AN EXIT IN ACCORDANCE WITH |
| | THIS SECTION SHALL BE BY A RAMP IN ACCORDANCE WITH |
| | SECTION R311.6 OR A STAIRWAY IN ACCORDANCE WITH SECTION |
| | R311.5 . |
| | R311.4.2 DOOR TYPE AND SIZE. |
| | THE REQUIRED EXIT DOOR SHALL BE A SIDE-HINGED DOOR NOT |
| | LESS THAN 3 FEET (914 MM) IN WIDTH AND 6 FEET 8 INCHES |
| | (2032 MM) IN HEIGHT. OTHER DOORS SHALL NOT BE REQUIRED |
| | TO COMPLY WITH THESE MINIMUM DIMENSIONS. |
| | |
| | 16) INDICATE HOW THE GARAGE/RECREATION ROOM STRUCTURE |
| | COMPLIES 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, WIT H 1 / 8 INCH (3.2 |
| | MM) MINIMUM TO ? INCH (6.4 MM) MAXIMUM OPENINGS. |
| | |
| | 17) SHOW COMPLIANCE WITH R502.1.2 * DRAFTSTOPPING |
| | REQUIRED. WHEN THERE IS USABLE SPACE BOTH ABOVE AND |
| | BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, |
| | DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE |
| | CONCEALED SPACE DOES NOT EXCEED 100 SQUARE FEET. |
| | DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO |
| | APPROXIMATELY EQUAL AREAS. |
| | R502.1.2.1 MATERIALS. DRAFTSTOPPING MATERIALS SHALL NOT |
| | BE LESS THAN 1/2" GYPSUM BOARD, 3/8" WOOD STRUCTURAL |
| | PANELS, 3/8" TYPE 2-M-W PARTICLEBOARD OR OTHER APPROVED |
| | MATERIALS ADEQUATELY SUPPORTED. |
| | |
| | 18) SECTION 1 ON 6.1 SHOWS A 1-1/2" WATERSTOP AT THE |
| | STEM WALL FOUNDATION. PLEASE CORRECT. |
| | |
| | 19) SPECIFY THE FIREBLOCKING REQUIRED FOR THE CONCEALED |
| | SPACES BETWEEN THE STAIR STRINGERS AT THE TOP AND |
| | BOTTOM OF THE RUN PER R 602.1.1.2*. |
| | |
| | 20) THE WALL AND CEILING INSULATION R VALUES SPECIFIED |
| | IN SECTION 1 ON 6.1 OF THE PLANS DO NOT MATCH THE |
| | ENERGY CALCULATION FORM. PLEASE CORRECT. |
| | |
| | 21) THE ENERGY CALCS. SPECIFY R19 FOR THE BLOCK WALLS |
| | AND THE PLANS HAVE R4.2. PLEASE CORRECT. |
| | |
| | 22) PROVIDE A WALL SECTION FOR THE GARAGE/REC. ROOM |
| | STRUCTURE. |
| | |
| | 23)R903.4 ROOF DRAINAGE. |
| | UNLESS ROOFS ARE SLOPED TO DRAIN OVER ROOF EDGES, ROOF |
| | DRAINS SHALL BE INSTALLED AT EACH LOW POINT OF THE |
| | ROOF. WHERE REQUIRED FOR ROOF DRAINAGE, SCUPPERS SHALL |
| | BE PLACED LEVEL WITH THE ROOF SURFACE IN A WALL OR |
| | PARAPET. THE SCUPPER SHALL BE LOCATED AS DETERMINED BY |
| | THE ROOF SLOPE AND CONTRIBUTING ROOF AREA. R903.4.1 |
| | WHEN OTHER MEANS OF DRAINAGE OF OVERFLOW WATER IS NOT |
| | PROVIDED, OVERFLOW SCUPPERS SHALL BE PLACED IN WALLS OR |
| | PARAPETS NOT LESS THAN 2 INCHES (51 MM) NOR MORE THAN 4 |
| | INCHES (102 MM) ABOVE THE FINISHED ROOF COVERING AND |
| | SHALL BE LOCATED AS CLOSE AS PRACTICAL TO REQUIRED |
| | VERTICAL LEADERS OR DOWNSPOUTS OR WALL AND PARAPET |
| | SCUPPERS. AN OVERFLOW SCUPPER SHALL BE SIZED IN |
| | ACCORDANCE WITH THE FLORIDA BUILDING CODE, PLUMBING . |
| | |
| | INDICATE LOCATIONS SIZES ETC. FOR GARAGE ROOF SCUPPERS |
| | AND OVERFLOWS. |
| | |
| | 24)SHOW COMPLIANCE WITH 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. |
| | |
| | 25)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. PLEASE REVISE ROOF SHEATHING NAILING |
| | SCHEDULE ON 4.1 AND NOTES ON SECTION 1 ON 6.1. |
| | |
| | 26) THE TRUSS LAYOUTS ARE REQUIRED TO BE APPROVED IN |
| | WRITING BY THE DESIGNER OF RECORD FOR THE STRUCTURE. |
| | |
| | 27) THE ROOF TRUSS DRAWINGS DIFFER FROM THE ROOF |
| | FRAMING PLAN ON 4.1 FOR THE AREA ABOVE BED ROOM #2. |
| | |
| | 28)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. |
| | |
| | 29) THE WRONG TEST REPORT WAS SUBMITTED FOR THE AMARR |
| | GARAGE DOORS. THE DESIGN PRESSURES DO NOT MATCH THE |
| | INSTALLATION DRAWINGS THAT WERE SUBMITTED. SEE FL# 7153 |
| | ON THE STATE WEBSITE. |
| | |
| | 30) SUBMIT PRODUCT APPROVALS FOR SINGLE AND DOUBLE |
| | FRENCH DOORS WITHOUT SIDELITES. |
| | |
| | 31) SUBMIT PRODUCT APPROVALS FOR THE SOLID CORE SIDE |
| | SWING DOOR AT THE GARAGE. |
| | |
| | IN ORDER TO EXPEDITE PLAN REVIEW. PLEASE SUBMIT A |
| | RESPONSE LETTER STATING HOW THESE COMMENTS HAVE BEEN |
| | ADDRESSED. |
| | |
| | NOTE: ADDITIONAL COMMENTS MAY RESULT FROM THE RESPONSES |
| | TO THESE COMMENTS. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)805-6714 |
