| Date |
Text |
| 2007-08-08 08:42:31 | 2004 FLORIDA BUILDING CODE WITH 2006 AMENDMENTS |
| | UNPERMITTED ADDITION TO SINGLE FAMILY DWELLING |
| | CONNECTED EXISTING DETACHED GARAGE TO EXISTING DWELLING |
| | AND CONVERTED TO LIVING SPACE |
| | WOOD FRAME AND STUCCO CONSTRUCTION |
| | |
| | DENIED BY BUILDING |
| | |
| | 1) FBC EXISTING BUILDING 901.1 SCOPE. |
| | AN ADDITION TO A BUILDING OR STRUCTURE SHALL COMPLY |
| | WITH THE BUILDING, PLUMBING, ELECTRICAL, AND MECHANICAL |
| | CODES, WITHOUT REQUIRING THE EXISTING BUILDING OR |
| | STRUCTURE TO COMPLY WITH ANY REQUIREMENTS OF THOSE |
| | CODES OR OF THESE PROVISIONS. |
| | |
| | 2) A RECORDED COPY OF THE NOTICE OF COMMENCEMENT |
| | MUST BE SUBMITTED BEFORE A |
| | PERMIT CAN BE ISSUED. |
| | |
| | 3)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. |
| | |
| | 4) THE VALUE OF THE WORK FOR THE ADDITION HAS BEEN |
| | INCREASED TO $ 66312.00BASED ON ICC BUILDING |
| | VALUATION DATA. ADDITIONAL PERMIT FEES AND RADON FEES |
| | OF $1130.81 ARE DUE. |
| | |
| | 5) TWO SETS OF SIGNED AND SEALED PLANS ARE REQUIRED. |
| | SOME OF THE DRAWINGS DO NOT HAVE THE EMBOSSED SEAL AND |
| | SOME HAVE THE ENGINEER'S TITLE BLOCK BUT ARE NOT SIGNED |
| | AND SEALED. |
| | SEE FS 471 AND FAC 61G15-23.002. |
| | |
| | 6)SIGNED AND SEALED PLANS CAN NOT BE ALTERED USING |
| | WHITEOUT. HANDWRITTENCHANGES TO SIGNED AND SEALED |
| | PLANS MUST BE MADE BY THE DESIGNER OF RECORD (DOR) AND |
| | ARE REQUIRED TO BE SIGNED AND DATED. SEE FS 471. |
| | |
| | 7) SUBMIT ENERGY CALCULATIONS FOR THE ADDED LIVING |
| | SPACE AS REQUIRED BY 2004 FBC CHAPTER 13. |
| | |
| | 8) SPECIFY THE R-VALUES FOR THE WALL AND CEILING |
| | INSULATION ON THE PLANS. |
| | |
| | 9)SHOW COMPLIANCE WITH THE FOLLOWING: |
| | R313.1 SMOKE ALARMS . |
| | SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING |
| | LOCATIONS: |
| | 1.IN EACH SLEEPING ROOM. |
| | 2.OUTSIDE EACH SEPARATE SLEEPING AREA IN THE |
| | IMMEDIATE VICINITY OF THE BEDROOMS. |
| | 3.ON EACH ADDITIONAL STORY OF THE DWELLING, |
| | INCLUDING BASEMENTS BUT NOT INCLUDING CRAWL SPACES AND |
| | UNINHABITABLE ATTICS. IN DWELLINGS OR DWELLING UNITS |
| | WITH SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR |
| | BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON |
| | THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER |
| | LEVEL PROVIDED THAT THE LOWER LEVEL IS LESS THAN ONE |
| | FULL STORY BELOW THE UPPER LEVEL. |
| | WHEN MORE THAN ONE SMOKE ALARM IS REQUIRED TO BE |
| | INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT THE ALARM |
| | DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT |
| | THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE |
| | ALARMS IN THE INDIVIDUAL UNIT. THE ALARM SHALL BE |
| | CLEARLY AUDIBLE IN ALL BEDROOMS OVER BACKGROUND NOISE |
| | LEVELS WITH ALL INTERVENING DOORS CLOSED. |
| | ALL SMOKE ALARMS SHALL BE LISTED AND INSTALLED IN |
| | ACCORDANCE WITH THE PROVISIONS OF THIS CODE AND THE |
| | HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA |
| | 72. |
| | |
| | |
| | R313.1.1 ALTERATIONS, REPAIRS AND ADDITIONS. |
| | WHEN INTERIOR ALTERATIONS, REPAIRS OR ADDITIONS |
| | REQUIRING A PERMIT OCCUR, OR WHEN ONE OR MORE SLEEPING |
| | ROOMS ARE ADDED OR CREATED IN EXISTING DWELLINGS, THE |
| | INDIVIDUAL DWELLING UNIT SHALL BE PROVIDED WITH SMOKE |
| | ALARMS LOCATED AS REQUIRED FOR NEW DWELLINGS; THE SMOKE |
| | ALARMS SHALL BE INTERCONNECTED AND HARD WIRED. |
| | EXCEPTIONS: |
| | 1. SMOKE ALARMS IN EXISTING AREAS SHALL NOT BE |
| | REQUIRED TO BE INTERCONNECTED AND HARD WIRED WHERE THE |
| | ALTERATIONS OR REPAIRS DO NOT RESULT IN THE REMOVAL OF |
| | INTERIOR WALL OR CEILING FINISHES EXPOSING THE |
| | STRUCTURE, UNLESS THERE IS AN ATTIC, CRAWL SPACE, OR |
| | BASEMENT AVAILABLE WHICH COULD PROVIDE ACCESS FOR HARD |
| | WIRING AND INTERCONNECTION WITHOUT THE REMOVAL OF |
| | INTERIOR FINISHES. |
| | 2.REPAIRS TO THE EXTERIOR SURFACES OF DWELLINGS |
| | ARE EXEMPT FROM THE REQUIREMENTS OF THIS SECTION. |
| | |
| | 10) SUBMIT TWO COPIES OF A SURVEY AND A SITE PLAN |
| | SHOWING THE LOCATION OF THE ADDITION AND DISTANCE TO |
| | PROPERTY LINES. |
| | |
| | 11) 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. |
| | 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. |
| | |
| | 12) SPECIFY THE REQUIRED SOIL BEARING CAPACITY FOR THE |
| | DESIGN ON THE PLANS. |
| | |
| | 13)PROVIDE A FOUNDATION PLAN FOR THE ADDITION, WHICH |
| | SPECIFIES THE FOOTING DIMENSIONS, REINFORCING DISTANCE |
| | BELOW AND ABOVE GRADE. SEE FBC R403.1 AND R404.4.6 ALSO |
| | SHOW THAT THE CONCRETE SLAB COMPLIES WITHR506 FOR |
| | SLABS AND R320.1 FOR TERMITE TREATMENT. |
| | |
| | 14) SHOW COMPLIANCE WITH R403.1.4 MINIMUM DEPTH. ALL |
| | EXTERIOR FOOTINGS SHALL BE PLACED AT LEAST 12 INCHES |
| | (305 MM) BELOW THE UNDISTURBED GROUND SURFACE. |
| | |
| | 15) SHOW COMPLIANCE WITH R704 WHICH REQUIRES A |
| | CLEARANCE OF 6" BETWEEN EXTERIOR WALL COVERINGS AND |
| | FINAL EARTH GRADE FOR INSPECTION FOR TERMITE |
| | INSPECTION. |
| | |
| | 16)SHOW COMPLIANCE WITH R319.1 LOCATION REQUIRED. IN |
| | AREAS SUBJECT TO DECAY DAMAGE AS ESTABLISHED BY TABLE |
| | R301.2(1) , THE FOLLOWING LOCATIONS SHALL REQUIRE THE |
| | USE OF AN APPROVED SPECIES AND GRADE OF LUMBER, |
| | PRESSURE TREATED IN ACCORDANCE WITH AWPA C1, C2, C3, |
| | C4, C9, C15, C18, C22, C23, C24, C28, C31, C33, P1, P2 |
| | AND P3, OR DECAY-RESISTANT HEARTWOOD OF REDWOOD, BLACK |
| | LOCUST, OR CEDARS. 5. WOOD SIDING, SHEATHING AND WALL |
| | FRAMING ON THE EXTERIOR OF A BUILDING HAVING A |
| | CLEARANCE OF LESS THAN 6 INCHES (152 MM) FROM THE |
| | GROUND. |
| | |
| | 17) 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. |
| | |
| | |
| | 18) SHOW COMPLIANCE WITH R301.1 DESIGN. |
| | BUILDINGS AND STRUCTURES, AND ALL PARTS THEREOF, SHALL |
| | BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING |
| | DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS AND |
| | WIND LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION |
| | OF BUILDINGS AND STRUCTURES SHALL RESULT IN A SYSTEM |
| | THAT PROVIDES A COMPLETE LOAD PATH CAPABLE OF |
| | TRANSFERRING ALL LOADS FROM THEIR POINT OF ORIGIN |
| | THROUGH THE LOAD -RESISTING ELEMENTS TO THE FOUNDATION. |
| | PROVIDE DETAILS THAT SPECIFY THE CONNECTIONS USED TO |
| | COMPLY. |
| | |
| | 19 PROVIDE A TYPICAL WINDOW OPENING DETAIL INDICATING |
| | THE FRAMING, HEADER, CONNECTORS, SUBSTRATE FOR STORM |
| | PANEL ANCHORS, ETC. |
| | |
| | 20) THE FLOOR PLAN SHOWS AN INTERIOR WALL INTERSECTING |
| | THE EXTERIOR FRONT WALL AT A WINDOW. PLEASE CORRECT. |
| | |
| | 21) BATHROOM WINDOWS ARE REQUIRED TO BE SAFETY GLAZING |
| | PER R803.1. |
| | |
| | 22) SPECIFY THE EXTERIOR COVERING AT THE OVERHANGS. |
| | |
| | 23) SHOW COMPLIANCE WITHR806.1 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. ALSO SEE R806.2. |
| | |
| | 24) R803.2.3.1 REQUIRES RING SHANK NAILS TO BE USED FOR |
| | ALL ROOF ZONES. REVISE ROOF SHEATHING FASTENING |
| | SCHEDULE ON A4. |
| | |
| | 25) UPDATE THE REFERENCE TO ASCE7-98ON SHEET 4 TO |
| | ASCE7-02 TO COMPLY WITH THE 2004 FBC. |
| | |
| | 26) SPECIFY THE CONNECTORS FOR THE ROOF TRUSSES ON THE |
| | PLANS. |
| | |
| | 27) SUBMIT PRODUCT APPROVALS FOR THE EXTERIOR IN SWING |
| | DOOR, THE SINGLE HUNG WINDOWS, WINDOW MULLIONS, SLIDING |
| | GLASS DOORS, ROOF MATERIAL, STORM PANELS. |
| | |
| | 28) SUBMIT A KEY PLAN AND INSTALLATION SCHEDULE FOR THE |
| | STORM PANELS. SPECIFY THE MOUNT TYPE, THE ANCHOR TYPE, |
| | THE ANCHOR SPACING, EDGE DISTANCE, SPANS, ETC. |
| | |
| | 29)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. |
| | |
| | 30)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. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)805-6714 |
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