| Date |
Text |
| 2007-01-31 14:15:00 | 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) 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. THE ADDITION |
| | IS LESS THAN 6 FEET FROM THE PROPERTY LINE ON ONE SIDE. |
| | PROVIDE A SITE PLAN WHICH INDICATES THE DISTANCE TO |
| | STRUCTURE ON THE ADJACENT PROPERTY AT THIS LOCATION. |
| | |
| | 4)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 R403.1.4 MINIMUM DEPTH. ALL |
| | EXTERIOR FOOTINGS SHALL BE PLACED AT LEAST 12 INCHES |
| | (305 MM) BELOW THE UNDISTURBED GROUND SURFACE. |
| | |
| | 6)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. |
| | |
| | 7) SHOW COMPLIANCE WITH SECTION 704 INSPECTION FOR |
| | TERMITES. |
| | IN ORDER TO PROVIDE FOR INSPECTION FOR TERMITE |
| | INFESTATION, CLEARANCE BETWEEN EXTERIOR WALL COVERINGS |
| | AND FINAL EARTH GRADE ON THE EXTERIOR OF A BUILDING |
| | SHALL NOT BE LESS THAN 6 INCHES (152 MM). EXCEPTIONS: |
| | 1.PAINT OR DECORATIVE CEMENTITIOUS FINISH LESS |
| | THAN 5 / 8 INCH (17.1 MM) THICK ADHERED DIRECTLY TO THE |
| | MASONRY FOUNDATION SIDEWALL. |
| | 2.ACCESS OR VEHICLE RAMPS WHICH RISE TO THE |
| | INTERIOR FINISH FLOOR ELEVATION FOR THE WIDTH OF SUCH |
| | RAMPS ONLY. |
| | 3.A 4-INCH (102 MM) INSPECTION SPACE ABOVE PATIO |
| | AND GARAGE SLABS AND ENTRY AREAS. |
| | 4.IF THE PATIO HAS BEEN SOIL TREATED FOR TERMITES, |
| | THE FINISH ELEVATION MAY MATCH THE BUILDING INTERIOR |
| | FINISH FLOOR ELEVATIONS ON MASONRY CONSTRUCTION ONLY. |
| | 5.MASONRY VENEERS. |
| | |
| | 8)INDICATE THE FINISH FLOOR ELEVATION OF THE EXISTING |
| | HABITABLE SPACE AND THE FINISH FLOOR OF THE ENCLOSED |
| | CARPORT. FBC* 106.1.2. |
| | |
| | 9) SPECIFY THE CEILING HEIGHT IN THE ENCLOSED CARPORT. |
| | SEE 601.3 (4) FBC EXISTING BUILDING CODE AND R 305. |
| | |
| | 10) SHOW COMPLIANCE WITH R506.2.3 VAPOR RETARDER. A 6 |
| | MIL (0.006 INCH; 152 ?M) POLYETHYLENE OR APPROVED VAPOR |
| | RETARDER WITH JOINTS LAPPED NOT LESS THAN 6 INCHES (152 |
| | MM) SHALL BE PLACED BETWEEN THE CONCRETE FLOOR SLAB AND |
| | THE BASE COURSE OR THE PREPARED SUBGRADE WHERE NO BASE |
| | COURSE EXISTS. |
| | EXCEPTION: THE VAPOR RETARDER MAY BE OMITTED: |
| | 1.FROM GARAGES, UTILITY BUILDINGS AND OTHER |
| | UNHEATED ACCESSORY STRUCTURES. |
| | 2.FROM DRIVEWAYS, WALKS, PATIOS AND OTHER FLATWORK |
| | NOT LIKELY TO BE ENCLOSED AND HEATED AT A LATER DATE. |
| | 3.WHERE APPROVED BY THE BUILDING OFFICIAL, BASED |
| | ON LOCAL SITE CONDITIONS. |
| | |
| | 11)SHOW COMPLIANCE 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. CONTINOUS SOFFIT VENTS WILL BE NEEDED IN |
| | ORDER TO PROVIDE VENTILATION TO RAFTER SPACES. |
| | |
| | 12)R703.6.1 EXTERIOR USE OF PORTLAND CEMENT PLASTER |
| | SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF ASTM |
| | C 926.ASTM C 926 REQUIRES STUCCO TO BE 7/8" THICK |
| | WHEN APPLIED VERTICALLY OVER A METAL PLASTER BASE. |
| | |
| | 13) SPECIFY THE CONNECTORS FOR THE ROOF RAFTERS TO THE |
| | EXTERIOR FRAME WALLS AND BEAM. SEE R301.1 FOR CONTINOUS |
| | LOAD PATH. |
| | |
| | 14)ON SHEET 1 THE BUILDING HEIGHT LESS THAN 60 FEET |
| | STATEMENT REFERS TO THE SBC. PLEASE CORRECT TO FBC. |
| | |
| | 15) THE FOUNDATION PLAN ON SHEET 2 SPECIFIES SECTIONS |
| | A, B AND C ON 3. THESE SECTIONS ARE LOCATED ON SHEET 4. |
| | PLEASE CORRECT. |
| | |
| | 16)THE DOOR NOTE ON THE FOUNDATION HAS AN ARROW |
| | POINTING TO WHAT APPEARS TO BE THE ANCHOR BOLT |
| | LOCATIONS. PLEASE CLARIFY. |
| | |
| | 17) THE WHITE OUT ON SEVERAL OF THE SHEETS IS NOT |
| | ALLOWED ON SIGNED AND SEALED DRAWINGS. SEE FS 471.025. |
| | |
| | 18)CHECK THE WIND PRESSURES FOR THE OPENING ON SHEET |
| | 1. THE NEGATIVE AND POSITIVE DESIGN OPENING PRESSURES |
| | APPEAR TO BE REVERSED. THE NEGATIVE PRESSURES SHOULD BE |
| | HIGHER THAN THE POSITIVE ONES. THE NEGATIVE PRESSURE |
| | FOR THE WINDOW OPENINGS IN WALL ZONE 4 IS MORE THAN |
| | SPECIFIED. SEE TABLE R301.2(2). |
| | |
| | 19) THE ENERGY CALCULATIONS THAT WERE SUBMITTED ARE ON |
| | THE WRONG FORMS.THE REQUIRED FORM IS 600C-04 R FOR |
| | SOUTH CLIMATE ZONES 7, 8 AND 9. THE FORMS ARE REQUIRED |
| | TO BE SIGNED BY THE PREPARER AND THE OWNER/AGENT. |
| | |
| | 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 FOR THE EXTERIOR CONTAINS |
| | THREE DIFFERENT NOAS. SUBMIT TWO COPIES OF PRODUCT |
| | APPROVAL FOR THE DOOR THAT WILL BE INSTALLED. |
| | |
| | 23) THE PRODUCT APPROVAL FOR THE TRACO SERIES 2100 |
| | WINDOW IS MISSING THE FIRST PAGE OF THE DRAWINGS WHICH |
| | SPECIFIES THE DESIGN PRESSURES. THE STATE WEBSITE LISTS |
| | NOA # 05-0729.03 FOR THIS WINDOW. THE FL# IS 6585. |
| | SUBMIT COMPLETE PRODUCT APPROVALS. |
| | |
| | 24) R301.2.1.2 INTERNAL PRESSURE. |
| | WINDOWS IN BUILDINGS LOCATED IN WIND-BORNE DEBRIS |
| | REGIONS SHALL HAVE GLAZED OPENINGS PROTECTED FROM |
| | WIND-BORNE DEBRIS OR THE BUILDING SHALL BE DESIGNED AS |
| | A PARTIALLY ENCLOSED BUILDING IN ACCORDANCE WITH THE |
| | FLORIDA BUILDING CODE, BUILDING . SUBMIT PRODUCT |
| | APPROVALS FOR THE STORM PANELS. SPECIFY THE OPENINGS |
| | THAT WILL BE SHUTTERED, THE FASTENER TYPE AND SPACING, |
| | THE CONNECTION TYPES, EDGE DISTANCE, ETC. |
| | |
| | 25) PROVIDE THE FIRM LICENSE NUMBER OF THE |
| | ARCHITECTURAL/DESIGN FIRM LISTED IN THE TITLE BLOCK OF |
| | THE PLANS AS REQUIRED BY STATE STATUTES FS 471 AND |
| | 481. |
| | |
| | 26) ADDRESS COMMENT OF OTHER TRADES. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)805-6714 |
