| Date |
Text |
| 2009-04-28 16:26:51 | BUILDING PLAN REVIEW |
| | PERMIT: 09040254 |
| | ADD: 1443 PALM BEACH LAKES BLVD |
| | CONT: O/B LARRY BROWN |
| | TEL: (561)601-9517 |
| | |
| | FL BLD CODE= 2007 FLORIDA BUILDING CODE |
| | W/ 2009 FBC SUPPLEMENTS |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | REVIEW |
| | ACTION: DENIED |
| | |
| | 1A) INFORMATIONAL: WHEN RESUBMITTING PLANS PLEASE |
| | INDICATE THE REVISION & REMOVE & REPLACE ANY PAGES AS |
| | NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL |
| | REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE |
| | REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION |
| | PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO |
| | EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED |
| | COOPERATION. |
| | |
| | 1B) PLANS SUBMITTED FOR PERMIT (FIRST TIME REVIEW) |
| | AFTER MARCH 1ST, 2009 SHALL BE REVIEWED TO THE 2007 FBC |
| | EXISTING BUILDING CODE WITH 2009. |
| | CHAPTER 10- ADDITIONS. |
| | 401.4 A DESIGN PROFESSIONAL OR AN OWNER MUST ELECT ONE |
| | OR A COMBINATION OF LEVELS OF ALTERATION PURSUANT TO |
| | SECTIONS 403, 404 AND 405 OF THIS CODE (EXISTING |
| | BUILDING CODE). IN THE ORIGINAL SECTION OF THE |
| | RESIDENCE THERE IS ADDITIONAL WORK TO BE COMPLETED, |
| | RECONFIGURATION OF OF SPACE, THE ADDITION OR |
| | ELIMINATION OF ANY DOOR OR WINDOW, THE RECONFIGURATION |
| | OR EXTENSION OF ANY SYSTEM, OR THE INSTALLATION OF ANY |
| | ADDITIONAL EQUIPMENT. 404.1 (EXISTING BUILDING CODE). |
| | PLEASE UPDATE PLANS TO THE 2007 FLORIDA EXISSTING |
| | BUILDING CODE SECTIONS FOR ALL PLAN REFRENCES. |
| | |
| | |
| | 1C) THE ENERGY FORM 600A-2004R IS THE WRONG FORM TO USE |
| | WOULD BE FORM 1100-07 PRODUCED BY THE ENERGY GAUGE |
| | USA-FLA/ RES 2007 COMPUTER PROGRAM. 13.600.A. |
| | NOTE THIS FORM INDICATES THE USE OF A R=30.0 UNDER |
| | ATTIC INSULATION WHERE AS SHEET 2.2 INDICATES A R=19. |
| | |
| | 1D) THE AREA OF THE ADDITION IS IN A QUESTIONABLE SOILS |
| | AREA, PLEASE PROVIDE TESTING REPORT INDICATING THE |
| | MINIMUM SAFE BEARING VALUE OF THE SOILS. R401.4 SOIL |
| | TESTS. IN AREAS LIKELY TO HAVE EXPANSIVE, COMPRESSIBLE, |
| | SHIFTING OR OTHER UNKNOWN SOIL CHARACTERISTICS, THE |
| | BUILDING OFFICIAL SHALL DETERMINE WHETHER TO REQUIRE A |
| | SOIL TEST TO DETERMINE THE SOIL'S CHARACTERISTICS AT A |
| | PARTICULAR LOCATION. THIS TEST SHALL BE MADE BY AN |
| | APPROVED AGENCY USING AN APPROVED METHOD. |
| | |
| | |
| | 2) SHEET 1.2 FRAMING NOTES 16 AND 22 BOTH ARE NOTES |
| | THAT ARE ONLY FOR DADE-BROWARD COUNTIES, HIGH VELOCITY |
| | HURRICANE ZONE, PLEASE CORRECT THE CODE REFRENCES. |
| | |
| | 3) SHEET 2.1 STORM SHUTTER NOTES INDICATE COMPLIANCE |
| | WITH SECTION 1619WHICH IN THE 2007 FBC HAS TO DO WITH |
| | HIGH VELOCITY HURRICANE ZONES- LIVE LOAD REDUCTIONS- |
| | WHICH IS EXCLUSIVELY FOR DADE AND BROWARD COUNTIES. |
| | PALM BEACH COUNTY AND THE CITY OF WEST PALM BEACH ARE |
| | IN A 140 MPH ZONE WHICH IS CONSIDERED A WIND BORNE |
| | DEBRIS REGION WHICH IS WHEN WINDS ARE GREATER THAN 120 |
| | MPH, 3 SECOND GUST. |
| | |
| | 4) WIND DESIGN CRITERIA FOUND ON SHEET 2.2 DOES NOT |
| | PROVIDE THE 3 SECOND GUST AS PART OF THE BASIC WIND |
| | VELOCITY R301.2(1), SEE FIGURE 301.2(4). |
| | |
| | 5) SHEET A1.2 INDICATES A NEW BATHROOM IN THE ADDITION |
| | AND A RECONFIGURED BATH #2 BOTH APPEAR TO HAVE A TUB/ |
| | SHOWER COMPARTMENT, NO INFORMATION HAS BEEN PROVIDED ON |
| | THE WALL FINISH IN THESE AREAS. R307.2 BATHTUB AND |
| | SHOWER SPACES. BATHTUB AND SHOWER FLOORS AND WALLS |
| | ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND IN |
| | SHOWER COMPARTMENTS SHALL BE FINISHED WITH A |
| | NONABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND |
| | TO A HEIGHT OF NOT LESS THAN 6 FEET (1829 MM) ABOVE THE |
| | FLOOR. |
| | |
| | 6) SHEET 1.2 ON THE NEW ADDITION THE EXTERIOR DOUBLE |
| | DOORS DOES NOT INDICATE A LANDING. R311.4.3 LANDINGS AT |
| | DOORS. THERE SHALL BE A FLOOR OR LANDING ON EACH SIDE |
| | OF EACH EXTERIOR DOOR. |
| | |
| | 7) SHEET 1.2 INDICATES A NEW MUD ROOM, NEW OPENING |
| | BETWEEN THE GARAGE AND RESIDENCE, R309.1. R309.1 |
| | OPENING PROTECTION. OPENINGS BETWEEN THE GARAGE AND |
| | RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT |
| | LESS THAN 13/8 INCHES (35 MM) IN THICKNESS, SOLID OR |
| | HONEYCOMB CORE STEEL DOORS NOT LESS THAN 13/8 INCHES |
| | (35 MM) THICK, OR 20-MINUTE FIRE-RATED DOORS. |
| | |
| | 8) SHEET 4.1 IS MISSING SMOKE ALARMS: R313.1 SMOKE |
| | DETECTION AND NOTIFICATION. ALL SMOKE ALARMS SHALL BE |
| | LISTED IN ACCORDANCE WITH UL 217 AND INSTALLED IN |
| | ACCORDANCE WITH THE PROVISIONS OF THIS CODE AND THE |
| | HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA 72. |
| | |
| | HOUSEHOLD FIRE ALARM SYSTEMS INSTALLED IN ACCORDANCE |
| | WITH NFPA 72 THAT INCLUDE SMOKE ALARMS, OR A |
| | COMBINATION OF SMOKE DETECTOR AND AUDIBLE NOTIFICATION |
| | DEVICE INSTALLED AS REQUIRED BY THIS SECTION FOR SMOKE |
| | ALARMS, SHALL BE PERMITTED. THE HOUSEHOLD FIRE ALARM |
| | SYSTEM SHALL PROVIDE THE SAME LEVEL OF SMOKE DETECTION |
| | AND ALARM AS REQUIRED BY THIS SECTION FOR SMOKE ALARMS |
| | IN THE EVENT THE FIRE ALARM PANEL IS REMOVED OR THE |
| | SYSTEM IS NOT CONNECTED TO A CENTRAL STATION. |
| | |
| | R313.2 LOCATION. 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. |
| | |
| | 9) SHEET 2.2 ATTIC INSULATION, PLEASE PROVIDE THE FLAME |
| | SPREAD INDEX AND SMOKE-DEVELOPMENT.R316.1 INSULATION. |
| | INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR |
| | RETARDERS OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN |
| | FLOOR-CEILING ASSEMBLIES, ROOF-CEILING ASSEMBLIES, WALL |
| | ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE A FLAME |
| | SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING |
| | SMOKE-DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN |
| | ACCORDANCE WITH ASTM E 84. |
| | |
| | 10) SHEET 1.2 & 2.1 INDICATES THE USE OF TWO NEW 11 5/8 |
| | INCH LVL BEAMS : |
| | |
| | 10A) LOCATION : A) WHERE THE NEW ADDITION MEETS THE |
| | EXISTING HOUSE A NEW LVL BEAM IS POSISTIONED THERE. IT |
| | MAY BE ASSUMED THAT IT IS TO REPLACE THE CONCRETE BEAM |
| | WHERE THE LOAD BEARING WALL IS REMOVED, THE PLAN DOES |
| | NOT INDICATE ANY NEW FOOTINGS, COLUMNS, MASONRY OR |
| | STEEL IN THIS LOCATION NO ATTACHMENT DETAILS106.1.2 |
| | ADDITIONAL INFORMATION REQUIRED, THIS AREA WOULD BE |
| | PART OF THE MAIN WIND FORCE RESISTING SYSTEM, |
| | CONTINIOUS LOAD PATH FROM FOOTER TO TRUSSES. |
| | |
| | 10B) LOCATION B) NEW LVL BEAM BETWEEN THE LIVING ROOM |
| | AND KITCHEN. AS MENTIONED ABOVE THE PLANS DO NOT |
| | INDICATE IF THIS BEAM IS TO SIT ABOVE THE EXISTING |
| | TRUSSES REQUIRING BLOCKING TO THE WALL SYSTEM BELOW OR |
| | THE LVL BEAM IS BELOW THE TRUSS SYSTEM, MISSING TRUSS |
| | TIES AS WELL AS A SUPPORTING COLUMN, WALL OR BUCKET. |
| | |
| | 11) SHEET 2.2 DOES INDICATE COMPLIANCE WITH A ATTIC |
| | ACCESS DETAIL BUT SHEET 1.2 DOES NOT INDICATE WHERE |
| | ATTIC ACCESS WILL BE LOCATED WITHIN THE ADDITION. |
| | 106.1.2 ADDITIONAL INFORMATION REQUIRED& R807.1. |
| | |
| | 12) DISCREPANCY BETWEEN 1.2 , 1.3 & 2.4. THE DOUBLE |
| | TRUSS ON THE RIGHT SIDE SETS BETWEEN TWO WINDOWS WHERE |
| | AS THE OTHERSHEETS THERE IS ONLY ONE WINDOW. 106.1.2 |
| | ADDITIONAL INFORMATION REQUIRED. |
| | |
| | 13) SHEET 2.2 TYPICAL WALL SECTION DOES NOT INDICATE |
| | ROOF AND EAVE VENETING REQUIREMENTS. R806.2 MINIMUM |
| | AREA. THE TOTAL NET FREE VENTILATING AREA SHALL NOT BE |
| | LESS THAN 1/150 OF THE AREA OF THE SPACE VENTILATED |
| | EXCEPT THAT REDUCTION OF THE TOTAL AREA TO 1/300 IS |
| | PERMITTED, PROVIDED THAT AT LEAST 50 PERCENT AND NOT |
| | MORE THAN 80 PERCENT OF THE REQUIRED VENTILATING AREA |
| | IS PROVIDED BY ****VENTILATORS**** LOCATED IN THE UPPER |
| | PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET |
| | (914 MM) ABOVE THE EAVE OR CORNICE VENTS WITH THE |
| | BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR |
| | CORNICE VENTS. AS AN ALTERNATIVE, THE NET FREE |
| | CROSS-VENTILATION AREA MAY BE REDUCED TO 1/300 WHEN A |
| | VAPOR BARRIER HAVING A TRANSMISSION RATE NOT EXCEEDING |
| | 1 PERM (5.7 ?? 10-11 KG/S ?? M2 ?? PA) IS INSTALLED ON |
| | THE WARM-IN-WINTER SIDE OF THE CEILING. |
| | |
| | 14) NOTE THIS SAME TYPICAL SECTION INDICATES THE USE OF |
| | DOUBLE UNDERLAYMENT AS PER 905.2.2 FOR ASPHALT SHINGLES |
| | BUT THIS REQUIREMENT IS FOR ROOF SLOPES OF LESS THAN |
| | 4:12 PITCH. THE PLANS INDICATE THIS ROOF HAVING A 5:12 |
| | PITCH? |
| | |
| | 15) ELEVATION SHEETS 1.3 & 1.4 BOTH INDICATE THE USE OF |
| | STORM SHUTTERS PLEASE COMPLY WITH: |
| | |
| | PROVIDE STORM PANEL INFORMATION WITH INSTALLATION |
| | SCHEDULE AND KEY PLAN WITH SPECIFIC ANCHORS AND |
| | MOUNTING TO BE USED FOR ALL NON-IMPACT GLAZING. FBC |
| | 1609.1.4. |
| | |
| | FL BLD CODE 2004 SECTION 106.3.3, |
| | 1609.1.4, 1714.5.1 & EXIST BUILD CODE 507.3. |
| | PROCEDURES: 1(B) A COMPLETE INSTALLATION |
| | SCHEDULE SUMMARIZING & IDENTIFYING OPENING SIZES, STORY |
| | HEIGHTS, UNIT MARK NUMBERS, UNIT SPANS/WIDTHS, UNIT |
| | STORM |
| | BAR REINFORCING REQUIREMENTS, WALL PRESSURE ZONES, SLAT |
| | TYPES, ETC., SHALL BE SUBMITTED AT TIME OF PERMIT |
| | APPLICATION |
| | TO FACILITATE PLAN REVIEW AND PERMIT ISSUANCE.A SAMPLE |
| | SCHEDULE IS ATTACHED. |
| | |
| | 16) W P B ADMINISTRTIVE CODE 108.2 SCHEDULE OF PERMIT |
| | FEES. ON BUILDINGS, STRUCTURES, ELECTRICAL, GAS, |
| | MECHANICAL, AND PLUMBING SYSTEMS OR ALTERATIONS |
| | REQUIRING A PERMIT, A FEE FOR EACH PERMIT SHALL BE PAID |
| | AS REQUIRED, IN ACCORDANCE WITH THE SCHEDULE |
| | ESTABLISHED BY THE APPLICABLE GOVERNING AUTHORITY. |
| | |
| | 108.3* BUILDING PERMIT VALUATION. |
| | IF, IN THE OPINION OF THE BUILDING OFFICIAL, THE |
| | CLAIMED VALUATION OF BUILDING, ALTERATION, STRUCTURE, |
| | ELECTRICAL, GAS, MECHANICAL, OR PLUMBING SYSTEMS |
| | APPEARS TO BE UNDER ESTIMATED ON THE APPLICATION, THE |
| | PERMIT SHALL BE DENIED. FOR PERMITTING PURPOSES, |
| | VALUATION OF BUILDINGS AND SYSTEMS SHALL BE TOTAL |
| | REPLACEMENT PURPOSES, VALUATION OF BUILDINGS AND |
| | SYSTEMS SHALL BE THE TOTAL REPLACEMENT VALUE TO INCLUDE |
| | STRUCTURAL, ELECTRICAL, PLUMBING, MECHANICAL, INTERIOR |
| | FINISHES, NORMAL SITE WORK (EXCAVATION AND BACKFILL FOR |
| | BUILDINGS), ARCHITECTURAL AND DESIGN FEES, MARKETING |
| | COST, OVERHEAD AND PROFIT; EXCLUDING ONLY LAND VALUE. |
| | VALUATION REFRENCES MAY INCLUDE THE LATEST PUBLISHED |
| | DATA OF NATIONAL CONSTRUCTION COST ANALYSIS SERVICES |
| | (MARSHALL-SWIFT, MEANS, ETC) WITH REGIONAL ADJUSTMENTS |
| | FOR LOCATION AS PUBLISHED BY THE INTERNATIONAL CODE |
| | CONGRESS. |
| | |
| | CALCULATED VALUE OF $101,950.00 VALUE IS LOW ADJUSTED |
| | OWES FEES PLUS STATE RADON FEES: $1,246.80. THIS IS THE |
| | FAIR MARKET VALUE. |
| | |
| | JIM WITMER C. B. O. |
| | BUILDING PLAN REVIEW II |
| | |
| | TEL: (561)805-6715 |
| | FAX: (561)805-6731 |
| | E-MAIL: [email protected] |
| | |
| | PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS |
| | LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS |
| | REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO |
| | THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE |
| | THEREFORE SUBJECT TO PUBLIC DISCLOSURE. |
| | |
