| Date |
Text |
| 2016-06-01 09:50:30 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 16050413 |
| | ADD: 4800 DREHER TRAIL N |
| | CONT: GAST CONSTRUCTION |
| | TEL: 561-281-1001 |
| | E-MAIL: [email protected] |
| | |
| | 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION |
| | |
| | 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE. |
| | ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND |
| | SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE |
| | FLORIDA BUILDING CODE, BUILDING. |
| | |
| | 1ST REVIEW |
| | DATE: WED. JUNE 01/ 2016 |
| | ACTION: DENIED |
| | |
| | 1) PLEASE SUBMIT A SURVEY SHOWING THE LOCATION OF THE |
| | BUILDING THAT HOUSES THE WEST PALM BEACH GARDEN CLUB. |
| | |
| | 1A) THE BUILDING APPEARS TO BE LOCATED ON (2) DIFFERENT |
| | LOTS. SEE PALM BEACH COUNTY PROPERTY APPRAISERS SITE, |
| | PCN 74-43-44-04-00-000-3010. BUILDINGS CAN NOT BE BUILT |
| | ON 2 LOTS, PROPERTY LINES. 2014 FBC-B TABLE 602. |
| | |
| | 1B) PLEASE ALSO ON THE SURVEY INDICATE THE BOUNDRIES OF |
| | THE A7 FLOOD ZONE AND THE FINISHED FLOOR ELEVATIONS OF |
| | THE BUILDING AND SURROUNDING MECHANICAL EQUIPMENT PADS. |
| | IT APPEARS THIS BUILDING LIES IN THE FLOOD ZONE. |
| | SECTION 94-546 (B)(2) NONRESIDENTIAL CONSTRUCTION. |
| | |
| | 1C) THE P. B. C. PROPERTY APPRAISERS OFFICE DOES NOT |
| | PROVIDE THE CURRENT VALUE OF THE STRUCTURE BEFORE THE |
| | ALTERATIONS THAT ARE TO TAKE PLACE. UNTIL A VALUE FOR |
| | THE STRUCTURE IS KNOWN, SUBSTANTIAL IMPROVEMENT FOR |
| | THIS BUILDING CAN NOT BE DETERMINED, NOR IF COMPLIANCE |
| | WITH SUBSTANTIAL IMPROVEMENT IS REQUIRED. |
| | SEE CITY WEST PALM BEACH MUNI-CODE; |
| | SECTION 94-611 DEFINITIONS. SUBSTANTIAL IMPROVEMENT. |
| | SECTION 94-546 (B)(2) NONRESIDENTIAL CONSTRUCTION. |
| | 2014 FBC-B 1612.4 DESIGN AND CONSTRUCTION. THE DESIGN |
| | AND CONSTRUCTION OF BUILDINGS AND STRUCTURES LOCATED IN |
| | FLOOD HAZARD AREAS, INCLUDING COASTAL HIGH HAZARD |
| | AREAS, SHALL BE IN ACCORDANCE WITH CHAPTER 5 OF ASCE 7 |
| | AND WITH ASCE 24. |
| | |
| | 2) UNDER THE 1ST SUBMITION OF PLANS THERE WERE NO |
| | ENERGY CALCULATIONS SUBMITTED, PLEASESHOW HOW |
| | COMPLIANCE WITH FBC-ENERGY WILL BE ACHIEVED. |
| | C401.2.1 APPLICATION TO EXISTING BUILDINGS. ADDITIONS, |
| | ALTERATIONS AND REPAIRS TO EXISTING BUILDINGS SHALL |
| | COMPLY WITH ONE OF THE FOLLOWING: |
| | 1. SECTIONS C402, C403, C404 AND C405; OR |
| | 2. ANSI/ASHRAE/IESNA 90.1. |
| | |
| | DEFINITIONS: RENOVATED BUILDING. A RESIDENTIAL OR |
| | NONRESIDENTIAL BUILDING UNDERGOING ALTERATION THAT |
| | VARIES OR CHANGES INSULATION, HVAC SYSTEMS, WATER |
| | HEATING SYSTEMS, OR EXTERIOR ENVELOPE CONDITIONS, |
| | PROVIDED THE ESTIMATED COST OF RENOVATION EXCEEDS 30 |
| | PERCENT OF THE ASSESSED VALUE OF THE STRUCTURE. |
| | |
| | 3) SHEET S1 WIND LOAD SCHEDULE (FLAT ROOF): |
| | |
| | 3A) THE SCHEDULE DOES NOT INDICATE IF THE VALUES GIVEN |
| | ARE IN VULT OR VASD. NOR DOES THE CHART GIVE THE SQUARE |
| | FT EACH VALUE REPRESENTS? ADDITIONAL INFORMATION IS |
| | REQUIRED.107.2.1.3. ASCE 7-10 COMPONENTS & CLADDING |
| | FIGURE 30.5.1. |
| | |
| | 3B) THIS SAME CHART SHOWS THE SAME NEGATIVE VALUE FOR |
| | ROOF ZONES 1 & 2, A -63.7 PSF ASSUMED VULT BUT ZONE 3 |
| | SHOWS A VALUE OF -96.1 WHICH WOULD BE CORRECT IF THIS |
| | WAS IN VASD FOR 10 SQ. FT. ASCE 7-10 COMPONENTS & |
| | CLADDING FIGURE 30.5.1. |
| | |
| | 3C) FOR WALL ZONES 4 & 5 IF THE VALUES GIVEN FOR |
| | NEGATIVE PRESSURES ARE 10 SQ. FT./ EXPOSUE C/ VASD THE |
| | PRESSURES ARE LOW. ASCE 7-10 COMPONENTS & CLADDING |
| | FIGURE 30.5.1. |
| | |
| | 4) SHEET S1 WIND LOAD SCHEDULE 4:12 (HIP); |
| | |
| | 4A) THE SCHEDULE DOES NOT INDICATE IF THE VALUES GIVEN |
| | ARE IN VULT OR VASD. NOR DOES THE CHART GIVE THE SQUARE |
| | FT EACH VALUE REPRESENTS? ADDITIONAL INFORMATION IS |
| | REQUIRED.107.2.1.3. ASCE 7-10 COMPONENTS & CLADDING |
| | FIGURE 30.5.1. |
| | |
| | 4B) ROOF PRESSURES GOOD FOR ROOF ZONES 1,2 & 3 FOR |
| | EXPOSURE C, 15 FT. MEAN ROOF, HIP ROOF IF FIGURED IN |
| | VASD @ 10 SQ. FT. THE ISSUE IS WHY THERE IS DIFFERENT |
| | WALL PRESSURES IN WALL ZONES 4 & 5 ? ASCE 7-10 |
| | COMPONENTS & CLADDING FIGURE 30.5.1. |
| | |
| | 5) MISSING PRODUCT APPROVALS: 2010 FBC-B 1609.1.2 |
| | PROTECTION OF OPENINGS, 1609.6.4.4.1 COMPONENTS & |
| | CLADDING. FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE |
| | 9N-3 NOV. 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR |
| | CONSTRUCTION SYSTEMS THAT WILL REQUIRE PRODUCT |
| | APPROVALS: |
| | (31)(A) EXTERIOR DOORS. |
| | (B) WINDOWS |
| | (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL |
| | LOUVERS, EFIS SYSTEMS, |
| | (D) ROOFING PRODUCTS AND ASSEMBLIES |
| | |
| | 6) 107.3.4.1 THOSE PRODUCTS WHICH ARE REGULATED BY DCA |
| | RULE 9N-3 SHALL BE REVIEWED AND APPROVED IN WRITING BY |
| | THE DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR |
| | JURISDICTIONAL APPROVAL. |
| | |
| | 7) SHEET M2 SHOWS ROOFTOP UNITS THAT WILL SIT ON ROOF |
| | TOP CURBS. NEITHER THE MECHANICAL NOR STRUCTURAL SHEETS |
| | SHOW HOW THESE UNITS ARE TO BE MOUNTED. SHEET M2 NOTE # |
| | 1 INDICATES THESE RTU'S ARE NEW UNITS. PLEASE PROVIDE |
| | FOR THE ADDITIONAL FRAMING AROUND THE NEW ROOF TOP |
| | PENETRATIONS, IF FRAMING MEMBERS WERE CUT, THE |
| | REINFORCEMENT AND HOW THE ADDTIONAL POINT LOADS WERE |
| | HANDLED? PLEASE ALSO PROVIDE THE CONNECTION OF THE |
| | ROOFTOP CURB TO THE ROOF FRAMING MEMBERS, THE ANCHORAGE |
| | OF THE RTU TO THE CURB. |
| | |
| | 2014 FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL |
| | MEMBERS AND THEIR CONNECTIONS SHALL BE DETERMINED BY |
| | METHODS OF STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT |
| | EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC COMPATIBILITY |
| | AND BOTH SHORT- AND LONG-TERM MATERIAL PROPERTIES. |
| | EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE |
| | OVERTURNING EFFECTS CAUSED BY THE LATERAL FORCES |
| | SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR WIND |
| | LOADS |
| | |
| | 2014 FBC-M- 301.15 WIND RESISTANCE. MECHANICAL |
| | EQUIPMENT, APPLIANCES AND SUPPORTS THAT ARE EXPOSED TO |
| | WIND SHALL BE DESIGNED AND INSTALLED TO RESIST THE WIND |
| | PRESSURES DETERMINED IN ACCORDANCE WITH THE FLORIDA |
| | BUILDING CODE, BUILDING. |
| | |
| | 8) SHEET A1: |
| | |
| | 8A) THE PLANS INDICATE AN OCCUPANT LOAD OF 163 WHICH |
| | REQUIRES 2 ACCESSIBLE MEANS OF EGRESS SHALL COMPLY WITH |
| | 2014 FBC-ACCESSIBILITY CODE 207.1 |
| | MEANS OF EGRESS SHALL COMPLY WITH SECTION 1003.2.13 OF |
| | THE INTERNATIONAL BUILDING CODE (2000 EDITION AND 2001 |
| | SUPPLEMENT) OR SECTION 1007 OF THE INTERNATIONAL |
| | BUILDING CODE (2003 EDITION) (INCORPORATED BY |
| | REFERENCE, SEE ?REFERENCED STANDARDS? IN CHAPTER 1). . |
| | 2003 IBC-B 1007.1. WHERE 2 OR MORE MEANS OF EGRESS IS |
| | REQUIRED BY SECTION 1014.1 OR 1018.1 FROM ANY |
| | ACCESSIBLE PORTION OF THE SPACE SHALL BE SERVED BY NOT |
| | LESS THAN TWO ACCESSIBLE MEANS OF EGRESS. SHOW THE EXIT |
| | DISCHAGE TO A PUBLIC WAY OR YARD FOR BOTH EXITS. |
| | |
| | 8B) THERE APPEARS TO BE A ROADWAY ON THE LEFT SIDE OF |
| | THE BUILDING WHERE SECTIONS OF SIDEWALK ARE BEING |
| | CONSTRUCTED AS WELL AS A NEW ACCESBILE RAMP. IS THIS A |
| | STREET ? IF SO THE NEW SECTION OF THE SIDEWALK WOULD |
| | NEED TO SHOW COMPLIANCE WITH ACCESSIBILTY CODE |
| | 705.1-705.2. |
| | |
| | 8C) THE RAMP TO THE LEFT OF THE BUILDING (LEEDS TO DOOR |
| | 101A) DOES NOT SHOW ANY DIMENSIONS FOR THE RAMP, NOR |
| | LANDINGS. SHOW COMPLIANCE WITH: |
| | 405.3 CROSS SLOPE. |
| | 405.4 FLOOR OR GROUND SURFACES. |
| | 405.5 CLEAR WIDTH |
| | 405.7 LANDINGS. |
| | FIGURE 405.7 RAMP LANDINGS |
| | 405.7.4 CHANGE IN DIRECTION. |
| | 405.7.5 DOORWAYS. |
| | |
| | 8C) THE ACCESSIBLE RAMP (AT DOOR 105) TO THE RIGHT SIDE |
| | OF BUILDING HAS THE SAME ACCESSIBLR ISSUESAS LISTED |
| | ABOVE. |
| | |
| | 8D) THE STAIRS AND LANDING AT DOOR 101B PLEASE ADD |
| | DIMENSIONS TO THE RIGHT OF THE DOOR IT APPEARS THERE IS |
| | ONLY 1 FOOT TO THE HANDRAIL. THE 2014 ACCESSIBILITY |
| | CODE DOES NOT COMPLY WITH SECTION 404.2.4, & TABLE |
| | 404.2.4.1. |
| | |
| | 8E) DOORS 103 & 104 BOTH LACK THE 18 INCHES ON THE |
| | LATCH SIDE OF THE DOOR FOR MANEUVERING CLEARANCES. |
| | ACCESS. CODE 404.2.4. |
| | |
| | 8F) PLEASE NOTE THERE IS NO LIFE SAFETY SHEET SHOWING A |
| | FLOOR LAYOUT FOR THE MULTI-PURPOSE ROOM OR THE 2 |
| | MEETING ROOMS. |
| | 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR |
| | BUILDINGS. |
| | MEANS OF EGRESS |
| | EXIT ACCESS |
| | EXIT |
| | EXIT DISCHARGE |
| | |
| | 8G) PLEASE PROVIDE IF THE ISLAND IN THE WARMING KITCHEN |
| | IS TO BE USED FOR ACCESS. CODE. 904.5 FOOD SERVICE |
| | LINES. COUNTERS IN FOOD SERVICE LINES SHALL COMPLY WITH |
| | 904.5. |
| | |
| | 8H) THE MULTIPURPOSE ROOM IF USED AS A DINING ROOM |
| | WOULD ALSO NEED TO SHOW COMPLIANCE WITH: 2014 ACCESS. |
| | CODE 226.1. WHERE DINING SURFACES ARE PROVIDED FOR THE |
| | CONSUMPTION OF FOOD OR DRINK, AT LEAST 5 PERCENT OF THE |
| | SEATING SPACES AND STANDING SPACES AT THE DINING |
| | SURFACES SHALL COMPLY WITH 902. |
| | |
| | 8I) THE MULTIPURPOSE ROOM IF USED AS A DINING ROOM |
| | WOULD ALSO NEED TO SHOW COMPLIANCE WITH: 2014 ACCESS. |
| | CODE 902.3 HEIGHT. |
| | THE TOPS OF DINING SURFACES SHALL BE 28 INCHES (710 MM) |
| | MINIMUM AND 34 INCHES (865 MM) MAXIMUM ABOVE THE FINISH |
| | FLOOR OR GROUND. |
| | |
| | 9) THE PLANS DID NOT PROVIDE ANY SIGNAGE FOR |
| | ACCESSIBILITY.2014 FBC-ACCESS CODE 216.1 GENERAL. SIGNS |
| | SHALL BE PROVIDED IN ACCORDANCE WITH 216 AND SHALL |
| | COMPLY WITH 703. |
| | |
| | |
| | 10) THE PROJECT INDIACATES A DOLLAR VALUE OF |
| | $400,000.00. PLEASE PROVIDE A LIST OF ALL ACCESSIBLE |
| | FEATURES THAT ARE GOING TO BE CORRECTED AND THEIR |
| | DOLLAR AMOUNT. UP TO $80,000.00 IN VALUE. AT THIS POINT |
| | THE DISPROPORTIONATE COST HAVE BEEN MET. 202.4.2 |
| | ACCESSIBLE FEATURES IN THE EVENT OF DISPROPORTIONALITY. |
| | WHEN THE COST OF ALTERATIONS NECESSARY TO MAKE THE PATH |
| | OF TRAVEL TO THE ALTERED AREA FULLY ACCESSIBLE IS |
| | DISPROPORTIONATE TO THE COST OF THE OVERALL ALTERATION, |
| | THE PATH OF TRAVEL SHALL BE MADE ACCESSIBLE TO THE |
| | EXTENT THAT IT CAN BE MADE ACCESSIBLE WITHOUT INCURRING |
| | DISPROPORTIONATE COSTS. IN CHOOSING WHICH ACCESSIBLE |
| | ELEMENTS TO PROVIDE, PRIORITY SHOULD BE GIVEN TO THOSE |
| | ELEMENTS THAT WILL PROVIDE THE GREATEST ACCESS, IN THE |
| | FOLLOWING ORDER: (I) AN ACCESSIBLE ENTRANCE; (II) AN |
| | ACCESSIBLE ROUTE TO THE ALTERED AREA; (III) AT LEAST |
| | ONE ACCESSIBLE RESTROOM FOR EACH SEX OR A SINGLE UNISEX |
| | RESTROOM; (IV) ACCESSIBLE TELEPHONES; (V) ACCESSIBLE |
| | DRINKING FOUNTAINS; AND (VI) WHEN POSSIBLE, ADDITIONAL |
| | ACCESSIBLE ELEMENTS SUCH AS PARKING, STORAGE, AND |
| | ALARMS. |
| | |
| | 11) WHEN RESUBMITTING PLANS PLEASE INDICATE THE |
| | REVISION & REMOVE ANY VOIDED SHEETS & 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. |
| | |
| | JAMES A. WITMER CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | CONSTRUCTION SERVICES DIVISION15110652 |
| | DEVELOPMENT SERVICES DEPARTMENT |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
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