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 |
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| 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 |
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| 1) PLEASE SUBMIT A SURVEY SHOWING THE LOCATION OF THE |
| BUILDING THAT HOUSES THE WEST PALM BEACH GARDEN CLUB. |
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| 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. |
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| 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. |
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| 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. |
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| 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. |
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| 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. |
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| 3) SHEET S1 WIND LOAD SCHEDULE (FLAT ROOF): |
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| 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. |
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| 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. |
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| 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. |
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| 4) SHEET S1 WIND LOAD SCHEDULE 4:12 (HIP); |
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| 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. |
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| 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. |
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| 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 |
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| 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. |
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| 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 |
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| 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. |
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| 8) SHEET A1: |
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| 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. |
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| 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. |
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| 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. |
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| 8C) THE ACCESSIBLE RAMP (AT DOOR 105) TO THE RIGHT SIDE |
| OF BUILDING HAS THE SAME ACCESSIBLR ISSUESAS LISTED |
| ABOVE. |
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| 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. |
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| 8E) DOORS 103 & 104 BOTH LACK THE 18 INCHES ON THE |
| LATCH SIDE OF THE DOOR FOR MANEUVERING CLEARANCES. |
| ACCESS. CODE 404.2.4. |
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| 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 |
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| 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. |
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| 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. |
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| 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. |
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| 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. |
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| 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. |
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| 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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