Date |
Text |
2016-08-05 12:25:34 | BUILDING PLAN REVIEW |
| W. P. B. PERMIT: 16050413 |
| ADD: 4800 DREHER TRAIL N |
| CONT: GAST CONSTRUCTION |
| TEL: 561-281-1001 |
| E-MAIL: [email protected] |
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| 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. |
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| 2ND REVIEW |
| DATE: FRI. AUGUST 05/ 2016 |
| ACTION: DENIED |
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| 1) 2ND REQUEST. PLEASE SUBMIT A SURVEY SHOWING THE |
| LOCATION OF THE BUILDING THAT HOUSES THE WEST PALM |
| BEACH GARDEN CLUB. |
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| 1A) 2ND REQUEST. 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 & |
| 74-43-44-04-00-005-0020. BUILDINGS CAN NOT BE BUILT ON |
| 2 LOTS, PROPERTY LINES. 2014 FBC-B TABLE 602. A UNITY |
| OF TITLE IS REQUIRED. |
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| 1B) 2ND REQUEST. PLEASE ALSO ON THE SURVEY INDICATE THE |
| BOUNDARIES 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. PLEASE NOTE THAT A FLOOD ELEVATION |
| CERTIFICATE WAS SUBMITTED AND IF THIS RENOVATION IS |
| CONSIDERED SUBSTANTIAL IMPROVEMENT THEN THE LOWEST |
| ELEVATION OF EQUIPMENT SERVING THE STRUCTURE FOUND TO |
| BE 11.5 FT. NGVD ON THE ELEVATION CERTIFICATE WILL ALSO |
| NEED TO BE ELEVATED TO THE MINIMUM ELEVATION OF 12.5 |
| FT. NGVD. |
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| 1C)2ND REQUEST. 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 CANNOT 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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| 2-4) COMPLIED. |
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| 5) 2ND REQUEST. 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) 2ND REQUEST. 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) 2ND REQUEST, THE STRUCTURAL SHEETS SHOW STEEL |
| FRAMING TO BE ADDED TO A BAR JOIST SYSTEM, M5 NOW SHOWS |
| ANCHORING OF THE RTU?S CURB TO A CONCRETE DECK AND |
| ANCHORING THE CURB TO THE DECK WITH REDHEADS. HOW IS |
| THE DECK PART OF THE MWFRS? 2014 FBC-B 1604.4 ANALYSIS. |
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| 1ST ROUND OF COMMENTS. 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 |
| ADDITIONAL 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. |
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| 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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| 8-9) COMPLIED |
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| 10) THE PROJECT INDICATES 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. CONTRACTOR IS |
| TO SUBMIT AN ITEMIZED LIST OF ELEMENTS WHERE THESE |
| FUNDS HAVE BEEN SPENT IN ACCESSIBLE UPGRADES. THE LIST |
| SHOULD FOLLOW THE SAME ORDER AS IN SECTION 202.4.2 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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| 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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