| Date |
Text |
| 2016-04-19 07:54:55 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 16040208 |
| | ADD: 435 6TH ST. |
| | CONT: BATTEN CONSTRUCTION |
| | TEL: 561-820-0027 |
| | 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: TUES. APRIL 19/2016 |
| | ACTION: DENIED |
| | |
| | 1) SHEET 1.1 THE COVERSHEET; |
| | |
| | 1A) THE DESIGNER OF RECORD HAS DESIGNED THIS BUILDING |
| | UNDER THE 2010 FBC-B. PLEASE NOTE THE 2014 FBC/ 5TH |
| | EDITION WENT INTO AFFECT JUNE 30/ 2015. PLEASE UPDATE |
| | PLANS TO CONFORM TO THE 2014 FBC. SEE 2014 FBC PREFACE. |
| | |
| | 1B) THE COVERSHEET LIST THIS AS A LEVEL II ALTERATION. |
| | PLEASE REVIEW 2014 FBC- EXISITNG BLDG. CODE 907.4.2 |
| | THIS STRUCTURE DEFINELY QUALIFIES AS A LEVEL III |
| | SUBSTANIAL STRUCTURAL ALTERATION. EXISSTING BLDG. CODE |
| | 907.4.2 SUBSTANTIAL STRUCTURAL ALTERATION. |
| | WHERE MORE THAN 30 PERCENT OF THE TOTAL FLOOR AND ROOF |
| | AREAS OF THE BUILDING OR STRUCTURE HAVE BEEN OR ARE |
| | PROPOSED TO BE INVOLVED IN STRUCTURAL ALTERATION WITHIN |
| | A FIVE-YEAR PERIOD, THE EVALUATION AND ANALYSIS SHALL |
| | DEMONSTRATE THAT THE ALTERED BUILDING OR STRUCTURE |
| | COMPLIES WITH THE FLORIDA BUILDING CODE, BUILDING FOR |
| | WIND LOADING AND WITH REDUCED IBC-LEVEL SEISMIC FORCES. |
| | THE AREAS TO BE COUNTED TOWARD THE 30 PERCENT SHALL BE |
| | THOSE AREAS TRIBUTARY TO THE VERTICAL LOAD-CARRYING |
| | COMPONENTS, SUCH AS JOISTS, BEAMS, COLUMNS, WALLS AND |
| | OTHER STRUCTURAL COMPONENTS THAT HAVE BEEN OR WILL BE |
| | REMOVED, ADDED OR ALTERED, AS WELL AS AREAS SUCH AS |
| | MEZZANINES, PENTHOUSES, ROOF STRUCTURES AND IN-FILLED |
| | COURTS AND SHAFTS. |
| | |
| | 1C) SHOW COMPLIANCE WITH: 2014 EXIST. BLDG. CODE |
| | 907.4.1 EVALUATION AND ANALYSIS. AN ENGINEERING |
| | EVALUATION AND ANALYSIS THAT ESTABLISHES THE STRUCTURAL |
| | ADEQUACY OF THE ALTERED STRUCTURE SHALL BE PREPARED BY |
| | A REGISTERED DESIGN PROFESSIONAL AND SUBMITTED TO THE |
| | CODE OFFICIAL. |
| | |
| | 1D) 2014 EXIST. BLDG. CODE 908.1. 908.1 MINIMUM |
| | REQUIREMENTS. ALTERATIONS SUBJECT TO THIS CHAPTER SHALL |
| | COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING |
| | CODE, ENERGY CONSERVATION. |
| | |
| | |
| | 2014 ENERGY CODE: DEFINITION. 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. |
| | |
| | THE P.B.C. PROPERTY APPRAISERS OFFICE LIST THE VALUE OF |
| | THIS BUILDING AS $36,950.00 THE VALUE OF THE PERMIT IS |
| | $48,275.00. THIS BUILDING QUALIFIES AS A RENOVATION |
| | UNDER THE ENEERGY CODE AND WILL NEED TO COMPLY WITH : |
| | 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. |
| | |
| | 1E) THE PLANS FAIL TO PROVIDE HOW THIS BUILDING WILL |
| | COMPLY WITH THE REQUIRED INSULATION OF WALLS AND ROF |
| | SYSTEM. |
| | |
| | 1F) THE PLANS DO NOT PROVIDE A INTERIOR FLOOR PLAN AND |
| | LAYOUT OF AN ACCESSIBLE RESTROOM. |
| | 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR |
| | BUILDINGS. THE EXAMINATION OF THE DOCUMENTS BY THE |
| | BUILDING OFFICIAL SHALL INCLUDE THE FOLLOWING MINIMUM |
| | CRITERIA AND DOCUMENTS: A FLOOR PLAN; SITE PLAN; |
| | FLOOR/ROOF FRAMING PLAN OR TRUSS LAYOUT; ALL |
| | FENESTRATION PENETRATIONS; FLASHING; |
| | 107.3.5.1.1 COMMERCIAL BUILDINGS: |
| | |
| | 2) SHEET 3.1 SHOWS ROOF PRESSURES AND WINDOW PRESSURES. |
| | NEITHER 3.1 NOR S.1 PROVIDE THE WIND DESIGN CRITERIA AS |
| | TO WHAT CRITERIA WAS USED IN DEVELOPING THE PRESSURES. |
| | 2014 FBC-B 1603.1.4 WIND DESIGN DATA. |
| | |
| | 3) 2014 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 |
| | (E) SHUTTERS |
| | (F) SKYLIGHTS |
| | (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C |
| | STANDS |
| | |
| | |
| | 4) 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. |
| | |
| | 5) SHEET 6.1 DETAIL 7 NOTE R6 INDICATES METAL TRUSSES, |
| | ARE THESE UNITS METAL TRUSSES OR METAL BAR JOIST? |
| | SPACING @ 4 FEET ON CENTER WOULD LEAD ONE TO BELIEVE |
| | BAR JOIST? PLEASE PROVIDE THE METHOD OF ANCHORING FOR |
| | UPLIFT AND SLIDDING ACTION. |
| | LATERAL FORCE-RESISTING SYSTEM |
| | 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? |
| | |
| | 6) SHEET 3.1 THE ROOF PLAN SHOWS A RIDGE WITH 1/4 INCH |
| | PER FOOT. THE S.1 PAGE DOES NOT SHOW A RIDGE, NOR DOES |
| | THE PLANS INDICATE IF THE RIDGE IS TO BE BUILT UP USING |
| | THE ROOF INSULATION. THE STRUCTURAL SHEET DOES NOT |
| | PROVIDE AT WHAT ELEVATION THE ROOF FRAMING SYSTEM IS TO |
| | BE SET? 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 7) THE ROOFING APPROVAL SUBMITTED FL 16429-R5SUB-SYSTEM |
| | SC3 IS ONLY GOOD FOR -90. SHEET 3.1 SHOWS THE PRESSURES |
| | IN ZONE # 3 TO BE 93.77. THE PRODUCT APPROVAL WILL NEED |
| | ENHANCED FASTENING SEE LIMITATION FOR QUALIFICATIONS. |
| | |
| | 8) THE PLANS ARE DEFICIENT IN HOW THE RTU WILL BE |
| | FASTENED TO THE ROOF TOP CURB NOR THE ROOF TOP CURB TO |
| | THE MWFRS (MAIN WIND FORCE RESISTING SYSTEM. FOR ALL |
| | ROOF TOP EQUIPMENT, CURBS OR A/C STANDS, DETAILED |
| | ATTACHMENT TO THE ROOF FRAMING & DECK AS WELL AS FROM |
| | THE CURB OR ROOF STAND TO THE EQUIPMENT ABOVE. 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? |
| | |
| | 9) 1013.7 ROOF ACCESS. GUARDS SHALL BE PROVIDED WHERE |
| | THE ROOF HATCH OPENING IS LOCATED WITHIN 10 FEET (3048 |
| | MM) OF A ROOF EDGE OR OPEN SIDE OF A WALKING SURFACE |
| | AND SUCH EDGE OR OPEN SIDE IS LOCATED MORE THAN 30 |
| | INCHES (762 MM) ABOVE THE FLOOR, ROOF OR GRADE BELOW. |
| | THE GUARD SHALL BE CONSTRUCTED SO AS TO PREVENT THE |
| | PASSAGE OF A SPHERE 21 INCHES (533 MM) IN DIAMETER. |
| | |
| | 10) 1509.6 MECHANICAL EQUIPMENT SCREENS. MECHANICAL |
| | EQUIPMENT SCREENS SHALL BE CONSTRUCTED OF THE MATERIALS |
| | SPECIFIED FOR THE EXTERIOR WALLS IN ACCORDANCE WITH THE |
| | TYPE OF CONSTRUCTION OF THE BUILDING. WHERE THE FIRE |
| | SEPARATION DISTANCE IS GREATER THAN 5 FEET (1524 MM), |
| | MECHANICAL EQUIPMENT SCREENS SHALL NOT BE REQUIRED TO |
| | COMPLY WITH THE FIRE-RESISTANCE RATING REQUIREMENTS. |
| | |
| | 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. |
| | |
| | A THOROUGH REVIEW CANNOT BE MADE AT THIS TIME, AS A |
| | RESULT OF THE ADDITIONAL INFORMATION REQUESTED |
| | ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF |
| | THIS REVIEW. |
| | |
| | JAMES A. WITMER CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | CONSTRUCTION SERVICES DIVISION |
| | DEVELOPMENT SERVICES DEPARTMENT |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
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