Date |
Text |
2016-06-15 08:02:28 | BUILDING PLAN REVIEW |
| W. P. B. PERMIT: 16051290 |
| ADD: 701 S. ROSEMARY AVE. SUITE : 101 |
| CONT: TBD/ TO BE DETERMINED |
| TEL: 856-6655/ NEYITA LEIVA |
| E-MAIL: |
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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. |
| |
| 1ST REVIEW |
| DATE: TUES. JUNE 14/ 2016 |
| ACTION: DENIED |
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| 1) AN-1.0 PROJECT INFORMATION/ CODE REFERENCES |
| 1A) 2001/2004 W. P. B. AMENDMENTS ARE NO LONGER IN |
| AFFECT, THEY SUNDOWN WITH THE ADOPTION OF THE NEWLY |
| ADOPTED W. P. B. AMENDMENTS. 2010 W. P. B. AMENDMENTS |
| ARE STILL IN AFFECT. |
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| 1B) THE UNSAFE BUILDING ABATEMENT CODE: IS A P. B. |
| COUNTY CODE NOT A CITY OF WEST PALM BEACH ORDINANCE. |
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| 1C) ULDC ARTICLE 18 FLOOD DAMAGE PREVENTION IS ALSO A |
| PALM BEACH COUNTY DOCUMENT THAT DOES NOT PERTAIN TO THE |
| CITY OF WEST PALM BEACH. THIS JOBSITE IS NOT LOCATED IN |
| AN A FLOOD ZONE. |
| |
| 1D) THE CODE REFERENCE FORM THE 2014 FBC-B FIGURE 1609C |
| ULTIMATE WIND SPEEDS RISK CATEGORY I BUILDINGS. PLEASE |
| NOTE THIS WIND DESIGN OF 160 VULT IS FOR BUILDINGS SUCH |
| AS AGRICULTURAL OUT BUILDINGS (BARNS), MINOR STORAGE |
| BUILDINGS AND SCREEN ENCLOSURES, 2014 FBC-B TABLE |
| 1604.5. RISK CATEGORY OF BUILDINGS AND OTHER |
| STRUCTURES. THIS BUILDINGS RISK CATEGORY SHOULD BE RISK |
| CATEGORY II, FIGURE 1609B AND A VULT WIND SPEED OF 170 |
| VULT. THE STRUCTURAL SHEET S-1.0 DOES HAVE THE CORRECT |
| WIND DESIGN CRITERIA. |
| |
| 2) THE DETAILS ON SHEET S-3.0 DETAILS 2 & 3 BOTH |
| INDICATE THE USE OF POLYSTYRENE STRUCTURAL FOAM. THE |
| SUBMITTED DETAILS ONLY SHOW THE FOAM BEING ENCASED IN |
| ONE DIRECTION. PLEASE PROVIDE A CROSS SECTION 90 |
| DEGREES OF THOSE SHOWN, SHOWING THE FOAM BEING FULLY |
| ENCASED BY THE CONCRETE, SEE FBC-B 2603.4.1.1. |
| |
| 3A) SHEETS AN-3.0, A-2.1 & A-5.0 ALL OF THESE SHEETS |
| SHOW THE FLOOR PLAN WITH THE FURNITURE, NONE SHOW |
| COMPLIANCE WITH THE 2014 FBC-ACCESS. CODE SECTION 226.1 |
| GENERAL. 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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| 3B) SHEETS AN-3.0, A-2.1 & A-5.0 ALL OF THESE SHEETS |
| SHOW THE FLOOR PLAN WITH THE FURNITURE, NONE SHOW |
| COMPLIANCE WITH THE 2014 FBC-ACCESS. CODE SECTION 226.2 |
| DISPERSION. DINING SURFACES AND WORK SURFACES REQUIRED |
| TO COMPLY WITH 902 SHALL BE DISPERSED THROUGHOUT THE |
| SPACE OR FACILITY CONTAINING DINING SURFACES AND WORK |
| SURFACES. PLEASE NOTE INCLUDE THE SEASONAL SEATING AS |
| WELL AS THE SEATING AT FN-13. |
| |
| 3C) SHEETS AN-3.0, A-2.1 & A-5.0 ALL OF THESE SHEETS |
| SHOW THE FLOOR PLAN WITH THE FURNITURE, NONE SHOW |
| COMPLIANCE WITH THE 2014 FBC-ACCESS. CODE SECTIONS: |
| 3C)(1) 902.2 CLEAR FLOOR OR GROUND SPACE. A CLEAR FLOOR |
| SPACE COMPLYING WITH 305 POSITIONED FOR A FORWARD |
| APPROACH SHALL BE PROVIDED. KNEE AND TOE CLEARANCE |
| COMPLYING WITH 306 SHALL BE PROVIDED. |
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| 3C)(2) 902.3 HEIGHT. THE TOPS OF DINING SURFACES AND |
| WORK SURFACES SHALL BE 28 INCHES (710 MM) MINIMUM AND |
| 34 INCHES (865 MM) MAXIMUM ABOVE THE FINISH FLOOR OR |
| GROUND. |
| |
| 4) SHEET A-7.4 SHOWS THE LAYOUT OF THE SMALL CAF?. |
| DETAIL (8) AN ELEVATION SHOWS AN ELEVATION OF 3 FT. 6 |
| INCHES FOR THE BAR SEATING, BUT THE DETAIL FOR THE |
| ACCESSIBLE SEATING DOES NOT SHOW THE HEIGHT OF THE |
| ACCESSIBLE TOP. PLEASE SHOW COMPLIANCE WITH 2014 |
| FBC-ACCESS. CODE 902.3 HEIGHT. THE TOPS OF DINING |
| SURFACES AND WORK SURFACES SHALL BE 28 INCHES (710 MM) |
| MINIMUM AND 34 INCHES (865 MM) MAXIMUM ABOVE THE FINISH |
| FLOOR OR GROUND. |
| |
| 5) SHEET A7.1 DETAIL # 6 RAMP ELEVATION & HANDRAILS. |
| THE HANDRAILS ARE MISSING THE HORIZONTAL EXTENSION AT |
| THE TOP AND BOTTOM OF THE RAMP. SEE THE 2014 |
| FBC-ACCESS. CODE 505.10.1 & FIGURE 505.10.1. |
| |
| 6A) SHEET A-8.0 DETAILS SHOW THE USE OF STEEL TUBES IN |
| THE HEADER AND SILL DESIGN WHERE AS THE STRUCTURAL |
| SHEET S-3.0 DETAIL # 1 SHOWS THE USE OF A CONCRETE SILL |
| AND CONCRETE LINTEL AND STEEL. DISCREPANCY IN PLANS, |
| 107.2.1.3. ADDITIONAL INFORMATION REQUIRED. |
| |
| 6B) SHEET S-3.0 DETAIL # 1 INDICATES THE USE OF A |
| LINTEL WITH CONCRETE W NUMBER 4 STIRRUPS AT 4 INCHES ON |
| CENTER, W 2 # 5S ON TOP AND BOTTOM. IS THIS A |
| PRE-MANUFACTURED LINTEL, OR A POUR IN PLACE BEAM? |
| 107.2.1.3. ADDITIONAL INFORMATION REQUIRED. |
| |
| 7) 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 |
| (G) ROOF TOP CURBS, PRE-ENGINEERED A/C STANDS |
| |
| 8) 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. |
| |
| 9) PROVIDE ENGINEERED DETAILS FOR MOUNTING OACU-1 CURB |
| TO THE ROOF STRUCTURE AND THE UNIT TO THE CURB. |
| 2014 FBC-B 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. |
| |
| 9) PLEASE INDICATE IF THIS PERMIT IS FOR A CHANGE OF |
| OCCUPANCY TO AN A2 OCCUPANCY. IF SO PLANS ARE TO BE |
| SUBMITTED TO P.B.C. IMPACT FEE OFFICE FOR IMPACT FEE |
| ASSESSMENT. |
| |
| 10) 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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