Plan Review Notes
Plan Review Notes For Permit 16051290
Permit Number 16051290
Review Stop B
Sequence Number 1
Notes
Date Text
2016-06-15 08:02:28BUILDING 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:
  
 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. JUNE 14/ 2016
 ACTION: DENIED
  
 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.
  
 1B) THE UNSAFE BUILDING ABATEMENT CODE: IS A P. B.
 COUNTY CODE NOT A CITY OF WEST PALM BEACH ORDINANCE.
  
 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.
  
 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.
  
 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]
  
  


Account Summary | Usage Policy | Privacy Policy
Copyright © 2005 – 2014, SunGard Pentamation, Inc & City of West Palm Beach, FL – All Rights Reserved