Plan Review Notes
Plan Review Notes For Permit 16050338
Permit Number 16050338
Review Stop B
Sequence Number 1
Notes
Date Text
2016-05-14 06:46:24BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16050338
 ADD: 8170 OKEECHOBEE BLVD. SUITES: 1 & 2
 1ST OCCUPANCY / SHELL PERMIT: 13060229
 CONT: ATLANTIC ENGINEERING SERVICES
 TEL: 561-358-4140
 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: SAT. MAY 14/ 2016
 ACTION: DENIED
  
 1) DISCREPENCY IN PLANS, OCCUPANT LOADS. SHEET A4 THE
 LIFE SAFETY SHEET UNDER THE HEADING OF PROJECT DATA
 LIST THE OCCUPANT LOAD AS 73 FOR SEATING. THE
 COVERSHEET A-1 ALSO LIST THE SAME PROJECT DATA AND THE
 OCCUPANT LOAD FOR SEATING AS 73. SHEET A1 THE NEXT
 HEADING BELOW CODE REFERENCES LIST THE SEATING CAPACITY
 AT 50. DISCREPANCY IN PLANS. 107.2.1.3 ADDITIONAL
 INFORMATION HOW THE 50 OCCUPANTS WAS DERIVED. THE 2014
 FBC-B TABLE 1004.1.2 ASSEMBLY UNCONCENTRATED SEATING
 TAKES 15 SQ. FT./ OCCUPANT.
  
 2) THIS PLAN DID NOT PROVIDE A SITE PLAN. UNDER THE
 SHEEL PERMIT 13060229 THE SITE PLAN PROVIDED TO THE
 WEST OF THIS TENANT SPACE THERE IS PROVIDED A PATIO
 AREA
 16 FT. X 72 FT. FOR SEASONAL SEATING THIS WILL NOT
 EFFECT EGRESS THE SEASONAL SEATING WILL AFFECT THE
 RESTROOM COUNT, AND THE SIZING OF THE GREASE
 INTERCEPTOR WITH AMOUNT OF SEATS OR MEALS SERVED.
 PLEASE SHOW ADDITIONAL SEASONAL SEATING.
  
 3) SHEET A1 SHOWS THE 73 SEATS AND OF THE 73, 4 SEATS
 ARE SHOWN TO BE ACCESSIBLE SEATING MEETING THE REQUIRED
 .05% ACCESSIBLE SEATS UNDER 226.1 PLEASE NOTE IF
 SEASONAL SEATING IS PROVIDED THEN THERE WILL BE
 ADDTIONAL ACCESSIBLE SEATS REQUIRED. 2014 FBC-ACCESS.
 CODE 226.1 (0.05%) ACCESSIBLE & 226.2 DISPERSION.
  
 4) THE ARCHITECTURAL SHEETS DO NOT PROVIDE DETAILS FOR
 COMPLIANCE WITH: 2014 FBC-ACCESS. CODE 902.4.2 HEIGHT.
 THE TOPS OF TABLES AND COUNTERS SHALL BE 26 INCHES (660
 MM) MINIMUM AND 30 INCHES (760 MM) MAXIMUM ABOVE THE
 FINISH FLOOR OR GROUND.
  
 5) SHEET A1 INDICATES WITH NOTES THAT THE COUNTER TOPS
 WILL BE ADA ACCESSIBLE COUNTER TOPS AND A ACCESSIBLE
 SERVING LINE, BUT THERE ARE NO CUT SECTIONS THROUGH THE
 COUNTER TOPS,SERVING LINE, PRE-ORDER AREA NOR THE SALES
 SERVICE COUNTER PROVIDING AT WHAT HEIGHT THEY WILL BE?
 SHOW COMPLIANCE WITH 2014 FBC-ACCESS. CODE:
 5A) 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.
 5B) 904.3.3 CHECK WRITING SURFACES. WHERE PROVIDED,
 CHECK WRITING SURFACES SHALL COMPLY WITH 902.3.
  
 5C) 904.5 FOOD SERVICE LINES. COUNTERS IN FOOD SERVICE
 LINES SHALL COMPLY WITH 904.5.
  
 5D) 904.5.1 SELF-SERVICE SHELVES AND DISPENSING
 DEVICES. SELF-SERVICE SHELVES AND DISPENSING DEVICES
 FOR TABLEWARE, DISHWARE, CONDIMENTS, FOOD AND BEVERAGES
 SHALL COMPLY WITH 308.
 5E) 904.5.2 TRAY SLIDES. THE TOPS OF TRAY SLIDES SHALL
 BE 28 INCHES (710 MM) MINIMUM AND 34 INCHES (865 MM)
 MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.
  
 6) SHEET A1 THE EGRESS DOORS LOCATED ON THE WEST SIDE
 OF THE BUILDING, DOORS 7 & 8 IN THE DOOR SCHEDULE ARE
 NOTED UNDERTHE HARDWARE SCHEDULE NOTE NUMBER 14, STATES
 PANIC HARDWARE NOT REQUIRED TAKING THE EXCEPTION
 1008.1.9.3 ITEM 2 . THAT EXCEPTION IS FOR THE MAIN EXIT
 DOOR ONLY. SEE THE 2012 IBC-B COMMENTARY.
 THE EXCEPTION IS TO CLARIFY THAT THE PROVISIONS FOR
 KEY-LOCKING HARDWARE AT THE MAIN EXIT IN GROUP A
 OCCUPANCIES ARE PERMITTED INSTEAD OF PANIC HARDWARE AT
 THOSE SPECIFIC LOCATIONS.
  
 7) SHEET A2 RESTROOM ELEVATION DETAILS SHOW THE GRAB
 BARS BEING MEASURED FOR THE CENTERLINE. IN THE 2014
 FBC-ACCESSIBILITY CODE SECTION 609.4 THE MEASURING OF
 GRAB BARS HAS CHANGED. 609.4 POSITION OF GRAB BARS.
 GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL POSITION,
 33 INCHES (840 MM) MINIMUM AND 36 INCHES (915 MM)
 MAXIMUM ABOVE THE FINISH FLOOR MEASURED TO THE TOP OF
 THE GRIPPING SURFACE.
  
 8) SHEET A2 PLEASE PROVIDE COMPLIANCE WITH; 2014
 ACCESS. CODE 609.8 STRUCTURAL STRENGTH. ALLOWABLE
 STRESSES SHALL NOT BE EXCEEDED FOR MATERIALS USED WHEN
 A VERTICAL OR HORIZONTAL FORCE OF 250 POUNDS IS APPLIED
 AT ANY POINT ON THE GRAB BAR, FASTENER, MOUNTING
 DEVICE, OR SUPPORTING STRUCTURE.
  
 9) THIS IS A 1ST TIME TENANT FIT-UP, AND AS AN
 RESTAURANT WITH THE REQUIREMENTS FOR HOODS, ADDTIONAL
 INTAKE AND EXHAUST FANS REQUIRING ADDITIONA LROOF
 PENETRATIONS AND ROOF FRAMING. THESE DETAILS ARE NOT
 PROVIDED IN THE ARCHITECTURAL PLANS NOR THE MECHANICAL
 PLANS. SHEET M3 HAS A GENERIC DEAIL, PLEASE PROVIDE THE
 SPECS ON THE NEW ROOF TOP CURBS AND EQUIPMENT TO BE
 INSTALLED ON THE ROOF. 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?
  
 10) 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.
  
 11) 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)(D) ROOFING PRODUCTS AND ASSEMBLIES/ ROOF TOP,
 CURBS
 (G)PRE-ENGINEERED A/C STANDS & A/C CONDENSING UNITS
  
 12) 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.
  
 13) BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL
 PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND
 A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT
 APPLICATION. PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
 14) 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 DIVISION
 DEVELOPMENT SERVICES DEPARTMENT
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  
  
  
  
  
  


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