Plan Review Notes
Plan Review Notes For Permit 22010966
Permit Number 22010966
Review Stop B
Sequence Number 1
Notes
Date Text
2022-03-09 09:03:20WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2020 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 22010966
 ADD: 185 BANYAN BLVD.
 CONT: MGM GENERAL CONTRACTING
 TEL: 954-532-9620
 E-MAIL: [email protected]
  
 2020 FLORIDA BUILDING CODE W 2020 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2020 EXISTING BUILDING CODE. 801.3 COMPLIANCE. ALL NEW
 CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES
 SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
 BUILDING CODE, BUILDING.
  
 1ST REVIEW
 DATE: TUES. MARCH 08TH/ 2022
 ACTION: DENIED
  
 1) SHEET A0.01 ELISABETTAS GENERAL NOTES/ PROJECT DATA:
  
 1A) THE AREA WHERE WORK IS TO BE COMPLETED IS ON THE
 ROOF TOP 3RD FLOOR. WHY IS THE FINISH FLOOR ELEVATION
 AT 8.93 NGVD ON THE 1ST FLOOR. PLEASE NOTE ALL
 ELEVATIONS ARE NOW IN NAVD88.
  
 1B) THE PROJECT DATA STATES THE BUILDING IS FIRE
 SPRINKLERED. THE ROOF PLAN A2.06 THE EXISTING ROOF PLAN
 NOR DOES A0.03 NOT INDICATE FIRE SPRINKLERS IN
 ACCORDANCE WITH THE 2020 FBC-BUILDING CODE FOR THE
 EXISTING ELEMENTS SUCH AS THE FOYER OR RESTROOMS. THE
 NEW ELEMENTS SERVICE STATION 301 & BAR AREAS 309 & 310
 ARE ALSO A NEW BUILDING ELEMENT THAT WOULD NEED TO SHOW
 COMPLIANCE WITH THE 2020 FBC-BUILDING CODE SECTION
 903.2.11.3.
  
 2) SHEET A0.03 ELISABETTAS LIFE SAFETY FLOOR PLAN:
  
 2A) THE FLOOR PLAN INDICATES 145 SEATS ON THIS FLOOR
 AND ONLY ONE SEAT APPEARS TO BE DESIGNATED AS AN
 ACCESSIBLE SEAT LOCATED AT THE BAR.
 THE 2020 FBC-ACCESSIBILITY CODE SECTION 226.1 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. 145 SEATS X 0.05 = 7.2 OR 8 ACCESSIBLE SEATS
 ARE REQUIRED.
  
 2B) 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.
  
 2C) 206.2.5 206.2.5 RESTAURANTS AND CAFETERIAS. IN
 RESTAURANTS AND CAFETERIAS, AN ACCESSIBLE ROUTE SHALL
 BE PROVIDED TO ALL DINING AREAS, BARS, INCLUDING RAISED
 OR SUNKEN DINING AREAS, AND OUTDOOR DINING AREAS.
  
 2D) 902.1. DINING SURFACES AND WORK SURFACES SHALL
 COMPLY WITH 902.2 AND 902.3. ADVISORY 902.1 GENERAL.
 DINING SURFACES INCLUDE, BUT ARE NOT LIMITED TO, BARS,
 TABLES, LUNCH COUNTERS, AND BOOTHS. EXAMPLES OF WORK
 SURFACES INCLUDE WRITING SURFACES, STUDY CARRELS,
 STUDENT LABORATORY STATIONS, BABY CHANGING AND OTHER
 TABLES OR FIXTURES FOR PERSONAL GROOMING, COUPON
 COUNTERS, AND WHERE COVERED BY THE ADA SCOPING
 PROVISIONS, EMPLOYEE WORKSTATIONS.
  
 2E)(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.
  
 2E)(2) 902.3 HEIGHT. THE TOPS OF DINING SURFACES AND
 WORK SURFACES SHALL BE 28 INCHES MINIMUM AND 34 INCHES
 MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. PLEASE REFER
 TO SHEET A2.02 FOR THE HEIGHT OF THE PORTION OF BAR
 THAT IS TO BE ACCESSIBLE IS INDICATED TO BE 36 INCHES
 HIGH.
  
 2F) ON THE NORTH SIDE OF THE BUILDING THERE ARE 6
 CABANAS IDENTIFIED AS CABANA 302 & CABANA 303. THERE
 ARE ONLY 2 EXTERIOR EXIT STAIRS AND THE VERTICAL
 CURTAINS BLOCK HE MEANS OF EGRESS TO GET TO THE
 NORTHWEST EXTERIOR STAIR. 2020 FBC-BUILDING CODE
 SECTION 1003.6 MEANS OF EGRESS CONTINUITY. OBSTRUCTIONS
 SHALL NOT BE PLACES IN THE MINIMUM WIDTH OR REQUIRED
 CAPACITY OF A MEANS OF EGRESS COMPONENT. THE MINIMUM
 WIDTH OR REQUIRED CAPACITY OF A MEANS OF EGRESS SHALL
 NOT BE DIMINISHED ALONG THE PATH OF EGRESS TRAVEL.
 DISCREPANCY IN PLANS LIFE SAFETY PLAN VERSES E-102 THE
 DEPTH OF THE CABANA AND THE REQUIRED EGRESS PATH.
 SHEET A2.06 ALSO SHOWS THE CABANA GOING ALL THE WAY TO
 THE GLASS HANDRAILS.
  
 2G) 2020 FBC-BUILDING CODE, GUARDS SECTION 1015.3
 EXCEPTION 4, SEE 1029.16.1 PERIMETER GUARDS. WHERE THE
 SEATBOARDS ARE ADJACENT TO THE PERIMETER, GUARD HEIGHT
 SHALL BE 42 INCHES MINIMUM, MEASURED FROM THE
 SEATBOARD.
  
 3) SHEET A2.02:
  
 3A) THE BAR PREP AREA NOTE 10 IS AT A HEIGHT OF 36
 INCHES IN HEIGHT.
 2020 ACCESS. SINKS. 2020 FBC-ACCESSIBILITY CODE SECTION
 606.3 HEIGHT. LAVATORIES AND SINKS SHALL BE INSTALLED
 WITH THE FRONT OF THE HIGHER OF THE RIM OR COUNTER
 SURFACE 34 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR
 GROUND.
  
 3B) THE WORK AREA BEHIND BAR AREA 309 DOES NOT PROVIDE
 THE WORKING HEIGHT OF THE LOWER COUNTER TOP NOR SINK
 HEIGHTS NOR COMPLIANCE WITH SINKS. 2020
 FBC-ACCESSIBILITY CODE SECTION 606.3 HEIGHT.
 LAVATORIES AND SINKS SHALL BE INSTALLED WITH THE FRONT
 OF THE HIGHER OF THE RIM OR COUNTER SURFACE 34 INCHES
 MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.
  
 4) SHEET A3.03 NONE OF THE RESTROOM ELEVATION DETAILS
 PROVIDE CODE COMPLIANCE WITH THE 2020FBC-ACCESSIBILITY
 CODE:
  
 4A) LAVATORIES 606.3. HEIGHT
 4B) LAVATORIES 606.2 CLEAR FLOOR SPACE
 4C) LAVATORIES 606.5 EXPOSED PIPES
 4D) MIRRORS 603.3 MIRRORS LOCATED ABOVE LAVATORIES OR
 COUNTERTOPS SHALL BE INSTALLED WITH THE BOTTOM EDGE OF
 THE REFLECTING SURFACE 40 INCHES MAXIMUM ABOVE THE
 FINISH FLOOR OR GROUND.
 4E) CLEARANCES AT WATER CLOSETS. 604.3 CLEARANCE
 4F) GRAB BARS/ RESTROOMS 2020 FBC-ACCESSIBILITY CODE
 SECTION 609.4 HEIGHT TOP OF GRAB BAR NOT CENTER LINE.
 4G) 2020 FBC-ACCESSIBILITY CODE SECTION 604.5.1 THE
 SIDE WALL GRAB BAR SHALL BE 42 INCHES LONG MINIMUM,
 LOCATED 12 INCHES MAXIMUM FROM THE REAR WALL.
 4H) 2020 FBC-ACCESSIBILITY CODE SECTION 604.5.2 REAR
 WALL. THE REAR WALL GRAB BAR SHALL BE 36 INCHES LONG
 MINIMUM AND EXTEND FROM THE CENTERLINE OF THE WATER
 CLOSET 12 INCHES MINIMUM ON ONE SIDE AND 24 INCHES
 MINIMUM ON THE OTHER SIDE.
 4I) TOILET PAPER DISPENSERS. 604.7. THE TOILET PAPER
 DISPENSER SHALL COMPLY WITH 309.4 AND SHALL BE 7 INCHES
 MINIMUM TO 9 INCHES MAXIMUM IN FRONT OF THE WATER
 CLOSET MEASURED TO THE CENTERLINE OF THE DISPENSER. THE
 OUTLET OF THE DISPENSER SHALL BE 15 INCHES MINIMUM AND
 48 INCHES MAXIMUM ABOVE THE FINISH FLOOR AND SHALL NOT
 BE LOCATED BEHIND THE GRAB BARS.
  
 5) SHEET A3.02 RESTROOM INSWING DOOR. PLEASE REVIEW
 SECTION 603.2.3. DOORS SHALL NOT SWING INTO THE CLEAR
 FLOOR SPACE OR CLEARANCES REQUIRED FOR ANY FIXTURE.
 DOORS SHALL BE PERMITTED TO SWING INTO THE REQUIRED
 TURNING SPACE. PLEASE SEE EXCEPTION 2. WHERE TOILET
 ROOMS ARE FOR INDIVIDUAL USE AND A CLEAR FLOORS SPACE
 COMPLYING WITH 305.3 IS PROVIDED WITHIN THE ROOM BEYOND
 THE ARC OF THE DOOR SWING. WHAT IS MISSING IS THE
 REQUIRED 30X48 INCH CLEAR FLOOR SPACE BEYOND THE ARC OF
 THE DOOR. USUALLY AT A 45% ANGLE TO THE DOOR ENTRANCE.
  
 6) SHEET A5.03 THE CABINETRY FOR THE UNDER THE COUNTER
 REFRIGERATOR, COUNTERTOP AT 3 FEET 1 ? INCHES.
 DETAIL 3 BOTH THE UNDER THE COUNTER REFRIGERATOR
 CABINETRY AND STORAGE CABINETRY ARE BOTH 3FEET 1 ?
 INCHES IN HEIGHT. DETAIL 2 THE STORAGE CABINETRY IS
 LOWER AND WITHOUT A VERTICAL DIMENSION. 107.2.1.
 ADDITIONAL INFORMATION IS REQUIRED. DISCREPANCY IN
 PLANS. 2020 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION
  
 7) SHEET A6.02 WINDOW SCHEDULE WINDOW B DOES NOT
 INDICATE IF IT IS LARGE MISSILE IMPACT. 107.2.1.
 ADDITIONAL INFORMATION IS REQUIRED. WINDOWS 30 FEET OR
 LESS ABOVE GRADE REQUIRE LARGE MISSILE IMPACT GLAZING.
 2020 FBC-B SECTION 1609.1.2.2.
  
 8) SHEET 6-3 VERSES A0.01 PROJECT DATA:
  
 8A) SHEET A0.01 PROJECT DATA LIST THE BUILDING TYPE AS
 A TYPE IIIA. DETAIL 2 INDICATES 6X20 GA. METAL STUDS,
 5/8-INCH CDX PLYWOOD FOR WALLS, AND ROOF CDX PLYWOOD
 FOR THE DECK. PLEASE REVIEW THE REQUIREMENTS FOR
 EXTERIOR BEARING WALLS REQUIRING A 2-HOUR FIR RATING
 (TABLE 601) AND ROOF CONSTRUCTION (TABLE 601) 1 HOUR
 INCLUDING SECONDARY FRAMING MEMBERS. SECTION 602.3 FIRE
 RETARDANT TREATED WOOD.
  
 8B)(1) ROOF OVER BAR FRAMING PLAN. THIS DETAIL
 INDICATES STEEL COLUMNS AND ROOF FRAMING LAYOUT. THERE
 IS NO INFORMATION AS TO HOW THE COLUMNS ARE GOING TO BE
 ONE-HOUR FIRE RESISTANCE RATING FOR THE PRIMARY
 STRUCTURAL FRAME PER 2020 FBC-BUILDING CODE TABLE 601 &
 SECTION 602.3.
  
 8B)(2) ROOF OVER BAR FRAMING PLAN. THIS DETAIL
 INDICATES PRIMARY AND SECONDARY ROOF FRAMING MEMBERS AS
 WELL AS NOTE 1 ROOF DECK SHALL BE B DECK W/ 5/8-INCH
 DIA. PUDDLE WELD. THE PLAN IS SILENT AS TO COMPLIANCE
 WITH 1-HOUR FIRE RESISTANCE RATING REQUIREMENTS IN
 TABLE 601.
  
 8C) PLEASE NOTE THIS IS A 3-STORY BUILDING AND 1ST
 OCCUPANCY FOR THE 3RD FLOOR. PLEASE PROVIDE HOW
 HORIZONTAL FIRE SEPARATION BETWEEN THE A2 ROOF TOP
 OCCUPANCY AND 2ND FLOOR BUSINESS IS TO OCCUR FOR MIXED
 OCCUPANCIES 2020 FBC-B TABLE 707.3.10 FOR ASSEMBLY VS.
 BUSINESS OCCUPANCIES, 2 HOURS AND COLUMNS SUPPORTING
 THE 2ND FLOOR.
  
 8D) DETAIL # 6 CANOPY COLUMNS FIELD WIELDING AND SHEET
 S-4 DETAILS 1 & 2. WELDED OR BOLTED CONNECTIONS. THIS
 BUILDING CONTAINS EITHER BOLTED AND OR WELDED
 CONNECTIONS. THE CONTRACTOR IS REQUIRED TO PROVIDE WELD
 PROCEDURE SPECIFICATIONS & WELDER OPERATOR PERFORMANCE
 QUALIFICATION RECORDS IN ACCORDANCE WITH THE REFERENCED
 STANDARDS AT TIME OF INSPECTION FOR FIELD WIELDING, ON
 THE JOB-SITE WIELDING. THIRD PARTY CERTIFICATION WILL
 BE REQUIRED.
 THE OWNER MAY JUST HIRE A 3RD PARTY ENGINEERING FIRM TO
 COMPLETE AND APPROVE THE FORMER INSPECTIONS. REPORTS
 SUBMITTED TO BUILDING INSPECTOR AT TIME OF FRAMING
 INSPECTION.
 2020 FBC-B 2204.1 WELDING
 1. WELD PROCEDURES SPECIFICATIONS
 2. QUALIFICATIONS OF WELDING PERSONAL
 2017 FBC-B 2204.2 BOLTING.
 IF FURTHER CLARIFICATION AND OR QUESTIONS IS REQUIRED,
 PLEASE CONTACT THE CHIEF BUILDING INSPECTOR KEN CONRAD
 AT 561-805-6666 OR ACTING CHIEF BUILDING INSPECTOR
 RICHARD BRUNELLE AT 561-805-6670.
  
 9) SHEET S-0 PROVIDES THE WIND DESIGN CRITERIA BUT DOES
 NOT PROVIDE THE PRESSURES FOR ROOF ZONES, 1, 2,OR 3 &
 WALL ZONES 4 & 5 FOR COMPONENTS AND CLADDING. PLEASE
 ALSO INCLUDE THE MEAN ROOF HEIGHT. PLEASE PROVIDE ALL
 COMPONENT AND CLADDING PRESSURES IN VASD. THANK YOU,
 ALL PRODUCT APPROVALS ARE IN VASD.
  
 10) COMPONENTS & CLADDING. PLEASE SUBMIT THE COMPONENTS
 AND CLADDING PRODUCT APPROVALS. 2020 FBC-B 1609.1.2
 PROTECTION OF OPENINGS, 1609.6.4.4.1 COMPONENTS &
 CLADDING. FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS,
 ADMINISTRATIVE CODE 61G20-3.005, 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 & MULLIONS
 (C) WALL LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES, LIGHTWEIGHT
 CONCRETE INSULATION, ROOF TOP VENTILATORS
  
 11) W. P. B. 107.3.4. PRODUCT APPROVALS. THOSE PRODUCTS
 WHICH ARE REGULATED BY FLORIDA ADMINISTRATIVE CODE RULE
 61G20 SHALL BE REVIEWED AND APPROVED IN WRITING (SHOP
 DRAWING STAMP OF APPROVAL) BY THE DESIGNER OF RECORD
 PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL.
 FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR
 SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,
 SHOP DRAWINGS ETC.
  
 12) 107.3.4.2 DEFERRED SUBMITTALS. FOR THE PURPOSES OF
 THIS SECTION, DEFERRED SUBMITTALS ARE DEFINED AS THOSE
 PORTIONS OF THE DESIGN THAT ARE NOT SUBMITTED AT THE
 TIME OF THE APPLICATION AND THAT ARE TO BE SUBMITTED TO
 THE BUILDING OFFICIAL WITHIN A SPECIFIED PERIOD.
 DEFERRAL OF ANY SUBMITTAL ITEMS SHALL HAVE THE PRIOR
 APPROVAL OF THE BUILDING OFFICIAL. THE REGISTERED
 DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALL LIST
 THE DEFERRED SUBMITTALS ON THE CONSTRUCTION DOCUMENTS
 FOR REVIEW BY THE BUILDING OFFICIAL.
  
 DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE
 SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN
 RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD
 THEM TO THE BUILDING OFFICIAL WITH A NOTATION
 INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE
 BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO
 THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL
 ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED
 SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING
 OFFICIAL.
  
 13) IDENTIFY GLAZING. PLEASE IDENTIFY IN THE PRODUCT
 APPROVAL BEFORE SUBMITTING TO DESIGNER OF RECORD AND
 BEFORE SUBMISSION TO THE BUILDING DEPARTMENT. FOR ALL
 PRODUCTS WITH GLAZING, PLEASE IDENTIFY THE OPENING
 WIDTH & HEIGHT, SILL HEIGTH, TYPE OF GLAZING, MULLION
 SIZE, LENGTH IF UNREINFORCED OR REINFORCED INFORMATION
 IF REQUIRED, ATTACHMENTS AND ASSOCIATE PRESSURES FOR
 EACH OPENING SIZE. 2020 FBC-B 1405.13.1 INSTALLATION.
 WINDOWS AND DOORS SHALL BE INSTALLED IN ACCORDANCE WITH
 APPROVED MANUFACTURER?S INSTRUCTIONS. FASTENER SIZE AND
 SPACING SHALL BE PROVIDED IN SUCH INSTRUCTIONS AND
 SHALL BE CALCULATED BASED ON MAXIMUM LOADS AND SPACING
 USED IN THE TESTS.
  
 14) ROOFING: FOR ALL ROOFING PRODUCTS PLEASE IDENTIFY
 ALL ROOFING SUB-SYSTEMS AND THEIR ASSOCIATED PRESSURES
 FOR ROOF ZONE # 1. REVIEW THE PRODUCT APPROVAL
 LIMITATIONS, IF ENHANCED FASTENING IS ALLOWED FOR ROOF
 ZONES 2 & 3. FASTENER DENSITIES SHALL BE INCREASED FOR
 BOTH INSULATION & THE BASE SHEET AS CALCULATED IN
 COMPLIANCE WITH ROOFING APPLICATION STANDARDS RAS 117.
 CALCULATION PREPARED, SIGNED AND
 SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER OR
 REGISTERED ARCHITECT. 1609.6.4.4.1 COMPONENTS &
 CLADDING.
  
 15) SHEET A5.04 DETAILS 3 & 5 BOTH SHOW THE USE OF ?
 INCH CDX PLYWOOD, PLEASE REVIEW SECTION 602.3 EXTERIOR
 WALLS ARE OF NONCOMBUSTIBLE MATERIAL.
  
 16) SHEET A5.04 DETAILS 3 & 5 BOTH SHOW THE USE OF ?
 INCH CDX PLYWOOD AS ROOF SHEATHING WHEREAS S-3 SHOWS ON
 THE ROOF FRAMING OVER THE BAR NOTE 1 1 ? INCH 20-GAUGE
 B DECKING, DISCREPANCY IN PLANS.
 107.2.1. ADDITIONAL INFORMATION IS REQUIRED. 2020 WEST
 PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE,
 CHAPTER 1, ADMINISTRATION.
  
 17) SHEET A5.04 DETAILS 3 BAR ROOF DETAIL SHOW THE USE
 OF ? INCH CDX PLYWOOD ON THE EXTERIOR ROOF TOP WALL AS
 WELL AS A SUB-CEILING DECKING MEMBER. TYPE IIIA
 CONSTRUCTION. SEE SECTION 603 FOR TYPE III
 CONSTRUCTION. THE OTHER ISSUE IS THE ROOF FRAMING
 MEMBERS ARE STATED TO BE BAR JOIST IN THE STRUCTURAL
 PLANS, HOW WILL ANY CEILING SUB-SHEATHING BE ATTACHED
 TO THE BAR JOIST? 107.2.1. ADDITIONAL INFORMATION IS
 REQUIRED. 2020 WEST PALM BEACH AMENDMENTS TO THE
 FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATION.
  
 18) A TRANSMITTAL LETTER / NARRATIVE 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.
  
 PLEASE NOTE WITH THE LACK OF INFORMATION FOR THIS
 REVIEW, SUBSEQUENT REMARKS MAYBE MADE IN THE NEXT
 REVIEW CYCLE.
  
  
 AUGUST 02ND/ 2021 ALL PLANS EXAMINERS WILL BE WORKING
 FROM CITY HALL.
 MY WORK HOURS ARE USUALLY TUES. & WED. 7:30 AM- 4:30 PM
 PART-TIME/ RETIRED.
  
 IF YOU WISH TO SPEAK WITH A PLANS EXAMINER BEFORE I GET
 BACK INTO THE OFFICE CALL
 (561)805-6700 AND ASK FOR THE PLANS EXAMINER ON-CALL.
 THANK YOU.
  
 JAMES A. WITMER BN, PX, SFP, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES
 DEPARTMENT
 401 CLEMATIS ST. WEST PALM BEACH. FL 33402
 TEL: 561-805-6717
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  


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