Plan Review Notes
Plan Review Notes For Permit 21050016
Permit Number 21050016
Review Stop B
Sequence Number 1
Notes
Date Text
2021-05-23 16:46:43WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2020 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 21050016
 ADD: 1400 VILLAGE BLVD. #920
 CONT: BELFOR USA GROUP
 TEL: 954-271-2549
 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: SUN. MAY 23RD/ 2021
 ACTION: DENIED
 1) SHEET A-1:
 1A) PLEASE NOTE THE CODE REFERENCE TO THE
 FBC-RESIDENTIAL PER R101.2 (R-3) WOULD BE A REFERENCE
 TO A SINGLE FAMILY DWELLING NOT A MULTI-FAMILY
 APARTMENT BUILDING OR CONDOMINIUM. PLEASE REFER TO THE
 2020 FBC-BUILDING CODE SECTION 310.4. ON ALL SHEETS
 PLEASE CORRECT YOUR CODE SECTIONS TO THE 2020
 FBC-BUILDING THE 7TH EDITION AND APPROPRIATE CODE
 SECTIONS WITHIN.
  
 1B) THE DESIGNER OF RECORD ALSO MAKES REFERENCE TO THE
 EXISTING BUILDING CODE AND SECTION ON REPAIRS. THE
 DOLLAR VALUE FOR THE WORK UNDER THIS PERMIT IS
 $145,600.00 DOLLARS IN VALUE. THAT WOULD APPEAR TO BE
 MORE THAN JUST SIMPLE REPAIRS. THE PLANS ARE SILENT AS
 TO IF THERE IS ANY STRUCTURAL DAMAGE TO BEARING WALLS
 AND OR TO FLOOR FRAMING MEMBERS. THE REPLACEMENT VALUE
 FOR THIS APARTMENT FOR 656 SQ. FT. X $120.00 =
 $78,780.00 DOLLARS IN VALUE. PLEASE PROVIDE COMPLIANCE
 WITH SECTION 606.2.2.1 EVALUATION REPORT. THE PERMIT
 REPLACEMENT VALUE IS ALSO DOUBLE WHAT OUR 2020 ICC
 TABLES FOR NEW CONSTRUCTION ARE FOR TYPE VI
 CONSTRUCTION/ R2 OCCUPANCY.
  
 1C) SHEET A-1 WALL KEYED NOTES LIST NOTE # 2 INTERIOR
 BEARING STUDS 2X4?S @ 16 O. C. W/ 5/8-INCH TYPE X GWB
 (1HR. RATED). PLEASE PROVIDE EITHER A UL OR GYPSUM
 ASSOC. LISTING AND DETAIL FOR ALL COMPONENTS OF THE
 WALL SYSTEM. IN THE 2020 FBC-B TABLE 721.1(2) /14-1.2 &
 14-1.5 INDICATE 2 LAYERS OF EITHER ? INCH OR 5/8-INCH
 FIRE RATED (TYPE X) GWB. ALSO SEE SECTION 420.4. OF THE
 2020 FBC-B.
  
 1D) THE SAME TYPE NOTES FOR WOOD FRAME CEILING RAFTERS.
 FLOOR / CEILING 1 HR. RATED ASSEMBLY. PLEASE PROVIDE A
 FLOOR/ CEILING ASSEMBLY EITHER A UL LISTING OR GYPSUM
 ASSOCIATION DIAGRAM LISTING ALL OF THE COMPONENTS THAT
 MAKE UP THE FLOOR/ CEILING ASSEMBLY. 2020 FBC-B SECTION
 420.3.
  
 2) SHEET A2. PLEASE NOTE THE TERM CEILING RAFTERS
 REFERS TO SOLID WOOD FRAMING MEMBERS. WHEN THESE UNITS
 WERE BEING BUILT, ESPECIALLY WOOD FRAMED WALLS THE
 FLOOR FRAMING SYSTEM WAS NOT FLOOR JOIST (SOLID WOOD
 FRAMING) BUT OPEN WEB FLOOR TRUSSES. THERE IS A
 DIFFERENCE IN HOW FLOOR SYSTEMS ARE CONSTRUCTED.
  
 2A) DETAIL # 3 ON SHEET A2 SHOWS A DOUBLE WALL SYSTEM
 COMMON AT TENANT SEPARATION WALLS WHERE THERE WOULD BE
 3- OR 4-INCH PLUMBING PIPES. THE ISSUE WITH THIS DETAIL
 IS THERE IS NO FIRE STOPS OR FIRE BLOCKING IN THE
 DETAIL IN COMPLIANCE WITH SECTION 718.2.3 OF THE 2020
 FBC-BUILDING CODE.
  
 2B) THE FLOOR PLAN DETAIL 1/ A-2 SHOWS HATCHED CEILING
 & SOFFIT BELOW THE FIRE RATED CEILING BUT THERE IS NO
 DETAILS FOR THE FRAMING MEMBERS, SIZE OR SPACING OF THE
 HORIZONTAL FRAMING MEMBERS, IF MID-SPAN SUPPORTS ARE
 REQUIRED, ANCHOR TYPES NOR THE THICKNESS AND TYPE OF
 THE FINISHED CEILING MATERIAL. 107.2.1.2. ADDITIONAL
 INFORMATION IS REQUIRED.
  
 2E) NOTE OF INTEREST. IF THE SOFFIT BETWEEN THE AIR
 HANDLER CLOSET AND THE DROPPED CEILING IN THE KITCHEN
 IS ELIMINATED THEN RADIANT DAMPERS ARE REQUIRED WHERE
 THE DUCT WORK GOES ABOVE THE FIRE RATED CEILING OR
 RATING THE AREA REQUIRED FOR THE DUCTWORK ABOVE THE
 FIRE RATED CEILING FROM THE REST OF THE AREA WITHIN THE
 FLOOR TRUSS ASSEMBLY, THIS INCLUDES THE PLYWOOD FLOOR
 DECK OF THE UNIT ABOVE. SECTION 420.3 OF THE 2020
 FBC-B.
  
 3) SHEET M101 SHOWS A DETAIL IN THE LOWER RIGHT HAND
 CORNER WHERE THERE IS NO RATED CEILING, JUST A DROPPED
 CEILING. THE OTHER ISSUE WITH MECHANICAL DUCTWORK WHEN
 GOING THROUGH THE FIRE RATED CEILING IS THE REQUIREMENT
 FOR LISTED CEILING RADIATION DAMPERS SEE SECTION
 717.6.2 (2) OF THE 2020 FBC-BUILDING.
  
 4) SHEET A1 THE DOOR SCHEDULE NOTE # 1 INDICATES THE
 REMOVAL AND REPLACEMENT OF THE ENTRY DOOR. THE WIND
 LOAD PRESSURES ARE GIVEN AS +39.4 / -42.7 PSF. NOTE
 THESE PRESSURES DO NOT STATE IF THEY ARE VULT OR VASD.
 MISSING WIND DESIGN CRITERIA, 2020 FBC-B 1603.1.4 WIND
 DESIGN DATA.
 THE FOLLOWING INFORMATION RELATED TO WIND LOADS SHALL
 BE SHOWN, REGARDLESS OF WHETHER WIND LOADS GOVERN THE
 DESIGN OF THE LATERAL FORCE-RESISTING SYSTEM OF THE
 STRUCTURE:
 4.1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST),
 MILES PER HOUR AND NOMINAL DESIGN WIND SPEED, VASD, AS
 DETERMINED IN ACCORDANCE WITH SECTION 1609.3.1.
 4.2. RISK CATEGORY.
 4.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE
 THAN ONE WIND EXPOSURE IS UTILIZED. TABLE 1609.7.2.
 HEIGHT AND EXPOSURE. ASCE 7-16 TABLE 30.3.1.
 4.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT.
 4.5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR
 COMPONENTS AND CLADDING MATERIALS SPECIFICALLY DESIGNED
 BY THE REGISTERED DESIGN PROFESSIONAL RESPONSIBLE FOR
 THE DESIGN OF THE STRUCTURE, PSF.
 4.6. TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT &
 EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE
 BUILDING. ASCE 7-10 TABLE 30.3.1. 1609.3.1 WIND SPEED
 CONVERSION VULT TO VASD.
  
 5) IN THE FILE DOCUMENT FOLDER WAS INFORMATIONAL SHEETS
 (1-3) FOR A MASONITE EXTERIOR DOOR. THE SUBMITTED
 SHEETS ARE NEITHER A MIAMI-DADE NOA NOR A FLORIDA
 APPROVAL. ALL PRODUCT APPROVALS IN FLORIDA MUST HAVE
 3RD PARTY CERTIFICATION. 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.
  
 6) 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.
  
 7) 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.
  
 PLEASE NOTE WITH THE LACK OF INFORMATION FOR THIS
 REVIEW, SUBSEQUENT REMARKS MAYBE MADE IN THE NEXT
 REVIEW CYCLE.
  
 PLEASE NOTE WE ARE WORKING FROM HOME BECAUSE OF COVID
 19
 IF YOU WOULD LIKE TO CONTACT ME, MY CELL NUMBER IS
 561-718-9724.
 WORKING HOURS ARE MON.- WED. 8:00 AM- NOON. PART-TIME/
 RETIRED.
  
 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]
  
 DEVELOPMENT SERVICES HOME PAGE
 HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP
  
 PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS
 LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS
 REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO
 THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE
 THEREFORE SUBJECT TO PUBLIC DISCLOSURE.
  
 MEMBER OF BOAF: BUILDING OFFICIALS ASSOCIATION OF
 FLORIDA SAVING LIVES AND PROPERTY SINCE 1953
  
  


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