Plan Review Notes
Plan Review Notes For Permit 21010992
Permit Number 21010992
Review Stop B
Sequence Number 1
Notes
Date Text
2021-03-01 12:45:50WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2020 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 21010992
 ADD: 1225 PALM BEACH LAKES BLVD.
 CONT: VAN NESS & CALLAWAY CONSTRUCTION
 TEL: 561-371-0615
 E-MAIL: [email protected]
  
 2020 FLORIDA BUILDING CODE W 2020 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 1ST REVIEW
 DATE: MONDAY MARCH 01ST/ 2021
 ACTION: DENIED
  
 1) THE TITLE-SHEET DOES NOT LIST A CURRENT SURVEY, OR
 SITE PLAN. THE TITLE-SHEET LIST THERE ARE CIVIL PLANS
 UNDER SEPARATE COVER. THE APPLICATION MYGEONAV SHOWS
 THERE IS A BUILDING AND PARKING LOT AT THIS LOCATION
 ALREADY. PLEASE PROVIDE AN UP TO DATE SURVEY SHOWING
 THE PRESENT BUILDING AND THE LOCATION OF THE PROPOSED
 BUILDING. PLEASE SHOW HOW COMPLIANCE WITH SECTION
 503.2.1 OF THE 2020 FBC-BUILDING ARE GOING TO BE
 ACCOMPLISHED. TWO BUILDINGS ON THE SAME LOT SHALL BE
 REGULATED AS SEPARATE BUILDINGS OR SHALL BE CONSIDERED
 AS PORTIONS OF ONE BUILDING WHERE THE BUILDING HEIGHT,
 NUMBER OF STORIES OF EACH BUILDING AND THE AGGREGATE
 BUILDING AREA OF THE BUILDINGS ARE WITHIN THE
 LIMITATIONS SPECIFIED IN SECTIONS 504.4 AND 506.2. OR.
 TWO BUILDINGS ON THE SAME LOT ARE CONSIDERED
 INDEPENDENTLY FOR COMPLIANCE WITH THE REQUIREMENTS
 OF THE CODE. SECTION 705.3 REQUIRES THAT WHEN TWO
 BUILDINGS ARE ON THE SAME LOT, AN ?IMAGINARY? LINE IS
 ASSUMED BETWEEN THE BUILDINGS. THIS IS USED TO
 DETERMINE THE APPROPRIATE EXTERIOR WALL FIRE-RESISTANCE
 RATINGS IN TABLE 602, EXTERIOR WALL REQUIREMENTS OF
 SECTION 705, PROJECTION REQUIREMENTS OF SECTION 705.2
 AND OPENING PROTECTIVE RATINGS AND REQUIREMENTS SET
 FORTH IN TABLE 705.8 AND SECTION 716 (ALSO SEE THE
 COMMENTARY FOR THE DEFINITION OF ?FIRE SEPARATION
 DISTANCE?).
  
 2) WITH 2 BUILDINGS ON THE SAME LOT EACH BUILDING IS
 REQUIRED TO HAVE THEIR OWN SEPARATE ADDRESS AND A SITE
 ADDRESS AS WELL.
 2020 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION 107.2.1 INFORMATION ON CONSTRUCTION
 DOCUMENTS. CONSTRUCTION DOCUMENTS SHALL BE OF
 SUFFICIENT CLARITY TO INDICATE THE LOCATION, NATURE AND
 EXTENT OF THE WORK PROPOSED.
  
  
  
 3) THIS ROUND OF REVIEW, THERE WERE NO DOCUMENTS
 SUBMITTED FOR THE ENERGY REVIEW UNDER THE 2020
 FBC-ENERGY. 2020 ENERGY CODE SECTION C401.2
 APPLICATION.
 COMMERCIAL BUILDINGS SHALL COMPLY WITH ONE OF THE
 FOLLOWING:
 3.1. THE REQUIREMENTS OF ANSI/ASHRAE/IESNA 90.1,
 EXCLUDING SECTION 9.4.1.1(G) OF THE STANDARD.
 3.2. THE REQUIREMENTS OF SECTIONS C402 THROUGH C405. IN
 ADDITION, COMMERCIAL BUILDINGS SHALL COMPLY WITH
 SECTION C406 AND TENANT SPACES SHALL COMPLY WITH
 SECTION C406.1.1.
 3.3. THE REQUIREMENTS OF SECTIONS C402.5, C403.2, C404,
 C405.2, C405.3, C405.5, C405.6 AND C407. THE BUILDING
 ENERGY COST SHALL BE EQUAL TO OR LESS THAN 85 PERCENT
 OF THE STANDARD REFERENCE DESIGN BUILDING.
  
 4) THE TITLE SHEET INDICATES IN THIS SUBMISSION OF
 PLANS INCLUDED IN THIS SET OF PLANS THERE SHOULD BE
 STRUCTURAL SHEETS S-1.0 -S4.4, 8 STRUCTURAL SHEETS.
 THESE SHEETS WERE NOT UPLOADED AND COULD NOT BE
 REVIEWED. 2020 FBC-BUILDING. QUESTIONABLE SOILS.
 1803.5.2 QUESTIONABLE SOIL. WHERE THE CLASSIFICATION,
 STRENGTH OR COMPRESSIBILITY OF THE SOIL IS IN DOUBT OR
 WHERE A LOAD-BEARING VALUE SUPERIOR TO THAT SPECIFIED
 IN THIS CODE IS CLAIMED, THE BUILDING OFFICIAL SHALL BE
 PERMITTED TO REQUIRE THAT A GEOTECHNICAL INVESTIGATION
 BE CONDUCTED.
  
  
 5) MISSING STRUCTURAL SHEETS. 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:
  
 5.1. 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.
  
 5.2. RISK CATEGORY.
  
 5.3. 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.
  
 5.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT.
  
 5.5. 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.
  
 5.6. TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT &
 EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE
 BUILDING. ASCE 7-16 TABLE 30.3.1. 1609.3.1 WIND SPEED
 CONVERSION VULT TO VASD.
  
 6) 2020 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION 107.3.5
 MINIMUM PLAN REVIEW CRITERIA. 107.3.5 MINIMUM PLAN
 REVIEW CRITERIA FOR BUILDINGS AND OR STRUCTURES.
 107.3.5.1 COMMERCIAL BUILDINGS
 107.3.5.1.1. BUILDING
 MISSING CODE DATA:
 STRUCTURAL REQUIREMENTS SHALL INCLUDE:
 SOIL CONDITIONS/ANALYSIS
 TERMITE PROTECTION
 DESIGN LOADS
 WIND REQUIREMENTS
 BUILDING ENVELOPE
 WALL SYSTEMS
 FLOOR SYSTEMS
 ROOF SYSTEMS
 MATERIALS SHALL BE REVIEWED AND SHALL AT A MINIMUM
 INCLUDE THE FOLLOWING:
 WOOD
 STEEL
 ALUMINUM
 CONCRETE
 PLASTIC
 GLASS
 MASONRY
 GYPSUM BOARD AND PLASTER
 INSULATING (MECHANICAL)
 ROOFING
 INSULATION
  
 7) POSSIBLE REQUIREMENT, ARCHITECTURAL SHEETS SHOW WOOD
 TRUSSES AND PLYWOOD SHEATHING. IF BAR JOIST AND METAL
 DECK SYSTEM ARE USED. WELDED OR BOLTED 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. 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.
  
 8) THE ROOF PLAN HAS A NOTE THE PRIMARY AND OVERFLOW
 SCUPPER OPENINGS ARE TO BE SIZED PER U.P.C. APPENDIX D
 AND LOCAL CODE REQUIREMENTS. PLEASE REVIEW IN THE 2020
 FBC-B SECTIONS:
 1503.4 ROOF DRAINAGE. UNLESS ROOFS ARE SLOPED TO DRAIN
 OVER ROOF EDGES, DESIGN AND INSTALLATION OF ROOF
 DRAINAGE SYSTEMS
 SHALL COMPLY WITH SECTION 1503 AND THE FLORIDA BUILDING
 CODE, PLUMBING, CHAPTER 11.
 1503.4.2.1 OVERFLOW SCUPPERS. AN OVERFLOW SCUPPER SHALL
 BE SIZED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE,
 PLUMBING.
  
 9A) SHEET A6.0 CONSTRUCTION DETAILS, HVAC CURB. PLEASE
 NOTE WITHOUT THE ROOF INSULATION THICKNESS THE HEIGHT
 OF THE ROOF CURB IS A UNKNOWN. THE PLAN STATES 8 INCH
 MINIMUM TO 1FOOT 2 INCHES TO THE TOP OF CURB. THE 2020
 FBC-B SECTION 1510.10 STATES THE CURB TO BE A MINIMUM
 OF 8 INCHES ABOVE THE FINISHED ROOF HEIGHT.
  
 9B) THE DETAIL ALSO STATES THIS CURB TYPE IS A
 KNOCK-DOWN FLAT METAL CURB BY RTU SUPPLIER. PLEASE
 PROVIDE THE ATTACHMENT OF THE ROOF CURB TO THE MWFRS
 (MAIN WIND FORCE RESISTING SYSTEM) AND THE RTU UNIT TO
 THE CURB.
  
 2020 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.
 FBC-B-1609.6.4.4.1 COMPONENTS AND CLADDING. WIND
 PRESSURE FOR EACH COMPONENT OR CLADDING ELEMENT IS TO
 BE DESIGNED FOR WIND PRESSURES COMPONENTS AND
 ATTACHMENTS.
  
 LATERAL FORCE-RESISTING SYSTEM. FOR ALL ROOF TOP
 EQUIPMENT, CURBS, FANS OR A/C STANDS, AND OR VENTS,
 DETAILED ATTACHMENT TO THE ROOF FRAMING & DECK AS WELL
 AS FROM THE CURB OR ROOF STAND TO THE EQUIPMENT ABOVE.
  
 2020 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.
  
 9C) SHEET A6.0 DETAIL 18 SHOWS ROOF TOP EXHAUST FANS
 AND CURBS. SEE COMMENT 9B REPEATED.
  
 10) SHEET ADA.1: THE DETAILS FOR THE TOILET PAPER
 DISPENSER DOES NOT PROVIDE THE DISTANCE FROM THE FRONT
 OF THE WATER CLOSET TO THE CENTERLINE OF THE DISPENSER.
 2020 FBC-ACCESSIBILITY CODE, 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.
  
  
 11) SHEET ADA.2 INDICATES AA ENLARGED ACCESSIBLE
 PARKING DETAIL AND ACCESS AISLE, DETAIL 16 OF ADA1.1.
 THIS SHEET NOT INCLUDED IN THIS SET OF PLANS NOR THE
 INDEX SHEET.
 ACCESSIBLE PARKING SPACE / STALL PAINTING.
 2020 ACCESSIBILITY CODE SECTION 502.2 VEHICLE SPACES.
 EACH PARKING SPACE MUST BE AT LEAST 12 FEET WIDE, SHALL
 BE MARKED TO DEFINE THE WIDTH, AND SHALL HAVE AN
 ADJACENT ACCESS AISLE COMPLYING WITH 502.3.
 ADVISORY 502.3.3MARKING THE METHOD AND MARKING OF COLOR
 OF MARKING ARE NOT SPECIFIED BY THESE REQUIREMENTS BUT
 MAY BE ADDRESSED BY STATE OR LOCAL LAWS OR REGULATIONS.
 WEST PALM MUNI-CODE ARTICLE XV PARKING DETAIL, 94-485
 ILLUSTRATES WITH MEASUREMENTS FOR DOUBLE STRIPE STALL
 PAINTING.
  
 502.4 ACCESS AISLE & PARKING SPACE SAME LEVEL/ 502.4,
 FLOOR AND GROUND SURFACES. PARKING SPACES AND THE
 ACCESS AISLES SERVING THEM SHALL COMPLY WITH 302.
 ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING
 SPACES THEY SERVE.
 CHANGES IN LEVEL ARE NOT PERMITTED. EXCEPTION: SLOPES
 NOT GREATER THAN 1:48 SHALL BE PERMITTED. GIVE
 ELEVATION MARKERS TO SHOW COMPLIANCE.
  
 12) THE SUBMITTED PRODUCT APPROVALS WERE NOT REVIEWED
 THIS CYCLE SINCE THERE WERE NO STRUCTURAL DRAWINGS
 WHICH WOULD HAVE HAD THE WIND DESIGN CRITERIA LISTED
 AND THE ASSOCIATED PRESSURES.
  
 12A) COMPONENTS & CLADDING. 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, MULLIONS & ROOF HATCHES.
 (B) WINDOWS & MULLIONS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES, LIGHTWEIGHT
 CONCRETE INSULATION, ROOF TOP VENTILATORS & FANS
 (G) PRE-ENGINEERED A/C STANDS
  
 12B) 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.
  
 12C) 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.
  
 12D) IDENTIFY GLAZING/ MULLIONS. PLEASE IDENTIFY ON 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, 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.
  
 12E) EFIS SYSTEMS: PLEASE PROVIDE THE PRODUCT APPROVAL
 FOR THE SYSTEM TO BE INSTALLED. PLEASE ALSO PROVIDE THE
 MANUFACTURERS INSTALLATION BROCHURE PROVIDING
 COMPLIANCE WITH 2014 FBC-B SECTIONS;
 1408.2 PERFORMANCE CHARACTERISTICS.
 1408.2 PERFORMANCE CHARACTERISTICS.
 1408.3 STRUCTURAL DESIGN.
 1408.4 WEATHER RESISTANCE.
 1408.4.1 EIFS WITH DRAINAGE.
 408.4.1.1 WATER-RESISTIVE BARRIER.
 1408.5 INSTALLATION.
  
 12F) 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.
  
 12G) 2020 FBC-B 1011.16 LADDERS. PERMANENT LADDERS
 SHALL NOT SERVE AS A PART OF THE MEANS OF EGRESS FROM
 OCCUPIED SPACES WITHIN A BUILDING. PERMANENT LADDERS
 SHALL BE PERMITTED TO PROVIDE ACCESS TO THE FOLLOWING
 AREAS:
 1.SPACES FREQUENTED ONLY BY PERSONNEL FOR MAINTENANCE,
 REPAIR OR MONITORING OF EQUIPMENT.
 5.NONOCCUPIED ROOFS THAT ARE NOT REQUIRED TO HAVE
 STAIRWAY ACCESS IN ACCORDANCE WITH SECTION
 1011.12.1.
 6.LADDERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH
 SECTION 306.5 OF THE FLORIDA BUILDING CODE,
 MECHANICAL.
 LADDERS SHALL COMPLY WITH THE FOLLOWING MINIMUM DESIGN
 CRITERIA:
 1. THE SIDE RAILING SHALL EXTEND ABOVE THE PARAPET OR
 ROOF EDGE NOT LESS THAN 30 INCHES (762 MM).
 2. LADDERS SHALL HAVE RUNG SPACING NOT TO EXCEED 14
 INCHES (356 MM) ON CENTER.
 3. LADDERS SHALL HAVE A TOE SPACING NOT LESS THAN
 6-INCHES (152 MM) DEEP.
 4. THERE SHALL BE A MINIMUM OF 18 INCHES (457 MM)
 BETWEEN RAILS.
 5. RUNGS SHALL HAVE A MINIMUM 0.75-INCH (19 MM)
 DIAMETER AND BE CAPABLE OF WITHSTANDING A 300-POUND
 (136.1 KG) LOAD.
 6. LADDERS OVER 30 FEET (9144 MM) IN HEIGHT SHALL BE
 PROVIDED WITH OFFSET SECTIONS AND LANDINGS CAPABLE OF
 WITHSTANDING 100 POUNDS PER SQUARE FOOT (488.2 KG/M2).
 7. LADDERS SHALL BE PROTECTED AGAINST CORROSION BY
 APPROVED MEANS. CATWALKS INSTALLED TO PROVIDE THE
 REQUIRED ACCESS SHALL BE NOT LESS THAN 24-INCHES (610
 MM) WIDE AND SHALL HAVE RAILINGS AS REQUIRED FOR
 SERVICE PLATFORMS.
  
 12H) ROOF TOP HATCHES/ ROOF ACCESS/ 2020 FBC-B
 1011.12.2. IN BUILDINGS THAT DO NOT HAVE AN OCCUPIED
 ROOF SHALL BE PERMITTED TO BE A ROOF HATCH OR TRAP DOOR
 NOT LESS THAN 16 SQUARE FEET IN AREA AND HAVING A
 MINIMUM DIMENSION OF 2 FEET.
  
 13) IMPACT FEES - DIGITAL SUBMITTALS: PLANS WILL BE
 REVIEWED BY THE PBC IMPACT FEE OFFICE DIGITALLY VIA
 PROJECT DOX UPON NOTIFICATION BY THIS OFFICE.
 NOTIFICATION MAY OCCUR WHEN PLANS ARE NEAREST FINAL
 FORM. YOU MAY COORDINATE WITH THE IMPACT FEE OFFICE AT
 (561) 233-5025 OR SIMPLY UPLOAD THE MUNICIPAL IMPACT
 FEE QUESTIONNAIRE FORM TO YOUR PROJECT AND NAME THE
 FILE MUNICIPAL IMPACT FEE QUESTIONNAIRE. THE FORM CAN
 BE FOUND AT: HTTP://DISCOVER.PBCGOV.ORG/PZB/ADMINISTRAT
 ION/PDF/IMPACTFEES/FORMS/QUESTIONNAIRE.PDF UPON
 APPROVAL AND FEE PAYMENT, PLEASE UPLOAD THE RECEIPT TO
 YOUR PROJECT OR EMAIL IT TO [email protected] .
 PALM BEACH COUNTY IMPACT FEE OFFICE IS LOCATED AT 2300
 N. JOG RD. ROOM?S 2W01-2W14 WEST PALM BEACH, FL.
  
 14) 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
 BUILDING 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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