Plan Review Notes
Plan Review Notes For Permit 19051482
Permit Number 19051482
Review Stop B
Sequence Number 1
Notes
Date Text
2019-06-19 09:20:272017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 19051482
 ADD: 2823 N AUSTRALIAN AVE. / URBAN YOUTH IMPACT
 CONT: BLACKBURN BUILDING CO.
 TEL: 561-762-7848
 E-MAIL: [email protected]
  
 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION.
  
 2017 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: WED. JUNE 19, 2019
 ACTION: DENIED
  
 1) THE LIFE SAFETY SHEET 003-LS-1.0:
 1A) UNDER THE HEADING OF OCCUPANCY: BUSINESS IS LISTED
 FIRST AND EDUCATION AS AN ACCESSORY USE. THE PLANS
 INDICATE THIS BUILDING IS FOR URBAN YOUTH IMPACT. WHAT
 AGE GROUP WILL THIS FACILITY BE USED FOR EDUCATIONAL
 PURPOSES? PLEASE DEFINE THE PURPOSE OR USE OF THESE
 ROOMS. SEE THE 2017 FBC-B SECTIONS:
  
 304.1 BUSINESS GROUP B OCCUPANCY:
  
 EDUCATIONAL OCCUPANCIES FOR STUDENTS ABOVE THE 12TH
 GRADE.
  
 TRAINING AND SKILL DEVELOPMENT NOT IN A SCHOOL OR
 ACADEMIC PROGRAM (THIS SHALL INCLUDE, BUT NOT BE
 LIMITED TO, TUTORING CENTERS, MARTIAL ARTS STUDIOS,
 GYMNASTICS AND SIMILAR USES REGARDLESS OF THE AGES
 SERVED, AND WHERE NOT CLASSIFIED AS A GROUP A
 OCCUPANCY).
  
 305.1 EDUCATIONAL GROUP E. EDUCATIONAL GROUP E
 OCCUPANCY INCLUDES, AMONG OTHERS, THE USE OF A BUILDING
 OR STRUCTURE, OR A PORTION THEREOF, BY SIX OR MORE
 PERSONS AT ANY ONE TIME FOR EDUCATIONAL PURPOSES
 THROUGH THE 12TH GRADE.
 1B) PLEASE PROVIDE ADDITIONAL INFORMATION. UNDER THE
 CODE ANALYSIS, OCCUPANCY BUSINESS, LIFE SAFETY
 OCCUPANCY: 19 WHEREAS DEPICTED ON THE PLAN THE
 CLASSROOMS ARE 385 SQ. FT. / 20 =19 +1 = 20. PLEASE
 REVIEW TABLE 1004.1.2 OF THE 2017 FBC-B. FOR EDUCATION
 / CLASSROOMS THE OCCUPANT FACTOR LOAD IS 20 NET.
 385/ 20=19.25, YOU ROUND DOWN TO THE NEXT FULL NUMBER
 THERE ARE NO PORTIONS OF AN OCCUPANT SO THE ALLOWABLE
 OCCUPANT LOAD WOULD BE 19 OCCUPANTS. PLEASE CORRECT THE
 PLANS.
 YOU MAY BE REQUIRED TO USE 2 COLUMNS FOR SHOWING THE
 ALLOWABLE OCCUPANT LOAD, ONE UNDER THE FLORIDA BUILDING
 CODE AND ONE FOR THE HEALTH DEPARTMENT, WE HAVE SEEN
 THIS IN THE PAST FOR DAY CARE CENTERS.
 1C) THE TEACHING KITCHEN SHOWS THE OCCUPANT LOAD FACTOR
 AS 35 SF/OCC. THE 2017 FBC-B TABLE 1004.1.2 FOR SHOPS
 AND OTHER VOCATIONAL ROOM AREAS USES AN OCCUPANT LOAD
 FACTOR OF 50 NET.
 YOU MAY BE REQUIRED TO USE 2 COLUMNS FOR SHOWING THE
 ALLOWABLE OCCUPANT LOAD, ONE UNDER THE FLORIDA BUILDING
 CODE AND ONE FOR THE HEALTH DEPARTMENT, WE HAVE SEEN
 THIS IN THE PAST FOR DAY CARE CENTERS.
 1D) OCCUPANT LOADS ARE NOT STATED FOR STORAGE AREAS
 110A. PLEASE USE A FACTOR OF 300 SF/OCC. FOR THIS ROOM.
 FBC-B TABLE 1004.1.2.
 1E) THE EXIT ACCESS DOOR TO THE LEFT SIDE OF THE PAGE
 INDICATES 86 OCCUPANTS ARE GOING INTO THE CORRIDOR
 119A. THIS CORRIDOR IS ALSO TAKING AN ADDITIONAL 129
 OCCUPANTS FOR EXITING PURPOSES FOR THE AUDITORIUM OR A
 TOTAL OCCUPANT LOAD OF 215 OCCUPANTS. GOING THROUGH THE
 EXIT DOOR BEFORE THE EXIT STAIRWAY A OCCUPANT LOAD IS
 POSTED AS 172 OCCUPANTS GOING THROUGH THIS DOORWAY. IT
 WOULD APPEAR43 OCCUPANTS ARE NOT ACCOUNTED FOR. PLEASE
 SHOW WHERE THESE OCCUPANTS ARE EXITING. THE PLANS DO
 NOT SHOW WHERE THESE 43 OCCUPANTS ARE EXITING BUT THE
 CORRIDOR AT THE TOP OF THE AUDITORIUM AND EXIT ACCESS
 DOOR TO THE LEFT OF THE AUDITORIUM THE REMAINDER OF THE
 OCCUPANT EXITING FROM THE AUDITORIUM 129 + 43 OCCUPANTS
 NOT SHOWN EXITING MATCH THE 172 OCCUPANTS TRAVELING
 THROUGH THIS DOOR, PLEASE SHOW THE MISSING 43
 OCCUPANTS. 107.2.1.2 ADDITIONAL INFORMATION IS
 REQUIRED.
 1F) THE LIFE SAFETY PLAN SHOWS THAT FOR EVERY EXIT
 ACCESS AND EXIT DOOR YOU CAN TAKE 180 OCCUPANTS THROUGH
 THE DOOR OR 36/0.2= 180 OCCUPANTS. PLEASE TAKE NOTE
 THAT THE CLEAR WIDTH OF A 3 FOOT DOOR (SHEET 004-A-1.0
 DOOR SCHEDULE) IS NOT 36 INCHES. WITH THE DOOR
 THICKNESS AND HINGE YOU WOULD TAKE OF 2 INCHES OR THE
 REMAINING CLEAR AREA OF 34 INCHES FOR A 3 FOOT WIDE
 DOOR. 34 INCHES/ 0.2= 170 OCCUPANTS. IT WOULD APPEAR
 SOME OF THE OCCUPANT LOADS SHOULD SHIFT TO OTHER EXITS
 OR EXIT ACCESS DOORS. FBC-B 1005.3.2.
 2) THE PRESSURES FOUND ON SHEET 009-S0.1 FOR THE WALL &
 ROOF ZONES BOTH STATE THE PRESSURES ARE ALLOWABLE(
 NOMINAL) NOT THE VULT. THE PRESSURES ARE HIGH FOR A
 BUILDING WITH MEAN ROOF HEIGHT OF 20 FEET AND EXPOSURE
 C. THE DESIGNER OF RECORD CAN DESIGN TO THE HIGHER
 STANDARD, BUT CONFIRMING THAT THE STATED PRESSURES ARE
 IN VASD. 107.2.1.2 ADDITIONAL INFORMATION REQUIRED.
 THANK YOU.
 3) SHEET 009-S0.1 WIND DESIGN LIST THE 2014 FBC-B ASCE
 7-10. PLEASE UPDATE THE CODE VERSION. YES THE 2014 &
 2017 FBC-B BOTH USE THE ASCE 7-10 STANDARD.
 4) FOR THE STRUCTURAL STEEL WORK TO BE COMPLETED ON THE
 STRUCTURAL ROOF DECK AND BAR JOIST PLEASE PROVIDE THE
 FOLLOWING INFORMATION AT TIME OF INSPECTION:
 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. IN ACCORDANCE WITH THE AMERICAN WELDING
 SOCIETY.
 2017 FBC-B 2204.1 WELDING
 2017 FBC-B 2204.2 BOLTING.
 5) 2017 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
 (B) WINDOWS & MULLIONS
 (D) ROOFING PRODUCTS AND ASSEMBLIES, ROOF TOP
 VENTILATION, INTAKE OR EXHAUST, NEW CURBS
  
 6) 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.
  
 7) 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. 2017 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.
  
 8) 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.
  
 9) SHEET 006-A-3.0 THE ROOFTOP SHEET SHOWS NEW
 MECHANICAL EQUIPMENT ON THE ROOF BUT NO ACCESS TO THE
 ROOF TOP TO SERVICE THE UNITS.
 2017 FBC-B 1509.6.4 EQUIPMENT AND APPLIANCES ON ROOFS
 OR ELEVATED STRUCTURES.
 WHERE EQUIPMENT AND APPLIANCES REQUIRING ACCESS ARE
 INSTALLED ON ROOFS OR ELEVATED STRUCTURES AT A HEIGHT
 EXCEEDING 16 FEET (4877 MM), SUCH ACCESS SHALL BE
 PROVIDED BY A PERMANENT APPROVED MEANS OF ACCESS, THE
 EXTENT OF WHICH SHALL BE FROM GRADE OR FLOOR LEVEL TO
 THE EQUIPMENT AND APPLIANCES? LEVEL SERVICE SPACE. SUCH
 ACCESS SHALL NOT REQUIRE CLIMBING OVER OBSTRUCTIONS
 GREATER THAN 30 INCHES HIGH OR WALKING ON ROOFS HAVING
 A SLOPE GREATER THAN 4 UNITS VERTICAL IN 12 UNITS
 HORIZONTAL (33-PERCENT SLOPE).
 PERMANENT LADDERS INSTALLED TO PROVIDE THE REQUIRED
 ACCESS 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.
  
 10) IN VIEWING THE P. B. C. GEO MAPS THE 2ND STORY
 BUILDING THE NEW A/C UNITS ARE GOING TO BE INSTALLED ON
 DOES NOT HAVE A ELEVATED PARAPET. CERTAIN UNITS WILL BE
 WITHIN 10 FEET OF THE EDGE OF THE ROOF. SHOW COMPLIANCE
 WITH THE 2017 FBC-B SECTION:
 1013.7 ROOF ACCESS. GUARDS SHALL BE PROVIDED WHERE THE
 ROOF HATCH OPENING IS LOCATED WITHIN 10 FEET OF A ROOF
 EDGE OR OPEN SIDE OF A WALKING SURFACE AND SUCH EDGE OR
 OPEN SIDE IS LOCATED MORE THAN 30 INCHES ABOVE THE
 FLOOR, ROOF OR GRADE BELOW. THE GUARD SHALL BE
 CONSTRUCTED SO AS TO PREVENT THE PASSAGE OF A SPHERE 21
 INCHES (533 MM) IN DIAMETER.
  
 11) 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 BN, PX, 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]
  
  
  
  
  
  
  


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