Plan Review Notes
Plan Review Notes For Permit 04100894
Permit Number 04100894
Review Stop B
Sequence Number 1
Notes
Date Text
2004-11-24 00:00:00BUILDING PLAN REVIEW
 PERMIT: 04100894
 ADD: 2600 N MILITARY TRL
 CONT: THE WEITZ CO.
 TEL: (561)723-5976
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 1ST REVIEW
 ACTION: DENIED
  
  
 1)PROVIDE NOC RECORDED WITH THE CLERK
 OF
 COURT BEFORE A PERMIT CAN BE ISSUED.
  
 2) FL S. S. 553.71(7) " THRESHOLD
 BUILDING" MEANING ANY BUILDING WHICH IS
 GREATER THAN (3) STORIES OR 50 FT IN
 HEIGHT, OR WHICH HAS AN ASSEMBLY
 OCCUPAN
 CY CLASSIFICATION AS DEINED IN THE
 FLORIDA BUILDING CODE WHICH EXCEEDS
 5,000 SQ FT IN AREA AND AN OCCUPANT
 CONTENT OF GREATER THAN 500 PERSONS.
 105.13.1 THE ENFORCING AGENCY SHALL
 REQUIRE A SPECIAL INSPECTOR TO PERFORM
 SRUCTURAL INSPECTIONS ON A THRESHOLD
 BUILDING PURSUANT TO A STRUCTURAL
 INSPEC
 TION PLAN PREPARED BY THE ENGINEER OF
 RECORD. THE STRUCTURAL INSPECTION PLAN
 MUST BE SUBMITTED TO THE ENFORCING
 AGEN-
 CY PRIOR TO THE ISSUANCE OF A BUILDING
 PERMIT FOR THE CONSTRUCTION OF A
 THRESH-
 OLD BUILDING. THE PURPOSE OF THE
 SRUCTUR
 AL INSPECTION PLAN IS TO PROVIDE
 SPECIF-
 IC INSPECTION PROCEDURES AND SCHEDULES
 SO THAT THE BUILDING CAN BE ADEQUATELY
 INSPECTED FOR COMPLIANCE WITH THE
 PERMITTED DOCUMENTS.
  
 3)WPB AMENDMENT 105.13.6. W.P.B.
 CONSTRUCTION SERVICES DEPARTMENT
 REQUEST FOR THRESHOLD BUILDINGS A
 SPECIAL INSPECTOR AS REQUIRED BY S.
 553.79(5) FLORIDA STATUTES TO THE MIN-
 IMUM INSPECTIONS REQUIRED BY THIS CODE.
 CONTACT HAROLD PISKURA MANAGER OF THE
 SPECIAL INSPECTOR PROGRAM AT (561)
 805-6711 FOR FURTHER INFORMATION BEFORE
 THE PERMIT MAY BE ISSUED.
  
 4) W.P.B. AMENDMENT 105.13.4.4 ALL
 PLANS
 FOR THE BUILDING WHICH ARE REQUIRED TO
 BE SIGNED AND SEALED BY THE ARCHITECT
 OR
 ENGINEER OF RECORD CON- TAIN A
 STATEMENT
 THAT, TO THE BEST OF THE ARCHITECT'S PR
 ENGINEER'S KNOWLEDGE, THE PLANS AND
 SPECIFICATIONS COMPLY WITH THE
 APPLICABLE FIRE-SAFETY STANDARDS AS
 DETERMINED BY THE LOCAL AUTHORITY IN
 ACCORDANCE WITH THIS SECTION AND 633
 FLORIDA STATUTE.
  
 5) PROVIDE FLOOD ZONE ELEVATION
 CERTIFICATE FOR NEW CONSTRUTION WITH
 BASE FLOOD ELEVATION, CITY CODE
 REQUIRES
 AN ADDITIONAL 6".A-8, ELE 16.5'.
  
 6)FL BLD CODE 1804.2.2 QUESTIONABLE
 SOILS, WHERE THE BEARING CAPACITY IS
 NOT DEFINETLY KNOWN OR IS IN QUESTION.
 WHERE THE BEARING CAPACITY OF THE SOIL
 IS NOT DEFINITLY KNOWN OR IS IN
 QUESTION
 THE BUILDING OFFICIAL MAY REQUIRE
 EXPLOR
 ATIONS, TEST OR OTHER ADEQUATE PROOF AS
 TO THE PERMISSIBLE SAFE BEARING
 CAPACITY. REQUIRED TEST AND RECOMMENDA-
 TIONS SUBMITTED TO VERIFY BEARING CAPA-
 CITY SHALL BE CERTIFIED BY A GEOTECH-
 NICALREPORT FROM A DESIGN PROFESSIONAL
 PROPERLY LICENSED IN THE STATE OF
 FLORIDA.
 PLAANS, SPECIFICATIONS REPORTS OR
 OTHER DOCUMENTS PREPARED BY A
 PROFESSIONAL ENGINEER AND BEING FILED
 FOR PUBLIC RECORD SHALL HAVE THE
 SIGNATURE AND THE SEAL OF THE DESIGN
 PROFESSIONAL AFFIXED TO THE DOCUMENT.
 FL ST S 61G15-23.002 ENGINEERS
  
 7) SHEET S-5.3 CODES & STANDARDS 1-A,
 TABLE 1606 IMPORTANCE FACTOR, BUILDINGS
 OR STRUCTURES WITH OCCUPANT LOADS
 GREATER THAN 300 IN A SINGLE ROOOM, THE
 IMPORTANCE FACTOR SHALL BE 1.15,
 BUILDING CATEGORY III.
  
 8) SP-2 THE HANDICAPPED ENTRANCE VS THE
  
 MAIN ENTRANCE, THE ACCISSIBLE ROUTE
 SHOULD BE THE SAME ROUTE TO THE MAXIMUM
 EXTENT USED BY THE GENERAL PUBLIC, SEE
 11-4.3.2(1).
  
 9) SHEET A1.1/A6.1 RETRACTABLE BENCHES,
 THEY DO SHOW COMPANION SEATING BUT NO
 INFORMATION AS TO HOW TO COMPLY WITH
 VERTICAL ACCESSIBILITY. 11-4.1.2
 VERTICAL ACCESSIBILITY, NOTHING IN THIS
 CODE SHALL BE CONSTRUED TO RELIEVE THE
 OWNER OF ANY BUILDING, SSTRUCTURE OR
 FACILITY FROM THE DUTY TO PROVIDE
 VERTICAL ACCESSIBILITY TO ALL LEVELS
 ABOVE OR BELOW THE OCCUPIAABLE GRADE
 LEVEL. IF NOT SUPPLYING A LIFT AND
 COMPANION SEATING TO ALL LEVELS, APPLY
 TO THE STATE FOR A WAIVER.
  
 10) SHEET A2.1 DOORS 127, 128& 129 THE
 DOOR SCHEDULE INDICATES A FRAME TYPE"6"
 FOR A 6'-0" WIDE SET OF DOORS, WHERE
 ITSHOULD READ A 3'-0" DOOR WITH SIDE
 LIGHT. THE SCHEDULE INDICATES THE 3'-0"
  
 FRAME WITH SIDELIGHT THERE IS ONLY 16"
 ON THE LATCH SIDE OF THE DOORWAY WHERE
 18" IS REQUIRED, SEE 11-4.13.6.
 11-4.13.6 MANEUVERING CLEARENCES
 AT DOORS. MINIMUM MANEUVERING
 CLEARENCES
 AT DOORS THAT ARE NOT AUTOMATIC OR
 POWER-ASSISTED SHALL BE AS SHOWN IN
 FIG. 25. THE FLOOR OR GROUND AREA WITH
 IN THE REQUIRED CLEARENCES SHALL BE
 CLEAR & LEVEL.
  
 11) SHEET A2.1/ A2.2 DOORS IN SERIES
 SEE
 11-4.13.7. DOORS 164A&B, 159A&B, 154A&B
 AND DOOR 151A&B.
  
 12) SEE A2.1/ A2.2 VARIOUS STORAGE ROOM
 & MECHANICAL ROOM DOORS SWING OUT INTO
 THE COORIDOR, SEE 1021.4 DOORS THAT
 SWING INTO AN EXIT ACCESS COORIDOR
 SHALL
 BE RECESSED TO PREVENT INTERFERENCE
 WITH CORRIDOR TRAFFIC; ANY DOORS NOT
 RECESSED SHALL OPEN 180 DEGREES TO STOP
 AGAINST THE WALL.
  
 13) A2.2 ROOM 141/142 THERE IS A LINE
 DOWN THE CENTER OF THIS ROOM BUT NO
 INFORMATION AS TO TYPE OF WALL. THIS
 ROOM TO BE USED AS A WEIGHT/ FITNESS
 ROOM WITH NO EQUIPMENT SHOWN ON PLANS
 WILL HAVE A OCC LOAD OF 136 OCC LOAD.
 THIS WILL REQUIRE 2 EXITS 1/2 THE
 DIAGONAL APART UNSPRINKLERED, 1/3RD
 THE DIAGONAL(MINIMAL) FOR SPRINKLERED
 BLDGS.
  
 14) A2.1 CLASSROOM 123 VS OFFICE
 115/116
 SINCE THERE IS A MIXED OCCUPANCY, TABLE
  
 704.1 INDICATES A 2HR WALL BE BETWEEN
 THESE OCCUPANCIES.
  
 15) A2.1 CORRIDORS 130, 122, 165 & 148
 ALL INDICATE THE USE OF A TYPE (3) WALL
 SYSTEM, THIS UL- U404 INDICATES A 1HR
 AND A 2HR WALL. THE DETAIL ONLY
 PROVIDES
  
 THE INFORMATION FOR THE 1 HR WALL.
 PROVIDE THE INFORMATION FOR A 2 HR
 RATING?
  
 16) A2.1 ADDITIONAL INFO REQUIRED,
 NO RATING FOR THE WALL BETWEEN THE
 ENTRY
 126AND THE STUDENT LOUNGE?
  
 17) THE SAME WALL LISTED ABOVE, PROVIDE
 THE SEAL TO THE ROOF DECK ABOVE:
 705.7.1 JOINTS INSTALLED IN OR BE-
 TWEEN FIRE RESISTANT WALLS, FIRE RESIS-
 TANT FLOORS OR FLOOR/ CEILING
 ASSEMBLIES
 AND FIRE RESISTANT ROOFS OR ROOF/ CEIL-
 ING ASSEMBLIES SHALL BE PROTECTED BY AN
 APPROVED FIRE RESISTANT JOINT SYSTEM
 DESIGNED TO RESIST THE PASSAGE OF FIRE
 FOR A PERIOD NOT LESS THAN THE RE-
 QUIRED FIRE RESISTANCE RATING OF THE
 WALL, FLOOR OR FLOOR IN OR BETWEEN
 WHICH IT IS INSTALLED.
  
  
 18) 704.2.1.4 CORRIDOR PARTITIONS,
 SMOKE
 STOP PARTITIONS, HORIZONTAL EXIT PART-
 ITIONS, EXIT ENCLOSURES, AND FIRE
 RATED WALLS REQUIRED TO HAVE PROTECTED
 OPENINGS SHALL BE EFFECTIVELY AND
 PERMANETLY IDENTIFIED WITH SIGNS OR
 STENCILING IN A MANNER ACCEPTABLE TO
 THE
 AUTHORITY HAVING JURISDICTION. SUCH
 IDEN
 TIFICATION SHALL BE ABOVE ANY
 DECORATIVE
 CEILING CEILING AND IN CONCEALED
 SPACES.
 SUGGESTED WORDING" FIRE & SMOKE BARRIER
 PROTECT ALL OPENINGS".
  
 19) A3.1 DOOR SCHEDULE, THE DOOR
 SCHEDULE INDICATES THE USE OF "B" LABEL
 DOORS, SEE TABLE 705.1.2 OPENING
 PROTECTIVES ARE LABELED IN MINUTES AND
 HRS.
  
 20) 8A.3 DETAILS 1&4, THESE DETAILS DO
 NOT INDICATE HOW THE WINDOW WALL IS TO
 BE ATTACHED TO THE HORIZONTAL STEEL
 FRAMING MEMBER.
  
 21) A8.3 DETAIL 3 DOES INDICATE THERE
 SHALL BE FASTENERS BUT WHAT TYPE OF
 FASTENER AND SPACING.
  
 22) A8.3 DETAIL 2 INDICATES THE USE OF
 " BUTT GLAZING" SEE SECTION FBC 2406.2.
  
 23) A8.3 DETAIL (1) IS MISSING
 INFORMATION ON HOW THE STUCCO FRIEZE
 ABOVE THE GLASS WALL (LOBBY) IS TO BE
 BUILT, NO INFORMATION IS FOUND ON THE
 STRUCTURAL SHEETS.
  
 24) A8.3 DETAIL 4 NEEDS ADDITIONAL
 INFORMATION, MISSING WIRE LATH WEIGHT,
 "C" CHANNEL SPACING AND STEEL CEILING
 JOIST (METAL STUDS) WEIGHT AND SIZE.
  
 25) A7.5 INDICATES THE TERM "METAL STUDS
 AS NECESSARY TO SUPPORT DRYWALL
 CEILING", PLEASE PROVIDE THE ALLOWABLE
 CEILING SPAN DEFLECTION, PSF, IF MIDSPAN
 IS TO BE SUPPORTED, SIZE OF STUD AND
 THICKNESS AND JOIST SPACING.
  
 THIS REVIEW WILL CONTINUE UNDER A
 SECOND
 BUILDING SESSION.
  
 SPACING
 GLAZING"


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