Plan Review Notes
Plan Review Notes For Permit 02090419
Permit Number 02090419
Review Stop B
Sequence Number 1
Notes
Date Text
2002-10-09 00:00:00SHEET A1 AND SEVERAL OTHER PLACES ON THE
 DRAWING CALL OUT DESIGN TO THE 1997
 STANDARD BUILDING CODE.THE 2001
 FLORIDA BUILDING CODE IS CURRENTLY IN
 EFFECT.PLEASE REVISE AS NECESSARY TO
 INSURE COMPLIANCE WITH THE CURRENT
 CODES.
  
 DO NOT QUOTE THE CODE, SUCH AS THAT ON
 SHEET A1 "PUBLIC RESTROOM WALLS ARE TO
 BELINED WITH AN NONABSORBANT MATERIAL
 TO A HEIGHT OF 4' AFF AS PER SBC
 1204.2."THE FORE GOING IS NOT A
 SUBSTITUTE FOR SPECIFIC DESIGN
 INFORMATION.A SPECIFICATION SUCH AS
 THE USE OF TILE IS MORE TO THE POINT.
 PLEASE READ FBC 104.2.1.
  
 SHEET A5, DETAILS #1 & #2, SPECIFY HOW
 THE SUSPENDED CEILING WILL BE ATTACHED
 TOTHE OVERHEAD STRUCTURE.
  
 THIS BUILDING WILL BE LOCATED IN THE
 DESIGNATED FIRE DISTRICT AND IS SUBJECT
 TO THOSE REQUIREMENTS CONTAINED IN THE
 AMENDMENTS TO THE FBC BY THE CITY OF
 WPB.SHEET A6 CALLS OUT THE USE OF
 FOAM BASED EXTERIOR TRIM.FBC F102.2.7
 ALLOWS ONLY NON-COMBUSTIBLE MATERIALS
 OR FIRE RETARDANT TREATED WOOD.PLEASE
 REVISE AS NECESSARY.
  
 PROVIDE SPECIFIC DESIGN INFORMATION FOR
 THE "PREFAB BALLUSTRADE" CALLED OUT ON
 SEET A6.SEE FBC 1015 AND FBC 1608.2.
  
 SECTION 6/A9 SHOWS A WOOD FRAMED ARCH.
 THE BUILDING IS PROPOSED TO BE OF TYPE
 IV, FS CONSTRUCTION, AND AS SUCH THE
 EXTERIOR WALLS AND ITS COMPONENTS ARE
 REQUIRED TO BE OF NON-COMBUSTIBLE
 CONSTRUCTION.SEE FBC 606.
  
 SHEET A9 CALLS OUT A 110 MPH WINDSPEED
 FOR DESIGN OF THE ROOF TRUSSES.WEST
 PALM BEACH IS IN A 140 MPH ZONE AS
 DEFINED IN THE 2001 FBC.
  
 SHEET S1 CALLS FOR A FINISH FLOOR
 ELEVATION OF 18" ABOVE THE CROWN OF THE
 ROAD.SHOW HOW THIS WILL BE
 COORDINATED WITH THE SURROUNDING
 TOPOGRAPHY.SHOW THE HC ACCESSIBLE
 ENTRANCES, SITE AMENITIES, IE CURBCUTS
 AND OTHER PERTINENT INFORMATION.SEE
 FBC 104.2.
  
 THE FOUNDATION PLAN DOES NOT HAVE
 INFORMATION FOR THE CONSTRUCTION OF THE
 ELEVATOR PIT.
  
 THE TOP OF FOOTING ELEVATIONS IS NOT
 CALLED OUT.
  
 IT APPEARS THAT THE STEM WALL FOOTING
 SHOWN AS [2] WILL EXTEND BEYOND THE
 PROPERTY LINE INTO PUBLIC AND PRIVATE
 PROPERTY.PLEASE REVISE AS NECESSARY.
  
 S1 SHOWS A 6' WIDE CONC WALK IN THE
 GARAGE AND A1 4'.PLEASE CLARIFY
 DESIGN INTENT.
  
 SHEET S2, BEAM SCHEDULE MARK #6, "8 INCH
 X CONT" IS SOMEWHAT VAGUE AS TO WHAT IS
 INTENDED TO BE CONSTRUCTED.
  
 SHEET S2 BEAM SCHEDULE MARK #4.
 "LINTEL" IS DIFFICULT TO CONSTRUE AS
 SPECIFIC STRUCTURAL DESIGN INFORMATION.
 PLEASE CLARIFY DESIGN INTENT.
  
 WHERE DOES BEAM MARK #5 OCCUR ON THE
 STRUCTURAL PLANS WHEN REFERENCED TO
 SHEET A6 WHICH CALLS OUT AN 8X8 LINTEL?
  
 WHAT IS THE LINE SHOWN AS "NO STEP" ON
 SHEET S1 IN THE GARAGE?
  
 SHEET S2,3&4, WHAT IS THE TYPE OF BEAM
 TO BE USEDIN THE STAIR AND ELEVATOR
 SHAFTS?
  
 S-2 BEAM MARK 1, "ARCHED OPENING"
 WHERE ARE THE DIMENSIONS FOR THIS ARCH?
 ARE THERE ANY PERTINENT STEEL PLACEMENT
 DETAILS?
  
 SHEET S3.SHOW A DETAIL FOR TRANSITION
 OF THE BEAM TYPE [7] TO BEAM TYPE [8]
 INCLUDING THE JUNCTURE OF THE FILLED
 CELL.SAME FOR [11] AND [12] ON S4.
  
 STRUCTURAL.AT WHAT HEIGHT DOES THE
 ELEVATOR SHAFT TERMINATE? BEAM
 DEATAILS? ROOF CONSTRUCTION?
  
 SHEET S5. THE WIND INFORMATION DOES NOT
 MAKE SENSE.GCP IS THE PRODUCT OF
 EXTERNAL PRESSURE COEFFICIENT AND GUST
 EFFECT FACTOR NOT THE INTERNAL PRESSURE
 COEFFICIENT.
  
 R3 IS NOT A BUILDING CATEGORY.
  
 THE MEAN ROOF HEIGHT OF THIS BUILDING
 IS NOT <30'.IT IS DECLARED AS 37'-8"
 ON THE SECTION ADJACENT TO THE DESIGN
 INFORMATION AND AN ELEVATOR SHAFT OF
 INDETERMINATE HEIGHT.
  
  
 S5 UNDER THE HEADING "DESIGN
 PARAMETERS" WHAT RELEVANCE DO THESE
 STATEMENTS HAVE TO THE BUILDING ON
 THESE PAGES?
  
 S6 DECLARES 1997 SBC AND 110 MPH, THE
 WRONG EDITIONS OF ACI ARE CITED. 4.04
 CALLS FOR AND F'M OF 1900 PSI AND 4.08
 CALLS OUT 1500 PSI.
  
 C/S6 PROVIDE SPECIFIC INFORMATION FOR
 THE TRUSSES AND A BETTER ANCHORING
 SYSTEM THAT "4 X MTL CHANNELS @ 24" OC
 ATTACHED TO SLAN AND TRUSSES"
  
 C/S6 WHAT ARE THE "18 GA MTL STUDS TYP"
 TYPICAL OF?WILL THEY BE FASTENED TO
 THE STRUCTURE? COVERED WITH SHEATHING?
  
 C/S6 "4X4X5/8 ANGLE ANCHOR TO CONC" HOW?
  
 SHEET S7WHERE IS THE STRUCTURAL
 INFORMATION FOR THE POURED CONCRETE
 STAIRS AND LANDINGS.THE NOTE SAYS SEE
 SHOP DRAWINGS FOR ALL STRUCTURAL
 DETAILS.WHERE IS THE DESIGN
 PROFESSIONAL HERE?
  
 S7 HAND RAIL DESIGN IS NOT SHOWN.
 QUOTING AND OBSOLETE CODE SECTION IS
 NOT AN ACCEPTABLE SUBSTITUTE FOR
 SPECIFIC DESIGN INFORMATION.
  
 SECTION 1/S8.THE SMALL TRUSSES AT THE
 12' HEIGHT.SHOW SOME DESIGN
 INFORMATION.INCLUDE ATTACHMENTS TO
 THE BUILDING.SPECIFY THE SHEATHING, IF
 ANY.SHOW THE ROOF TILE ATTACHMENT.
 "FLASH AS REQUIRED" IS NOT GOOD DESIGN
 INFORMATION.
  
 SECTION 1/S8 AT THE 32'-8" ELEVATION.
 HOW IS THE 22 GA METAL DECKING ATTACHED
 TO THE ROOF TRUSSES?RE: THE STATEMENT
 THAT CONTAINS "NON-COMBUSTIBLE ROOF
 SHEATHING FASTENED TO MEET SCHEDULED
 UPLIFT WIND LOADS" IS NOT THE PREFERRED
 METHOD OF CONVEYING INFORMATION WHEN
 DELEGATING STRUCTURAL DESIGN.SEE FL
 STATUTE CHAPTERS 471 AND 481.
  
 SECTION 4/S9.PROVIDE PRODUCT
 EVALUATION IFORMATION FOR THE 1"
 FIRESTALL ROOF DECKING.HOW ARE THE
 ROOF TILES ATTACHED?
  
 8/S9."NON BEARING WALL ABOVE SUPPORTED
 BY 10" GATECORE WITH ON SUPPORT WALL
 BELOW"WHAT DOES THAT MEAN AND WHERE IS
 THE DETAIL TAKEN FROM IN THE BUILDING?
  
 CITY AMENDMENTS TO FBC 2111.1.9 REQUIRE
 A 1.5" WATER STOP RECESS FOR EXTERIOR
 WALL MASONRY UNITS.PLEASE REVISE AS
 NECESSARY.
  
 PROVIDE A STATEMENT ON THE PLANS FROM
 THE ARCHITECT THAT HE IS COMPETENT TO
 PROVIDE STRUCTURAL DESIGN FOR THIS
 BUILDING, TOGETHER WITH COMPLETE
 CALCULATIONS DEMONSTRATING COMPLIANCE
 WITH FBC CHAPTER 16.
  
 PROVIDE IN DETAIL, PLANS, SPECIFICATIONS
 AND COMPUTATIONS NECESSARY TO
 DETERMINECOMPLIANCE WITH FBC 104.3.1.1,
 104.2.1.1,FBC 1606.1.7
  
 PROVIDE THE SIGNED AND SEALED DESIGN
 INFORMATION FOR THE FIRE SPRINKLER
 SYSTEM. THE HYDRAULIC CALCULATIONS DO
 NOT APPEAR TO INCLUDE THE WATER
 CURTAIN/EXPOSURE ALLOWANCE.
  
 THE PROPERTY SURVEY MUST BE SIGNED,
 SEALED AND DATED.
  
 SOME OF THE METRO-DADE NOA'S ARE EXPIRED
 AND/OR ILLEGIBLE. PLEASE COLLATE AS
 NECESSARY.
  
 SHOW THE FIRE DESIGN NUMBERS FOR THE
 FIRE RATED ASSEMBLIES SUCH AS EXTERIOR
 WALLS, TENANT SEPARATION, SHAFTS, ETC.
 SEE FBC 701.2.1.
  
 PROVIDE DESIGN INFORMATION AND
 CALCULATIONS FOR THE GARAGE EXHAUST
 SYSTEM.SEE FBC 411.4.
  
 SHOW THE OPENING PROTECTIVES FOR THE
 GARAGE DOOR AND THE "AIR EXCHANGE UNIT"
 ON THE SOUTH SIDE. (ALLEY CENTERLINE IS
 7.5')SEE FBC 705.1.1.2.
  
 BEFORE A PERMIT TO CONSTRUCT MAY BE
 ISSUED IMPACT FEES MUST BE PAID TO THE
 COUNTY, THE PERMIT PLANS STAMPED BY
 THAT OFFICE, AND A COPY OF THE PAID
 RECEIPT ATTACHED TO THE PERMIT
 APPLICATION. CALL 561-233-5025 FOR MORE
 INFORMATION.


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