Plan Review Notes
Plan Review Notes For Permit 15011018
Permit Number 15011018
Review Stop B
Sequence Number 1
Notes
Date Text
2015-02-05 08:41:38BUILDING PLAN REVIEW
 PERMIT: 15011018
 ADD: 2020 PALM BEACH LAKES
 CONT: TBD
 TEL: (770)799-2273
  
 2010 FLORIDA BUILDING CODE W
 * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.
  
 2010 EXISTING BUILDING CODE LEVEL II 701.3
 COMPLIANCE. ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS,
 SYSTEMS, AND SPACES SHALL COMPLY WITH THE REQUIREMENTS
 OF THE FLORIDA BUILDING CODE, BUILDING.
  
 1ST REVIEW
 DATE: THURS. FEB. 05/ 2015
 ACTION: DENIED
  
 1) 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 107.3.5
 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS.
 107.3.5.1 COMMERCIAL BUILDINGS:
 SHEET A110 SHOWS A FLOOR PLAN WITH FURNATURE LAYOUT, NO
 LIFE SAFETY PLAN WAS SUBMITTED SHOWING EXITS AND
 OCCUPANT LOADS THAT WILL BE TRAVELING THROUGH THE EXIT
 DOORS.
  
 2) S101 THE WIND DESIN CRITERIA SHOWS THIS LOCATION AS
 A "B" EXPOSURE. PLEASE REVIEW THE 2010 FBC-B 1609.4.2
 SURFACE ROUGHNESS C.
 HIS SURFACE ROUGHNESS SHALL ALSO APPLY TO ANY BUILDING
 LOCATED WITHIN SURFACE ROUGHNESS B-TYPE TERRAIN WHERE
 THE BUILDING IS WITHIN 100 FEET HORIZONTALLY IN ANY
 DIRECTION OF OPEN AREAS OF SURFACE ROUGHNESS C OR
 D-TYPE TERRAIN THAT EXTENDS MORE THAN 600 FEET (182.9
 M) AND WIDTH GREATER THAN 150 FEET IN THE UPWIND
 DIRECTION. NOTE PALM BEACH LAKES LIES FROM NORTHEAST TO
 SOUTHWEST, THE AREAS TO THE NORTH AND WEST MEET THE
 CURFACE ROUGHNESS FOR EXPOSURE C.
  
 3) S101 WITH THE EXPOSURE C THE PRESSURES WILL BE
 HIGHER WITH A HEIGHT ADJUSTMENT AND EXPOSURE OF C, OF
 1.29. FBC-B TABLE 1609.7(2).
  
 4) SHEET D1 INDICATES THE REAR EXTERIOR KITCHEN DOOR TO
 BE REPLACED, SHEET A100 INDICATES DOOR TO BE IDENTIFIED
 AS # 105.
 2010 FBC-B 1609.1.2 PROTECTION OF OPENINGS, 1609.6.4.41
 COMPONENTS & CLADDING
 FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV.
 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION
 SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS:
 (31)(A) EXTERIOR DOORS.
 ( D) ROOFING PRODUCTS AND ASSEMBLIES NEW ROOF OVER
 CANOPY.
  
 5) 2010 FBC 107.3.4.1 PRODUCT APPROVALS. THOSE PRODUCTS
 WHICH ARE REGULATED BY THE DCA RULE 9N-03 SHALL BE
 REVIEWED AND APPROVED IN WRITING 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..
  
 6) SHEET G002 THE ACCESSIBILITY SHEET SHOWS THE GRAB
 RAIL HEIGHTS TAKEN AT THE CENTERLINE OF THE RAIL. 2010
 FL ACCESS. CODE 609.4, TOP OF GRIPPING SURFACE,
  
 7) SHEET D100 INDICATES IN THE RESTROOM WALLS REPLACE
 OR REPAIR SUBSTRATE MATERIALS. SHEET A150 SHOWS TILE
 WALL SURFACES NO INFORMATION AS TO THE REPLACED
 SUBSTRATE. SHOW COMPLIANCE WITH:
 FBC-B 1210.2 WALLS AND PARTITIONS.
 WALLS AND PARTITIONS WITHIN 2 FEET (610 MM) OF URINALS
 AND WATER CLOSETS SHALL HAVE A SMOOTH, HARD,
 NONABSORBENT SURFACE, TO A HEIGHT OF 4 FEET (1219 MM)
 ABOVE THE FLOOR, AND EXCEPT FOR STRUCTURAL ELEMENTS,
 THE MATERIALS USED IN SUCH WALLS SHALL BE OF A TYPE
 THAT IS NOT ADVERSELY AFFECTED BY MOISTURE.
 2509.1 WET AREAS.
 SHOWERS AND PUBLIC TOILET WALLS SHALL CONFORM TO
 SECTIONS 1210.2 AND 1210.3.
  
 2509.2 BASE FOR TILE.
 GLASS MAT WATER-RESISTANT GYPSUM BACKING PANELS,
 DISCRETE NONASBESTOS FIBER-CEMENT INTERIOR SUBSTRATE
 SHEETS OR NONASBESTOS FIBER-MAT REINFORCED CEMENT
 SUBSTRATE SHEETS IN COMPLIANCE WITH ASTM C 1178, C 1288
 OR C 1325 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER
 RECOMMENDATIONS SHALL BE USED AS A BASE FOR WALL TILE
 IN TUB AND SHOWER AREAS AND WALL AND CEILING PANELS IN
 SHOWER AREAS. WATER-RESISTANT GYPSUM BACKING BOARD
 SHALL BE USED AS A BASE FOR TILE IN WATER CLOSET
 COMPARTMENT WALLS WHEN INSTALLED IN ACCORDANCE WITH
 GA-216 OR ASTM C 840 AND MANUFACTURER RECOMMENDATIONS.
 REGULAR GYPSUM WALLBOARD IS PERMITTED UNDER TILE OR
 WALL PANELS IN OTHER WALL AND CEILING AREAS WHEN
 INSTALLED IN ACCORDANCE WITH GA-216 OR ASTM C 840.
  
 8) SHEET A200 THE FRONT ELEVATION SHOWS A RAIN SCREEN
 BY OTHERS, THIS SYSTEM WILL NEED TO SHOW COMPLIANCE
 WITH COMPONENTS AND CLADDING FOR 170 MPH VULT, HOW THIS
 SYSTEM WILL BE FASTENED TO THE SUB-SHEATHING AND
 REVIEWED BY THE DESIGNER OF RECORD.FL 61G1-23.015 (2)
 THE ARCHITECT IS RESPONSIBLE FOR SUPERVISING AND
 REVIEWING ALL PROJECT DATA, REPORTS, SHOP DRAWINGS
 ETC..
  
 NOTE: SHEET A300 DETAIL 35 INDICATES THE BLOCKING
 REQUIRED FOR THE RAIN SCREEN SYSTEM TO BE COORDINATED
 WITH G. C. PLEASE ALSO HAVE THE STRUCTURAL ENGINEEER
 VERIFY THE BLOCKING SPECIES OF WOOD, AND TYPE OF
 ANCHORS TO LOCK IN THE BLOCKING AS WELL AS THE TYPE OF
 WALL BRACKETS LOCKING THE RAIN SCREEN SYSTEM TO THE
 STRUCTURE.
  
 9) SHEET A200 & A230 BOTH SHOW A METAL HORIZONTAL
 EYEBROW TYPE CANOPY, THE DESIGNER OF RECORD ELECTS THIS
 SUBMITTAL TO BE A DEFERRED SUBMITTAL.
 THIS SYSTEM WILL NEED TO SHOW COMPLIANCE WITH
 COMPONENTS AND CLADDING FOR 170 MPH VULT, HOW THIS
 SYSTEM WILL BE FASTENED TO THE SUB-SHEATHING AND
 REVIEWED BY THE DESIGNER OF RECORD.FL 61G1-23.015 (2)
 THE ARCHITECT IS RESPONSIBLE FOR SUPERVISING AND
 REVIEWING ALL PROJECT DATA, REPORTS, SHOP DRAWINGS
 ETC..
  
 10) S101 DETAIL # 2 INDICATES THE SIZE OF THE RAFTERS,
 AND RIDGE BUT THE PLANS FAIL TO PROVIDE THE SPECIES AND
 GRADE FBC-B TABLE 2308.10.2 & TABLE 2308.10.3.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
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 FLORIDA SAVING LIVES AND PROPERTY SINCE 1953
  


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