Plan Review Notes
Plan Review Notes For Permit 18081535
Permit Number 18081535
Review Stop B
Sequence Number 2
Notes
Date Text
2018-11-06 18:55:34PLAN
 REVIEW COMMENTS
 2ND REVIEW: FBC SIXTH EDITION (2017)
 ROBERT MCDOUGAL, CBO
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561) 805-6714
 [email protected]
  
 REVISION IS DENIED BY BUILDING
 PLEASE ADDRESS THE ITEMS NOTED BELOW:
  
 1) COMPLIED.
  
 2)COMPLIED.
  
 3) SHEET LS-1.21 AND LS-1.31 SPECIFY THAT PRE-FUNCTION
 ROOM 227 AND THE EXIT VESTIBULES AT THE EGRESS STAIRS
 ARE DESIGNATED AS AN AREA OF REFUGE. THE SECTIONS FOR
 AREAS OF REFUGE WAS NOT ADOPTED INTO THE 2017 FLORIDA
 BUILDING CODE FROM THE 2015 INTERNATIONAL BUILDING
 CODE. SECTION 1009.6 AREAS OF REFUGE IS RESERVED. IT IS
 GOOD THAT THESE AREAS HAVE SMOKE BARRIERS. HOWEVER,
 THEY SHOULD NOT BE DESIGNATED AS AREAS OF REFUGE AS
 THEY ARE NOT RECOGNIZED BY THE FBC AND THE REQUIREMENTS
 FOR THEM ARE NOT CODIFIED.
 NEW COMMENT: AREAS OF REFUGE NOTES ARE STILL SHOWN ON
 THE PLANS.
  
 4) SHEETS A-3.04 SPECIFIES AN APPLIED FOAM MOULDING
 WITH STUCCO FINISH ATTACHED TO THE PARAPET. PROVIDE A
 DETAIL SHOWING MATERIALS, THICKNESSES AND ATTACHMENT
 METHOD. FOAM PLASTIC IS NOT ALLOWED ON THE EXTERIOR
 WALLS OF BUILDINGS OF TYPE I OR TYPE II CONSTRUCTION
 UNLESS IT MEETS THE REQUIREMENTS OF FBC 2603.5.1
 THROUGH 2603.5.7
 NEW COMMENTS: ADDITIONAL INFORMATION IS REQUIRED. THERE
 ARE CONCERNS WITH THE PROPOSED VERTICAL AND HORIZONTAL
 FOAM MOULDINGS THAT NEED TO BE ADDRESSED. THE DRAWINGS
 INDICATE THAT THE FOAM TRIM MOULDING IS ATTACHED WITH
 AN ADHESIVE. THE FOAM TRIM AT THE TOP OF THE PARAPET
 WALL IS 6" X 11" WITH ONE INCH OF STUCCO ON THREE SIDES
 OF IT. IT EXTENDS OUT FROM THE PARAPET 12" INCLUDING
 THE INCH OF STUCCO AND THERE IS 6" OF THE FOAM ADHERED
 TO THE MASONRY PARAPET WHICH IS SUPPORTING THE STUCCO
 ENCASED FOAM. THE ONE INCH OF STUCCO THAT WILL ENCASE
 THE FOAM WILL REQUIRE WIRE LATH TO HOLD IT IN PLACE.
 THERE IS ALSO A CONCERN THAT THE TRIM MIGHT BREAK OF OR
 CRACK IF A PERSON WAS TO LEAN ON IT OR PUT WEIGHT ON
 IT. IT POSSIBLY COULD AFFECT FIRE RESCUE EFFORTS FROM
 THE ROOF OR WINDOW WASHERS, PAINTERS OR OTHER
 MAINTENANCE PERSONAL THAT MIGHT USE A BOSUNS CHAIR OR A
 SWING STAGE. THESE ITEMS SHOULD BE CONSIDERED IN YOUR
 DESIGN. IT MAY BE BETTER TO DESIGN THE TRIM USING STEEL
 FRAMING OR FORMED AND POURED CONCRETE.
 A) PROVIDE SIGNED AND SEALED WINDLOAD CALCULATIONS TO
 SHOW THAT THE ATTACHMENT OF THE FOAM TO THE BUILDING
 STRUCTURE IS CAPABLE OF RESISTING THE POSITIVE AND
 NEGATIVE PRESSURES SPECIFIED ON THE STRUCTURAL PLANS.
 FBC 1609.1
 B) THE ONE INCH OF STUCCO THAT WILL ENCASE THE FOAM
 WILL NOT BOND TO THE FOAM AND WILL REQUIRE WIRE LATH TO
 HOLD IT IN PLACE. SEE ASTM C 926. SUBMIT DETAILS FOR
 THE METAL LATH INSTALLATION THAT COMPLIES WITH ASTM
 C1063. FBC 2510.3
  
 5) PRODUCT APPROVALS AND ATTACHMENT/ FASTENING DETAILS
 WILL BE REQUIRED FOR THE STONE CLADDING.
 NEW COMMENT: NO MIAMI-DADE OF FLORIDA PRODUCT APPROVALS
 HAVE BEEN SUBMITTED AS REQUIRED BY FAC 61G20-3.001 PER
 FLORIDA STATUTE 553.842 (5)
  
 6) WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A
 RESPONSE LETTER ADDRESSING EACH ITEM ALONG WITH THE
 CITY RE-SUBMITTAL FORM. ADDITIONALLY, PLEASE INSERT
 CORRECTED PLAN SHEETS INTO THE SETS, REMOVE THE
 PREVIOUSLY REVIEWED SHEETS AND MARK VOID ON THEM, AND
 KEEP THEM WITH THE SUBMITTALS.
  
 7) NEW COMMENT: THE CONSTRUCTION OF THE PARAPET WALLS
 ARE BEING REVISED FROM STEEL CONSTRUCTION TO REINFORCED
 MASONRY. SUBMIT STRUCTURAL DETAILS FOR THE REDESIGNED
 PARAPET WALLS. SPECIFY THE VERTICAL AND HORIZONTAL
 REINFORCEMENTS, SIZE, SPACING, LAPS, CORNER BARS, ETC.
 ,AS WELL AS, THE REQUIREMENTS FOR DOWELING INTO THE
 CONCRETE BEAM BELOW (DEPTH AND BONDING MATERIAL). FBC
 2104.1
  
 8) NEW COMMENT: ON SHEET A-1.1012 THE GRAB BARS ARE NOT
 SHOWN AT THE RELOCATED TOILET. FBC ACCESSIBILITY 604.1
  


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