Plan Review Notes
Plan Review Notes For Permit 07080220
Permit Number 07080220
Review Stop B
Sequence Number 1
Notes
Date Text
2007-09-17 20:35:24TRUMP PLAZA
 525 S FLAGLER DR
 SEPT17,2007
 BUILDING PLAN REVIEW
 PERMIT: 07080220
 ADD: 525 S FLAGLER DR FLOOR# 6
 CONT: DESIGN CONTRACTING INCORPORATED
 TEL: (561)248-5278
  
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 W/ 2006 FBC REVISIONS
 * WEST PALM BEACH AMENDMENTS
  
 REVIEW
 ACTION: DENIED
  
 1)--- VERY IMPORTANT STATEMENT ---
 PLEASE DO NOT IGNORE!
 WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION &
 REMOVE & REPLACE ANY PAGES AS NECESSARY. 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.
  
 2)FL S S 713.13NOTICE OF COMMENCEMENT, TO BE FILED
 WITH THE CLERK OF THE COURT.NOTE: 713.13(2) IF THE
 WORK DESCRIBED IN THE NOTICE OFCOMMENCEMENT IS NOT
 ACTUALLYCOMMENCED WITHIN 90 DAYS AFTER THE RECORDING
 THEREOF, SUCH NOTICE IS NULL & VOID. NOTE: 713.13(6)
 THE POSTING OF THE NOTICE OF COMMENCEMENT AT THE
 CONSTRUCTION SITE BEFORE THE FIRST INSPECTION.
  
 3) RAY ENGINEERING CONSULTING ENGINEERS, IS MISSING
 THEIR CERTIFICATE OF AUTHORIZATION. ) 471.023 F.S.
 CERTIFICATE OF AUTHORIZATION.THE TITLE BLOCK FOR ANY
 SHEET BEARING THE NAME OF AN ENGINEER PRACTICING UNDER
 A FICTITIOUS NAME, A CORPORATION, OR A PARTNERSHIP,
 OFFERING ENGINEERING SERVICES, SHALL INCLUDE THE
 CERTIFICATE OF AUTHORIZATION NUMBER.
  
 4) SHET A-1 INDICATES 4 AND POSSIBLE 5 AREAS WHERE
 EXISTING HANDICAPPED RAMPS AND HANDRAILS ARE BEING
 DEMOLISHED. THE PLANS DO NOT PROVIDE CLEAR CUT SECTIONS
 AS TO WHAT WALLS ARE BEING REPLACED AND OR WHAT
 HANDRAILS ARE BEING REPLACED AT THE HANDICAPPED
 RAMPS.SCOPE OF WORK INDICATES # 13 INSTALL GAURDRAILS
 AND HANDRAILS AS SHOWN. PROVIDE DETAILS.
 11-4.1.6 ACCESSIBLE BUILDINGS: ALTERATIONS.
 THIS EDITION OF THE CODE DOES NOT APPLY TO BUILDINGS,
 STRUCTURES OR FACILITIES WHICH WERE IN EXISTENCE ON
 OCTOBER 1,1997,(1) GENERAL. ALTERATIONS TO EXISTING
 BUILDINGS AND FACILITIES SHALL COMPLY WITH THE
 FOLLOWING:
 (A)NO ALTERATION SHALL BE UNDERTAKEN WHICH
 DECREASES OR HAS THE EFFECT OF DECREASING ACCESSIBILITY
 OR USABILITY OF A BUILDING OR FACILITY BELOW THE
 REQUIREMENTS FOR NEW CONSTRUCTION AT THE TIME OF
 ALTERATION.
 (B)IF EXISTING ELEMENTS, SPACES, OR COMMON AREAS
 ARE ALTERED, THEN EACH SUCH ALTERED ELEMENT, SPACE,
 FEATURE, OR AREA SHALL COMPLY WITH THE APPLICABLE
 PROVISIONS OF SECTION 11-4.1.1 TO SECTION 11-4.1.3 ,
 MINIMUM REQUIREMENTS FOR NEW CONSTRUCTION. IF THE
 APPLICABLE PROVISION FOR NEW CONSTRUCTION REQUIRES THAT
 AN ELEMENT, SPACE, OR COMMON AREA BE ON AN ACCESSIBLE
 ROUTE, THE ALTERED ELEMENT, SPACE, OR COMMON AREA IS
 NOT REQUIRED TO BE ON AN ACCESSIBLE ROUTE EXCEPT AS
 PROVIDED IN SECTION 11-4.1.6 (2), ALTERATIONS TO AN
 AREA CONTAINING A PRIMARY FUNCTION.
  
 5) PLEASE PROVIDE INFORMATION ON THE TYPE OF DECKING
 THAT IS GOING TO BE INSTALLED ON THE POOL DECK SURFACE?
 106.1.2* ADDITIONAL INFORMATION REQUIRED. HOW WILL IT
 BE BONDED?SHEET A-3INDICATES A NEW SKIMMER ATOP OF
 THE OLD DECK WHAT WILL STOP WATER FROM THE POOL FROM
 LEAKING OUT THIS COLD JOINT?
  
 6) SHEET A-3 INDICATES NOT ONLY IS THE DECK BEING
 REFINISHED BUT THE POOL AS WELL, PLEASE PROVIDE
 ADDITIONAL INFORMATION AS TO THE RIGID POLYSTYRENE
 INSULATION AND LIGHTWEIGHT NEW POOL SHELL?
 PLEASE PROVIDE THE NEW DEPTH MARKERS REQUIRED FOR THE
 POOL.424.1.2.3.1 DEPTH MARKINGS.
 DEPTH MARKINGS SHALL MEET THE FOLLOWING CRITERIA:
 1.PERMANENT DEPTH MARKINGS FOLLOWED BY THE
 APPROPRIATE FULL OR ABBREVIATED WORDS "FEET" OR
 "INCHES" SHALL BE INSTALLED IN MINIMUM 4-INCH-HIGH (102
 MM) NUMBERS AND LETTERS ON A CONTRASTING BACKGROUND.
 DEPTH MARKERS SHALL INDICATE THE ACTUAL POOL DEPTH ,
 WITHIN 3 INCHES (76 MM), AT NORMAL OPERATING WATER
 LEVEL WHEN MEASURED 3 FEET (914 M 3 ) FROM THE POOL
 WALL. SYMMETRICAL POOL DESIGNS WITH THE DEEP POINT AT
 THE CENTER MAY BE ALLOWED PROVIDED A DUAL MARKING
 SYSTEM IS USED WHICH INDICATES THE DEPTH AT THE WALL
 AND AT THE DEEP POINT.
 2.THE MARKINGS SHALL BE LOCATED ON BOTH SIDES OF
 THE POOL AT THE SHALLOW END, SLOPE BREAK, DEEP END WALL
 AND DEEP POINT (IF LOCATED MORE THAN FIVE FEET FROM THE
 DEEP END WALL) WITH A MAXIMUM PERIMETER DISTANCE
 BETWEEN DEPTH MARKINGS OF 25 FEET (7620 MM)AND SHALL BE
 LEGIBLE FROM INSIDE THE POOL AND ALSO FROM THE POOL
 DECK.
 3.WHEN A CURB IS PROVIDED, THE DEPTH MARKINGS
 SHALL BE INSTALLED ON THE INSIDE AND OUTSIDE OR TOP OF
 THE POOL CURB. WHEN A POOL CURB IS NOT PROVIDED, THE
 DEPTH MARKINGS SHALL BE LOCATED ON THE INSIDE VERTICAL
 WALL AT OR ABOVE THE WATER LEVEL AND ON THE EDGE OF THE
 DECK WITHIN TWO FEET OF THE POOL WATER. WHEN OPEN TYPE
 GUTTER DESIGNS ARE UTILIZED, DEPTH MARKERS SHALL BE
 LOCATED ON THE BACK OF THE GUTTER WALL.
 4.WHEN DECK LEVEL PERIMETER OVERFLOW SYSTEMS ARE
 UTILIZED, ADDITIONAL DEPTH MARKERS SHALL BE PLACED ON
 ADJACENT FENCING OR WALLS AND THE SIZE SHALL BE
 INCREASED SO THEY ARE RECOGNIZABLE FROM INSIDE THE
 SWIMMING POOL. DEPTH MARKERS ON THE POOL DECK SHALL BE
 WITHIN THREE FEET OF THE WATER.
 5.THOSE AREAS OF THE POOL THAT ARE NOT PART OF AN
 APPROVED DIVING BOWL SHALL HAVE DARK CONTRASTING,
 PERMANENT, 4-INCH-HIGH (102 MM) "NO DIVING" MARKINGS
 INSTALLED ON THE TOP OF THE POOL CURB OR DECK WITHIN 2
 FEET (610 MM)OF THE POOL WATER ON EACH SIDE OF THE POOL
 WITH A MAXIMUM DISTANCE OF 25 FEET (7620 MM) BETWEEN
 MARKINGS. A 6-INCH (152 MM) TILE WITH A 4-INCH (102 MM)
 OR LARGER RED, INTERNATIONAL "NO DIVING" SYMBOL MAY BE
 SUBSTITUTED FOR THE "NO DIVING" MARKINGS.
 6.ALL DEPTH MARKINGS SHALL BE TILE, EXCEPT THAT
 POOLS CONSTRUCTED OF FIBERGLASS, THERMOPLASTIC OR
 STAINLESS STEEL MAY SUBSTITUTE OTHER TYPE MARKINGS WHEN
 IT CAN BE SHOWN THAT SAID MARKINGS ARE PERMANENT AND
 WILL NOT FADE OVER TIME. THIS EXEMPTION DOES NOT EXTEND
 TO CONCRETE POOLS THAT ARE COATED WITH FIBERGLASS. ALL
 DEPTH AND "NO DIVING" MARKINGS INSTALLED ON HORIZONTAL
 SURFACES SHALL HAVE A SLIP-RESISTANT FINISH.
  
 A THOROUGH REVIEW CAN NOT BE MADE AT THIS TIME, AS A
 RESULT OF THE ADDITIONAL INFORMATION REQUESTED
 ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF
 THIS REVIEW.
  
 102.1* WHERE, IN ANY SPECIFIC CASE, DIFFERENT SECTIONS
 OF THIS CODE SPECIFY DIFFERENT MATERIALS, METHODS OF
 CONSTRUCTION OR OTHER REQUIREMENTS, THE MOST
 RESTRICTIVE SHALL GOVERN. WHERE THERE IS A CONFLICT
 BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC
 REQUIREMENT, THE SPECIFIC
 REQUIREMENT SHALL BE APPLICABLE.
  
 BUILDING PLAN REVIEW
 JIM WITMER C. B. O.
 BUILDING PLAN REVIEW II
  
  
  
  
  
 TEL: (561)805-6715
 FAX: (561)659-8026
 E-MAIL: [email protected]
  
  
  
  
  


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