Plan Review Notes
Plan Review Notes For Permit 08040701
Permit Number 08040701
Review Stop B
Sequence Number 1
Notes
Date Text
2008-05-08 10:13:04BUILDING PLAN REVIEW
 PERMIT: 08040701
 ADD: 3810 GEORGIA AVE #101
 CONT: HEDRICH BROTHERS CONSTRUCTION CO. INC
 TEL: (561)689-8808
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 W/ 2007 FBC REVISIONS
 * WEST PALM BEACH AMENDMENTS
  
 REVIEW: 1ST
 ACTION: DENIED
  
 1)INFORMATIONAL: 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) PLANS SUBMITTED FOR PERMIT (FIRST TIME REVIEW) AFTER
 JULY 1ST, 2007 SHALL BE REVIEWED TO THE 2004 FBC
 BUILDING WITH THE 2007 SUPPLEMENTS.
  
 3)2004 FBC EXISTING 301.5 A DESIGN PROFESSIONAL OR AN
 OWNER MUST ELECT ONE OR A COMBINATION OF LEVELS OF
 ALTERATION PURSUANT TO SECTIONS 303, 304 AND 305 OF
 THIS CODE. STATE THE LEVEL OF ALTERATION ON THE
 DRAWINGS.
  
 4) FBC 505.2 THE DRAWINGS NEED TO INDICATE THE SQUARE
 FOOT AREA OF THE MEZZANINE WHICH SHALL NOT EXCEED
 ONE-THIRD OF THE AREA OF THE ROOM WHERE IT IS LOCATED.
  
 5)FBC 505.1 THE HEIGHT OF CEILINGS BELOW AND ABOVE A
 MEZZANINE SHALL NOT BE LESS THAN 7 FEET. PROVIDE AN
 ELEVATION DRAWING OF THE FRONT VIEW OF COMPLYING WITH
 THIS SECTION.
  
 6)IF THERE IS A SPRINKLER SYSTEM INSTALLED AT THIS
 STRUCTURE, A CEILING PLAN SHALL BE SUBMITTED SHOWING
 THE SPRINKLER HEAD LAYOUT THROUGH OUT THE BUILDING FBC
 106.3.5.1.1(5)
  
 7)SHEET A.1 INDICATES THAT THE EXISTING 3? 0 X 6?-8?
 SHALL BE RELOCATED BUT THE DRAWINGS FAIL TO SHOW THE
 OLD LOCATION OF THE DOOR. THE DRAWINGS ALSO SHOW TWO
 DIFFERENT SIZE OF STEEL COLUMN: THE KEY LEGEND SHOWS A
 6 X 6 AND DETAIL 2 ON SHEET A.1 SHOWS A 4X4 COLUMN.
 CLARIFY.
  
 8)FBC TABLE 1607.1 THE MINIMUM DISTRIBUTED AND
 CONCENTRATED LIVE LOAD FOR LIGHT STORAGE IS 125PSF NOT
 40PSF. THE EXISTING WOOD CEILING FLOOR JOIST IS NOT
 ADEQUATE FOR LIGHT STORAGE PER TABLE 1607.1. SEE FBC
 SECTION 1607 FOR MORE INFORMATION.
  
 9)110.4.2 STORAGE & FACTORY- INDUSTRIAL OCCUPANCIES.
 IT SHALL BE THE RESPONSIBILITY OF THE OWNER, AGENT,
 PROPRIETOR OR OCCUPANT OF GROUP S AND GROUP F
 OCCUPANCIES, OR ANY OCCUPANCY WHERE EXCESSIVE FLOOR
 LOADING IS LIKELY TO OCCUR, TO EMPLOY A COMPETENT
 ARCHITECT OR ENGINEER IN COMPUTING THE SAFE FLOOR LOAD
 CAPACITY. ALL SUCH COMPUTATIONS SHALL BE ACCOMPANIED BY
 AN AFFIDAVIT FROM THE ARCHITECT OR ENGINEER STATING THE
 SAFE ALLOWABLE FLOOR LOADS ON EACH FLOOR IN POUNDS PER
 SQ FT. THE
 COMPUTATIONS & AFFIDAVIT SHALL BE FILED AS A PERMANENT
 RECORD OF THE BLDG DEPT.
  
 10)110.4.3. SIGNS REQUIRED. IN EVERY BUILDING OR PART
 OF A BUILDING USED FOR STORAGE, INDUSTRIAL OR HAZARDOUS
 PURPOSES, THE SAFE FLOOR LOADS, AS REVIEWED BY THE
 BUILDING OFFICIAL ON THE PLAN, SHALL BE MARKED ON
 PLATES OF APPROVED DE SIGN WHICH SHALL BE SUPPLIED &
 SECURELY AFFIXED BY THE OWNER OF THE BUILDING IN A
 CONSPICUOUS PLACE IN EACH STORY TO WHICH THEY RELATE.
 SUCH PLATES SHALL NOT BE REMOVED OR DEFACED, & IF LOST,
 REMOVED THE OWNER OF THE BUILDING SHALL REPLACE THEM.
  
 11)INDICATE CLEARLY THE ATTACHMENT METHOD FOR THE
 GUARDRAIL TO THE FLOOR AND WALL SHOWING ALL FASTENERS.
 SHOW ON THE PLANS WHERE THE NEW 4 INCH NON-BEARING WALL
 WILL BE CONSTRUCTED. WHAT IS THE DIAGONAL PIECE SHOWN
 BELOW THE STAIR PLATFORM? IS THIS PIECE ATTACHED TO THE
 EXTERIOR WALL?
  
 MYRON JACOBS
 BUILDING PLAN REVIEWER
 (561)805-6726
 [email protected]
  


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