Plan Review Notes
Plan Review Notes For Permit 07011040
Permit Number 07011040
Review Stop B
Sequence Number 1
Notes
Date Text
2007-01-31 16:07:05BUILDING PLAN REVIEW
 PERMIT: 07011040
 ADD: 10130 NORTHLAKE BLVD. # 118
 CONT: RIELLY CONSTRUCTION CORP
 TEL: (561)262-6876
  
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 W/ 2006 FBC UPDATES
 * 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 NUM-
 BER, WITH A DESCRIPTION OF THE REVISION
 MADE, IDENTIFYING THE SHEET OR SPECIFICA
 TION PAGE WHERE THE CHANGES CAN BE FOUND
 WILL HELP TO EXPEDITE YOUR PERMIT. THANK
 YOU FOR YOUR ANTICIPATED COOPERATION.
  
 2 ) 110.2* W. P. B. ADMINISTRATIVE
 CODE, INFORMATION THAT IS REQUIRED FOR
 RECORD KEEPING & FOR CERTIFICATE OF
 OCCUPANCY:
 A) THE EDITION OFTHE CODE UNDER WHICH
 THE PERMIT WAS ISSUED.
 MISSING THE 2004 EXISSTING BUILDING CODE W/ 2006
 UPDATES
 B) THE USE AND OCCUPANCY, IN ACCORDANCE
 WITH THE PROVISIONS OF CHAPTER 3.
 C) THE TYPE OF CONSTRUCTION AS DEFINED
 IN CHAPTER 6, TABLE 601.
 PLANS INDICATE A TYPE"IV" CONSTRUCTION. THIS CREATES
 TWO ISSUES:
 C1) HEAVY TIMBER- THIS SHOPPING CENTER IS NOT DESIGNED
 AS HEAVY TIMBER CONSTRUCTION.
 C2) NOTE TYPE OF CONSTRUCTION AS DEFINED IN CHAPTER 6
 IS THE MINIMUM REQUIRED FOR THE ENTIRE SHOPPING CENTER
 , IF
 FIRE SPRINKLER INCREASES ARE TAKEN AND OR FRONTAGE
 INCREASES
 D) THE DESIGN OCCUPANT LOAD, SEE 1004.
 E) IF AN AUTOMATIC SPRINKLER SYSTEM IS
 PROVIDED, WHETHER THE SPRINKLER SYSTEM
 IS REQUIRED.
 F) ANY SPECIAL STIPULATIONS & CONDITIONS
 OF THE BUILDING PERMIT.
  
 3) TOLIET ROOMS: 1210.2 WALLS.
 WALLS 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.
  
 4) PLANS DO NOT PROVIDE AT WHAT ELEVATION THE ROOF TOP
 MECHANICAL UNITS ARE LOCATED?
 1509.6 EQUIPMENT AND APPLIANCES ON ROOFS OR ELEVATED
 STRUCTURES.
 WHERE EQUIPMENT AND APPLIANCES REQUIRING ACCESS ARE
 INSTALLED ON ROOFS OR ELEVATED STRUCTURES AT A HEIGHT
 EXCEEDING 16 FEET (4877 MM), SUCH ACCESS SHALL BE
 PROVIDED BY A PERMANENT APPROVED MEANS OF ACCESS, THE
 EXTENT OF WHICH SHALL BE FROM GRADE OR FLOOR LEVEL TO
 THE EQUIPMENT AND APPLIANCES? LEVEL SERVICE SPACE. SUCH
 ACCESS SHALL NOT REQUIRE CLIMBING OVER OBSTRUCTIONS
 GREATER THAN 30 INCHES (762 MM) HIGH OR WALKING ON
 ROOFS HAVING A SLOPE GREATER THAN 4 UNITS VERTICAL IN
 12 UNITS HORIZONTAL (33-PERCENT SLOPE).
 PERMANENT LADDERS INSTALLED TO PROVIDE THE REQUIRED
 ACCESS SHALL COMPLY WITH THE FOLLOWING MINIMUM DESIGN
 CRITERIA:
 1.THE SIDE RAILING SHALL EXTEND ABOVE THE PARAPET
 OR ROOF EDGE NOT LESS THAN 30 INCHES (762 MM).
 2.LADDERS SHALL HAVE RUNG SPACING NOT TO EXCEED 14
 INCHES (356 MM) ON CENTER.
 3.LADDERS SHALL HAVE A TOE SPACING NOT LESS THAN 6
 INCHES (152 MM) DEEP.
 4.THERE SHALL BE A MINIMUM OF 18 INCHES (457 MM)
 BETWEEN RAILS.
 5.RUNGS SHALL HAVE A MINIMUM 0.75-INCH (19 MM)
 DIAMETER AND BE CAPABLE OF WITHSTANDING A 300-POUND
 (136.1 KG) LOAD.
 6.LADDERS OVER 30 FEET (9144 MM) IN HEIGHT SHALL
 BE PROVIDED WITH OFFSET SECTIONS AND LANDINGS CAPABLE
 OF WITHSTANDING 100 POUNDS (488.2 KG/M 2 ) PER SQUARE
 FOOT.
 7.LADDERS SHALL BE PROTECTED AGAINST CORROSION BY
 APPROVED MEANS.
  
 5) THE MECHANICAL SHEET M2.1 NOTE# 7 REFERS TO THE HIGH
 WIND VELOCITY ZONE CRITERIA THIS IS TERMINOLOGY FOR
 DADE&BROWARD COUNTIES ONLY.
 PLEASE PROVIDE ANCORAGE OF THE RTU UNIT TO CURB AND
 CURB TO ROOF FRAMING MEMBERS.
 FBC 1604.2
  
 BUILDING PLAN REVIEW
 JIM WITMER C. B. O.
  
 TEL: (561)805-6715
 FAX: (561)659-8026
 E-MAIL: [email protected]


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