Plan Review Notes
Plan Review Notes For Permit 06070159
Permit Number 06070159
Review Stop B
Sequence Number 1
Notes
Date Text
2006-08-10 00:00:00BUILDING PLAN REVIEW
 PERMIT: 06070159
 ADD: 610 CLEMATIS ST.
 CONT: MICHAEL T. LANG BUILDER
 TEL: (561)723-2895
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 1STREVIEW
 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) FL S S 713.13
 NOTICE OF COMMENCEMENT, TO BE FILED
 WITH THE CLERK OF THE COURT BEFORE A
 PERMIT WILL BE ISSUED. NOTE: 713.13(2)
 IF THE WORK DESCRIBED IN THE NOTICE OF
 COMMENCEMENT IS NOT ACTUALLY COMMENCED
 WITHIN 90 DAYS AFTER THE RECORDING
 THEREOF, SUCH NOTICE IS NULL & VOID.
  
 3) SEE PLUMBING REVIEW FOR REQUIRED
 INFORMATION IN TITLEBLOCK.
  
 4) 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.
 NOTE: 2004 FBC, EXISTING BUILDING
 CODE. LEVEL OF ALTERATION! 2004
 EXISTING BUILDING CODE 2004, 301.5
 301.5 A DESIGN PROFESSIONAL OR AN
 OWNER MUST ELECT ONE OR A COMBINATION OF
 LEVELS OF ALTERATION PURSUANT TO SECTION
 303,304 & 305 OF THIS CODE.LEVEL II.
  
 B) THE TYPE OF CONSTRUCTION AS DEFINED
 IN CHAPTER 5, TABLE 503 2004 FBC &
 FBC TABLE 601. TYPE IB/ FLOOR 2HR
 RATING.
  
 5)P4.0 WHERE THE DRAIN PIPE PENETRATES
 THE FLOOR ASSEMBLY INTO THE PARKING
 GAGARE PLEASE PROVIDE THE FIRE STOPPING
 ASSEMBLY, 712.4.1.2 THROUGH-PENETRATION
 FIRESTOP SYSTEM.
 THROUGH PENETRATIONS SHALL BE PROTECTED
 BY AN APPROVED THROUGH-PENETRATION
 FIRESTOP SYSTEM INSTALLED AND TESTED IN
 ACCORDANCE WITH ASTM E 814 OR UL 1479,
 WITH A MINIMUM POSITIVE PRESSURE
 DIFFERENTIAL OF 0.01 INCH (2.49 PA) OF
 WATER. THE SYSTEM SHALL HAVE AN F RATING
 AND A T RATING OF NOT LESS THAN 1 HOUR
 BUT NOT LESS THAN THE REQUIRED RATING OF
 THE FLOOR PENETRATED.
  
 6)P4.0 PROVIDE MANUFACTURERS SPEC FOR
 WATERPROOFING OF PLANTERS 1807.3.1
 FLOORS/ 1807.3.2 .WALLS.
 1807.3.1WATERPROOFING SHALL BE
 ACCOMPLISHED BY PLACING A MEMBRANE OF
 RUBBERIZED ASPHALT, BUTYL RUBBER, OR NOT
 LESS THAN 6-MIL [0.006 INCH; (0.152 MM)]
 POLYVINYL CHLORIDE WITH JOINTS LAPPED
 NOT LESS THAN 6 INCHES (152 MM) OR OTHER
 APPROVED MATERIALS UNDER THE SLAB.
 JOINTS IN THE MEMBRANE SHALL BE LAPPED
 AND SEALED IN ACCORDANCE WITH THE
 MANUFACTURER?S INSTALLATION
 INSTRUCTIONS.
 1807.3.2 WATERPROOFING SHALL BE APPLIED
 FROM THE BOTTOM OF THE WALL TO NOT LESS
 THAN 12 INCHES (305 MM) ABOVE THE
 MAXIMUM ELEVATION OF THE GROUND-WATER
 TABLE. THE REMAINDER OF THE WALL SHALL
 BE DAMPPROOFED IN ACCORDANCE WITH
 SECTION 1807.2.2 . WATERPROOFING SHALL
 CONSIST OF TWO-PLY HOT-MOPPED FELTS, NOT
 LESS THAN 6-MIL [0.006 INCH; (0.152 MM)]
 POLYVINYL CHLORIDE, 40-MIL [0.040 INCH;
 (1.02 MM)] POLYMER-MODIFIED ASPHALT,
 6-MIL [0.006 INCH; (0.152 MM)]
 POLYETHYLENE OR OTHER APPROVED METHODS
 OR MATERIALS CAPABLE OF BRIDGING
 NONSTRUCTURAL CRACKS. JOINTS IN THE
 MEMBRANE SHALL BE LAPPED AND SEALED IN
 ACCORDANCE WITH THE MANUFACTURER?S
 INSTALLATION INSTRUCTIONS.
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026


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