Plan Review Notes
Plan Review Notes For Permit 02091077
Permit Number 02091077
Review Stop R
Sequence Number 1
Notes
Date Text
2002-10-16 00:00:00BUILDING DENIED
  
 1) IMPACT FEES MUST BE PAID TO PALM
 BEACH COUNTY, PLANS STAMPED BY THEM AND
 COPY OF RECEIPT SUBMITTED TO CITY OF
 WEST PALM BEACH BUILDING DEPARTMENT,
 BEFORE A BUILDING PERMIT CAN BE ISSUED.
  
 2) A RECORDED COPY OF THE NOTICE OF
 COMMENCEMENT MUST BE SUBMITTED BEFORE A
 PERMIT CAN BE ISSUED.
  
 3) PROVIDE A COMPLETE SOIL TEST REPORT
 INDICATING SOIL PREP. RECOMMENDATIONS &
 SOIL BEARING CAPACITY. REPORT TO HAVE
 WET SIGNATURE, DATE AND EMBOSSED SEAL OF
 STATE OF FL SOIL ENGINEER.
  
 4) PLEASE CORRECT CONSTRUCTION TYPE
 LISTED ON A4 TO TYPE VI.
  
 5) PLEASE INDICATE ON PLANS THAT WIRE
 FABRIC LOCATED IN THE MIDDLE TO THE
 UPPER 1/3RD OF THE SLAB SHALL BE SUP-
 PORTED BY APPROVED MATERIALS OR SUPPORTS
 AT SPACING NOT TO EXCEED 3 FT OR
 INDICATE THE LOCATION OF EXPANSION
 JOINTS, IF NOT USING THE EXCEPTION. SEE
 2001 FBC SEC.1909.3.
  
 6)FL. BLD CODE 1606.1.7 THE FOLLOWING
 INFORMATION RELATED TO WIND SHALL BE
 SHOWN ON THE CONSTRUCTION DRAWINGS,
 1)- BASIC WIND SPEED, MPH
 2)- WIND IMPORTANCE FACTOR, & BUILDING
 CATEGORY
 3)- WIND EXPOSURE
 4)- INTERNAL PRESSURE COEFFICIENT,
 5)- COMPONENTS & CLADDING, THE DESIGN
 WIND PRESSURES IN TERMS OF PSF.
  
 7) SPECIFY ONE HOUR RATED GLASS BLOCK AT
 ZERO LOT LINE. REVISE GLASS BLOCK DETAIL
 TO SHOW FIRE RATED GLASS BLOCK ASSEMBLY.
  
 8) PROVIDE DETAILS AND SPECIFICATIONS
 FOR THE 4X8 SOLID LINTEL BETWEEN ENTRY
 DOOR AND FIXED GLASS ABOVE.
  
 9) GLASS BLOCK IN MASTER BATH ARE IN
 HAZARDOUS LOCATIONS AND MUST HAVE A MIN.
 UNIFORM FACE THICKNESS OF 0.25". SEE
 2001 FBC SEC.2405.2.2. PLEASE NOTE THIS
 ON PLANS.
  
 10) INDICATE THE SIZE OF TUBE STEEL
 COLUMNS AND THE THICKNESS OF THE STEEL.
  
 11) PROVIDE COMPLETE INFORMATION FOR THE
 2" STEEL HEADER DETAIL. INDICATE THE
 WELD TYPE, THICKNESS OF TUBE STEEL, ETC.
  
 12) PLEASE SPECIFY THE SIZE OF THE
 WASHERS USED ON THE TAPCONS USED TO
 ATTACH THE GARAGE DOOR BUCKS ON THE
 DETAIL ON A8.
  
 13)PROVIDE (2) COPIES OF A KEY PLAN AND
 CORRESPONDING INSTALLATION SCHEDULE
 INDICATING THE SPECIFIC TYPES OF ANCHORS
 TO BE USED FOR STORM PANELS. INDICATE
 THE MOUNTING OPTIONS THAT WILL BE USED.
 THIS INFORMATION IS REQUIRED PRIOR TO
 PERMIT OR A SEPARATE PERMIT WITH
 ADDITIONAL FEES WILL BE REQUIRED.
  
 14)THE PRODUCT APPROVALS FOR THE SLIDING
 GLASS DOORS IS MISSING PAGE 2. PLEASE
 SUBMIT COMPLETE REPORT.
  
 15) PROVIDE SPECIFICATIONS FOR THE ONE
 HOUR FIRE RATED GLASS BLOCK ASSEMBLY AND
 THE UL LISTING INFORMATION.
  
 16) PLEASE CLARIFY THE TYPE OF GLASS
 BLOCK THAT WILL BE USED. PRODUCT
 APPROVALS WERE SUBMITTED FOR GLASS BLOCK
 FROM TWO DIFFERENT MANUFACTURERS. THE
 DETAILS ON A8 INDICATE PITTSBURG
 CORNING GLASS BLOCK. IF WECK GLASS BLOCK
 IS USED, REVISE DETAIL.
  
 17) IN ORDER TO MEET THE WINDLOAD
 PRESSURES LISTED ON THE PLANS THE FIXED
 GLASS ARCHED AND TRANSOM WINDOWS WILL
 NEED TO BE 3/16" TEMPERED GLASS
 ACCORDING TO THE PRODUCT APPROVALS THAT
 WERE SUBMITTED. PLEASE INDICATE TEMPERED
 GLASS ON THE PLANS FOR THESE WINDOWS.
  
 18) PLEASE INDICATE ON THE PRODUCT
 APPROVAL FOR THE SINGLE HUNG WINDOWS THE
 TYPE OF GLASS THAT WILL BE USED. THE
 DESIGN PRESSURES LISTED ON THE PLANS
 EXCEEDS THE DESIGN PRESSURES LISTED IN
 THE PRODUCT APPROVAL FOR SOME OF THE
 GLASS TYPES.
  
 19) THE SITE SPECIFIC PRODUCT APPROVALS
 FOR THE EXTERIOR SIDE SWINGING DOORS
 ARE REQUIRED TO BE SIGNED, SEALED AND
 DATED BY THE DESIGNER OF RECORD FOR THE
 STRUCTURE. THE LOCATION OF THE STRUCTURE
 IS REQUIRED TO BE ON THE FORM. PROVIDE
 THE TEST REPORTS FOR LARGE MISSLE IMPACT
 AS REQUIRED BY GENERAL NOTE 7.5 ON THE
 FORM.
  
 20) PROVIDE PRODUCT APPROVALS FOR
 STRUCTURAL MULLIONS AT WINDOWS.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)659-8096 EXT.8202


Account Summary | Usage Policy | Privacy Policy
Copyright © 2005 – 2014, SunGard Pentamation, Inc & City of West Palm Beach, FL – All Rights Reserved