Plan Review Notes
Plan Review Notes For Permit 02051728
Permit Number 02051728
Review Stop R
Sequence Number 1
Notes
Date Text
2002-10-01 00:00:00BUILDING PLAN REVIEW
 *******DENIED*******
 ROBERT BROWN(561) 659 8096 EXT 8499
  
 FBC = FLORIDA BUILDING CODE 2001
 FBC*= FLORIDA BUILD'G CODE (CITY AMEND)
  
 1) A RECORDED COPY OF THE NOTICE OF
 COMMENCEMENT MUST BE SUBMITTED BEFORE A
 PERMIT CAN BE ISSUED.
  
 2) 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.
  
 3) SITE PLAN.ONE OF THE SUBMITTED
 COPIES OF SHEET SP-1 IS AN OLD REVISION
 (SIGNED AND SEALED ON 12/8/01) AND DOES
 NOT PROVIDE SUFFICIENT INFORMATION.THE
 OTHER SUBMITTED COPY (SIGNED AND SEALED
 ON 2/15/02) IS ACCEPTABLE.A SECOND
 COPY OF THE REVISED SHEET SP-1 IS
 REQUIRED.
  
 4) SHEET SP-1, SITE PLAN. GENERAL NOTE 1
 SHALL NOT REFER TO THE STANDARD BUILDING
 CODE AS IT IS NOT CURRENT.AMEND NOTE 1
 TO REFER TO THE FLORIDA BUILDING CODE
 2001.
  
 5) FBC 1804SUBMIT A FOUNDATION PLAN
 SHOWING THE FOOTINGS, PAD BASES, SLAB
 THICKNESS, AND COLUMN AND BEARING WALL
 LOCATIONS.
  
 6) FBC 1804.2.2SOIL REPORT.THE FIRST
 2(?) SHEETS OF THE ARDAMAN & ASSOCIATES
 SOIL REPORT ARE MISSING FROM THE
 COPIES.THE FIRST SHEET OF THE DOCUMENT
 AS SUBMITTED IS ENTITLED 'SUBSURFACE
 EXPLORATION INFORMATION', SUBMIT TWO
 COPIES OF THE SHEETS THAT SHOULD PRECEED
 THIS.
  
 7) FBC* 104.2.1.2SUBMIT A ROOF PLAN,
 WHICH SHOULD INCLUDE ROOF SHEATHING NAIL
 SPACING DETAILS AND A ROOF TRUSS ANCHOR
 SCHEDULE.
  
 8) FBC 1606.1.7WIND LOADS.THE PLANS
 SHALL STATE THE FOLLOWING INFORMATION
 USED IN THE DESIGN:BASIC WIND SPEED,
 WIND IMPORTANCE FACTOR, WIND EXPOSURE
 CATEGORY, INTERNAL PRESSURE COEFFICIENT,
 AND DESIGN WIND PRESSURES FOR THE DESIGN
 OF EXTERIOR COMPONENT AND CLADDING
 MATERIALS.
  
 9) ROOF TILES.THE ELEVATIONS SHOW CLAY
 BARREL ROOF TILES, BUT TYPICAL WALL
 SECTION 3/SP-1 AND THE SUBMITTED PRODUCT
 APPROVAL REFER TO CEMENT/CONCRETE S-TILE
 AMEND THE PLANS OR SUBMIT AN ALTERNATIVE
 PRODUCT APPROVAL SUCH THAT THE DOCUMENTS
 CORRELATE.
  
 10) FBC* 104.2.1.2SUBMIT DETAILS OF
 THE PRECAST CONCRETE PANEL SYSTEM TO BE
 USED FOR THE EXTERIOR WALLS.THESE
 SHALL INCLUDE DETAILS OF SHEAR WALLS TO
 TRANSFER THE WIND LOADS TO THE FOOTINGS.
  
 11) FBC 2405.2THE FRENCH DOOR/SIDELITE
 GLAZING IS IN A 'HAZARDOUS LOCATION' AND
 REQUIRED TO BE SAFETY GLASS SATISFYING
 THE REQUIREMENTS OF THE CONSUMER PRODUCT
 SAFETY COMMISSION 16, CODE OF FEDERAL
 REGULATIONS, PART 1201 (CPSC 16-CFR,
 PART 1201).SUBMIT DETAILS TO
 DEMONSTRATE COMPLIANCE.
  
 12) FBC 13-103.0ENERGY CODE COMPLIANCE
 SHALL BE DEMONSTRATED BY SUBMITTAL OF
 APPROPRIATE CODE COMPLIANCE FORMS
  
 13) WINDOW PRODUCT APPROVAL.THE ONLY
 SUBMITTED WINDOW PRODUCT APPROVAL
 NOA# 02-0612.04 IS FOR SINGLE HUNG
 WINDOWS.THIS WINDOW TYPE DOES NOT
 CORRELATE TO THE WINDOW SCHEDULE ON
 SHEET A-4, WHICH SPECIFIES CASEMENT
 WINDOWS AND FIXED WINDOWS.SUBMIT
 PRODUCT APPROVALS WHICH CORRELATE TO THE
 SPECIFIED WINDOW TYPES.
  
 14) WINDOW MULLIONS AND TRANSOMS.
 SUBMIT PRODUCT APPROVALS FOR THE
 MULLIONS AND TRANSOMS AS MAY BE REQUIRED
 BY THE WINDOW PRODUCT APPROVAL (SEE
 COMMENT 13 ABOVE) FOR MULLED WINDOW UNIT
 APPLICATIONS.
  
 15) INSWING DOUBLE ENTRANCE DOORS.
 DRAWING SHEETS 1,3,4 & 5 OF THE
 SUBMITTED PRODUCT APPROVAL
 NOA# 01-0314.23 STATE THAT THE MAXIMUM
 OPENING HEIGHT IS 80 11/16".THIS IS
 SIGNIFICANTLY LESS THAN THE 8'-0" HEIGHT
 SPECIFIED IN THE DOOR SCHEDULE ON
 DRAWING SHEET A-4.SUBMIT A PRODUCT
 APPROVAL WHICH IS APPROPRIATE FOR THE
 SPECIFIED DOOR OPENING SIZE.
  
 16) FRENCH DOORS.THE SUBMITTED PRODUCT
 APPROVAL NOA# 99-0902.02 IS MISSING
 DRAWING SHEETS 3 THRU 9 OF 9.ALSO, THE
 SUBMITTED COPIES OF THE DRAWING SHEETS
 ARE POOR QUALITY.SUBMIT LEGIBLE COPIES
  
 17) SHEET A-3, GARAGE BUCK DETAIL 5/A-4.
 THE VALIDITY OF THIS DETAIL CANNOT BE
 VERIFIED AS THE DRAWING SHEETS FOR THE
 SUBMITTED STEEL GARAGE DOOR PRODUCT
 APPROVAL NOA# 00-1212.03 ARE VERY POOR
 QUALITY COPIES AND CANNOT BE READ.
 SUBMIT LEGIBLE COPIES.
  
 18) HURRICANE MISSILE IMPACT PROTECTION
 SHUTTERS.DRAWING SHEET 2 OF THE
 SUBMITTED GALVANIZED STEEL STORM PANEL
 SHUTTER PRODUCT APPROVAL NOA# 99-0318.03
 STATES THAT THE MAXIMUM PANEL LENGTH IS
 86".THESE PANELS WILL NOT BE LONG
 ENOUGH TO COVER THE STRUCTURAL OPENING
 REQUIRED FOR THE LIVING ROOM FRENCH
 DOOR #9 AND THE CABANA FRENCH DOOR #2
 AND THEIR ASSOCIATED SIDE LITES.SUBMIT
 AN APPROPRIATE PRODUCT APPROVAL FOR
 THESE DOORS.
  
 19) INFORMATIVE:
 SHEET A-1.SECTION MARKERS C/A-3 AND
 B/A-3 SHOULD BE SWAPPED SO THAT THEY
 CORRESPOND WITH THE CROSS-SECTIONS
 SHOWN ON SHEET A-3.
  
 20) IF NEW PLAN SHEETS ARE REQUIRED, IN
 ORDER TO ADDRESS THE ABOVE COMMENTS, THE
 OLD SHEETS SHALL BE REMOVED AND THE NEW
 SHEETS INSERTED.ONE COPY OF EACH OLD
 SHEET SHALL BE INCLUDED WITH THE
 RESUBMITTAL FOR COMPARISON OF REVISIONS.
  
 **QUOTE PERMIT# ON ALL CORRESPONDENCE**
  
 END OF REVIEW COMMENTS
 THE CODE REFERENCES GIVE ADDITIONAL INFO
 IF YOU HAVE ANY QUESTIONS PLEASE CALL:
 ROBERT BROWN(561) 659 8096 EXT 8499


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