Plan Review Notes
Plan Review Notes For Permit 03120894
Permit Number 03120894
Review Stop B
Sequence Number 1
Notes
Date Text
2004-01-15 00:00:00DENIED
  
 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) SUBMIT A SIGNED AND SEALED COPY OF
 THE SOIL REPORT INCLUDING THE BORING
 LOG.
  
 4) THE GLASS BLOCK IN THE EXTERIOR WALL
 THAT IS WITHIN 3 FEET OF THE PROPERTY
 LINE IS REQUIRED TO HAVE A ONE HOUR FIRE
 RATING. FBC TABLE 600 SPECIFY ON PLANS.
  
 5) THE GLASS BLOCK AT THE TUBS IN THE
 MASTER BATH AND BATH #2 IS REQUIRED TO
 HAVE A MINIMUM UNIFORM FACE THICKNESS OF
 0.25". SEE FBC 2405.2.2 (5)
  
 6) THE WINDOW IN BATH #3 WHICH IS WITHIN
 3 FEET OF THE SHOWER IS REQUIRED TO HAVE
 SAFETY GLAZING PER FBC 2405.2.
  
 7) SPECIFY THE SIZE OF THE ATTIC ACCESS.
 SEE FBC 2309.6.
  
 8)FBC 1005.4.5 (GLITCH AMENDMENTS
 JULY 1, 2003) REQUIRES AT LEAST ONE
 MEANS OF ESCAPE FROM A DWELLING WHEN
 SHUTTERED FOR IMPACT PROTECTION. THE
 MEANS OF ESCAPE SHALL BE WITHIN THE
 FIRST FLOOR OF THE DWELLING AND CAN NOT
 BE LOCATED IN A GARAGE. OCCUPANTS IN ANY
 PART OF THE DWELLING SHALL HAVE ACCESS
 TO IT WITHOUT HAVING TO PASS THROUGH A
 LOCKABLE DOOR NOT UNDER THEIR CONTROL.
 INDICATE HOW COMPLIANCE WILL BE
 ACHIEVED.
  
 9) 1001.1.3/ 1005.4 ZERO LOT LINE
 EGRESS:WHEN ACCESS TO OR FROM A RE-
 QUIRED EMERGENCY ESCAPE AND RESCUE OPEN-
 ING OF A STRUCTURE TO THE PUBLIC WAY,
 REQUIRES TRANSVERSING A PROPERTY
 (ADJOINING LOT) THAT IS NOT PART OF THE
 ONE WHICH THE STRUCTURE IS LOCATED, AN
 EGRESS EASEMENT THROUGH THE ADJOINING
 PROPERTY IS REQUIRED AND SHALL BE RECORD
 ED IN THE COUNTY RECORDS. THIS EASEMENT
 SHALL BE A MINIMUM OF 3' WIDE AND NOTH-
 ING SHALL BE PLACED WITHIN THE EASEMENT
 AREA WHICH WOULD BLOCK ACCESS TO THE
 EASEMENT AND OR IMPEDE EMERGENCY EGRESS
 FROM THE RESCUE OPENING TO THE PUBLIC
 WAY. NO LANDSCAPING, FENCES OR OTHER
 IMPEDIMENTS SHALL BE INSTALLED IN THIS
 EASEMENT. REQUIRED FOR EGRESS FROM
 GARDEN COURT TO PUBLIC WAY.
  
 10) AN EGRESS OPENING MEETING THE
 REQUIREMENTS OF FBC 1005.4 WILL BE
 REQUIRED IN THE GARDEN COURT WALL. THIS
 WILL REQUIRE THE APPROVAL OF THE
 BUILDING OFFICIAL.
  
 11) PROVIDE TABLE 600 CALCULATIONS FOR
 THE EXTERIOR WALL AT THE DINING ROOM AND
 DEN/STUDY WHICH HAS 20% OF THE WALL AREA
 ALLOWED AS OPENINGS.
  
 12) SPECIFY THE TYPE AND SIZE OF THE
 EGRESS WINDOW IN BEDROOM #2.
  
 13) SPECIFY THE SIZE OF THE GOLF CART
 OH DOOR ON A2.
  
 14) SPECIFY THE SIZES OF THE FRENCH DOOR
 SIDELITES.
  
 15) SPECIFY THE SIZES OF ALL TRANSOM
 WINDOWS AND THE GLASS BLOCK OPENINGS ON
 A2.
  
 16) SUBMIT MANUFACTURER'S SPECIFICATIONS
 AND UL OR OTHER LISTING INFORMATION FOR
 THE GAS BBQ AND HOOD.
  
 17) REVISE THE ROOF SHEATHING NAILING
 NOTES ON A6. PANEL EDGES ARE REQUIRED TO
 BE NAILED AT 4" OC IN ZONE 3, WHICH
 INCLUDES THE CORNERS OF HIP ROOFS. SEE
 CITY OF WPB AMENDMENTS TO FBC TABLE
 2306.1.
  
 18) SPECIFY THE FOOTING FOR THE 5' BLOCK
 WALL AT THE GARDEN COURT.
  
 19) SPECIFY THE UPLIFT VALUE AND THE
 WELD TYPES FOR THE STEEL COLUMN ON S4.
  
 20)1609.4.3 LOAD REDUCTION.
 WHEN STRUCTURAL EFFECTS DUE TO TWO OR
 MORE LOADS IN COMBINATION WITH DEAD LOAD
 ARE INVESTIGATED IN LOAD COMBINATIONS OF
 1609.4.1 OR 1609.4.2, THE COMBINED
 EFFECTS DUE TO THE TWO OR LOADS MULTI-
 PLIED BY 0.75 PLUS EFFECTS DUE TO DEAD
 LOADS SHALL NOT BE LESS THAN THE EFFECTS
 FROM THE LOAD COMBINATION OF THE DEAD
 LOAD PLUS THE LOAD PRODUCING THE LARGEST
 EFFECTS. INCREAS IN ALLOWABLE STRESS SPE
 CIFIED IN THE MATERIALS SECTIONS OF THIS
 CODE OR A REFRENCED STANDARD SHALL NOT
 BE USED WITH THESE LOAD COMBINATIONS
 EXCEPT THAT A DURATION OF LOAD INCREASE
 SHALL BE PERMITTED IN ACCORDANCE WITH
 CHAPTER 23. SOME OF THE UPLIFT VALUES
 IN THE SCHEDULE ARE INCORRECT. SEE NOTES
 ON THE PLANS. ALSO SOME OF THE TRUSS
 CONNECTORS LISTED ON S2 DO NOT MEET
 REQUIRED UPLIFTS. SPECIFY THE CONNECTORS
 FOR THE 2X BEAMS AT THE ENTRY WHERE THEY
 CONNECT TO THE WALLS. PROVIDE A DETAIL
 OF THE STEEL COLUMNS WITH A CAP THAT
 WILL CARRY THE BEAMS MEETING AT THE 90
 DEGREE ANGLES AT THE ENTRY.
  
 21) PRODUCT APPROVALS SUBMITTED WITH
 PERMIT APPLICATION AFTER OCTOBER 1, 2003
 ARE REQUIRED TO COMPLY WITH THE FLORIDA
 PRODUCT APPROVAL SYSTEM. FOR INFORMATION
 PLEASE SEE THE STATE WEBSITE AT
 WWW.FLORIDABUILDING.ORG. PRODUCTS WITH
 STATEWIDE APPROVAL ARE REQUIRED TO BE
 SUBMITTED WITH A COVER SHEET THAT LISTS
 THE PRODUCT IDENTITY NUMBER FROM THE
 STATE. IF THE PRODUCT DOES NOT HAVE
 STATEWIDE APPROVAL, SUBMIT AN APPLICA-
 TION FOR LOCAL PRODUCT APPROVAL OR SITE
 SPECIFIC FORM PER RULE 9B-72. SEE
 ATTACHMENT. WWW.FLORIDABUILDING.ORG
 SUBMIT PRODUCT APPROVALS FOR THE FOLLOW-
 ING ITEMS:
 - DOUBLE INSWING ENTRY DOORS
 - DOUBLE OUTSWING GLAZED DOORS
 - DOUBLE OUTSWING GLAZED DOORS WITH
 SIDELITES
 - SINGLE OUTSWING PANEL DOORS
 - SINGLE HUNG WINDOWS
 - FIXED WINDOWS(CIRCULAR,ARCHED TOP,ETC)
 - ONE HOUR FIRE RATED GLASS BLOCK
 - STRUCTURAL MULLIONS
 - OVERHEAD GARAGE DOORS
 - STORM PANELS
 - TRUSS ANCHORS
  
 22) SUBMIT A KEY PLAN AND INSTALLATION
 SCHEDULE FOR THE STORM PANELS. SPECIFY
 THE MOUNT TYPE, THE ANCHOR TYPE AND
 SPACING ON THE INSTALLATION DRAWINGS.
 THIS INFORMATION IS REQUIRED AT TIME OF
 PERMIT OR A SEPARATE PERMIT WITH
 ADDITIONAL FEES WILL BE REQUIRED.
  
 23) A SEPARATE PERMIT WILL BE REQUIRED
 FOR THE ROOFING BECAUSE A ROOFING
 CONTRACTOR DID NOT SIGN THE APPLICATION
 AT TIME OF SUBMITTAL.
  
 PLEASE SUBMIT OLD SHEETS ALONG WITH NEW
 PAGES WHEN RESUBMITTING TO EXPEDIATE THE
 REVIEW.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714


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