Plan Review Notes
Plan Review Notes For Permit 05061297
Permit Number 05061297
Review Stop B
Sequence Number 1
Notes
Date Text
2005-07-19 00:00:00DENIED
  
 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) REQUIRED DESIGN CRITERA IS INCORRECT.
 SEE FBC 1606.1.7. THE WIND SPEED FOR THE
 CITY OF WPB IS 140 MPH (3 SECOND GUST),
 THE BUILDING CATEGORY IS II AND THE WIND
 IMPORTANCE FACTOR IS 1.00.
  
 4) REVISE THE COMPONENT AND CLADDING
 WINDLOAD PRESSURES FOR THE WINDOW AND
 DOOR OPENINGS ON SHEET 1 FOR 140 MPH
 WIND SPEED. SEE FBC 1606.2.
  
 5) SUBMIT 2 COPIES OF A SURVEY.
  
 6) SPECIFY THE MEAN ROOF HEIGHT OF THE
 STRUCTURE ON THE PLANS. SEE FBC 202
 HEIGHT,BUILDING.
  
 7) SUBMIT MANUFACTURER'S SPECIFICATIONS
 AND LISTING FOR THE FIREPLACE SHOWN ON
 SHEET 4.
  
 8) SPECIFY THE SIZE OF THE ATTIC ACCESS
 ON SHEET 5. SEE FBC 2309.6.
  
 9) SPECIFY THE SIZE, LOCATION AND NUMBER
 OF THE ATTIC VENTS. SEE FBC 2309.7.
  
 10) PROVIDE SECTIONS OF PORCH/BALCONY
 DECKS. INDICATE HOW WATERPROOFING WILL
 BE ACCOMPLISHED.
  
 11) SPECIFY HOW IMPACT PROTECTION OF
 GLAZED OPENINGS WILL BE PROVIDED. SEE
 FBC 1606.1.4. SPECIFY ON THE PLAN THAT
 ADEQUATE SUBSTRATE WILL BE INSTALLED
 AROUND THE OPENINGS AT THE WOOD FRAME
 WALLS FOR ATTACHMENT OF THE STORM
 PANELS.
  
 12) SPECIFY THE TREAD AND RISER
 DIMENSIONS FOR THE STAIRS ON THE PLANS.
 SEE FBC 104.2.1 WHICH REQUIRES ALL
 INFORMATION TO BE SPECIFIC AND TECHNICAL
 CODES SHALL NOT BE CITED AS A WHOLE OR
 IN PART AS A SUBSTITUTE FOR SPECIFIC
 INFORMATION.
  
 13) THE GUARDRAIL DETAIL ON CB2
 CONFLICTS WITH FBC 1015.3. PLEASE
 REVISE.
  
 14) ON SHEET 5, THE EXTERIOR WALL AT THE
 REAR PORCH IS INDICATED AS A 3-1/2"
 INTERIOR WOOD WALL.
  
 15) CITY AMENDMENTS TO FBC 2111.1.9
 REQUIRES A 1.5 INCH RECESS IN THE
 CONCRETE FLOOR SURFACE WHERE EXTERIOR
 WALL MASONRY UNITS BEAR.
  
 16) SPECIFY ON THE FOOTER DETAIL ON
 SHEET 7, THAT THE FINISH FLOOR ELEVATION
 IS A MINIMUM OF 4" ABOVE FINISH GRADE AS
 REQUIRED BY CITY AMENDMENTS TO FBC
 1804.1.7.
  
 17) SPECIFY ON SHEET 7, THAT THE BOTTOM
 OF THE FOOTER IS A MINIMUM OF 12" BELOW
 FINISH GRADE. SEE FBC 1804.1.3.
  
 18) THE COLUMN PADS ON SHEET 7 ARE
 SPECIFIED WITH CONTINOUS REBAR RATHER
 THAN #5 REBAR EACH WAY. PLEASE CORRECT.
  
 19) REVISE THE ROOF TRUSS BOTTOM CORD
 LIVE LOAD ON SHEET 9. THE MINIMUM LIVE
 LOAD IS 10 PSF. SEE FBC TABLE 1604.1.
  
 20) PLEASE REMOVE OR CROSS OUT THE
 DETAILS THAT DO NOT APPLY TO THIS
 PROJECT. INFORMATION IS REQUIRED TO BE
 SPECIFIC. SEE FBC 104.2.1.
  
 21) SPECIFY THE LOCATION AND MATERIAL
 USED TO CREATE DRAFTSTOPS AT THE
 FLOOR/CEILING ASSEMBLY INTO 5OO SQFT
 AREAS AS REQUIRED BY FBC 2305.2.2.
  
 22) REVISE THE ROOF SHEATHING FASTENING
 NOTES TO COMPLY WITH CITY AMENDMENTS TO
 FBC TABLE 2306.1. WHICH REQUIRES 8D
 COMMON NAILS AT 6"OC EDGES AND 6"OC IN
 THE FIELD IN ZONES 1 & 2 AND 4"OC AT THE
 EDGES AND 6"OC IN THE FIELD IN ZONE 3.
  
 23) REVISE THE UPLIFT FOR THE USP "USC"
 CONNECTOR ON CB1. THE MAXIMUM UPLIFT IS
 11,150# WITHOUT THE 1/3 STRESS INCREASE
 ON THE STEEL. SEE USP 2005 CATALOG.
  
 24) THE GIRDER TRUSS ANCHORS SPECIFIED
 ON SHEET CB2 DO NOT MATCH THOSE
 SPECIFIED ON SHEET 9.
  
 25) ON SHEET CB2 USP TRUSS ANCHOR RT6
 ARE SPECIFIED AND ON SHEET 9 RT3 ARE
 SPECED. PLEASE CORRECT.
  
 26) SPECIFY THE 1-1/2" BLOCK RECESS IN
 THE SLAB AT THE WALL SECTIONS ON CB2.
  
 27) SUBMIT TWO COMPLETE SETS OF ENERGY
 CALCULATIONS AND MANUAL "J" CALCS.
 INFORMATION ON PLANS DO NOT MATCH THE
 FORM 600A THAT WAS SUBMITTED. PLEASE
 CORRECT.
  
 28) 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.
  
 29) SUBMIT TWO COPIES OF ALL PRODUCT
 APPROVALS.
  
 30) SUBMIT PRODUCT APPROVALS FOR THE
 FOLLOWING: TRUSS CONNECTORS, INSWING
 DOORS AT ENRTY WITH NO GLAZING, ROOFING
 MATERIAL AND 18' WIDE OVER HEAD GARAGE
 DOOR (ONE SUBMITTED IS FOR MAX OF 16').
  
 31) SUBMIT THE COMPLETE PRODUCT APPROVAL
 WITH STATE OF FL COVERSHEET, COMPLETE
 NOA OR OTHER APPROVED REPORT LISTING THE
 DESIGN PRESSURES, LIMITATIONS AND
 INSTALLATION DRAWINGS.
  
 32) SUBMIT TWO COPIES OF PRODUCT
 APPROVAL, KEY PLAN AND INSTALLATION
 INSTRUCTIONS WITH MOUNT TYPE, FASTENER
 TYPE AND SPACINGS.
  
 33) SPECIFY THE CLADDING MATERIAL FOR
 THE SOFFITS AND THE COVERED PORCHES.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
  
  
  


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