Plan Review Notes
Plan Review Notes For Permit 07070306
Permit Number 07070306
Review Stop B
Sequence Number 1
Notes
Date Text
2007-07-25 10:26:06DENIED BY BUILDING
  
 1)THE EXPOSURE CATEGORY FOR THIS STRUCTURE IS "C"
 RATHER THAN "B". REVISE DESIGN PRESSURES ACCORDINGLY.
 R301.2.1.4 EXPOSURE CATEGORY.
 FOR EACH WIND DIRECTION CONSIDERED, AN EXPOSURE
 CATEGORY THAT ADEQUATELY REFLECTS THE CHARACTERISTICS
 OF GROUND SURFACE IRREGULARITIES SHALL BE DETERMINED
 FOR THE SITE AT WHICH THE BUILDING OR STRUCTURE IS TO
 BE CONSTRUCTED. FOR A SITE LOCATED IN THE TRANSITION
 ZONE BETWEEN CATEGORIES, THE CATEGORY RESULTING IN THE
 LARGEST WIND FORCES SHALL APPLY. ACCOUNT SHALL BE TAKEN
 OF VARIATIONS IN GROUND SURFACE ROUGHNESS THAT ARISE
 FROM NATURAL TOPOGRAPHY AND VEGETATION AS WELL AS FROM
 CONSTRUCTED FEATURES. FOR ANY GIVEN WIND DIRECTION, THE
 EXPOSURE IN WHICH A SPECIFIC BUILDING OR OTHER
 STRUCTURE IS SITED SHALL BE ASSESSED AS BEING ONE OF
 THE FOLLOWING CATEGORIES: 3. EXPOSURE C. OPEN TERRAIN
 WITH SCATTERED OBSTRUCTIONS, INCLUDING SURFACE
 UNDULATIONS OR OTHER IRREGULARITIES, HAVING HEIGHTS
 GENERALLY LESS THAN 30 FEET (9144 MM) EXTENDING MORE
 THAN 1,500 FEET (457.2 M) FROM THE BUILDING SITE IN ANY
 QUADRANT. THIS EXPOSURE SHALL ALSO APPLY TO ANY
 BUILDING LOCATED WITHIN EXPOSURE B-TYPE TERRAIN WHERE
 THE BUILDING IS DIRECTLY ADJACENT TO OPEN AREAS OF
 EXPOSURE C-TYPE TERRAIN IN ANY QUADRANT FOR A DISTANCE
 OF MORE THAN 600 FEET (182.9 M). SHORT-TERM (LESS THAN
 TWO YEAR) CHANGES IN THE PRE-EXISTING TERRAIN EXPOSURE,
 FOR THE PURPOSES OF DEVELOPMENT, SHALL NOT BE
 CONSIDERED OPEN FIELDS. WHERE DEVELOPMENT BUILD OUT
 WILL OCCUR WITHIN THREE YEARS AND THE RESULTANT
 CONDITION WILL MEET THE DEFINITION OF EXPOSURE B,
 EXPOSURE B SHALL BE REGULATING FOR THE PURPOSE OF
 PERMITTING. THIS CATEGORY INCLUDES FLAT OPEN COUNTRY,
 GRASSLANDS AND OCEAN OR GULF SHORELINES. THIS CATEGORY
 DOES NOT INCLUDE INLAND BODIES OF WATER THAT PRESENT A
 FETCH OF 1 MILE (1.61 KM) OR MORE OR INLAND WATERWAYS
 OR RIVERS WITH A WIDTH OF 1 MILE (1.61 KM) OR MORE (SEE
 EXPOSURE D). REVISE THE COMPONENT AND CLADDING
 PRESSURES ON THE PLANS.
  
 2) SUBMIT A DRAINAGE PLAN SHOWING COMPLIANCE WITH
 R401.3 DRAINAGE .
 SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER
 CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION SO AS
 TO NOT CREATE A HAZARD. LOTS SHALL BE GRADED SO AS TO
 DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE
 GRADE AWAY FROM FOUNDATION WALLS SHALL FALL A MINIMUM
 OF 6 INCHES (152 MM) WITHIN THE FIRST 10 FEET (3048
 MM).
 EXCEPTION: WHERE LOT LINES, WALLS, SLOPES OR OTHER
 PHYSICAL BARRIERS PROHIBIT 6 INCHES (152 MM) OF FALL
 WITHIN 10 FEET (3048 MM), DRAINS OR SWALES SHALL BE
 PROVIDED TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE.
  
 3) THE TRUSS BOTTOM CORD LIVE LOAD SPECIFIED ON A3 AS 0
 IS INCORRECT. TABLE R301.5 REQUIRES A LIVE LOAD OF 10
 PSF FOR ATTICS WITHOUT STORAGE AND 20 PSF WITH STORAGE.
 PLEASE CORRECT.
  
 4)ROOF SHEATHING IS REQUIRED TO BE FASTENED IN
 ACCORDANCE WITH SECTION R803.2.3.1 OF 2006 REVISIONS TO
 2004 FBC RESIDENTIAL CODE. WHICH REQUIRES 8D RING-SHANK
 NAILS TO BE USED IN ALL ROOF ZONES. PLEASE REVISE THE
 TYPICAL ROOF NOTES ON A3.
  
 5) THE STEEL COLUMNS AT THE FRONT ENTRY ARE NOT SHOWN
 ON THE ROOF FRAMING PLAN ON A3.
  
 6) SPECIFY ON THE PLANS THE LOCATIONS THAT THE BEAM
 HANGER N/6 ON A6 WILL BE INSTALLED.
  
 7) SPECIFY THE LENGTH/EMBED DEPTH FOR THE 1/2" DIAMETER
 EXPANSION ANCHOR BOLTS FOR THE STEEL COLUMNS IN THE
 DETAILS ON A6.
  
 8) THE OWNER/AGENT IS REQUIRED TO SIGN THE ENERGY
 CALCULATION FORMS. SEE FBC CHAPTER 13.
  
 9) SUBMIT THE MANUFACTURER'S SPECIFICATIONS AND LISTING
 INFORMATION FOR THE BUILT IN BBQ AND HOOD.
  
 10)WPB ADMIN CODE 106.3* PRODUCT
 APPROVALS. THOSE PRODUCT WHICH ARE
 REGULATED BY DCA RULE 9B-72 SHALL BE
 REVIEWED AND APPROVED IN WRITING BY THE
 DESIGNER OF RECORD PRIOR TO SUBMITTAL
 FOR JURISDICTIONAL APPROVAL.
  
 11) SUBMIT PRODUCT APPROVALS FOR THE CASEMENT WINDOWS.
 BATHROOM WINDOWS TO BE SAFETY GLAZING OR IMPACT RATED
 TO COMPLY WITH R308.
  
 12) THE EVALUATION AND INSTALLATION INFORMATION FOR THE
 EXCLUSIVE WOOD DOORS FL 1876 HAS BEEN REVISED BY FL
 1876-R1. SUBMIT THE NEW INFORMATION THAT IS POSTED ON
 THE STATE PRODUCT APPROVAL WEBSITE AT
 WWW.FLORIDABUILDING.ORG.
  
 13) THE PRODUCT APPROVAL FOR THE WAYNE DALTON SECTIONAL
 GARAGE DOOR HAS THE EVAULATION REPORT FOR MODEL 9100
 AND THE DRAWINGS FOR MODEL 8000/8100. PLEASE CORRECT.
  
 14) THE FIXED WINDOW NOTES ON A1 SPECIFY PGT 820
 WINDOWS , NOA 03-0508.01, WHICH ARE RATED FOR SMALL
 MISSILE IMPACT ONLY. THE PRODUCT APPROVAL SUBMITTED IS
 FOR PGT PW-701 FIXED WINDOWS, WHICH ARE RATED FOR LARGE
 AND SMALL MISSILE IMPACT. PLEASE REVISE PLANS.
  
 15) THE PRODUCT APPROVAL SUBMITTED FOR THE SINGLE HUNG
 WINDOWS PGT-701 HAS BEEN REVISED TO PGT SH-700AND NOA
 05-1018.01. PLEASE SUBMIT CURRENT PRODUCT APPROVAL.
  
 16) THE PRODUCT APPROVAL SUBMITTED FOR THE PGT FD-101
 FRENCH DOORS WITH SIDELITES HAS BEEN REVISED BY NOA
 06-0807.07. PLEASE SUBMIT CURRENT PRODUCT APPROVAL.
  
 17) SUBMIT PRODUCT APPROVALS FOR THE DOUBLE OUTSWING
 FRENCH DOORS WITHOUT SIDELITES.
  
 18) THE NOA SUBMITTED FOR THE PGT 2" MULLIONS IS
 EXPIRED. THE NEW NOA IS 06-0125.08.
  
 19) THE SBCCI REPORT #2203 HAS BEEN REVISED AND
 REISSUED AS AN ICC LEGACY REPORT ON JAN. 1, 2005.
 PLEASE SUBMIT THE REVISED REPORT THAT IS POSTED ON THE
 STATE PRODUCT APPROVAL WEBSITE.
  
 21) PLEASE CHECK THE DESIGN PRESSURES OF THE PRODUCTS
 TO BE SURE THAT THEY ARE EQUAL OR GREATER THAN THE
 PRESSURES OF THE OPENINGS SPECIFIED ON THE PLANS WHEN
 THEY HAVE BEEN REVISED TO EXPOSURE CATEGORY "C".
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
  
  
  
  
  
  
  
  
  
  
  
  
  


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