Plan Review Notes
Plan Review Notes For Permit 04030025
Permit Number 04030025
Review Stop B
Sequence Number 2
Notes
Date Text
2004-08-06 00:00:00BUILDING PLAN REVIEW
 PERMIT# 04030025
 ADD: 355 WENONAH PLACE
 CONT: KOMAKO CONSTRUCTION
 TEL: (305)332-7174
  
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 2ND REVIEW
 ACTION: DENIED
  
 1) NOTICE OF COMMENCEMENT REQUIRED BE-
 FORE ISSUANCE OF PERMIT.
  
 2) PLANS, SPECIFICATIONS, REPORTS OR
 OTHER DOCUMENTS PREPARED BY THE DESIGN
 PROFESSIONAL AND BEING FILED FOR PUBLIC
 RECORD SHALL HAVE THE SIGNATURE AND
 SEAL OF THE DESIGN PROFESSIONAL AFFIXED
 TO THE DOCUMENT:
 FL STATE STAT: 61G15.23.002 ENGINEERS
 FL STATE STAT: 61G16.003 ARCHITECTS
 SET 1 PAGES A-1,A-2 NOT SIGNED OR SEALED
  
 3) 1804.2.2 QUESTIONABLE SOILS, WHERE
 THE MINIMUM SAFE BEARING CAPACITY IS
 NOT KNOWN OR IS QUESTION, SUBMIT REPORT
 BY TRIANGLE TESTING LAB.
  
 4) BEFORE A PERMIT TO CONSTRUCT, OR
 ISSUED, IMPACT FEES MUST BE PAID TO
 PALM BEACH COUNTY. THE ACTUAL PERMIT SET
 OF PLANS MUST BE STAMPED BY THAT OFFICE,
 AND A COPY OF THE PAID RECEIPT ATTACHED
 TO THE PERMIT APPLICATION. PLEASE CALL
 (561)233-5025 FOR MORE INFORMATION.
  
 5) PLANS DO NOT SHOW TOWNHOUSES SEPERA-
 TION, SEE 704.4.1 INDICATE COMPLIANCE
 WITH SUBSECTIONS 1-3. TOWNHOUSES NOT
 MORE THAN 3 STORIES IN HEIGHT MAY BE
 SEPERATION BY A SINGLE WALL MEETING THE
 SUB-REQUIREMENTS 1-3.
  
 6) EGRESS WINDOWS (2ND FLOOR) PROVIDE
 THE MANUFACTURERS CUT SHEETS WITH
 NET CLEAR OPENING SIZES MINIMUM OF
 5.7 SQ FT.
  
 7) FBC 1005.4.5 (GLITCH AMENDMENT)
 JULY1,2003 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 & 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 LOCK ABLE DOOR
 NOT UNDER THEIR CONTROL. INDICATE HOW
 COMPLIANCE WILL BE ACHEIVED.
 THE FRONT DOOR PRODUCT APPROVAL REQUIRES
 STORM SHUTTERS!!!!!!
  
 8) PROVIDE INFORMATION ALSO IN REGUARDS
 TO 2ND STORY WINDOWS. EITHER LARGE
 MISSLE IMPACT RESISTANT OR STORM SHUT-
 TERS THAT CAN BE INSTALLED ON THE EXTER-
 IOR BUT THROUGH THE WINDOW OPENING.NOTE
 NO GARAGE FOR THE STORAGE OF LADDERS!
  
 9) FL BLDG CODE 1606.1.5 COMPONENTS &
 CLADDING, PROVIDE 2 COPIES OF PRODUCT
 TESTING REPORTS, MISSING REPORTS ARE AS
 FOLLOWS:
 A) WINDOWS FIXED AND OPERATABLE
 ** SUBMITTED HORIZONTAL REPORT VS
 ARCHITECTS SPEC FOR SINGLE HUNG**
 B) STORM SHUTTERS
 C) ROOF ASSEMBLY
 D) TRUSS ANCHORS CONCRETE/ WOOD/ WOOD
  
 10) 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
  
 11) IF WINDOWS ARE NOT LARGE MISSLE
 RESISTANT, THEN STORM SHUTTERS WIL BE
 REQUIRED. 2ND STORY WINDOWS SHALL RE-
 QUIRE SHUTTERS THAT CAN BE INSTALLED
 WITHOUT USE OF A LADDER!
  
 12) PROVIDE STORM PANEL INFORMATION WITH
 INSTALLATION SCHEDULE AND KEY PLAN WITH
 SPECIFIC ANCHORS & MOUNTING TO BE USED
 FOR ALL NON-IMPACT GLAZING.FBC 1606.1.4
  
 13) TABLE 600 UNITS 1-5 10'-20' ALLOW-
 ABLE OPENING AREA (40%) IS 69.31 SQ FT,
 UNITS 6-11 20'-30' ALOWABLE OPENING AREA
 IS 103.96 SQ FT. THE ACTUAL AREA OF OPEN
 ING FOR THE 2 SLIDERS IS 112SQ FT. THE
 TOTAL WALL AREA FOR THE FIRST FLOOR IS
 173.28 SQ FT.
  
 14) CORRECT SHEET A-3, A-4 SECTIONS
 2510.5,2510.5.11,& 2510.1.2.DELETE
 THESE NOTES WE ARE NOT LOCATED IN A
 HIGH VELOCITY HURRICANE ZONE!
  
 15)A-3, A-4, WINDERS, 1007.8.1:
 WINDERS SHALL HAVE A MINIMUM TREAD DEPTH
 OF 6" AT THE NARROWEST EDGE & SHALL
 HAVE A MINIMUM TREAD DEPTH OF 11" AT A
 POINT 12" FROM THE NARROW EDGE. WINDERS
 SHALL BE PERMITTED TO BE USED AS A COM-
 PONENT IN A MEANS OF EGRESS WITHIN A
 DWELLING UNIT.
  
 15) A-5 STAIRWAY/ GUARDRAIL TO CONFORM
 WITH 1015.3 (1) A 6" SPHERE SHALL NOT BE
 ABLE TO PASS THROUGH THE TRIANGULAR
 OPENING FORMED BY THE TREAD,RISER AND
 THE BOTTOM RAIL OF THE GUARDRAIL!
  
 16) 2305.2.2 FLOOR/ CEILING ASSEMBLIES/
 IN SINGLE FAMILY DWELLINGS FLOOR-CEILING
 ASSEMBLIES SEPERATING USABLE SPACE INTO
 2 OR MORE APPROXIMATE AREAS WITH NO AREA
 GREATER THAN 500 SQ FT. DRAFTSTOPING
 SHALL BE PROVIDED PARALLEL TO THE MAIN
 FRAMING MEMBERS.
  
 17) SHEET S-4:
 A) PROVIDE NAILING FOR ROOF SEE TABLE
 2306.1 PALM BEACH COUNTY AMENDMENTS.
  
 18) 1909.3 CONCRETE SLABS ON GRADE
 CONTAINING 6X6/10/10 WELDED WIRE REIN-
 FORCMENT FABRIC LOCATED IN THE MIDDLE TO
 THE UPPER 1/3RD OF THE SLAB SHALL BE
 SUPPORTED BY APPROVED MATERIALS OR SUP-
 PORTS AT SPACING NOT TO EXCEED 3 FT OR
 IN ACCORDANCE WITH MANUFACTURERS SPEC.
  
 19) 2309.6 ATTIC ACCESS, PROVIDE ATTIC
 ACCESS 20'X36".
  
 21) PROVIDE INFORMATION FOR VENTILATION
 OF ATTIC SPACE 2309.7 THE TOTAL NET FREE
 VENTILATING AREA TO THE AREA OF THE CEIL
 ING SHALL NOT BE LESS THAN 1/150.
  
 104.2.1 W.P.B. ADMINISTRATIVE CODE
 DRAWINGS & SPECIFICATIONS SHALL CONTAIN
 INFORMATION, IN THE FORM OF NOTES OR
 OTHERWISE, AS TO THE QUALITY OF
 MATERIALS, WHERE QUALITY IS ESSENTIAL TO
 CONFORMITY WITH THE TECHNICAL CODES.
 SUCH INFORMATION SHALL BE SPECIFIC
 AND THE TECHNICAL CODES "SHALL NOT BE
 CITED AS A WHOLE OR IN PART, NOR THE
 TERM "LEGAL" OR ITS RQUIVALENT BE USED
 AS A SUBSTITUTE FOR SPECIFIC
 INFORMATION".
  
 BUILDING PLAN REVIW
 JIM WITMER
 (561)805-6715


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