Plan Review Notes
Plan Review Notes For Permit 04121254
Permit Number 04121254
Review Stop B
Sequence Number 1
Notes
Date Text
2005-01-20 00:00:00BUILDING PLAN REVIEW
 PERMIT: 04121254
 ADD: 1318 MERCER AVE
 CONT: SOUTHERN CONSTRUCTION
 TEL: (561)718-8876
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 1ST REVIEW
 ACTION: DENIED
  
 WHEN RESUBMITTING PLANS PLEASE INDICATE
 THE REVISION & REMOVE & REPLACE ANY
 PAGES AS NECESSARY. A TRANSMITTAL LETTER
 LISTING THE ORIGINAL REVIEW COMMENT NUM-
 BER, WITH A DESCRIPTION OF THE REVISION
 MADE, IDENTIFYING THE SHEET OR SPECIFICA
 TION PAGE WHERE THE CHANGES CAN BE FOUND
 WILL HELP TO EXPEDITE YOUR PERMIT. THANK
 YOU FOR YOUR ANTICIPATED COOPERATION.
  
  
 1) THE PROPOSED BUILDING STRUCTURE
 TRANSGRESSES LEGAL BOUNDARY LINES
 BETWEEN THE LOTS WHICH COMBINE TO FORM
 'THE SITE'.A 'UNITY OF TITLE' SHALL BE
 RECORDED AT THE COUNTY COURTHOUSE.
 SUBMIT A COPY OF THE RECORDED 'UNITY OF
 OF TITLE' DOCUMENT SO THAT FBC TABLE 600
 BOUNDARY LINE REQUIREMENTS MAY BE DEEMED
 NOT APPLICABLE.
 IT MAY REQUIRE REPLATTING, SINCE THE
 SURVEY INDICATES 6 LOTS THAT WOULD
 REQUIRE COMBINING INTO ONE LOT.
  
 2) FBC* 105.3RESIDENT INSPECTOR.
 SUBMIT INSPECTOR RESUME' AND LICENSE
 DOCUMENTS TO HAROLD PISKURA (805-6711),
 DIRECTOR OF THE RESIDENT INSPECTOR
 PROGRAM.A RESIDENT INSPECTOR PROGRAM
 IS REQUIRED, ON THIS PROJECT, DUE TO ONE
 OR MORE OF THE FOLLOWING:
 - BUILDINGS/ADDITIONS OF TYPE I OR II
 CONSTRUCTION
 - ANY MAJOR STRUCTURAL ALTERATIONS
 - STRUCTURES IN WHICH THE CONCRETE
 DESIGN IS BASED ON COMPRESSIVE
 STRENGTH (F'C) IN EXCESS OF 3000 PSI
 - PILE DRIVING
 - BUILDINGS OVER 20,000 SQFT IN AREA
 - BUILDINGS OVER 2 STORIES IN HEIGHT
 - BUILDING/STRUCTURES OF UNUSUAL DESIGN
 OR METHODS OF CONSTRUCTION.
  
 3) SINCE THIS BUILDING REQUIRES A
 SPECIAL INSPECTOR, SUBMIT (3) SETS OF
 ALL DOCUMENTS, PLANS, REPORTS, PRODUCT
 APPROVALS, LETTERS AND OR SUBMITTALS .
  
  
 4) SUBMIT A THIRD SET OF ENERGY
 CALCULATIONS.
  
 5) FL BLD CODE 1804.2.2 QUESTIONABLE
 SOILS, WHERE THE BEARING CAPACITY IS
 NOT DEFINETLY KNOWN OR IS IN QUESTION.
 WHERE THE BEARING CAPACITY OF THE SOIL
 IS NOT DEFINITLY KNOWN OR IS IN QUESTION
 THE BUILDING OFFICIAL MAY REQUIRE EXPLOR
 ATIONS, TEST OR OTHER ADEQUATE PROOF AS
 TO THE PERMISSIBLE SAFE BEARING
 CAPACITY. REQUIRED TEST AND RECOMMENDA-
 TIONS SUBMITTED TO VERIFY BEARING CAPA-
 CITY SHALL BE CERTIFIED BY A GEOTECH-
 NICALREPORT FROM A DESIGN PROFESSIONAL
 PROPERLY LICENSED IN THE STATE OF
 FLORIDA.
 A SINGLE SIGNED & SEALED REPORT WAS
 SUBMITTED, (3) ORIGINAL SIGNED AND
 SEALED REPORTS ARE REQUIRED.
  
 6) THE PLANS SUBMITTED FROM BUTLER
 MANUFACTURING COMPANY SHALL REQUIRE THE
 PLANS TO BE SIGNED WITH ORIGINAL
 SIGNATURE OF THE P.E., ALL 3 SETS NOT
 COPIES OF SIGNATURES.SIGNED & SEALED.
 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 ATATE STAT: 61G16.003 ARCHITECTS
  
 7) SEE SHEETS A-2.1 & A-3 FOR REQUIRED
 CLEARENCES AT THE PULL SIDE DOORS:
 11-4.13.6 MANEUVERING CLEARENCES
 AT DOORS. MINIMUM MANEUVERING CLEARENCES
 AT DOORS THAT ARE NOT AUTOMATIC OR
 POWER-ASSISTED SHALL BE AS SHOWN IN
 FIG. 25. THE FLOOR OR GROUND AREA WITH
 IN THE REQUIRED CLEARENCES SHALL BE
 CLEAR & LEVEL.
  
 8) A2.2 ROOF RACK HEIGHT SEE:
 1511.7 ROOF MOUNTED MECHANICAL UNITS
 SHALL BE MOUNTED ON CURBS RAISED A
 MINIMUM OF 8 INCHES ABOVE THE ROOF SUR-
 FACE, OR WHERE ROOFING MATERIALS EXTEND
 BENEATH THE UNIT, ON RAISED EQUIPMENT
 SUPPORTS PROVIDING A MINIMUM CLEARENCE
 HEIGHT IN ACCORDANCE WITH TABLE 1511.7.
 MECH. 301.13 WIND RESISTANCE MECHANICAL
 EQUIPMENT, APPLIANCES AND SUP PORTS THAT
 ARE EXPOSED TO WIND SHALL BE DESIGNED
 AND INSTALLED TO RESIST THE WIND
 PRESSURES ON THE EQUIPMENT & THE
 SUPPORTS AS DETERMINED IN ACCORDANCE
 WITH THE FL BLD CODE. THIS MAY BE ACCOMP
 LISHED BY DESIGN OR BY APPLICATION OF
 SECTION 301.13.1.
  
 9) FBC* F102.2.7ARCHITECTURAL TRIM, ON
 BUILDINGS LOCATED IN THE FIRE DISTRICT,
 SHALL BE CONSTRUCTED OF APPROVED
 NON-COMBUSTIBLE MATERIALS OR FIRE
 RETARDANT TREATED WOOD.ANNOTATE THE
 PLANS TO DEMONSTRATE COMPLIANCE.
  
 10A) SHEET A-8 PROVIDE U.L. LISTING#
 G350 FOR A 2 HR FLOOR/ CEILING ASSEMBLY
 NOT IN 2004 LISTINGS.
 10B) THE SAME SHEET MISSING WALL DESIGN
 U.L. LISTING# U-465 FOR A (2)HR RATING,
 U.L. INDICATES A 1 HR RATING.
  
 11) A-9 STEEL BEAM PROTECTION PROVIDE
 THE U.L. LISTING FOR N306 , NOT IN 2004
  
 LISTING BOOK.
  
 12) TABLE 600 ISSUES SEE TYPEIV BLDG
 UNPROTECTED, FOOTNOTE (E) UNDER ROOF &
 ROOF CEILING ASSEMBLIES. ONLY FIRE
 RETARDANT TREATED WOOD CAN BE USED FOR
 SHEATHING ON BUILDINGS 2 STORIES OR
 LESS. SEE SHEET S0.2 NOTES PLYWOOD ROOF
 DECKING, ALSO S2.1 SECTION 5&6 PLEASE
 ANNOTE PLANS.
  
 13) S-2.1 DETAIL# 4, ADD INFORMATION AS
 WHAT TYPE OF MATERIAL IS USED ON THE END
 OF THE GIRDER TRUSS.
  
 14) SHEET S4.0 HEADER FOR PREENGINEERED
  
 METAL BUILDING DESIGN BASIS- MISSING
 WHAT BUILDING CODE DESIGNED UNDER?
  
 15)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
  
 16) FL BLD CODE 1606.1.5: COMPONENTS &
 CLADDING, PROVIDE 3 COPIES OF THE
 PRODUCT APPROVAL FOR THRESHOLD OR
 RESIDENT INSPECTOR PROGRAM BUILDING.
  
 17) PROVIDE THE PALM BEACH COUNTY IMPACT
 FEE RECEIPT, PART OF PERMIT PACKAGE
 REQUIREMENTS.
  
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026


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