Plan Review Notes
Plan Review Notes For Permit 08070817
Permit Number 08070817
Review Stop B
Sequence Number 1
Notes
Date Text
2008-08-20 09:39:44BUILDING PLAN REVIEW
 PERMIT: 08070817
 ADD: 4200 N FLAGLER DR
 CONT: PREMIER MODULAR BUILDING LC
 TEL: (407)467-2189
  
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 W/ 2007 FBC REVISIONS
 * WEST PALM BEACH AMENDMENTS
  
 REVIEW
 ACTION: DENIED
  
 1A) INFORMATIONAL: WHEN RESUBMITTING PLANS PLEASE
 INDICATE THE REVISION & REMOVE & REPLACE ANY PAGES AS
 NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL
 REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE
 REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION
 PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO
 EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED
 COOPERATION.
  
 1B) INFORMATIONAL: PLEASE SUBMIT 2 OF ALL SURVEYS,
 PLANS, REPORTS, REVISIONS , PRODUCT APPROVALS AND OR
 SUBMITTALS FOR REVIEW FOR PERMIT. IF YOUR PROJECT WILL
 REQUIRE A RESIDENT INSPECTOR OR IF YOUR PROJECT IS A
 THRESHOLD BUILDING REQUIRING A THRESHOLD INSPECTOR THEN
 (3) THREE SETS OF ALL SAID DOCUMENTS WILL BE REQUIRED
 FOR PERMIT ISSUANCE. 106.1* /2004 SUBMITTAL DOCUMENTS
 WEST PALM BEACH ADMINISTRATIVE CODE.
  
 1C) INFORMATIONAL FL S S 713.13 NOTICE OF COMMENCEMENT,
 TO BE FILED WITH THE CLERK OF THE COURT. NOTE:
 713.13(2) IF THE WORK DESCRIBED IN THE NOTICE OF
 COMMENCEMENT IS NOT ACTUALLY COMMENCED WITHIN 90 DAYS
 AFTER THE RECORDING THEREOF, SUCH NOTICE IS NULL &
 VOID. NOTE: 713.13(6) THE POSTING OF THE NOTICE OF
 COMMENCEMENT AT THE CONSTRUCTION SITE BEFORE THE FIRST
 INSPECTION.
  
 1D) INFORMATIONAL: PLANS SUBMITTED FOR PERMIT (FIRST
 TIME REVIEW) AFTER JULY 1ST, 2007 SHALL BE REVIEWED TO
 THE 2004 FBC BUILDING WITH THE 2007 SUPPLEMENTS.
  
 2) THE SUBMITTED PLANS FOR A MODULAR BUILDING DO NOT
 CONTAIN THE THIRD PARTY AGENCY STAMP INDICATING THE
 PLANS HAVE BEEN REVIEWED AND MEET THE 2004 FBC AND THE
 MANUFACTURED (MODULAR) BUILDING PROGRAM UNDER THE
 JURISDICTION OF THE DEPARTMENET OF COMMUNITY AFFAIRS
 (DCA). RULE 9B-1 OF THE FLORIDA ADMINISTRATIVE CODE.
  
 3) MINIMUM PLAN REVIEW REQUIREMENTS OF 106.3.5.1.1 SITE
 REQUIREMENTS, WILL REQUIRE A SITE PLAN FOR
 3A) PARKING
 3B) ACCESSIBLE PARKING SPACE 11-4.6
 3C) ACCESSIBLE ROUTE 11-41.3 (1)
 3D) FBC 2004 TABLE 602 & TABLE 704.8.
 3E) WITH NOT HAVING THE LOCATION OF STRUCTURE THIS MAY
 BE CONSIDERED A "C" ZONE, 2004 FBC/ 2007 SUPPLEMENETS,
 1609.4 "C" TYPE ZONE EXPOSURES
  
 4) PLEASE PROVIDE SOILS REPORT PROVIDING THE MINIMUM
 SAFE BEARING VALUE OF THE SOILS. 1802.2.1 QUESTIONABLE
 SOIL. WHERE THE SAFE-SUSTAINING POWER OF THE SOIL IS IN
 DOUBT, OR WHERE A LOAD-BEARING VALUE SUPERIOR TO THAT
 SPECIFIED IN THIS CODE IS CLAIMED, THE BUILDING
 OFFICIAL SHALL REQUIRE THAT THE NECESSARY INVESTIGATION
 BE MADE. SUCH INVESTIGATION SHALL COMPLY WITH THE
 PROVISIONS OF SECTIONS 1802.4 THROUGH 1802.6 .
  
 5) BUILDING PROVISO: THIS STRUCTURE IS LOCATED IN A A-5
 FLOOD ZONE, FBC BUILDING 3110.1.2 / CITY OF WPB CODE OF
 ORDINANCES SECTION 94-546. STRUCTURE IS LOCATED IN AN
 "A" FLOOD ZONE. A FLOOD ELEVATION CERTIFICATE WILL BE
 REQUIRED.
  
 6) FOUNDATION SYSTEMS, SHEET FD-1 NEITHER THE PLANS NOR
 THE PERMIT APPLICATION PROJECT DETAILS INDICATE THE
 LENGTH OF TIME THIS STRUCTURE IS TO BE ISSUED A C.O.
 FORE. IF THIS IS A TEMPORARY STRUCTURE OR PERMANENT
 STRUCTURE, SEE DEFINITIONS FOR TEMPORARY BUT SHALL NOT
 BE PERMITTED FOR MORE THAN 180 DAYS. THE BUILDING
 OFFICIAL IS AUTHORIZED TO GRANT EXTENSIONS FOR
 DEMONSTRATED CAUSE. IF THIS IS TO BE A TEMPORARY
 STRUCTURE THE INFORMATION LISTED IN 6A-B WILL BE
 REQUIRED.
  
 6A) SHEET FD-1 IS A SITE SPECIFIC FOUNDATION ENGINEERED
 SHEET, REQUIRED TO HAVE THE SITE LOCATION INFORMATION
 IN THE TITLEBLOCK. 106.1.1 CONSTRUCTION DOCUMENTS SHALL
 BE OF SUFFICIENT CLARITY TO INDICATE THE LOCATION,
 NATURE AND EXTENT OF WORK PROPOSED UNDERTHIS PERMIT.
  
 6B) SHEET FD-1 PLEASE INDICATE WHICH TYPE OF PIER
 SYSTEM WILL BE USED AND IF IT IS THE ALTERNATE SYSTEM.
 PLEASE SPECIFY IF THE PIERS ARE TO BE FILLED CELL WITH
 CONCRETE OR TYPE M OR S MORTAR OR HOLLOW
 CONCRETE MASONARY UNIT. PLEASE SEE 1805.5.7 (3) (3.2)
 EXCEPTION: 4 TIMES THE LEAST DIMENSION AND DESIGNS
 EMPLOYING LATERAL BEARINGWILL BE REQUIRED.
  
 6C) IF THE DECISION FOR A PERMANENT STRUCTURE IS
 PROVIDED THEN THE REQUIREMENTS FOR A PERMANENT
 FOUNDATION SHALL BE MET:
 6C) (1) 1805.2 DEPTH OF FOUNDATION
 6C)(2) 1816.1 TRMITE TREATMENT
 6C)(3) 1209.1 CRAWL SPACE AND REQUIRED OPENING 6C)(4)
 1203.3.1 OPENINGS FOR UNDER-FLOOR VENTILATION 6C)(5)
 THE FOUNDATION IS DESIGNED FOR AN B EXPOSURE WHILE THE
 BUILDING IS DESIGNED FOR A C EXPOSURE AND LOCATED IN A
 C ZONE.1609.4.
  
 7) SINCE THE SUBMITTED PLANS DON NOT HAVE STATE
 APPROVAL THROUGH THE DCA FOR MODULAR BUILDINGS A
 THROUGH REVIEW OF THE PLANS WILL BE REQUIRED. PLEASE
 PROVIDE AN ACCESSIBLE RAMP MEETING THE FOLLOWING
 REQUIREMENTS:
  
 7A) 11-4.8.2 SLOPE & RISE. THE LEAST POSSIBLE SLOPE
 SHALL BE USED FOR ANY RAMP. THE MAXIMUM SLOPE FOR A
 RAMP IN NEW CONSTRUCTION SHALL BE 1 TO 12. THE MAXIMUM
 RISE FOR RUN SHALL BE 30" (SEE FIGURE 16).
  
 11-4.8.3. CLEAR WIDTH. THE MINIMUM CLEAR WIDTH OF A
 RAMP SHALL BE 36". EXCEPTION: RAMPS THAT ARE PART OF A
 REQUIRED MEANS OF EGRESS SHALL NOT BE LESS THAN 44
 INCHES WIDE.
  
 11-4.8.4.(2) LANDINGS. ALL LANDINGS ON RAMPS SHALL NOT
 BE LESS THAN 60" CLEAR, & THE BOTTOM OF EACH RAMP SHALL
 HAVE NOT LESS THAN 72" OF STRAIGHT & LEVEL CLEARENCE.
  
 11-4.8.4(3) IF RAMPS CHANGE DIRECTION AT LANDINGS, THE
 MINIMUM LANDING SIZE SHALL BE 60" X 60".
  
 11.4.8.5. HANDRAILS: IF A RAMP HAS A RISE GREATER THAN
 6" OR A HORIZONTAL PROJECTION GREATER THAN 72", THEN
 IT
 SHALL HAVE HANDRAILS ON BOTH SIDES.
  
 7B) PLEASE PROVIDE DESIGN CRITERIA FOR STAIRS,
 HANDRAILS AND GUARDRAILS, 11-4.8/ 11-4.8. & 1607.7.
  
 7C) WALL SECTIONS THROUGH PROVIDING A CONTINIOUS LOAD
 PATH 1609.6.2.1 MAIN WIND-FORCE RESISTING SYSTEM.
  
 8) 1609.1.4 PROTECTION OF OPENINGS IN WIND-BORNE DEBRIS
 REGIONS, EXTERIOR GLAZING THAT RECEIVES POSITIVE
 PRESSURE IN THE LOWER 60 FEET (18.3 M) IN BUILDINGS
 SHALL BE ASSUMED TO BE OPENINGS AND THE BALANCE OF
 GLAZED OPENINGS IN THE REST OF THE BUILDING SHALL BE
 ASSUMED TO BE ZERO UNLESS SUCH GLAZING THAT RECEIVES
 POSITIVE PRESSURE IS IMPACT RESISTANT OR PROTECTED WITH
 AN IMPACT RESISTANT COVERING MEETING THE REQUIREMENTS
 OF SSTD 12, ASTM E 1886 AND ASTM E 1996, OR MIAMI-DADE
 TAS 201, 202 AND 203 REFERENCED THEREIN AS FOLLOWS: 1.
 GLAZED OPENINGS LOCATED WITHIN 30 FEET (9.1 M) OF GRADE
 SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST.
 2. GLAZED OPENINGS LOCATED MORE THAN 30 FEET (9.1 M)
 ABOVE GRADE SHALL MEET THE PROVISIONS OF THE SMALL
 MISSILE TEST.
  
 9) FL BLD CODE 1609.1.4: COMPONENTS & CLADDING, PROVIDE
 2 COPIES OF PRODUCT TESTING REPORTS, MISSING REPORTS
 ARE AS FOLLOWS:
 9A) FIXED WINDOWS NOA 08-0429.10 MISSILE IMPACT RATING:
 NONE
 9B) MULLIONS
 9C) SWING EXTERIOR DOORS
 9D) SLIDDING GLASS DOORS
 9E) LOUVER
 9F) HARDIPLANK SIDING
 9G) STORM SHUTTERS - NON-IMPACT WINDOWS PROVIDE STORM
 PANEL INFORMATION WITH INSTALLATION SCHEDULE AND KEY
 PLAN WITH
 SPECIFIC ANCHORS AND MOUNTING TO BE USED FOR ALL
 NON-IMPACT GLAZING. FBC 1606.1.4.
 9H) ROOFING ASSEMBLIES
  
  
 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 APPLICATION FOR
 LOCAL PRODUCT APPROVAL OR SITE SPECIFIC FORM PER RULE
 9B-72. SEE ATTACHMENT. WWW.FLORIDABUILDING.ORG
  
 11) 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.
  
 12) ENERGY CALCULATIONS ARE MISSING THE INPUT DATA
 REPORT, CODE COMPLIANCE CAN NOT BE CHECKED WITHOUT THE
 INPUT DATA REPORT.13-415.2.
  
 A THOROUGH REVIEW CAN NOT BE MADE AT THIS TIME, AS A
 RESULT OF THE ADDITIONAL INFORMATION REQUESTED
 ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF
 THIS REVIEW.
  
 JIM WITMER C. B. O.
 BUILDING PLAN REVIEW II
  
 TEL: (561)805-6715
 FAX: (561)659-8026
 E-MAIL: [email protected]
  
 PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS
 LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS
 REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO
 THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE
 THEREFORE SUBJECT TO PUBLIC DISCLOSURE.
  


Account Summary | Usage Policy | Privacy Policy
Copyright © 2005 – 2014, SunGard Pentamation, Inc & City of West Palm Beach, FL – All Rights Reserved