Plan Review Notes
Plan Review Notes For Permit 13090640
Permit Number 13090640
Review Stop B
Sequence Number 2
Notes
Date Text
2014-02-10 15:56:03BUILDING PLAN REVIEW
 PERMIT: 13090640
 ADD: 800 HANK AARON DRIVE BUILDING # 7, MODEL TYPE-E
 BLDG, MIZNER LAKES
 CONT: KAST CONSTRUCTION
 TEL: (561)324-8082
  
 2010 FLORIDA BUILDING CODE W
 * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.
  
 2ND REVIEW
 DATE: MONDAY FEB. 10/ 2014
 ACTION: DENIED
  
 1) 1) COMPLIED.
 THIS PERMIT IS FOR BUILDING # 1 A (4) STORY MODEL-TYPE
 E BUILDING. THE SUBMITTALS INCLUDED A WRITTEN THRESHOLD
 INSPECTION PLAN WHICH WILL BE REQUIRED FOR ALL (4)
 STORY BUILDINGS.
  
 2) BUILDINGS THAT ARE GOING TO BE BUILT IN PHASE 1,
 PLEASE LIST THEM INTO THE DOCUMENTS FOR THE THRESHOLD &
 RESIDENT INSPECTOR PACKAGE SO YOU DO NOT HAVE TO GO
 THROUGH THE PAPERWORK FOR EACH PERMIT. NOTE THRESHOLD
 DOCUMENTS WILL BE NEEDED FOR BUILDING # 6, 7 & 8 ALL 3
 BEING 4 STORY BUILDINGS. THIS COMMENT DEALS WITH THE 4
 STORY BUILDINGS:
 THRESHOLD INSPECTION PLAN FL S. S. 553.71(7) "
 THRESHOLD BUILDING" MEANING ANY BUILDING WHICH IS
 GREATER THAN (3) STORIES OR 50 FT IN HEIGHT, OR WHICH
 HAS AN ASSEMBLY OCCUPANCY CLASSIFICATION AS DENIED IN
 THE FLORIDA BUILDING CODE WHICH EXCEEDS 5,000 SQ FT IN
 AREA AND AN OCCUPANT CONTENT OF GREATER THAN 500
 PERSONS.
 NOTE: A E-MAIL AND ATTACHMENT WAS SENT TO
 [email protected] WITH THE GUIDELINES & POLICIES
 FOR PROJECTS CONCERNING SPECIAL INSPECTORS & RESIDENT
 INSPECTORS HANDBOOK, FORMS ARE WITHIN THIS DOCUMENT.
  
 2A) 109.3.6.1 THE ENFORCING AGENCY SHALL REQUIRE A
 SPECIAL INSPECTOR TO PERFORM STRUCTURAL INSPECTIONS ON
 A THRESHOLD BUILDING PURSUANT TO A STRUCTURAL
 INSPECTION PLAN PREPARED BY THE ENGINEER OF RECORD. THE
 STRUCTURAL INSPECTION PLAN MUST BE SUBMITTED TO THE
 ENFORCING AGENCY PRIOR TO THE ISSUANCE OF A BUILDING
 PERMIT FOR THE CONSTRUCTION OF A THRESHOLD BUILDING.
 THE PURPOSE OF THE STRUCTURAL INSPECTION PLAN IS TO
 PROVIDE SPECIFIC INSPECTION PROCEDURES AND SCHEDULES SO
 THAT THE BUILDING CAN BE ADEQUATELY INSPECTED FOR
 COMPLIANCE WITH THE PERMITTED DOCUMENTS.
  
 2B) THRESHOLD INSPECTOR:
 WPB AMENDMENT 109.3.6.2 W.P.B. CONSTRUCTION SERVICES
 DEPARTMENT REQUEST FOR THRESHOLD BUILDINGS A SPECIAL
 INSPECTOR AS REQUIRED BY FL S S 553.79(5) FLORIDA
 STATUTES TO THE MINIMUM INSPECTIONS REQUIRED BY THIS
 CODE.
 CONTACT KEN CONRAD MANAGER OF THE SPECIAL INSPECTOR
 PROGRAM AT (561)805-6666 FOR FURTHER INFORMATION
 BEFORE THE PERMIT MAY BE ISSUED.
  
 2C) THRESHOLD BLDG, REQUIRED STATEMENT:
 W.P.B. AMENDMENT 109.3.6.4.4 ALL PLANS FOR THE BUILDING
 WHICH ARE REQUIRED TO BE SIGNED AND SEALED BY THE
 ARCHITECT OR ENGINEER OF RECORD CONTAIN A STATEMENT
 THAT, TO THE BEST OF THE ARCHITECT'S PR ENGINEER'S
 KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE
 APPLICABLE FIRE-SAFETY STANDARDS AS DETERMINED BY THE
 LOCAL AUTHORITY IN
 ACCORDANCE WITH THIS SECTION AND 633 FLORIDA STATUTE.
  
 2D) PLEASE CALL THE CITY OF WEST PALM BEACH?S AUTOMATED
 TELEPHONE INSPECTIONS LINE (561) 805-6700) FOR
 IN-PROGRESS INSPECTIONS FOR AUDITING OF JOBSITE
 INSPECTIONS.
  
 2D)(1) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR
 HISTORY FOR THIS TYPE OF CONSTRUCTION.
 THIS MAY BE SUBMITTED TO KEN CONRAD BY E-MAIL. KEN
 CONRAD: [email protected]
  
 2D)(2) FOR THE SPECIAL INSPECTOR PLEASE PROVIDE A
 RESUME' OF INSPECTION EXPERIENCE ON PREVIOUS PROJECT.
 THE RESUME' MUST BE ACCOMPANIED BY ALL CERTIFICATES AS
 SPECIFIED HEREIN. THE BUILDING OFFICIAL OR HIS DESIGNEE
 WILL REVIEW THE RESUME'. AFTER THE RESUME' IS REVIEWED,
 AN INTERVIEW WILL BE SCHEDULED. UNDER NO CIRCUMSTANCES
 WILL AN INSPECTOR BE INTERVIEWED FOR WORK WITHOUT FIRST
 MEETING THE ABOVE CRITERIA.
 CONTACT KEN CONRAD
 TEL: 561-805-6666
 E-MAIL: [email protected]
  
 2E) PLEASE PROVIDE 3 SETS OF PLANS AND ASSOCIATED
 DOCUMENTS FOR ALL RESIDENT & THRESHOLD BUILDINGS.
  
 3A) COMPLIED.
 SUBMITTED WAS A SINGLE GEOTECHNICAL REPORT BY GFA
 INTERNATIONAL, AUGUST 19,2013 GFA PROJECT # 13-0924.00,
 3 WILL BE REQUIRED.
  
 3B) 2ND REQUEST, TODATE NO PERMIT APPLICATION HAS BEEN
 SUBMITTED FOR THIS SCOPE OF WORK, JUST VERBAL
 COMMUNICATION.WITHIN THE SUBMITTED SOILS REPORT BASED
 ON THE RESULTS, LOOSE SOILS AND SOFT ORGANIC SOIL
 (MUCK) LAYER WAS FOUND. THE PLANS DO NOT INDICATE WHICH
 OF THE THREE OPTIONS WERE PICKED FOR THIS PROJECT, THIS
 MAY AFFECT THE TYPE OF FOUNDATION. PLEASE PROVIDE
 ADDITIONAL INFORMATION. 107.2.1.3 ADDITIONAL
 INFORMATION REQUIRED. A SEPERATE PERMIT WILL BE
 REQUIRED FOR SOILS WORK.
  
 4A) 2ND REQUEST, PLEASE NOTE PRODUCT APPROVALS WERE
 SUBMITTED, THEY ARE NOT INDICATED AS TO WHICH BUILDING
 THEY ARE GOING TO BE INSTALLED. WE WILL ASSUME WORST
 CASE SCENARIO, FOR WALL OPENINGS WE WILL BE LOOKING AT
 A EXTERIOR CORNER ZONE, ZONE 5, 10 SQ. FT. A ROOF
 HEIGHT MEAN ROOF HEIGHT FOR THE 4 STORY BUILDING AND A
 "C" EXPOSURE CATEGORY. THE SAME WILL HOLD TRUE FOR ALL
 ROOFING PRODUCTS UNLESS THE PRODUCTS ARE BROUGHT IN
 BUILDING TYPE SPECIFIC, WORST CASE SCENARIO.
  
 4B) 2ND REQUEST/ PLEASE IDENTIFY FOR GLAZED OPENINGS,
 WINDOWS & DOORS TYPE OF GLAZING, SIZE OF WINDOWS, &
 ASSOCIATED PRESSURES. 2010 FBC-B 1609.6.4.4.1.
 COMPONENTS & CLADDING. ALL OF THE DOOR REPORTS
 SUBMITTED HAVE LOCKING OPTIONS RANGING BETWEEN -65 LBS
 TO -80 LBS AND WILL MEET THE PRESSURES.
  
 4C) 2ND REQUEST. FOR ROOFING APPROVALS, PLEASE IDENTIFY
 SUB-SYSTEMS AND ASSOCIATED PRESSURES. SEE IF LIMITATION
 # 7 OR LIMITATION #9 APPLIES, IF LIMITATION # 7
 APPLIES, PLEASE PROVIDE ENHANCED FASTENING AS TO RAS
 117.
  
 JOHN MANVILLE MODIFIED ROOF OVER WOOD DECK NOA
 13-0129.15 WHICH OF THE THE SUB-SYSTEMS ARE TO BE
 INSTALLED, NONE ARE CIRCLED TO INDICATE THE INTENDED
 APPLICATION.
  
 JOHN MANVILLE MODIFIED OVER LIGHTWEIGHT NOA 13-0129.02
 SUB-SYSTEM IS NOT IDENTIFIED/ LOCATION ON PLANS NOT
 IDENTIFIED, OVER THE ELEVATOR ROOF?
  
 SIPLAST LIGHTWEIGHT INSULATING CONCRETE DECK NOA
 13-0102.03 SUB-SYSSTEM NOT IDENTIFIED/ NOR LOCATION
  
 5) SHEET A151:
  
 5A) COMPLIED.
 BUILDING DATA- FIRE RESISTANCE RATING BASED ON EXTERIOR
 WALLS & FIRE SEPARATION TABLE 602. SHEET A100 SHOWS
 30?-0? SEPARATION, BUT THERE IS NO ASSUMED PROPERTY
 LINES SEE FBC-B 503.1.2 BUILDINGS ON THE SAME LOT AND
 TABLE 602. BUILDINGS THAT REQUIRED 1 HR. FIRE
 RESISTANCE RATING WOULD NOW REQUIRE A 2 HOUR FIRE
 RESISTANCE RATING. ALSO BE AWARE OF ALLOWABLE GLAZED
 OPENINGS AT FIFTEEN FEET, PER FBC-B TABLE 705.8.
  
 5B) 2ND REQUEST, UNDER THE BUILDING DESIGN CRITERIA,
 III-B SPRINKLERED, SPRINKLERED IS MISSING! 903.2.11.3
 REQUIRES FIRE SPRINKLERS. FIRE PROTECTION & OPENING
 PROTECTIVE.
 PLEASE PROVIDE IN THE BUILDING DATA TABLE IF THE FIRE
 SPRINKLERS WILL BE NFPA 13 OR 13R? 107.2.1.3.
 ADDITIONAL INFORMATION IS REQUIRED.
  
 5C) 2ND REQUEST, THE PLANS AND COMMENT RESPONCE
 INDICATES THE USE OF 1/2 HR FIRE RATED WALLS AS PER
 SECTION 709.3 EXCEPTION # 2 PLEASE REVIEW 903.3.1.1 IS
 A FULL NFPA 13 SYSTEM, NFPA 13 R IS 903.3.1.2 IF THE
 1/2 HR FIRE RATING IS TO BE USED BETWEEN RESIDENTIAL
 UNITS A FULL NFPA 13 FIRE SPRINKLER WILL BE REQUIRED.
 FIRE & SMOKE SEPARATION;
  
 5D) 2ND REQUEST. SEE DETAILS 2 A550, THIS DETAIL IS FOR
 A 4 STORY UNIT BUT DOES NOT PROVIDE CONTINUITY TO THE
 ROOF DECK. 2010 FBC-B 709.4. CONTINUITY, ROOF
 CONSTRUCTION 709.4.1.1 ROOF SHEATHING AND 709.4.1.2
 ROOF PROTECTION. PLEASE ALSO PROVIDE A DETAIL WITH THE
 TENANT SEPERATION WALL PARALLEL TO THE TRUSSES AND SHOW
 CONTINUITY TO THE ROOF DECK ABOVE. 2010 FBC-B 439.2
 SEPERATION WALLS. WALLS SEPERATING DWELLING UNITS IN
 THE SAME BUILDING, WALLS SEPERATING SLEEPING UNITS IN
 THE SAME BUILDING.
  
 SHEET S-5 DETAIL 10/ S-7 DOES NOT INDICATE THE USE OF
 FRT PLYWOOD ROOF SHEATHING, FURTHER TO THE RIGHT ON
 SHEET S5 THERE IS ANOTHER DEAIL FOR THE SAME AREA
 DETAIL # 8/S-7 THAT DOES SHOW FRT PLYWOOD, DISCREPANCY
 IN THE PLANS. 107.2.1.3 ADDITIONAL INFORMATION
 REQUIRED.
  
 2010 FBC-B 709.4 CONTINUITY, 709.4.1 ROOF CONSTRUCTION,
 709.4.1.1 ROOF SHEATHING AND 709.4.1.2 ROOF PROTECTION.
  
 5E) COMPLIED, FIRE RATING CONTINUED INTO OVERHANG.
  
 5F) 2ND REQUEST.
 BUILDING DATA TABLE UNDER THE HEADING FIRE PROTECTION &
 OPENING PROTECTION THE ELEVATOR SHAFT INDICATES
 REQUIRED AND INCLUDED BUT DOES NOT STATE THE RATING OF
 THE SHAFT, FBC-B 708.4
 REQUIRES 2 HR. UNDER THE HEADING VERTICAL SHAFTS THE
 PLANS STATE 1 HR THIS IS A 4 STORY BUILDING THAT
 REQUIRES 2 HR SHAFT WALLS.
  
 5G)2ND REQUEST.
 THE HEADING IN THE SAME TABLE FOR VERTICAL SHAFTS
 INDICATES 1 HOUR SEE FBC-B 708.4.
  
 5H)2ND REQUEST. HEADING FOR FIRE AND SMOKE SEPERATION ,
 TENANT SEPERATION AS NONE INCLUDED PLEASE SEE FBC-B
 709.6 EXCEPTION 4 OTHER THAN DWELLING UNITS OR SLEEPING
 UNITS, WALLS USED TO SEPARATE INDIVIDUAL TENANT SPACES
 SHALL NOT BE REQUIRED TO HAVE A FIRE-RESISTANCE RATING
 WHEN THE BUILDING IS PROTECTED BY A COMPLETE AUTOMATIC
 SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION
 903.3.1.1.
  
 6) COMPLIED.
 107.3.51.1 MINIMUM PLAN REVIEW CRITERIA FOR COMMERCIAL
 BUILDINGS:
 A) INTERIOR REQUIREMENTS SHALL INCLUDE THE FOLLOWING:
 INTERIOR FINISHES (FLAME SPREAD & SMOKE DEVELOPMENT)
 803.9 & TABLE 803.9.
  
 B) COMPLIED.
 1207.2 AIR-BORNE SOUND.
 WALLS, PARTITIONS AND FLOOR/CEILING ASSEMBLIES
 SEPARATING DWELLING UNITS FROM EACH OTHER OR FROM
 PUBLIC OR SERVICE AREAS SHALL HAVE A SOUND TRANSMISSION
 CLASS (STC) OF NOT LESS THAN 50 (45 IF FIELD TESTED)
 FOR AIR-BORNE NOISE WHEN TESTED IN ACCORDANCE WITH ASTM
 E 90. PENETRATIONS OR OPENINGS IN CONSTRUCTION
 ASSEMBLIES FOR PIPING; ELECTRICAL DEVICES; RECESSED
 CABINETS; BATHTUBS; SOFFITS; OR HEATING, VENTILATING OR
 EXHAUST DUCTS SHALL BE SEALED, LINED, INSULATED OR
 OTHERWISE TREATED TO MAINTAIN THE REQUIRED RATINGS.
 THIS REQUIREMENT SHALL NOT APPLY TO DWELLING UNIT
 ENTRANCE DOORS; HOWEVER, SUCH DOORS SHALL BE TIGHT
 FITTING TO THE FRAME AND SILL.
  
 C) COMPLIED.
 1207.2.1 MASONRY.
 THE SOUND TRANSMISSION CLASS OF CONCRETE MASONRY AND
 CLAY MASONRY ASSEMBLIES SHALL BE CALCULATED IN
 ACCORDANCE WITH TMS 0302 OR DETERMINED THROUGH TESTING
 IN ACCORDANCE WITH ASTM E 90.
  
 D) 2ND REQUEST RESPONCE DOES NOT PROVIDE WHICH SHEET
 THE COMPLIANCE WAS MET? 1207.3 STRUCTURE-BORNE SOUND.
 FLOOR/CEILING ASSEMBLIES BETWEEN DWELLING UNITS OR
 BETWEEN A DWELLING UNIT AND A PUBLIC OR SERVICE AREA
 WITHIN THE STRUCTURE SHALL HAVE AN IMPACT INSULATION
 CLASS (IIC) RATING OF NOT LESS THAN 50 (45 IF FIELD
 TESTED) WHEN TESTED IN ACCORDANCE WITH ASTM E 492.
  
 6E) 2ND REQUEST, SHEET A-205 DOES SHOW A ROOF HATCH TO
 THE FLAT ROOF DECK AND THE PLANS DO INDICATE A ACCESS
 DOOR INTO THE C1 UNIT ON THE FOURTH FLOOR. THE TENNANT
 SEPERATION WALLS GO ALL THE WAY TO THE ROOF DECK. THE
 REQUIRED EGRESS IN EACH UNIT IS FOR FIRE ACCESS IN CASE
 OF EITHER SMOKE OR FIRE FOR ACCESS TO THE ATTIC SPACE.
 2010 FBC-C 1209.2 ATTIC SPACES.AN OPENING NOT LESS THAN
 20 INCHES BY 30 INCHES (559 MM BY 762 MM) SHALL BE
 PROVIDED TO ANY ATTIC AREA HAVING A CLEAR HEIGHT OF
 OVER 30 INCHES (762 MM). A 30-INCH (762 MM) MINIMUM
 CLEAR HEADROOM IN THE ATTIC SPACE SHALL BE PROVIDED AT
 OR ABOVE THE ACCESS OPENING. THE
  
 6F) COMPLIED.
  
 6G) COMPLIED.
 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION. 102.1
 GENERAL. WHERE, IN ANY SPECIFIC CASE, DIFFERENT
 SECTIONS OF THIS CODE SPECIFY DIFFERENT MATERIALS,
 METHODS OF CONSTRUCTION OR OTHER REQUIREMENTS, THE MOST
 RESTRICTIVE SHALL GOVERN. WHERE THERE IS A CONFLICT
 BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC
 REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL BE
 APPLICABLE.
  
 THE 300 SERIES SHEETS INDICATE THE WALL TAGS, OR
 IDENTIFY WALL CONSTRUCTION. WALL TYPE 14 INDICATES
 SHAFT WALL CONSTRUCTION, THERE IS ALSO A WALL TYPE A13
 THAT CONTAINS BATHROOM EXHAUST FANS AND CLOTHES DRYER
 VENTS. WALL TYPE A13 IS NOT SHAFT WALL CONSTRUCTION NOR
 IS IT CONTINIOUS TO THE NEXT DECK ABOVE. THIS IS A R-2
 OCCUPANCY NOT COVERED UNDER TOWNHOUSE CONSTRUCTION OR
 THE RESIDENTIAL CODE. SHAFT WALL CONSTRUCTION UNDER THE
 2010 FBC-B 708.2 EXCEPTION # 3 IS FOR PIPES, TUBES,
 CONDUITS, WIRE & CABLES BUT THE
 REQUIREMENTS FOUND IN FBC-B 716.5.3 IS FOR DUCT WORK.
 PLEASE REVIEW EXCEPTION # 2 RESIDENTIAL SEE 2.1 THE
 SECTION STATES FOR KITCHEN, CLOTHES DRYER, BATHROOM &
 TOILET ROOM EXHAUST.
 EXCEPTION: # 2.
 2.1. KITCHEN, CLOTHES DRYER, BATHROOM AND TOILET ROOM
 EXHAUST OPENINGS ARE INSTALLED WITH STEEL EXHAUST
 SUBDUCTS, HAVING A MINIMUM WALL THICKNESS OF
 0.0187-INCH (0.4712 MM) (NO. 26 GAGE);
  
 2.2. THE SUBDUCTS EXTEND AT LEAST 22 INCHES (559 MM)
 VERTICALLY; AND
  
 2.3. AN EXHAUST FAN IS INSTALLED AT THE UPPER TERMINUS
 OF THE SHAFT THAT IS POWERED CONTINUOUSLY IN ACCORDANCE
 WITH THE PROVISIONS OF SECTION 909.11, SO AS TO
 MAINTAIN A CONTINUOUS UPWARD AIRFLOW TO THE OUTSIDE.
  
 6H) COMPLIED.
 THE 300 SERIES SHEETS ALL SHOW EXTERIOR PATIOS WITH
 8'-0" WIDE SLIDING DOORS, THERE ARE (2) ISSUES, (1) THE
 ARCHITECTURAL PLANS INDICATE THE SAME ELEVATION AS THE
 INTERIOR, WHERE AS THE STRUCTURAL SHEETS INDICATE A
 3/4" LOWER ELEVATION A DISCREPANCY. THE 2ND ISSUE IS
 FAIR HOUSING SINCE A ELEVATOR GOES TO ALL FLOORS, FAIR
 HOUSING ALLOWS FOR A 3/4" DIFFERENCE IN HEIGHT FOR THE
 THRESHOLD AT SECONDARY DOORS. WITH THE SLIDING GLASS
 DOOR TRACK AND THE 3/4" DIFFERENCE IN ELEVATION WE ARE
 OVER THE ALLOWABLE DIFFERENCE IN HEIGHT.
  
 7-8) COMPLIED..
  
 9) 2ND REQUEST. THE VALUE FOR YOUR PERMIT IS LOW, OUR
 CALCULATED VALUE IS $5,967,131.00 DOLLARS IN VALUE.
 W P B ADMINISTRATIVE CODE 108.2 SCHEDULE OF PERMIT
 FEES. ON BUILDINGS, STRUCTURES, ELECTRICAL, GAS,
 MECHANICAL, AND PLUMBING SYSTEMS OR ALTERATIONS
 REQUIRING A PERMIT, A FEE FOR EACH PERMIT SHALL BE PAID
 AS REQUIRED, IN ACCORDANCE WITH THE SCHEDULE
 ESTABLISHED BY THE APPLICABLE GOVERNING AUTHORITY.
  
 108.3* BUILDING PERMIT VALUATION.
 IF, IN THE OPINION OF THE BUILDING OFFICIAL, THE
 CLAIMED VALUATION OF BUILDING, ALTERATION, STRUCTURE,
 ELECTRICAL, GAS, MECHANICAL, OR PLUMBING SYSTEMS
 APPEARS TO BE UNDER ESTIMATED ON THE APPLICATION, THE
 PERMIT SHALL BE DENIED. FOR PERMITTING PURPOSES,
 VALUATION OF BUILDINGS AND SYSTEMS SHALL BE TOTAL
 REPLACEMENT PURPOSES, VALUATION OF BUILDINGS AND
 SYSTEMS SHALL BE THE TOTAL REPLACEMENT VALUE TO INCLUDE
 STRUCTURAL, ELECTRICAL, PLUMBING, MECHANICAL, INTERIOR
 FINISHES, NORMAL SITE WORK (EXCAVATION AND BACKFILL FOR
 BUILDINGS), ARCHITECTURAL AND DESIGN FEES, MARKETING
 COST, OVERHEAD AND PROFIT; EXCLUDING ONLY LAND VALUE.
 VALUATION REFERENCES MAY INCLUDE THE LATEST PUBLISHED
 DATA OF NATIONAL CONSTRUCTION COST ANALYSIS SERVICES
 (MARSHALL-SWIFT, MEANS, ETC) WITH REGIONAL ADJUSTMENTS
 FOR LOCATION AS PUBLISHED BY THE INTERNATIONAL CODE
 CONGRESS.
  
 10) WHEN RESUBMITTING PLANS PLEASE INDICATE THE
 REVISION & REMOVE & REPLACE ANY PAGES AS NECESSARY. A
 TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW COMMENT
 NUMBER, WITH ADESCRIPTION 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.
  
 11) 2ND REQUEST. BEFORE A PERMIT TO CONSTRUCT, MAY BE
 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
 JAMES A. WITMER CBO
  
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
 CONSTRUCTION SERVICES HOME PAGE
 HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP
  
 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.
  
 MEMBER OF BOAF: BUILDING OFFICIALS ASSOCIATION OF
 FLORIDA SAVING LIVES AND PROPERTY SINCE 1953
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  


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