Plan Review Notes
Plan Review Notes For Permit 08090412
Permit Number 08090412
Review Stop B
Sequence Number 1
Notes
Date Text
2008-10-08 16:57:18BUILDING PLAN REVIEW
 PERMIT: 08090412
 ADD: 1610 PALM BEACH LAKES
 CONT: CFR COASTAL
 TEL: (954) 868-9692
  
 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 SURVEYS, PLANS,
 REPORTS, REVISIONS , PRODUCT APPROVALS AND OR
 SUBMITTALS FOR REVIEW FOR PERMIT. YOUR PROJECT WILL
 REQUIRE A THRESHLD INSPECTOR BEING A THRESHOLD
 BUILDING, (3) THREE SETS OF ALL SAID DOCUMENTS WILL BE
 REQUIRED FOR PERMIT ISSUANCE. 106.1* / 109.3.6, 2004
 SUBMITTAL DOCUMENTS WEST PALM BEACH ADMINISTRATIVE
 CODE.
  
 1C) 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) PLANS SUBMITTED FOR PERMIT (FIRST TIME REVIEW)
 AFTER JULY 1ST, 2007 SHALL BE REVIEWED TO THE 2004 FBC
 BUILDING WITH THE 2007 SUPPLEMENTS.SHEET SP.01 UNDER
 BUILDING DATA DOES NOT PROVIDE AS TO
 WHAT CODE (YEAR) THIS PROJECT WAS DESIGNED.
  
 1E) SP.01 BUILDING DATA, THE PLANS ALSO NEGLECT TO
 IDENTIFY THE 2004 FBC, EXISTING BUILDING CODE, CHAPTER
 9 THAT DEALS WITH ADDITIONS, PLEASE CORRECT. STRUCTURAL
 SHEET S.01 ALSO NEEDS TO BE UPDATED TO THE 2007
 SUPPLEMENTS.
  
 1F) SP.01 CALCULATIONS THE BUILDING INFORMATION AND
 CODE SECTIONS ARE NOT TAKEN FROM THE 2004 FBC PLEASE
 PROVIDE THE FOLLOWING BUILDING INFORMATION IN REGUARDS
 TO THE 2004 FBC:
 110.2* W. P. B. ADMINISTRATIVE CODE, INFORMATION THAT
 IS REQUIRED FOR RECORD KEEPING & FOR CERTIFICATE OF
 OCCUPANCY:
 A) THE EDITION OFTHE CODE UNDER WHICH THE PROJECT IS
 DESIGNED.
 B) THE USE AND OCCUPANCY, IN ACCORDANCE WITH THE
 PROVISIONS OF CHAPTER 3.
 C) THE TYPE OF CONSTRUCTION AS DEFINED IN TABLE 503,
 CHAPTER 6, & TABLE 601.
 D) THE OCCUPANT LOAD, SEE 1004.
 E) IF AN AUTOMATIC SPRINKLER SYSTEM IS PROVIDED
 F) WHETHER THE SPRINKLER SYSTEM IS REQUIRED.
 G) ANY SPECIAL STIPULATIONS & CONDITIONS OF THE
 BUILDING PERMIT
 .
 2) THIS BUILDING IS TO BE CONSIDERED A THRESHOLD
 BUILDING BY DEFINTION; 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.
 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) SUBMIT: 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) REQUIRED STATEMENT ON PLANS: THRESHOLD BLDG, 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.
  
 3A) LS.01 NO BLDG TYPE INFORMATION HAS BEEN PROVIDED AS
 REQUESTED UNDER (1F). THE PLAN INDICATES THE EXTERIROR
 WALL AS A 4 HR FIRE RATED WALL WITH AN OVERHEAD 3 HR
 RATED OPENING. IS THE INTENT TO MAKE
 THIS KITCHEN NOT AN DDITION BUT A SPERATE SINGLE STORY
 BUILDING THAT WOULD NOT MEET THE THRESHOLD
 REQUIREMENTS?
  
 3B) LS.01 THIS PLAN INDICATES ON THE EXISTING BUILDING
 A PARTIAL BREAK ROOM, AND THE DOOR# 5 FROM THE BREAK
 ROOM INTO THE NEW HALLWAY NOT PART OF A REQUIRED
 EGRESS. SHEET A.01 PROVIDES ENOUGH
 WALLS TO CALCULATE THE AREA OF THE BREAK ROOM AS 827 SQ
 FT/ /15 = 56 AS AN OCCUPANT LOAD. THIS WOULD REQUIRE
 TWO MEANS OF EGRESS PLEASE PROVIDE DETAILS ENOUGH ON
 THE EXISTING BREAK ROOM PROVIDING
 2 EGRESS PATHS. TABLE 1014.1.
  
 3C) LS.01 THIS DOOR# 5 IT WOULD ALSO APPEAR TO NEED 3
 HR OPENING PROTECTION IF THE OVERHEAD DOOR WITHIN THE
 SAME BREAK ROOM REQUIRES IT? ADDITIONAL INFORMATION
 REQUIRED.
  
 4) 109.3.10* IMPACT OF CONSTRUCTION. ALL CONSTRUCTION
 ACTIVITY REGULATED BY THIS CODE SHALL BE PERFORMED IN A
 MANNER SO AS NOT TO ADVERSELY IMPACT THE CONDITION OF
 ADJACENT PROPERTY, UNLESS SUCH ACTIVITY IS PERMITTED TO
 AFFECT SAID PROPERTY PURSUANT TO A CONSENT BY THE
 APPLICABLE PROPERTY OWNER, UNDER TERMS & CONDITIONS
 AGREEABLE TO THE APPLICABLE PROPERTY OWNER. THIS
 INCLUDES BUT IS NOT LIMITED TO THE CONTROL OF DUST,
 NOISE, WATER OR DRAINAGE RUN-OFF, DEBRIS, AND THE
 STORAGE OF CONSTRUCTION MATERIALS. NEW CONSTRUCTION
 ACTIVITY SHALL NOT ADVERSELY IMPACT HISTORIC SURFACE
 WATER DRAINAGE FLOWS SERVING ADJACENT PROPERTIES, & MAY
 REQUIRE SPECIAL DRAINAGE DESIGN COMPLYING WITH
 ENGINEERING STANDARDS TO PRESERVE THE POSITIVE PATTERNS
 OF THE AFFECTED SITES. ACCORDINGLY, DEVELOPERS,
 CONTRACTORS, AND OWNERS OF ALL NEW RESIDENTIAL
 DEVELOPMENT, INCLUDING ADDITIONS, POOLS, PATIOS,
 DRIVEWAYS, DECKS, OR SIMILAR ITEMS, ON EXISTING
 PROPERTIES RESULTING IN A DECREASE IN EXCESS OF 800SQ
 FT OF PERMEABLE LAND AREA ON ANY PARCEL SHALL AS A
 PERMIT CONDITION, PROVIDE A PROFESSIONALLY PREPARED
 DRAINAGE PLAN CLEARLY INDICATING COMPLIANCE WITH THIS
 PARAGRAPH. UPON COMPLETION OF THE IMPROVEMENT, A
 CERTIFICATION FROM A LICENSED ENGINEER SHALL BE
 SUBMITTED TO THE INSPECTOR IN ORDER TO RECEIVE APPROVAL
 OF THE FINAL INSPECTION.
  
 5) 109.3.10.1 HURRICANE PROTECTION. IT SHALL BE
 UNLAWFUL FOR ANY PERSON TO ALLOW CONSTRUCTION RELATED
 MATERIALS EQUIPMENT AND DEBRIS TO REMAIN LOOSE OR
 OTHERWISE UNSECURED AT A CONSTRUCTION SITE FROM 24 HRS.
 AFTER A HURRICANE WATCH HAS BEEN ISSUED UNTIL THE
 HURRICANE WATCH OR WARNING HAS BEEN LIFTED. ALL SUCH
 CONSTRUCTION MATERIALS, EQUIPMENT AND DEBRIS SHALL BE
 EITHER REMOVED FROM THE CONSTRUCTION SITE OR SECURED IN
 SUCH A MANNER AS TO MINIMIZE THE DANGER OF SUCH
 CONSTRUCTION MATERIALS, EQUIPMENT AND DEBRIS CAUSING
 DAMAGE TO PERSONS OR PROPERTY FROM HIGH WINDS. ANY
 PERSONS WHO FAILS TO COMPLY TO REMOVE OR SECURE THE
 CONSTRUCTION MATERIALS EQUIPMENT AND DEBRIS WITHIN 24
 HRS AFTER A HURRICANE WATCH HAS BEEN ISSUED SHALL BE
 SUBJECT TO A FINE NOT TO EXCEED $500.00. IN ADDITION TO
 THE ABOVE, A LICENSED CONTRACTOR WHO VIOLATES THIS
 SECTION SHALL BE SUBJECT TO DISCIPLINE PURSUANT TO
 SECTION 113 OF THIS CHAPTER.
  
 6) 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 .
  
 7) FL BLD CODE 1609.6.2.2 COMPONENTS & CLADDING,
 PROVIDE 2 COPIES,
 3 IF THRESHOLD OR RESIDENT INSPECTOR OF PRODUCT TESTING
 REPORTS, MISSING REPORTS ARE AS FOLLOWS:
 3A) ROOF DECK OVER THE NEW KITHEN SHEET A.03 DETAIL 2
 DOES NOT PROVIDE INFORMATION AS TO TYPE OF ROOFING
 ASSEMBLIES.
 3B) METAL ROOF DECK PARKING GARAGE
  
 8) 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.
  
 9) A.01 THE KITCHEN EXTERIOR WALLS INDICATE
 WATERPROOFING TO BE APPLIED, PLEASE PROVIDE PRODUCT
 INFORMATION . 1807.3.2.1 & 1807.3.2.
  
 10) SHEET S.02 NOTE # 5 FOR WIND INFORMATION IS
 MISSING:
 1603.1.4 WIND DESIGN DATA.
 THE FOLLOWING INFORMATION RELATED TO WIND LOADS SHALL
 BE SHOWN, REGARDLESS OF WHETHER WIND LOADS GOVERN THE
 DESIGN OF THE LATERAL-FORCE-RESISTING SYSTEM OF THE
 BUILDING:
 1. WIND IMPORTANCE FACTOR, I W , AND BUILDING
 CLASSIFICATION FROM TABLE 1604.5 OR TABLE 6-1, ASCE 7
 AND BUILDING CLASSIFICATION IN TABLE 1-1, ASCE 7-02.
  
 2. THE APPLICABLE ENCLOSURE CLASSIFICATIONS AND, IF
 DESIGNING WITH ASCE 7, INTERNAL PRESSURE COEFFICIENT.
 3. COMPONENTS AND CLADDING. THE DESIGN WIND PRESSURES
 IN TERMS OF PSF (KN/M 2 ) TO BE USED FOR THE SELECTION
 OF EXTERIOR COMPONENTS AND CLADDING MATERIALS NOT
 SPECIFICALLY DESIGNED BY THE REGISTERED
 DESIGN PROFESSIONAL.
  
 11) SHEET PA.01 PARKING GARAGE PLEASE PROVIDE THE
 FOLLOWING INFORMATION IN REGUARDS TO THE 2004 FBC:
 110.2* W. P. B. ADMINISTRATIVE CODE, INFORMATION THAT
 IS REQUIRED FOR RECORD KEEPING & FOR CERTIFICATE OF
 OCCUPANCY:
 A) THE EDITION OFTHE CODE UNDER WHICH THE PROJECT IS
 DESIGNED.
 B) THE USE AND OCCUPANCY, IN ACCORDANCE WITH THE
 PROVISIONS OF CHAPTER 3.
 C) THE TYPE OF CONSTRUCTION AS DEFINED IN TABLE 503,
 CHAPTER 6, & TABLE 601.
 D) THE OCCUPANT LOAD, SEE 1004.
 E) IF AN AUTOMATIC SPRINKLER SYSTEM IS PROVIDED
 F) WHETHER THE SPRINKLER SYSTEM IS REQUIRED.
 G) ANY SPECIAL STIPULATIONS & CONDITIONS OF THE
 BUILDING PERMIT
  
 12) PA.02 INDICATES RAMPED DRIVE TO BACK UP AGAINST
 BACK WALL OF OPEN PARKING GARAGE, PLEASE PROVIDE
 WATERPROOFING DETAILS 1807.3.2.1 & 1807.3.2.
  
 13) PA.02 / PS.02 OPEN WALL SECTION INDICATES THE METAL
 DECKING TO BE FASTENED TO METAL TRUSSES PER
 MANUFACTURERS SPEC, PLEASE PROVIDE
 1609.6.2.2.COMPONENTS AND CLADDING.
  
 14) PA.02/ PS.02 OPEN WALL SECTION DOES NOT PROVIDE
 METAL HI-HAT CONNECTION TO THE METAL TRUSS, PLEASE
 PROVIDE 1609.2.2 COMPONENTS AND CLADDING.
  
 15) 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.
  
 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.
  


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