Plan Review Notes
Plan Review Notes For Permit 14061217
Permit Number 14061217
Review Stop B
Sequence Number 3
Notes
Date Text
2016-03-24 09:32:52BUILDING PLAN REVIEW
 PERMIT: 14061217
 ADD: 335 CLEMATIS ST
 CONT: TBD
 TEL: (561)856-6655/ NEYITA
  
 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.
  
 3RD REVIEW
 DATE: TUES. MARCH 22/ 2016
 ACTION: DENIED
  
 1) PROVISO: THE SURVEY INDICATES THE PROPOSED BUILDING
 WILL PROVIDE A REPLAT BEFORE PERMIT ISSUANCE.
  
 2) THRESHOLD BUILDINGS.
  
 2A) COMPLIED, 109.3.6.1 SUBMITTED A WRITTEN THRESHOLD
 PLAN.
  
 2B) COMPLIED.
  
 2C) 3RD REQUEST. 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. THE
 THRESHOLD AGREEMENT FORMS MUST BE SIGNED BY ALL
 INTERESTED PARTIES AND RETURNED TO THE BUILDING
 DEPARTMENT BEFORE PERMIT ISSUANCE. . CONTACT KEN CONRAD
 MANAGER OF THE SPECIAL INSPECTOR PROGRAM AT
 (561)805-6666 OR E-MAIL: [email protected] FOR FURTHER
 INFORMATION.
  
 2D) 3RD REQUEST. 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 REQUIRED.
  
 2E) 3RD REQUEST. THE CONTRACTOR OF RECORD 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]
  
 2F) NOTICE ONLY, NO ACTION REQUIRED BY ARCHITECT.
 PLEASE CALL THE CITY OF WEST PALM BEACHES? AUTOMATED
 TELEPHONE INSPECTIONS LINE (561) 805-6700) FOR
 IN-PROGRESS INSPECTIONS FOR AUDITING OF JOBSITE
 INSPECTIONS.
  
 2G) NOTICE ONLY, NO ACTION REQUIRED BY ARCHITECT.
 109.3.6 THRESHOLD BUILDINGS, OPERATING GUIDELINES FOR
 THRESHOLD INSPECTORS #26. ASSURE THAT THE DESIGNER HAS
 REQUIRED ON THE PLANS OR SPECIFICATIONS ONE MATERIAL,
 APPROVED FOR FIRE STOPPING PENETRATIONS, FOR WALLS AND
 CEILINGS.
  
 3-4) COMPLIED.
  
 5) 3RD REQUEST. ONLY ONE SIGNED & SEALED SOILS REPORT
 SUBMITTED THIS REVIEW, 2 ADDITIONAL SIGNED & SEALED
 ORIGINAL REPORTS ARE STILL REQUIRED. ARDAMAN &
 ASSOCIATES SUBSURFACE AND GEOTECHNICAL ENGINEERING
 EVALUATION REPORT DATED MAY 14/ 2014.
 5A) THE GEOTECHNICAL REPORT RECOMMENDS THE 14 INCH
 DIAMETER AUGER CAST PILE BE DRILLED TO A DEPTH OF 48
 FEET. THE 2010 FBC-B 1810. 3.5.2.2 UNCASED CAST IN
 PLACE DEEP FOUNDATIONS THE LENGTH SHALL NOT EXCEED 30
 TIMES THE AVERAGE DIAMETER OR APPROXIMATELY 35 FEET.
 THE EXCEPTION: THE LENGTH OF THE ELEMENT IS PERMITTED
 TO EXCEED 30 TIMES THE DIAMETER, PROVIDED THE DESIGN
 AND INSTALLATION OF THE DEEP FOUNDATIONS ARE UNDER THE
 DIRECT SUPERVISION OF A REGISTERED DESIGN PROFESSIONAL
 KNOWLEDGEABLE IN THE FIELD OF SOIL MECHANICS AND DEEP
 FOUNDATIONS. THE REGISTERED DESIGN PROFESSIONAL SHALL
 SUBMIT A REPORT TO THE BUILDING OFFICIAL STATING THAT
 THE ELEMENTS WERE INSTALLED IN COMPLIANCE WITH THE
 APPROVED CONSTRUCTION DOCUMENTS.
  
 5B) PLEASE PROVIDE WHAT GEOTECHNICAL ENGINEER WILL BE
 SUPERVISING AND MONITORING THE INSTALLATION OF THE
 AUGER CAST TEST PILE AS WELL AS THE PRODUCTION PILE.
 107.2.1.3 ADDITIONAL INFORMATION REQUIRED.
  
 5C) WILL THERE BE A SPECIALTY PILE CONTRACTOR
 INSTALLING THE 14 INCH DIAMETER AUGER CAST PILE. THE
 PILE CONTRACTOR SHOULD BE RESPONSIBLE FOR DESIGNING,
 AND INSTALLING THE TEST ASSEMBLY AND PROVIDE A RECENTLY
 CALIBRATED HYDRAULIC JACK. THE CONTRACTOR?S DESIGN AND
 CALIBRATION OF THE TEST EQUIPMENT SHALL BE SUBMITTED TO
 THE GEOTECHNICAL ENGINEER FOR REVIEW AND APPROVAL.
  
  
  
  
  
 6) COMPLIED.
  
 7) SHEET A1.00 LIFE SAFETY SHEET:
 7A-F) COMPLIED.
  
 7G) PROVISO: APPROVED BY FIRE CHIEF PROVIDED THAT THE
 EQUIPMENT FITS DOES NOT MEET THE SIZE REQUIREMENTS OF
 911.1.3.THE LIFE SAFETY SHEET LEVEL 1 DOES NOT INDICATE
 COMPLIANCE WITH [F] 403.4.5 FIRE COMMAND. A FIRE
 COMMAND CENTER COMPLYING WITH SECTION 911 SHALL BE
 PROVIDED IN A LOCATION APPROVED BY THE FIRE DEPARTMENT.
  
 7H-O) COMPLIED.
  
  
 7P)PROVISO, COMPLIED REPEAT 7G.
  
 7Q)3RD REQUEST. 2010FBC-B MISSING INFORMATION: 403.6
 ELEVATORS. ELEVATOR INSTALLATION AND OPERATION IN
 HIGH-RISE BUILDINGS SHALL COMPLY WITH CHAPTER 30 AND
 SECTIONS 403.6.1 AND 403.6.2.
  
 403.6.1 FIRE SERVICE ACCESS ELEVATOR. IN BUILDINGS WITH
 AN OCCUPIED FLOOR MORE THAN 120 FEET (36 576 MM) ABOVE
 THE LOWEST LEVEL OF FIRE DEPARTMENT VEHICLE ACCESS, A
 MINIMUM OF ONE FIRE SERVICE ACCESS ELEVATOR SHALL BE
 PROVIDED IN ACCORDANCE WITH SECTION 3007.
  
 3007.4 FIRE SERVICE ACCESS ELEVATOR LOBBY. THE FIRE
 SERVICE ACCESS ELEVATOR SHALL OPEN INTO A FIRE SERVICE
 ACCESS ELEVATOR LOBBY IN ACCORDANCE WITH SECTIONS
 3007.4.1 THROUGH 3007.4.4.
  
 EXCEPTION: WHERE A FIRE SERVICE ACCESS ELEVATOR HAS TWO
 ENTRANCES ONTO A FLOOR, THE SECOND ENTRANCE SHALL BE
 PERMITTED TO OPEN INTO AN ELEVATOR LOBBY IN ACCORDANCE
 WITH SECTION 708.14.1.
  
 3RD REQUEST. 3007.4.1 ACCESS. THE FIRE SERVICE ACCESS
 ELEVATOR LOBBY SHALL HAVE DIRECT ACCESS TO AN EXIT
 ENCLOSURE.
 THE RESPONSE INDICATES THAT A MEETING IS REQUESTED.
 I?VE SPOKEN TO THE BUILDING OFFICIAL ABOUT THIS CODE
 ISSUE AND THE RESPONSE THAT IT WAS APPROVED BY CHIEF
 PETER LEDUC. THE CODE ARTICLE GIVEN IS NOT A NFPA BUT
 2010 FLORIDA BUILDING CODE-BUILDING CODE SECTION. MR.
 BROWN REQUEST THAT THE ARCHITECT OF RECORD WRITE A
 LETTER ON THEIR LETTER HEAD THAT THEY RECEIVED APPROVAL
 FROM CHIEF PETER LEDUC, SIGN AND SEAL THE LETTER SO IT
 WILL BECOME PART OF THE PERMIT SET OF DOCUMENTS, (3)
 ORIGINALS TO GO WITH EACH SET OF PLANS.
  
 COMPLIED. 3007.4.2 LOBBY ENCLOSURE.
 THE FIRE SERVICE ACCESS ELEVATOR LOBBY SHALL BE
 ENCLOSED WITH A SMOKE BARRIER HAVING A MINIMUM 1-HOUR
 FIRE-RESISTANCE RATING, EXCEPT THAT LOBBY DOORWAYS
 SHALL COMPLY WITH SECTION 3007.4.3.
  
 COMPLIED. 3007.4.3 LOBBY DOORWAYS. EACH FIRE SERVICE
 ACCESS ELEVATOR LOBBY SHALL BE PROVIDED WITH A DOORWAY
 THAT IS PROTECTED WITH A 3/4-HOUR FIRE DOOR ASSEMBLY
 COMPLYING WITH SECTION 715.4. THE FIRE DOOR ASSEMBLY
 SHALL ALSO COMPLY WITH THE SMOKE AND DRAFT CONTROL DOOR
 ASSEMBLY REQUIREMENTS OF SECTION 715.4.3.1 WITH THE UL
 1784 TEST CONDUCTED WITHOUT THE ARTIFICIAL BOTTOM SEAL.
  
 COMPLIED. PROVIDE THE SQUARE FOOTAGE OF THE FIRE
 SERVICE ELEVATOR LOBBY. 3007.4.4 LOBBY SIZE. EACH
 ENCLOSED FIRE SERVICE ACCESS ELEVATOR LOBBY SHALL BE A
 MINIMUM OF 150 SQUARE FEET (14 M2) IN AN AREA WITH A
 MINIMUM DIMENSION OF 8 FEET (2440 MM).
  
 7R) COMPLIED. SHEET A8.00 WALL TYPES K-P DO NOT PROVIDE
 FIRE RATING OF WALL.
  
 8-10) COMPLIED.
  
 11) SHEET A2.03:
 11A) THE PLANS SHOW A SHAFT BEGINNING ON THE 4TH FLOOR,
 THE SHEET A2.04-A2.10 SHOW THE SHAFT BUT THE WALL TAGS
 ARE MISSING FOR THE 2 HOUR FIRE RATING OF SHAFT. 2010
 FBC-B 708.2 SHAFT REQUIRED.
  
 12) SHEET A2.11: COMPLIED.
  
 13A-D) BUILDING PROVISO: THE PRODUCT APPROVALS HAVE
 BEEN REQUESTED TO BE DEFERRED SUBMITTALS. 107.3.4.2
 DEFERRED SUBMITTALS. FOR THE PURPOSES OF THIS SECTION,
 DEFERRED SUBMITTALS ARE
 DEFINED AS THOSE PORTIONS OF THE DESIGN THAT ARE NOT
 SUBMITTED AT THE TIME OF THE APPLICATION AND THAT ARE
 TO BE SUBMITTED TO THE BUILDING OFFICIAL WITHIN A
 SPECIFIED PERIOD. DEFERRAL OF ANY SUBMITTAL ITEMS SHALL
 HAVE THE PRIOR APPROVAL OF THE BUILDING OFFICIAL. THE
 REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE
 SHALL LIST THE DEFERRED SUBMITTALS ON THE CONSTRUCTION
 DOCUMENTS FOR REVIEW BY THE BUILDING OFFICIAL.
 DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE
 SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN
 RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD
 THEM TO THE BUILDING OFFICIAL WITH A NOTATION
 INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE
 BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO
 THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL
 ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED
 SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING
 OFFICIAL.
  
 PLEASE PROVIDE 3 SETS OF PRODUCT APPROVALS FOR EACH OF
 THE FOLLOWING COMPONENTS AND OR CLADDING IF SUBMITTING
 IN PAPER FORM.
  
 13A) 2010 FBC-B 1609.1.2 PROTECTION OF OPENINGS,
 1609.6.4.41 COMPONENTS & CLADDING
 FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV.
 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION
 SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS:
 (31)(A) EXTERIOR DOORS.
 (B) WINDOWS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES & WATERPROOFING FOR
 SLABS
 (E) SHUTTERS
 (F) SKYLIGHTS
 (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C
 STANDS
  
 13B) FOR ALL PRODUCTS WITH GLAZING, PLEASE IDENTIFY THE
 OPENING WIDTH & HEIGHT, TYPE OF GLAZING, MULLION
 INFORMATION IF REQUIRED, ATTACHMENTS AND ASSOCIATE
 PRESSURES FOR EACH OPENING SIZE.
  
 13C) FOR ALL ROOFING PRODUCTS PLEASE IDENTIFY ALL
 ROOFING SUB-SYSTEMS AND THEIR ASSOCIATED PRESSURES FOR
 ROOF ZONE # 1. REVIEW THE PRODUCT APPROVAL LIMITATIONS,
 IF ENHANCED FASTENING IS ALLOWED. IF SO RAS 117
 CALCULATIONS ARE REQUIRED BY EITHER A FLORIDA ARCHITECT
 OR ENGINEER.
  
 13D) FOR ALL ROOF TOP EQUIPMENT, CURBS OR A/C STANDS,
 DETAILED ATTACHMENT TO THE ROOF DECK AS WELL AS FROM
 THE CURB OR ROOF STAND TO THE EQUIPMENT ABOVE. 2014
 FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL
 MEMBERS AND THEIR CONNECTIONS SHALL BE DETERMINED BY
 METHODS OF STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT
 EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC COMPATIBILITY
 AND BOTH SHORT- AND LONG-TERM MATERIAL PROPERTIES.
 EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE
 OVERTURNING EFFECTS CAUSED BY THE LATERAL FORCES
 SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR WIND
 LOADS?
  
  
 14) BUILDING PROVISO: 2010 FBC 107.3.4.1 PRODUCT
 APPROVALS. THOSE PRODUCTS WHICH ARE REGULATED BY THE
 DCA RULE 9N-03 SHALL BE REVIEWED AND APPROVED IN
 WRITING BY THE DESIGNER OF RECORD PRIOR TO SUBMITTAL
 FOR JURISDICTIONAL APPROVAL. FL 61G1-23.015 (2) THE
 ARCHITECT IS RESPONSIBLE FOR SUPERVISING AND REVIEWING
 ALL PROJECT DATA, REPORTS, SHOP DRAWINGS ETC..
  
 15) COMPLIED WIND DESIGN CRITERIA..
  
 16-20) COMPLIED.
  
 20A) PROVISO: PLEASE ALSO NOTE THE 3 RD. FLOOR IS TO BE
 DESIGNED FOR A FUTURE RESTAURANT, BE AWARE OF 1013.2
 WHERE FIXED SEATING MAY BE A HEIGHT FACTOR IN THE GUARD
 RAIL PER 2010 FBC-B 1013.2..
  
 21) COMMENT # 5( A-C). SHEET S1 AND S11.1 BOTH INDICATE
 THE USE OF AUGER CAST PILE, PLEASE PROVIDE WHAT AGENCY/
 INSPECTION SERVICE WILL BE RESPONSIBLE FOR THE
 OBSERVING & RECORD KEEPING OF THE AUGER CAST PILE AS
 WELL AS LOAD TESTING TO SECTION 2010 FBC-B
 1810.3.3.1.2.
  
 22A) SHEET M602 BUILDING PRESSURIZATION- CONTROL
 SEQUENCE. UNDER THE HEADING 2.2.2.(A) (3) INDICATE THE
 INSTALLATION OF FIRE SMOKE DAMPERS WHEREAS THE FLOOR
 PLANS ONLY SHOW A FIRE DAMPER AT THE CORRIDOR.
 GUESTROOM WALL? 107.2.1.3. DISCREPANCY IN PLANS.
  
 22B) SHEET M602 BUILDING PRESSURIZATION- CONTROL
 SEQUENCE. UNDER THE HEADING 2.2.2.(C) THE PLANS
 INDICATE ONLY PRESSURIZING FLOORS 4 THROUGH 10. PLEASE
 EXPLAIN WHY THE 2ND AND 3RD FLOORS ARE NOT BEING
 PRESSURIZED? 909.6 PRESSURIZATION METHOD. THE PRIMARY
 MECHANICAL MEANS OF CONTROLLING SMOKE SHALL BE BY
 PRESSURE DIFFERENCES ACROSS SMOKE BARRIERS. MAINTENANCE
 OF A TENABLE ENVIRONMENT IS NOT REQUIRED IN THE SMOKE
 CONTROL ZONE OF FIRE ORIGIN.
  
 22C) PLEASE PROVIDE COMPLIANCE WITH: FBC-B 909.4
 ANALYSIS. A RATIONAL ANALYSIS SUPPORTING THE TYPES OF
 SMOKE CONTROL SYSTEMS TO BE EMPLOYED, THEIR METHODS OF
 OPERATION, THE SYSTEMS SUPPORTING THEM AND THE METHODS
 OF CONSTRUCTION TO BE UTILIZED SHALL ACCOMPANY THE
 SUBMITTED CONSTRUCTION DOCUMENTS AND SHALL INCLUDE, BUT
 NOT BE LIMITED TO, THE ITEMS INDICATED IN SECTIONS
 909.4.1 THROUGH 909.4.6.
  
 23) 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.
  
 24) 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.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
 DEVELOPMENT 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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