Plan Review Notes
Plan Review Notes For Permit 16071135
Permit Number 16071135
Review Stop B
Sequence Number 1
Notes
Date Text
2016-08-11 07:01:52BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16071135
 ADD: 1897 PALM BEACH LAKES BLVD UNITS 118,119,120,
 121,122 & 123.
 CONT: HALLMARK & SONS INC.
 TEL: 561-644-3498
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE.
 ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND
 SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE
 FLORIDA BUILDING CODE, BUILDING.
  
 1ST REVIEW
 DATE: WED. AUGUST 10/ 2016
 ACTION: DENIED
  
 1) SHEET A1 & A2 SHOW THE RECONFIGURATION OF COMMERCIAL
 CONDOMINIUM UNITS. UNITY OF TITLE.
 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 TITLE' DOCUMENT SO THAT FBC TABLE 601 BOUNDARY LINE
 REQUIREMENTS MAY BE DEEMED NOT APPLICABLE.
 SEE WEBSITE FOR APPLICATION:
 HTTP://WWW.WPB.ORG/ENGINEERING/ENG_FORMS.PHP
 "APPLICATION FOR UNITY OF TITLE"
 HTTP://WWW.WPB.ORG/ENGINEERING/UPLOADS/2010-10-12-14-45
 -38-UNITYOFTITLE3.PDF
 VINCENT J NOEL
 SURVEYOR/REAL ESTATE SUPERVISOR
 ENGINEERING SERVICES DEPARTMENT
 401 CLEMATIS STREET
 WEST PALM BEACH, FL 33401
 PHONE: 494-1040 EXT: 1096
 FAX: 494-1116
 E-MAIL: [email protected]
 *********************************************
 MANUEL JULIAN GONZALEZ
 ENGINEERING PROJECT COORDINATOR
 ENGINEERING SERVICES DEPARTMENT
 401 CLEMATIS STREET, 4TH FLOOR
 WEST PALM BEACH, FL 33401
 (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402)
 MAIN PHONE: (561) 822-1200
 DIRECT: (561) 494-1085
 FAX: (561) 494-1116
 MOBILE: (561) 644-7301
 EMAIL: [email protected]
 WWW.WPB.ORG/ENGINEERING
  
 2) SHEET A1 UNDER THE HEADING CONSTRUCTION TYPE&
 OCCUPANCY. THE PLANS INDICATE THIS BUILDING TYPE AS A
 VB. A BUILDING TYPE VB NON-SPRINKLERED BUILDING ONLY
 ALLOWS 9,000 SQ. FT. EVEN IF FRONTAGE INCREASES WERE
 TAKEN THE OVERALL BUILDING FOOT PRINT CAN?T BE OVER
 15,750 SQUARE FEET. IS THERE A FIRE WALL WITHIN THE
 BUILDING OR IS THE BUILDING TYPE POSSIBLY A BUILDING
 TYPE IIIB? 2014 FBC-B TABLE 503.
  
 3) SHEET A1 UNDER THE HEADING CONSTRUCTION TYPE AND
 OCCUPANCY THE PLANS STATE THIS IS AN BUSINESS
 OCCUPANCY. PLEASE NOTE YOU HAVE 2 CONFERENCE ROOMS WITH
 1144 SQ. FT./ 15= 77 OCCUPANTS. PRIDE OFFICES IS 3970
 SQ. FT. 29% OF THE FLOOR AREA IS AN ASSEMBLY A3
 OCCUPANCY MAKING THIS TENANT SPACE A MIXED OCCUPANCY
 TENANCY. SEE FBC-B 508.2.1. PLEASE ALSO DECLARE IF THE
 MIXED USE OCCUPANCY WILL BE DESIGNED AS SEPARATED
 OCCUPANCIES (508.2.4) OR NONSEPARATED OCCUPANCIES
 (508.3).
  
 4) PLEASE NOTE WITH AN OCCUPANT LOAD GREATER THAN 30
 FOR BUSINESS & ASSEMBLY OCCUPANCIES IN A
 NON-SPRINKLERED BUILDING TABLE 1018.1 WILL REQUIRE 1
 HOUR FIRE RATED CORRIDORS, OPENING PROTECTIVES DOORS OF
 20 MINUTES AND IF SIDELIGHTS AND OR TRANSOMS ? HOUR SEE
 FOOTNOTE B. FOOTNOTE B. FOR TESTING REQUIREMENTS, SEE
 SECTION 716.5.3.
  
 4A) FBC-B 1018.6 CORRIDOR CONTINUITY.
 FIRE-RESISTANCE-RATED CORRIDORS SHALL BE CONTINUOUS
 FROM THE POINT OF ENTRY TO AN EXIT, AND SHALL NOT BE
 INTERRUPTED BY INTERVENING ROOMS. WHERE THE PATH OF
 EGRESS TRAVEL WITHIN A FIRE-RESISTANCE-RATED CORRIDOR
 TO THE EXIT INCLUDES TRAVEL ALONG UNENCLOSED EXIT
 ACCESS STAIRWAYS OR RAMPS, THE FIRE RESISTANCE-RATING
 SHALL BE CONTINUOUS FOR THE LENGTH OF THE STAIRWAY OR
 RAMP AND FOR THE LENGTH OF THE CONNECTING CORRIDOR ON
 THE ADJACENT FLOOR LEADING TO THE EXIT.
  
 4B) FBC-B 1018.1 CONSTRUCTION. CORRIDORS SHALL BE
 FIRE-RESISTANCE RATED IN ACCORDANCE WITH TABLE 1018.1.
 THE CORRIDOR WALLS REQUIRED TO BE FIRE-RESISTANCE RATED
 SHALL COMPLY WITH SECTION 708 FOR FIRE PARTITIONS.
 708.3 FIRE-RESISTANCE RATING. FIRE PARTITIONS SHALL
 HAVE A FIRE RESISTANCE RATING OF NOT LESS THAN 1 HOUR.
  
 4C) FBC-B 708.4 CONTINUITY. FIRE PARTITIONS SHALL
 EXTEND FROM THE TOP OF THE FOUNDATION OR FLOOR/CEILING
 ASSEMBLY BELOW TO THE UNDERSIDE OF THE FLOOR OR ROOF
 SHEATHING, SLAB OR DECK ABOVE OR TO THE
 FIRE-RESISTANCE-RATED FLOOR/CEILING OR ROOF/CEILING
 ASSEMBLY ABOVE, AND SHALL BE SECURELY ATTACHED THERETO.
  
 4D) FBC-B 717.5.4 FIRE PARTITIONS. DUCTS AND AIR
 TRANSFER OPENINGS THAT PENETRATE FIRE PARTITIONS SHALL
 BE PROTECTED WITH LISTED FIRE DAMPERS INSTALLED IN
 ACCORDANCE WITH THEIR LISTING.
  
 4E) FBC-B 717.4 ACCESS AND IDENTIFICATION.
 FIRE AND SMOKE DAMPERS SHALL BE PROVIDED WITH AN
 APPROVED MEANS OF ACCESS, WHICH IS LARGE ENOUGH TO
 PERMIT INSPECTION AND MAINTENANCE OF THE DAMPER AND ITS
 OPERATING PARTS. THE ACCESS SHALL NOT AFFECT THE
 INTEGRITY OF FIRE-RESISTANCE-RATED ASSEMBLIES. THE
 ACCESS OPENINGS SHALL NOT REDUCE THE FIRE-RESISTANCE
 RATING OF THE ASSEMBLY. ACCESS POINTS SHALL BE
 PERMANENTLY IDENTIFIED ON THE EXTERIOR BY A LABEL
 HAVING LETTERS NOT LESS THAN 1/2 INCH (12.7 MM) IN
 HEIGHT READING: FIRE/SMOKE DAMPER, SMOKE DAMPER OR FIRE
 DAMPER. ACCESS DOORS IN DUCTS SHALL BE TIGHT FITTING
 AND SUITABLE FOR THE REQUIRED DUCT CONSTRUCTION.
  
 4F) FBC-B 703.7 MARKING AND IDENTIFICATION.
 FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE
 BARRIERS AND SMOKE PARTITIONS OR ANY OTHER WALL
 REQUIRED TO HAVE PROTECTED OPENINGS OR PENETRATIONS
 SHALL BE EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH
 SIGNS OR STENCILING. SUCH IDENTIFICATION SHALL:
 4F) 1. BE LOCATED IN ACCESSIBLE CONCEALED FLOOR,
 FLOOR-CEILING OR ATTIC SPACES;
 4F) 2. BE LOCATED WITHIN 15 FEET (4572 MM ) OF THE END
 OF EACH WALL AND AT INTERVALS NOT EXCEEDING 30 FEET
 (9144 MM) MEASURED HORIZONTALLY ALONG THE WALL OR
 PARTITION; AND
 4F) 3. INCLUDE LETTERING NOT LESS THAN 3 INCHES (76 MM
 ) IN HEIGHT WITH A MINIMUM 3/8 INCH (9.5 MM) STROKE IN
 A CONTRASTING COLOR INCORPORATING THE SUGGESTED
 WORDING. ?FIRE AND/OR SMOKE BARRIER?PROTECT ALL
 OPENINGS? OR OTHER WORDING.
  
 5) BOTH THE P. B. C. PROPERTY APPRAISER OFFICE AND
 GOOGLE EARTH SHOW THIS TO BE A TWO STORY BUILDING.
 PLEASE PROVIDE HOW THE 2 HR. FIRE RESISTANCE RATING FOR
 FIRE BARRIERS WILL BE MAINTAINED PER TABLE FBC-B
 707.3.10. SHEET A2 SHOWS A FLOOR ASSEMBLY BUT NOT THE
 FIRE RATING OF THE FLOOR SYSTEM.
  
 6) SHEET A6 INDICATES A LIST OF RATED EITHER FLOOR OR
 WALL ASSEMBLIES, TYPE OF PENETRATION, DETAIL RATING IN
 HOURS AND UL ASSEMBLY NUMBER BUT THE DETAIL FROM UL AND
 ALL OF THE COMPONENTS MAKING UP THE ASSEMBLY ARE NOT
 SHOWN. THIS INFORMATION IS A MUST FOR CONTRACTOR DOING
 THE INSTALLATION AS WELL AS THE INSPECTOR IN THE FIELD.
 107.2.1.3 ADDITIONAL INFORMATION REQUIRED.
  
 7) SHEET A2 SHOWS TWO NEWLY DEFINED TENANT SPACES BUT
 THERE HAS BEEN NO IDENTIFICATION AS THE NEW TENANT
 ADDRESS FOR EACH SPACE. 107.2.1. CONSTRUCTION DOCUMENTS
 SHALL BE OF SUFFICIENT CLARITY TO INDICATE THE
 LOCATION, NATURE AND EXTENT OF THE WORK PROPOSED,
 PROVIDE THE TENANT ADDRESS FOR EACH SPACE.
  
 8) PLEASE SHOW ON BOTH A2 & A3 THE LIFE SAFETY PLAN THE
 REQUIREMENT FOR (2) ACCESSIBLE (LEVEL EGRESSES). 2014
 FBC-ACCESSIBILITY CODE SECTION 207.1 MEANS OF EGRESS
 SHALL COMPLY WITH SECTION 1003.2.13 OF THE
 INTERNATIONAL BUILDING CODE (2000 EDITION AND 2001
 SUPPLEMENT) OR SECTION 1007 OF THE INTERNATIONAL
 BUILDING CODE (2003 EDITION).
 2003 IBC-B 1007.1 WHERE MORE THAN ONE MEANS OF EGRESS
 IS REQUIRED BY SECTIONS 1014.1 OR 1018.1 FROM ANY
 ACCESSIBLE SPACE, EACH ACCESSIBLE PORTION OF THE SPACE
 SHALL BE SERVED BY NOT LESS THAN TWO MEANS OF EGRESS.
  
 9) SHEET A2 THE DOOR TO OFFICE 121 WILL NEED TO SHOW
 COMPLIANCE WITH 2014 FBC-ACCESS. CODE 202.4.2
 MANEUVERING CLEARANCES, MISSING THE 18 INCHES ON THE
 LATCH SIDE OF THE DOOR.
  
 10) THE NEW TENANT SPACE TO THE RIGHT SHOWS NEW DOUBLE
 EGRESS DOOR ON THE FRONT OF THE BUILDING. PLEASE
 PROVIDE THE WIND DESIGN CRITERIA FOR THIS OPENING.
 2014 FBC-B 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 STRUCTURE:
  
 10.1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND
 GUST), MILES PER HOUR (KM/HR) AND NOMINAL DESIGN WIND
 SPEED, VASD, AS DETERMINED IN ACCORDANCE WITH SECTION
 1609.3.1.
  
 10.2. RISK CATEGORY.
  
 10.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE
 THAN ONE WIND EXPOSURE IS UTILIZED.
  
 10.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT.
  
 10.5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR
 COMPONENT AND CLADDING MATERIALS NOT SPECIFICALLY
 DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL
 RESPONSIBLE FOR THE DESIGN OF THE STRUCTURE, PSF (KN/
 M2).
 TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT &
 EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE
 BUILDING.
 1609.3.1 WIND SPEED CONVERSION VULT TO VASD.
 11) THE SUBMITTED PRODUCT APPROVAL A MIAMI-DADE NOA
 1401022.06 ALDORA ALUMINUM & GLASS MCKINLEY OUTSWING
 DOOR IS NOT BEEN TESTED FOR LARGE MISSILE TESTING. THIS
 SYSTEM WILL REQUIRE STORM SHUTTERS.
 1609.1.2 PROTECTION OF OPENINGS. 1. GLAZED OPENINGS
 LOCATED WITHIN 30 FEET (9144 MM) OF GRADE SHALL MEET
 THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E
 1996.
  
 12) 2014 FBC-B 1609.1.2 PROTECTION OF OPENINGS,
 1609.6.4.4.1 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(E) SHUTTERS
  
 13) 2014 FBC-B 1609.1.2, 1715.8 & EXIST BUILD CODE
 606.4 PROCEDURES: A COMPLETE INSTALLATION SCHEDULE
 SUMMARIZING & IDENTIFYING OPENING SIZES, STORY HEIGHTS,
 UNIT MARK NUMBERS, UNIT SPANS/WIDTHS, UNIT STORM BAR
 REINFORCING REQUIREMENTS, WALL PRESSURE ZONES, SLAT
 TYPES, ETC.
  
 14) ADMINISTRATION 107.3.4 DESIGN PROFESSIONAL IN
 RESPONSIBLE CHARGE. THE REGISTERED DESIGN
 PROFESSIONAL IN RESPONSIBLE CHARGE SHALL BE RESPONSIBLE
 FOR REVIEWING AND COORDINATING SUBMITTAL DOCUMENTS
 PREPARED BY OTHERS, INCLUDING PHASED AND DEFERRED
 SUBMITTAL ITEMS, FOR COMPATIBILITY WITH THE DESIGN OF
 THE BUILDING. THOSE PRODUCTS WHICH ARE REGULATED BY DCA
 RULE 9N-3SHALL BE REVIEWED AND APPROVED IN WRITING BY
 THE DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR
 JURISDICTIONAL APPROVAL.
  
 15) SHEET A2 SHOWS A RECESSED FIRE EXTINGUISHER CABINET
 IN A 1 HOUR FIRE RATED WALL. THE PLANS CALL OUT A
 DETAIL 8/A7 PLEASE PROVIDE DETAIL WITH THE PROPOSED 1
 HOUR FIRE RATING.
  
 16) SHEET A2 SHOWS A FUTURE RECEPTION DESK AND BREAK
 AREA, THE PLANS DO NOT SHOW DETAILS OR ELEVATION IN
 COMPLIANCE WITH;
 16A)2014 FBC-ACCESS. CODE 904.3.3 CHECK WRITING
 SURFACES. WHERE PROVIDED, CHECK WRITING SURFACES SHALL
 COMPLY WITH 902.3. 904.4 SALES AND SERVICE COUNTERS.
 SALES COUNTERS AND SERVICE COUNTERS SHALL COMPLY WITH
 904.4.1 OR 904.4.2. THE ACCESSIBLE PORTION OF THE
 COUNTER TOP SHALL EXTEND THE SAME DEPTH AS THE SALES OR
 SERVICE COUNTER TOP.
  
 16B) 2014 FBC-ACCESS. CODE. BREAK AREA. 2014
 FBC-ACCESS. CODE 606.1-606.5.
  
 17) SHEET A4 THE TOP OF THE SHEET SHOWS AN ARRAY OF
 ITEMS PLACED ABOVE THE REACH RANGES AND OPERABLE PARTS.
 SEE ACCESS. CODE 308.2, 308.3 AND THE REQUIREMENTS FOR
 OPERABLE PARTS 309.1-309.4.
  
 18) SHEET A4 INDICATES THE USE OF A HIGH/ LOW DRINKING
 FOUNTAIN BUT IN THE DETAIL THE WORDS HANDICAPPED WATER
 COOLER IS USED. PLEASE NOTE WATER COOLERS CAN NOT BE
 SUBSTITUTED FOR THE REQUIRED HIGH/ LOW DRINKING
 FOUNTAINS. ACCESS. CODE 211.2 MINIMUM NUMBER. NO FEWER
 THAN TWO DRINKING FOUNTAINS SHALL BE PROVIDED. ONE
 DRINKING FOUNTAIN SHALL COMPLY WITH 602.1 THROUGH 602.6
 AND ONE DRINKING FOUNTAIN SHALL COMPLY WITH 602.7.
  
 19) WHEN RESUBMITTING PLANS PLEASE INDICATE THE
 REVISION & REMOVE ANY VOIDED SHEETS & 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.
  
 A THOROUGH REVIEW CANNOT BE MADE AT THIS TIME, AS A
 RESULT OF THE ADDITIONAL INFORMATION REQUESTED
 ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF
 THIS REVIEW.
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION
 DEVELOPMENT SERVICES DEPARTMENT
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  


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