Plan Review Notes
Plan Review Notes For Permit 16120880
Permit Number 16120880
Review Stop B
Sequence Number 1
Notes
Date Text
2017-01-20 15:40:59BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16120880
 ADD: 3200 N. CONGRESS / TENNIS CENTER BUILDING
 CONT: HEDRICK BROTHERS
 TEL: 561-308-2954
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 1ST REVIEW
 DATE: FRI. JAN. 20/ 2017
 ACTION: DENIED
  
 1) THIS SITE HAS BEEN OR IS THE PROCESS OF BEING
 REPLATED WITH NEW STREET NAMES; THE PERMIT APPLICATION
 USED THE STREET NAME OF N. CONGRESS WHEREAS SHEET
 A-1.101 SHOWS THE STREET DIRECTLY IN FRONT OF THE
 BUILDING NAMED RESORT COURT. . CITY MUNI CODE SEC.78-6
 (1-7). THE SUBMITTED ADDRESS WILL BE REASSIGNED BY
 CONTACT:
 MICHAEL ORIO GIS SUPPORT SPECIALIST/ INFORMATION
 TECHNOLOGY
 TEL: 561-494-1040
 E-MAIL: [email protected]
  
 2) THIS PROJECT QUALIFIES FOR ART IN PUBLIC PLACES. THE
 CITY OF WEST PALM BEACH ART IN PUBLIC PLACES ORDINANCE
 REQUIREMENT THAT APPLIES TO ANY REMODEL OR NEW
 CONSTRUCTION PROJECT FOR WHICH THE PERMIT APPLICATION
 WAS SUBMITTED AFTER 6/29/14, AND THE TOTAL PROJECT
 CONSTRUCTION COSTS ARE EQUAL TO OR GREATER THAN
 $750,000 WILL NEED TO COMPLY WITH THIS ORDINANCE.
 PER CITY OF WEST PALM BEACH ORDINANCE NO. 4504-14, AND
 CITY OF WEST PALM BEACH CODE OF ORDINANCES, ARTICLE V,
 ART IN PUBLIC PLACES, SECTION 78-123(A) AND SECTION
 78-126(A), THE ART ASSESSMENT IS 1% OF THE TOTAL
 PROJECT CONSTRUCTION COST.
 PER CITY OF WEST PALM BEACH CODE OF ORDINANCES, ARTICLE
 V, ART IN PUBLIC PLACES, SECTION 78-122, RENOVATION AND
 NEW CONSTRUCTION PROJECTS ARE ASSESSED CUMULATIVELY, SO
 THE ART ASSESSMENT WILL BE APPLICABLE TO ALL FUTURE
 PROJECTS.
 FOR CONTACT INFORMATION PLEASE CONTACT:
 MS. SYBILLE WELTER ART IN PUBLIC PLACES COORDINATOR
 822-1515 E-MAIL: [email protected]
  
 3) THIS PROJECT THE TENNIS CENTER BUILDING IS EVALUATED
 AT $783420.00 DOLLARS. UNDER THE MAIN BUILDING PERMIT
 THE VALUES FOR THE, GROUNDWATER-DEWATERING, EXCAVATING,
 DE-MUCKING AND BACKFILL FOR THE BUILDING, MECHANICAL,
 ELECTRICAL, PLUMBING & ROOFING SUB-PERMITS ARE
 INCLUDED. PLEASE NOTE THIS REVIEW IS FOR THE BUILDING
 ONLY, NOT FOR ANY SITE AMENITIES OR PARKING LOTS.
  
 ALL OTHER PERMITS FIRE SPRINKLER, FIRE ALARM, EXHAUST
 HOODS, ANSUL SYSTEMS OR ALTERNATIVE AUTOMATIC
 FIRE-EXTINGUISHING SYSTEMS , WALK IN COOLERS &
 FREEZERS, ALL LOW VOLTAGE PERMITS, GENERATORS & FUEL
 TANKS, GAS PERMIT, POOL, JACUZZI AND ASSOCIATED
 SUB-PERMITS, AWNING, CANOPY, FENCE, LANDSCAPE ,
 IRRIGATION, AUGER CAST PILE AND OR FOUNDATION OR
 STRUCTURE ONLY PERMIT WILL BE SEPARATE REVIEWS AND
 ASSOCIATED FEES WITH EACH PERMIT.
  
 PLEASE PROVIDE AN ITEMIZED LIST AND SUBTRACT THESE LINE
 ITEMS AND THEIR VALUE FROM THE OVERALL BUILDING VALUE
 STATED ON THE PERMIT APPLICATION FOR THIS PROJECT. THE
 REMAINING BALANCE WILL BE AFFECTIVELY THE VALUE OF THE
 BUILDING YOU WILL BE PAYING FOR THIS PERMIT. THE
 BUILDING DEPARTMENT DOES NOT WANT TO COLLECT TWICE FOR
 THE VALUE OF THESE SUB-PERMITS NOT COVERED UNDER THE
 PRIME OR MASTER PERMIT.
  
  
  
  
 4) ALL SHEETS SIGNED BY THE ARCHITECT DANIELE E. ADACHE
 THE DESIGNER HAS USED AN INK STAMP FOR THE REQUIRED
 WRITTEN SIGNATURE. FL ADMIN CODE 61G16.003 ARCHITECTS.
 PLANS ARE TO BE SIGNED WITH A FULL SIGNATURE FROM THE
 ARCHITECT OF RECORD PER 481.221 WITH A MINIMUM OF FIRST
 AND LAST NAME AS SHOWN ON THE ARCHITECTS' LICENSE, FAC
 61G1-16.003
  
 5) DISCREPANCY IN PLANS. SHEET 1-1.1.02 VERSES
 A-1.3.0.1. SHEET A-1.1.02 INDICATES THE FINISH FLOOR
 ELEVATION AS 18.00 FT. NGVD WHEREAS SHEET A-1.3.0.1 THE
 FINISH FLOOR HEIGHT IS EXPRESSED AS 22.00 FT. NAVD88.
 THE CITY OF WEST PALM BEACH IS STILL WORKING OFF OF THE
 FIRM MAPS DATED MARCH 1/ 1979. PLEASE UPDATE PLANS TO
 NGVD. 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED.
 DISCREPANCY IN PLANS.
  
 6) SHEET A-0.0.02 UNDER THE HEADING PROJECT COMPONENTS,
 THE REQUIRED PLUMBING FIXTURE COUNT THE OCCUPANCY TYPE
 IS LISTED AS AN A2 WHEREAS UNDER THE HEADING BUILDING
 CODE DATA THE OCCUPANCY TYPE IS LISTED AS AN A3
 EXERCISE ROOM. PLEASE REVISE THE DISCREPANCY IN THE
 PLANS. 107.2.1.3 ADDITIONAL INFORMATION REQUIRED.
  
 7) SHEET A-1.2.01 THE CARD ROOM 103 HAS 2 DIFFERENT
 OCCUPANT LOADS LISTED ON THIS SHEET. IN THE DRAWING THE
 ROOM 103 THE CARD ROOM SHOWS AN OCCUPANT LOAD OF 71
 WHEREAS THE OCCUPANT LOAD TABLE INDICATES THE OCCUPANT
 LOAD TAKEN AT 7 SQ. FT./ OCCUPANT WITH A LOAD OF 151.
 DISCREPANCY IN THE PLANS. . 107.2.1.3 ADDITIONAL
 INFORMATION REQUIRED. NOTE IF A ASSEMBLY OCCUPANCY IS
 TO BE USED FOR MANY VARIOUS ACTIVITIES THEN THE MOST
 RESTRICTIVE USE IS TO BE USED FOR THE EXITING
 REQUIREMENTS.
  
 8) IN THE ARCHITECTURAL SET OF PLANS THERE IS AN
 OVERALL MASTER SITE PLAN FOR THE DEVELOPMENT AND A SITE
 PLAN. THE CIVIL PLANS SHEET 4 OF 9 SHOWS THE LOCATION
 OF THE PROPOSED TENNIS PAVILION, BUT THERE IS NO SURVEY
 IN THIS REVIEW CYCLE GIVING THE LOCATION OF PROPERTY
 LINES AND THE DISTANCE FROM THE BUILDING TO SUCH
 PROPERTY LINES.
 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS.
 107.3.5.1 COMMERCIAL BUILDINGS:
 . 107.3.5.1.1 COMMERCIAL BUILDINGS: BUILDINGS-SURVEY.
 CANNOT VERIFY:
 2014 FBC-B TABLE 602 FIRE-RESISTANCE RATING
 REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE
 SEPARATION DISTANCE
 2014 FBC-B TABLE 705.8. MAXIMUM AREA OF EXTERIOR WALL
 OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE
 OF OPENING PROTECTION
  
 9) SHEET S-0.00 FOUNDATION NOTES 310000:
 9A) NOTES INDICATE THAT ALL SOILS BEARING ARE TO BE
 INSPECTED & APPROVED BY A GEOTECHNICAL ENGINEER. IN
 UNIVERSAL ENGINEERING GEOTECHNICAL ENGINEERING REPORT
 SUBMITTED THE SOILS ENGINEER FOUND IN (3) SOILS SAMPLES
 ORGANIC SOILS CONTENTS RANGING FROM 10.6 TO 67.6
 PERCENT AND FROM A DEPTH OF 6 FEET TO 12 FEET BELOW
 GRADE. WE HAVE NO DOCUMENTATION FROM THE CONTRACTOR OR
 SOILS ENGINEER THERE WILL BE A ONSITE
 SOILS ENGINEER DURING THE REMOVAL OF THE ORGANIC SOILS,
 AND REPLACED WITH A GOOD QUALITY FILL ACCORDING TO THE
 SPECIFICATIONS AND PROCEDURES OUTLINED IN THE SITE
 PREPARATION SECTION OF THE SUBMITTED SOILS REPORT.
 BASED ON THE SOILS ENGINEERS RECOMMENDATION FOR
 DEWATERING OF THE BUILDING SITE , OVER EXCAVATION,
 PLACEMENT OF FILL THERE SHALL BE QUALIFIED PERSONNEL
 AND EQUIPMENT TO MONITOR THE DEVELOPMENT OF THE SITE
 BUILDING PAD AS DESCRIBED IN SECTION 4.5 OF THIS
 REPORT. FBC-B 1803.4 QUALIFIED REPRESENTATIVE &
 1803.5.8 COMPACTED FILL MATERIALS.
  
 9B) THE SECOND ISSUE WITH THE PREPARING FOR DE-MUCKING
 IS A DE-WATERING PLAN. TO DATE NO PLAN/ REPORT HAS BEEN
 SUBMITTED PROVIDING A METHOD OF DEWATERING &
 CALCULATIONS FOR THE APPROPRIATE SYSTEM AND ARE THE
 SOLE RESPONSIBILITY OF THE CONTRACTOR. DEPENDING ON THE
 TIME OF YEAR THE WATER TABLE WOULD BE 2 FT. TO 4 FT.
 BELOW GRADE AND ORGANIC MATERIALS WERE FOUND IN BORING
 # 3 TO A DEPTH OF 12 FEET BELOW GRADE. THE SUBMITTED
 SOILS REPORT REQUEST THAT THE GROUND WATER SHOULD BE
 CONTROLLED TO A DEPTH OF AT LEAST 2 FEET BELOW THE
 BOTTOM OF THE EXCAVATION DURING THE ENTIRE DEMUCKING
 OPERATION. 1803.5.4 GROUND-WATER TABLE.
  
 10A) PLEASE REVIEW SHEETS A-1.2.01 VERSES SHEET S-2.01
 FOR ACCESSIBLE EXITS. SHEET S-2.01 SHOWS:
 EXIT # 1 TO BE -0FT. 4 INCHES BELOW FINISH FLOOR
 SIGNAGE REQUIRED, WHERE THE ACCESSIBLE EGRESS IS
 LOCATED.
 2014 FBC-ACCESSIBILITY CODE 216.3 DIRECTIONAL AND
 INFORMATION SIGNS AND 216.4 MEANS OF EGRESS.
 EXIT # 2 TO BE -0 FT. 03/4 INCH BELOW FINISH FLOOR
 COMPLY WITH ACCESS. CODE 303.2.
 EXIT # 3 TO BE HEIGHT UNKNOWN, NOT SHOWN ON PLANS.
 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED.
  
 10B) THE CARD ROOM # 103 HAS AN OCCUPANT LOAD > THAN 50
 REQUIRING (2) EXITS. PLEASE SHOW COMPLIANCE WITH 2014
 FBC-ACCESSIBILITY CODE 207.1 ACCESSIBLE MEANS OF EGRESS
 SHALL COMPLY WITH THE 2003 IBC SECTION 1007. 2003 IBC-B
 1007.1. WHERE 2 OR MORE MEANS OF EGRESS IS REQUIRED BY
 SECTION 1014.1 OR 1018.1 FROM ANY ACCESSIBLE PORTION OF
 THE SPACE SHALL BE SERVED BY NOT LESS THAN TWO
 ACCESSIBLE MEANS OF EGRESS.
 11A) BUILDING PROVISO: THE CONTRACTOR HEDRICK BROTHER
 HAS SUBMITTED A REQUEST FOR DEFERRED SUBMITTALS PER
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION 107.3.4.2 DEFERRED SUBMITTALS;
 1) WOOD TRUSSES- SHOP DRAWINGS AND ENGINEERING SHEETS
 OF TRUSSES
 2) ALUMINUM LOUVERS
 3) EXTERIOR WINDOWS AND DOORS
 4) ROOFING ASSEMBLIES
  
 11B) 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..
  
 12) SHEET A-3.01 IN BOTH THE MENS AND LADIES RESTROOMS
 IT APPEARS THERE IS LESS THAN 4 FOOT BETWEEN DOORS IN
 SERIES 2014 FBC-ACCESSIBILITY CODE 404.2.6.
  
 13) 2014 FBC-ENERGY CODE COMMERCIAL BUILDINGS C401.2
 BUILDINGS CAN COMPLY WITH ASHRAE 90.1-2010(2014) ENERGY
 CONSERVATION, ENERGY GAUGE SUMMIT V5.20 INPUT DATA
 REPORT, MATERIALS USED:
  
 13A) WALLS EXTERIOR, THE INPUT REPORT INDICATES ON
 EXTERIOR WALLS, 8 INCH CMU WITH ? INCH ISO BETWEEN @24
 INCHES O.C. AND ? INCH GYPSUM. THE PLANS DO NOT SHOW
 THE USE OF ? INCH ISO, (POLYISOCYANURATE INSULATION). .
 SEE SHEETS A-3.1.01 NOR A-3.1.02.
  
 13B) ROOFING INSULATION, THE INPUT REPORT INDICATES THE
 USE OF R-19 INSULATION IN THE ATTIC, NONE OF THE CUT
 SECTIONS OF THE PLANS SHOW COMPLIANCE. SEE SHEETS
 A-3.1.01 NOR A-3.1.02.
  
 13C) THE INPUT REPORT INDICATES A TOTAL OF 772.4 SQUARE
 FEET WHEN THE GLAZED AREAS ARE TOTALED. FROM THE
 ELEVATIONS THE TOTAL GLAZED OPENINGS (INCLUDING DOORS)
 IS 1141 (APPROXIMATELY) SQUARE FEET? WHY SUCH A
 DISCREPANCY? 107.2.1.3 ADDITIONAL INFORMATION IS
 REQUIRED.
  
 14) IMPACT FEES. 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.
  
 15) 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 BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION/ DEVELOPMENT SERVICES
 DEPARTMENT
 401 CLEMATIS ST.
 WEST PALM BEACH. FL 33402
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  


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