Plan Review Details - Permit 16120880
Plan Review Stops For Permit 16120880
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2018-02-22 Cont ID  
Sent By jwitmer Date 2018-02-22 Time 11:30 Rev Time 0.00
Received By jwitmer Date 2018-02-21 Time 11:01 Sent To  
Notes
2018-02-22 11:07:34BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16120880
 ADD: 1989 LACE LEAF COURT / TENNIS CENTER BUILDING
 CONT: MEP CONSTRUCTION GROUP
 TEL: 201-563-1098 STEPHEN KATZ
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION.
  
 4TH REVIEW
 DATE: THURS. FEB. 22/ 2018
 ACTION: BUILDING PROVISO
  
 1) BUILDING PROVISO: THE ORGANICS FOUND AT BORINGS B-1,
 THROUGH B-3 FROM 6 FEET TO 12 FEET BELOW GRADE AND IN
 STRUCTURAL AREAS SHOULD BE REMOVED AND REPLACED WITH
 GOOD QUALITY FILL ACCORDING TO THE SPECIFICATIONS AND
 PROCEDURES OUTLINED IN THE SITE PREPARATION SECTION OF
 THIS REPORT. THE REMOVAL OF ORGANIC SOILS FROM THE SITE
 SHOULD BE PERFORMED UNDER THE FULL-TIME OBSERVATION OF
 A SOILS ENGINEER REPRESENTATIVE TO DOCUMENT AND ENSURE
 THAT ORGANIC SOIL AND OTHER UNSUITABLE MATERIALS HAVE
 BEEN COMPLETELY REMOVED AND PROPERLY REPLACED WITH
 COMPACTED, SUITABLE STRUCTURAL FILL MATERIAL.
  
 2) BUILDING PROVISO, DEFERRED SUBMITAL: CONTRACTOR TO
 FURNISH THE DE-WATERING PLAN AND BE REVIEWED BY THE
 DESIGN PROFESSIONAL OF RECORD AND THEIR SHOP DRAWING
 STAMP OF APPROVAL ON THE DOCUMENT BEFORE BEING
 FORWARDED TO THE BUILDING DEPARTMENT. THE DE-MUCKING
 AND DE-WATERING PLAN/ REPORT WILL NEED TO BE 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.
  
 3) BUILDING PROVISO DEFERED SUBMITTAL: THE CONTRACTOR
 MEP CONSTRUCTION GROUP 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
 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..
 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]
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2017-06-07 Cont ID  
Sent By jwitmer Date 2017-06-07 Time 13:15 Rev Time 0.00
Received By jwitmer Date 2017-06-07 Time 09:01 Sent To  
Notes
2017-06-07 12:31:14BUILDING 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
  
 3RD REVIEW
 DATE: WED. JUNE 07/ 2017
 ACTION: DENIED
  
 1) 3RD REQUEST. SEMI-COMPLIED. PLEASE NOTE THE PERMIT
 APPLICATION STILL INDICATES 3200 N. CONGRESS. IT IS THE
 CONTRACTORS RESPONSIBILITY TO UPDATE THE ADDRESS ON THE
 PERMIT APPLICATION. PLEASE ALSO NOTE THE PERMIT SET OF
 PLANS NOW INDICATE THE ADDRESS OF 1998 LACELEAF COURT.
 THIS APPEARS TO BE A TYPO, IN CONTACTING MR. ORIO, HE
 CONFIRMED THE ADDRESS SHOULD READ 1989 LACELEAF 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) BUILDING PROVISO: THIS PROJECT QUALIFIES FOR ART IN
 PUBLIC PLACES.
 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) 3RD REQUEST. THIS IS A CONTRACTOR ISSUE TO RIGHT
 BACK A WRITTEN RESPONSE!!!! THE RESPONSE LETTER WILL
 STAND IF NO WRITTEN RESPONSE FROM HEDRICK BROTHERS IN
 THE NEXT SET OF COMMENTS.
  
 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) SEMI-COMPLIED. THIS REVIEW THE PLANS ARE SIGNED AND
 SEALED BUT IN THIS GENERATION OF PLANS THE PLANS DO NOT
 PROVIDE NAME OF THE LICENSE HOLDER. 61G1-16.004 TITLE
 BLOCK. ARCHITECT. (6) THE PRINTED NAME AND THE
 LICENSE/REGISTRATION NUMBER OF THE PERSON SEALING THE
 DOCUMENT.
  
 5-7) COMPLIED.
  
 8) 3RD REQUEST. RESPONSE INDICATES THE SURVEY IS TO BE
 SUBMITTED UNDER SEPARATE COVER. PLEASE REFER TO;
 4X FEE NOTICE!!!!! FLORIDA STATUTE 553.80(2)(B) WITH
 RESPECT TO EVALUATION OF DESIGN PROFESSIONALS?
 DOCUMENTS, IF A LOCAL GOVERNMENT FINDS IT NECESSARY, IN
 ORDER TO ENFORCE COMPLIANCE WITH THE FLORIDA BUILDING
 CODE AND ISSUE A PERMIT, TO REJECT DESIGN DOCUMENTS
 REQUIRED BY THE CODE THREE OR MORE TIMES FOR FAILURE TO
 CORRECT A CODE VIOLATION SPECIFICALLY AND CONTINUOUSLY
 NOTED IN EACH REJECTION, INCLUDING, BUT NOT LIMITED TO,
 EGRESS, FIRE PROTECTION, STRUCTURAL STABILITY, ENERGY,
 ACCESSIBILITY, LIGHTING, VENTILATION, ELECTRICAL,
 MECHANICAL, PLUMBING, AND GAS SYSTEMS, OR OTHER
 REQUIREMENTS IDENTIFIED BY RULE OF THE FLORIDA BUILDING
 COMMISSION ADOPTED PURSUANT TO CHAPTER 120, THE LOCAL
 GOVERNMENT SHALL IMPOSE, EACH TIME AFTER THE THIRD SUCH
 REVIEW THE PLANS ARE REJECTED FOR THAT CODE VIOLATION,
 A FEE OF FOUR TIMES THE AMOUNT OF THE PROPORTION OF THE
 PERMIT FEE ATTRIBUTED TO PLANS REVIEW.
  
 1ST ROUND OF COMMENTS. 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) 3RD REQUEST. THIS COMMENT IS A CONTRACTOR
 RESPONSIBILITY!!!RESPONSE INDICATES THAT THE REVISED
 GEOTECHNICAL REPORT THAT ADDRESSES THE EXTENT OF THE
 ONSITE SOILS ENGINEER TO BE SUBMITTED UNDER SEPARATE
 COVER IN RESPONSE TO THIS COMMENT.
 4X FEE NOTICE!!!!! FLORIDA STATUTE 553.80(2)(B) WITH
 RESPECT TO EVALUATION OF DESIGN PROFESSIONALS?
 DOCUMENTS, IF A LOCAL GOVERNMENT FINDS IT NECESSARY, IN
 ORDER TO ENFORCE COMPLIANCE WITH THE FLORIDA BUILDING
 CODE AND ISSUE A PERMIT, TO REJECT DESIGN DOCUMENTS
 REQUIRED BY THE CODE THREE OR MORE TIMES FOR FAILURE TO
 CORRECT A CODE VIOLATION SPECIFICALLY AND CONTINUOUSLY
 NOTED IN EACH REJECTION, INCLUDING, BUT NOT LIMITED TO,
 EGRESS, FIRE PROTECTION, STRUCTURAL STABILITY, ENERGY,
 ACCESSIBILITY, LIGHTING, VENTILATION, ELECTRICAL,
 MECHANICAL, PLUMBING, AND GAS SYSTEMS, OR OTHER
 REQUIREMENTS IDENTIFIED BY RULE OF THE FLORIDA BUILDING
 COMMISSION ADOPTED PURSUANT TO CHAPTER 120, THE LOCAL
 GOVERNMENT SHALL IMPOSE, EACH TIME AFTER THE THIRD SUCH
 REVIEW THE PLANS ARE REJECTED FOR THAT CODE VIOLATION,
 A FEE OF FOUR TIMES THE AMOUNT OF THE PROPORTION OF THE
 PERMIT FEE ATTRIBUTED TO PLANS REVIEW.
  
 1ST ROUND OF COMMENTS. 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 AN 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) BUILDING PROVISO, DEFERRED SUBMITAL: CONTRACTOR TO
 FURNISH THE DE-WATERING PLAN AND BE REVIEWED BY THE
 DESIGN PROFESSIONAL OF RECORD AND THEIR SHOP DRAWING
 STAMP OF APPROVAL ON THE DOCUMENT BEFORE BEING
 FORWARDED TO THE BUILDING DEPARTMENT.
 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.
  
 10) COMPLIED.
  
 11) BUILDING PROVISO DEFERED SUBMITTAL: 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
 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)COMPLIED. SHEET A-3. 2014 FBC-ACCESSIBILITY CODE
 404.2.6.
  
 13)COMPLIED. 2014 FBC-ENERGY CODE COMMERCIAL BUILDINGS
  
 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]
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2017-04-11 Cont ID  
Sent By jwitmer Date 2017-04-11 Time 11:28 Rev Time 0.00
Received By jwitmer Date 2017-04-10 Time 15:39 Sent To  
Notes
2017-04-11 11:28:28BUILDING 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
  
 2ND REVIEW
 DATE: TUES. APRIL 11/ 2017
 ACTION: DENIED
  
 1) 2ND REQUEST. A TRUE SITE ADDRESS WILL BE REQUIRED
 BEFORE THE PERMIT CAN BE ISSUED. 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) BUILDING PROVISO: 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) 2ND REQUEST. 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) SEMI-COMPLIED. ONE SET OF PLANS IS SIGNED AND
 SEALED. THE 2ND SET OF PLANS ARE SIGNED BUT THE SEAL ON
 THE PLANS IS NOT EMBOSSED ENOUGH TO BE LEGIBLE. THE
 SEAL IS NOT A COLORED SEAL.
 1ST ROUND OF COMMENTS. 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) 2ND REQUEST. PLANS THAT STILL SHOW THE FINISH FLOOR
 IN NAVD:
 A-0.0.02 UNDER THE HEADING PROJECT COMPONENTS/ BUILD.
 HEIGHT,
 A-1.3.01 IS GIVEN BOTH NGVD AND NAVD. THE FLOOR PLAN IS
 NGVD, THE HEADING BUILDING HEIGHT IN NAVD
 1ST ROUND OF COMMENTS. 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.
  
 6-7) COMPLIED.
  
 8) 2ND REQUEST. RESPONSE INDICATES THE SURVEY IS TO BE
 SUBMITTED UNDER SEPARATE COVER. PLEASE REFER TO;
 4X FEE NOTICE!!!!! FLORIDA STATUTE 553.80(2)(B) WITH
 RESPECT TO EVALUATION OF DESIGN PROFESSIONALS?
 DOCUMENTS, IF A LOCAL GOVERNMENT FINDS IT NECESSARY, IN
 ORDER TO ENFORCE COMPLIANCE WITH THE FLORIDA BUILDING
 CODE AND ISSUE A PERMIT, TO REJECT DESIGN DOCUMENTS
 REQUIRED BY THE CODE THREE OR MORE TIMES FOR FAILURE TO
 CORRECT A CODE VIOLATION SPECIFICALLY AND CONTINUOUSLY
 NOTED IN EACH REJECTION, INCLUDING, BUT NOT LIMITED TO,
 EGRESS, FIRE PROTECTION, STRUCTURAL STABILITY, ENERGY,
 ACCESSIBILITY, LIGHTING, VENTILATION, ELECTRICAL,
 MECHANICAL, PLUMBING, AND GAS SYSTEMS, OR OTHER
 REQUIREMENTS IDENTIFIED BY RULE OF THE FLORIDA BUILDING
 COMMISSION ADOPTED PURSUANT TO CHAPTER 120, THE LOCAL
 GOVERNMENT SHALL IMPOSE, EACH TIME AFTER THE THIRD SUCH
 REVIEW THE PLANS ARE REJECTED FOR THAT CODE VIOLATION,
 A FEE OF FOUR TIMES THE AMOUNT OF THE PROPORTION OF THE
 PERMIT FEE ATTRIBUTED TO PLANS REVIEW.
  
 1ST ROUND OF COMMENTS. 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) 2ND REQUEST. RESPONSE INDICATES THAT THE REVISED
 GEOTECHNICAL REPORT THAT ADDRESSES THE EXTENT OF THE
 ONSITE SOILS ENGINEER TO BE SUBMITTED UNDER SEPARATE
 COVER IN RESPONSE TO THIS COMMENT.
 4X FEE NOTICE!!!!! FLORIDA STATUTE 553.80(2)(B) WITH
 RESPECT TO EVALUATION OF DESIGN PROFESSIONALS?
 DOCUMENTS, IF A LOCAL GOVERNMENT FINDS IT NECESSARY, IN
 ORDER TO ENFORCE COMPLIANCE WITH THE FLORIDA BUILDING
 CODE AND ISSUE A PERMIT, TO REJECT DESIGN DOCUMENTS
 REQUIRED BY THE CODE THREE OR MORE TIMES FOR FAILURE TO
 CORRECT A CODE VIOLATION SPECIFICALLY AND CONTINUOUSLY
 NOTED IN EACH REJECTION, INCLUDING, BUT NOT LIMITED TO,
 EGRESS, FIRE PROTECTION, STRUCTURAL STABILITY, ENERGY,
 ACCESSIBILITY, LIGHTING, VENTILATION, ELECTRICAL,
 MECHANICAL, PLUMBING, AND GAS SYSTEMS, OR OTHER
 REQUIREMENTS IDENTIFIED BY RULE OF THE FLORIDA BUILDING
 COMMISSION ADOPTED PURSUANT TO CHAPTER 120, THE LOCAL
 GOVERNMENT SHALL IMPOSE, EACH TIME AFTER THE THIRD SUCH
 REVIEW THE PLANS ARE REJECTED FOR THAT CODE VIOLATION,
 A FEE OF FOUR TIMES THE AMOUNT OF THE PROPORTION OF THE
 PERMIT FEE ATTRIBUTED TO PLANS REVIEW.
  
 1ST ROUND OF COMMENTS. 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) BUILDING PROVISO, DEFERRED SUBMITAL: CONTRACTOR TO
 FURNISH THE DE-WATERING PLAN AND BE REVIEWED BY THE
 DESIGN PROFESSIONAL OF RECORD AND THEIR SHOP DRAWING
 STAMP OF APPROVAL ON THE DOCUMENT BEFORE BEING
 FORWARDED TO THE BUILDING DEPARTMENT.
 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) SEMI-COMPLIED. 2ND REQUEST. SHEETS A-1.2.01 VERSES
 SHEET S-2.01. THE RESPONSE INDICATES THE INTENT OF THE
 PLANS BUT THE RESPONSE DOES NOT GO OUT TO BE PART OF
 THE PERMITTED SET OF DOCUMENTS. PLEASE SHOW THE FINISH
 GRADE AND ROUGH GRADE AT ALL OF THE EGRESS DOORS. THE
 RESPONSE INDICATES THERE IS TO BE SAND SET PAVER AT
 DOOR EXITS 1 & 2 WITH THE DECK TERMINATING ? INCH BELOW
 FINISH FLOOR. THIS IS NEW WORK AND MUST MEET THE
 REQUIREMENTS OF 303.2 AND 303.3 OF THE 2014 FBC-ACCESS.
 CODE. SHEET A-6.2.01 THE DOOR SCHEDULE FOR THE 3 EGRESS
 DOORS ( 100, 102 & 105) ALL HAVE HARDWARE TYPE # 1. NO
 DOOR THRESHOLD IS SPECIFIED, PLANS INDICATE THE BALANCE
 OF HARDWARE BY DOOR MANUFACTURER, THE DOOR HARDWARE
 WOULD NOT BE IDENTIFIED UNTIL THE DOOR PRODUCT APPROVAL
 WAS SUBMITTED AND THE CONTRACTOR WILL NEED TO IDENTIFY
 THE THRESHOLD FOR ACCESSIBILITY REQUIREMENT 404.2.5
 2014 FBC-ACCESSIBILITY CODE.
 1ST ROUND OF COMMENTS. 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) SEE COMMENT ABOVE. 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.
  
 11) BUILDING PROVISO DEFERED SUBMITTAL: 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
 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)COMPLIED. SHEET A-3. 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) 2ND REQUEST. WALLS EXTERIOR, THE INPUT REPORT
 INDICATES ON EXTERIOR WALLS, 8 INCH CMU WITH 3/4 INCH
 ISO (ISO, (POLYISOCYANURATE INSULATION) BETWEEN @24
 INCHES O.C. AND 1/2 INCH GYPSUM. THE PLANS SHEETS
 A-3.1.01 & A-3.1.02. NOW SHOW 1.5 INCH R-6.5 BATT
 INSULATION AS MANUFACTURED BY OWENS CORNING OR APPROVED
 EQUAL. THIS IS A DISCREPANCY IN PLANS 107.2.1.3. 2014
 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION 107.2.1.3: W.P.B.
 ADMINISTRATIVE CODE/2014 DRAWINGS & SPECIFICATIONS
 SHALL CONTAIN INFORMATION, SUCH INFORMATION SHALL BE
 SPECIFIC TO THE TECHNICAL CODES "SHALL NOT BE CITED AS
 A WHOLE OR IN PART, NOR THE TERM "LEGAL" OR ITS
 EQUIVALENT BE USED AS A SUBSTITUTE FOR SPECIFIC
 INFORMATION".
  
 13B) COMPLIED. ROOFING INSULATION.
  
 13C)2ND REQUEST. IN THE INPUT DATA REPORT FOR EACH
 ELEVATION THERE ARE DISCREPANCIES IN THE AMOUNT OF
 WINDOWS, THE SIZE OF THE OPENINGS FOR EACH ELEVATION.
 ONE SET OF PLANS MARKED UP.
 1ST RESPONSE. 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]
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2017-01-20 Cont ID  
Sent By jwitmer Date 2017-01-20 Time 15:41 Rev Time 0.00
Received By jwitmer Date 2017-01-18 Time 13:58 Sent To  
Notes
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]
  
  
Review Stop E ELECTRICAL
Rev No 4 Status P Date 2018-02-16 Cont ID  
Sent By jleahy Date 2018-02-16 Time 13:26 Rev Time 0.00
Received By jleahy Date 2018-02-16 Time 13:26 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2017-06-09 Cont ID  
Sent By jleahy Date 2017-06-09 Time 15:01 Rev Time 0.00
Received By jleahy Date 2017-06-09 Time 15:01 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2017-03-27 Cont ID  
Sent By vperez Date 2017-03-27 Time 13:45 Rev Time 0.00
Received By vperez Date 2017-03-27 Time 13:45 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2017-01-12 Cont ID  
Sent By vperez Date 2017-01-12 Time 08:46 Rev Time 0.00
Received By vperez Date 2017-01-12 Time 08:46 Sent To  
Notes
2017-01-12 09:03:11APPLICABLE CODES IN EFFECT:
 FLORIDA BUILDING CODE 2014 5TH EDITION
 FLORIDA BUILDING CODE ENERGY CONSERVATION 2014 5TH
 EDITION
 NFPA 70- 2011
 COMMENTS:
  
 1. GENERAL NOTES TO CONSTRUCTION DOCUMENTS: PLEASE
 PROVIDE A BLOCK NOTE INDICATING THE REQUIRED SEPARATE
 PERMITS AND DATA CUT SHEET SUBMITTALS FOR ALL SITE
 LIGHTING AND ASSOCIATED EQUIPMENT, ALL LOW VOLTAGE
 SYSTEMS TO INCLUDE BUT NOT LIMITED TO ACCESS CONTROLS,
 CCTV, PHONE AND DATA, WIRELESS SYSTEMS, ETC. A NOTE
 WILL SUFFICE.
 2. SHEET E1.1.0.1- PLEASE ADD A GENERAL NOTE TO SHEET
 TO INDICATE THE REQUIREMENTS OF NEC 300.5D3 AND TABLE
 300.5 FOR MINIMUM COVER REQUIREMENTS FOR CONDUITS AND
 THE PLACEMENT OF A WARNING RIBBON FOR THE SERVICE
 LATERAL CONDUCTORS SHOWN FOR THIS PROJECT. A NOTE WILL
 SUFFICE
 3. SHEET E1.1.0.1- ADD A NOTE TO MAINTAIN ALL
 ELECTRICAL EQUIPMENT ABOVE THE BASELINE FLOOD ELEVATION
 PER STATE AND CITY REGULATORY AGENCIES.
 4. ADDRESS FIRE COMMENTS RELATED TO ELECTRICAL.
 5. PLEASE PROVIDE AVAILABLE FAULT CURRENT AVAILABLE AT
 THE FPL SERVICE. ATTACH TO DOCUMENTS LETTER FROM
 FLORIDA POWER & LIGHT INDICATING AIC. SHOW AIC
 CALCULATION BASED ON INFORMATION PROVIDED BY UTILITY
 FOR APPROVAL. NEC 110.24 FBC 107
 6. SHOW AT THE SERVICE GROUNDING ELECTRODE CONDUCTOR A
 INTERSYSTEM BONDING TERMINAL PER NEC 250.94
 7. PROVIDE GENERAL NOTES TO ELECTRICAL RISER DIAGRAM TO
 INDICATE NEC 110.16. ARC FLASH WARNING SIGNS AND NEC
 110.24- AVAILABLE FAULT CURRENT- FIELD MARKINGS; SEE
 VERBIAGE IN CODE.
 8. PROVIDE A SHOW COMPLIANCE WITH FBC EC 405.7.3,
 405.7.4 SEE VERBIAGE IN THE CODE REGARDING VOLTAGE DROP
 AND COMPLETIONS DOCUMENTS.
 9. PLEASE SHOW TO COMPLY WITH THE FBC ENERGY
 CONSERVATION THE MEANS FOR AUTOMATIC LIGHTING CONTROLS
 AND LIGHTING DENSITIES ALLOWANCES PER SECTION C405,
 C405.2.
 10. COMMENTS MAY FOLLOW UPON RE-REVIEW. PLEASE FEEL
 FREE TO CONTACT ME SHOULD YOU HAVE ANY QUESTIONS
 REGARDING THIS PROJECT.
  
  
 VALENTINO PEREZ
 ELECTRICAL PLANS EXAMINER II
 561-805-6717
 [email protected]
  
  
  
  
  
  
Review Stop ENG ENGINEERING CSD
Rev No 1 Status N Date 2017-02-24 Cont ID  
Sent By skennedy Date 2017-02-24 Time 16:53 Rev Time 0.00
Received By skennedy Date 2017-02-24 Time 16:53 Sent To  
Notes
2017-02-24 16:53:13PER MGONZALEZ EMAIL OF 2/24/17, ENGINEERING REVIEW WILL
 OCURR WITH THE FORMAL CIVIL SUBMITTAL ONLY.
Review Stop FIRE FIRE DEPARTMENT
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Notes
***NONE***
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Notes
***NONE***
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Rev No 2 Status P Date 2017-03-29 Cont ID  
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Notes
***NONE***
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Rev No 1 Status F Date 2017-01-09 Cont ID  
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Notes
2017-01-09 08:35:45THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
  
 1) SHEET A 0.0.02 - THE IS AN INCORRECT REFERENCE TO
 THE FIRE CODE; THE BROWARD COUNT ADMENDMENTS IS NOT
 APPLICABLE WITHIN THEI JURISDICTION.
  
 PLEASE REMOVE THE REFERENCE AND ENSURE NO CONFLICTS.
  
  
  
 2) SHEET A 1.2.01 - THE LIFE SAFETY NOTES INDICATE
 REFERENCES TOA FIRE SPRINKLER AND FIRE ALARM. THESE
 NOTES ARE CONFUSING AS TO THEM BEING INSTALLED OR NOT.
  
 PLEASE CLARIFY AND REMOVE ANY REFERENCES IF NOT
 PROPOSED.
  
  
  
 3) SHEET 1.2.01 & 2.1.02 - THERE ARE INDICATIONS OF AN
 EXIT, # 2, LEADING TO THE TERRACE; HOWEVER, THE TERRACE
 INDICATES RALINGS WITH NO EXIT VOID OR GATE.
  
 NFPA 101 CHAPTER 7, MEANS OF EGRESS
  
 7.7 DISCHARGE FROM EXITS.
 7.7.1* EXIT TERMINATION. EXITS SHALL TERMINATE
 DIRECTLY, AT A PUBLIC WAY OR AT AN EXTERIOR EXIT
 DISCHARGE, UNLESS OTHERWISE PROVIDED IN 7.7.1.2 THROUGH
 7.7.1.4.
  
 PLEASE CLARIFY AND CORRECT.
  
  
  
 4) SHEET 1.2.01 & 2.1.02 - THE ARE TWO EXITS INDICATED
 FROM THE ASSEMBLY ROOM WITH A SEPARATION OF 17.5 FT.
 THE EXITS ARE REQUIRED TO BE SEPARATED BY A MINIMUM OF
 HALF THE AREA DIMENSION.
  
  
 7.5.1.3.1 WHERE MORE THAN ONE EXIT, EXIT ACCESS, OR
 EXIT DISCHARGE IS REQUIRED FROM A BUILDING OR PORTION
 THEREOF, SUCH EXITS, EXIT ACCESSES, OR EXIT DISCHARGES
 SHALL BE REMOTELY LOCATED FROM EACH OTHER AND BE
 ARRANGED TO MINIMIZE THE POSSIBILITY THAT MORE THAN ONE
 HAS THE POTENTIAL TO BE BLOCKED BY ANY ONE FIRE OR
 OTHER EMERGENCY CONDITION.
  
 7.5.1.3.2* WHERE TWO EXITS, EXIT ACCESSES, OR EXIT
 DISCHARGES ARE REQUIRED, THEY SHALL BE LOCATED AT A
 DISTANCE FROM ONE ANOTHER NOT LESS THAN ONE-HALF THE
 LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE
 BUILDING OR AREA TO BE SERVED, MEASURED IN A STRAIGHT
 LINE BETWEEN THE NEAREST EDGE OF THE EXITS, EXIT
 ACCESSES, OR EXIT DISCHARGES, UNLESS OTHERWISE PROVIDED
 IN 7.5.1.3.3 THROUGH 7.5.1.3.5.
  
  
 PLEASE REVIEW, CLARIFY AND/OR CORRECT.
  
  
  
 5) SHEET A 2.1.02 - THERE ARE INDICATIONS OF LIGHT
 WIEGHT TRUSS DESIGN.
  
 PER FLORIDA 69A-60.0081; NOTICE SIGNAGE IS REQUIRED FOR
 STRUCTURES WITH LIGHT-FRAME TRUSS-TYPE CONSTRUCTION.
 ANY COMMERCIAL, INDUSTRIAL, OR ANY MULTIUNIT
 RESIDENTIAL STRUCTURE OF THREE UNITS OR MORE WHICH USES
 HORIZONTAL OR VERTICAL LIGHT-FRAME TRUSS-TYPE
 CONSTRUCTION IN ANY PORTION SHALL BE MARKED WITH A
 MALTESE CROSS SIGN MEASURING 8 INCHES HORIZONTALLY AND
 8 INCHES VERTICALLY, OF A BRIGHT RED REFLECTIVE COLOR.
 THE APPROVED SYMBOL SHALL BE PLACED WITHIN 24 INCHES TO
 THE LEFT OF THE MAIN ENTRY DOOR.
 1. STRUCTURES WITH LIGHT-FRAME TRUSS ROOFS SHALL BE
 MARKED WITH THE LETTER "R".
 2. STRUCTURES WITH LIGHT-FRAME TRUSS FLOOR SYSTEMS
 SHALL BE MARKED WITH THE LETTER "F".
 3. STRUCTURES WITH LIGHT-FRAME TRUSS FLOOR AND ROOF
 SYSTEMS SHALL BE MARKED WITH THE LETTERS "R/F".
  
 PLEASE PROVIDE A NOTE FOR THE APPLICABLE SIGNAGE AT THE
 FRONT ENTRANCE.
  
  
  
 6) SHEET 6.2.01 - THERE IS A LABEL INDICATION WITHIN
 THE DOOR SCHEDULE OF A C45; HOWEVER, THERE IS NO
 CALL-OUT INDICATING/IDENTIFYING WHAT IT IS.
  
 PLEASE INDICATE WHAT C45 IS?
  
  
  
 7) SHEET A 6.2.01 - IN THE DOOR SCHEDULE FOR DOOR 104,
 THAT SERVES ROOM 151, THERE IS NO EXIT DEVICE IN THE
 COMMENT SECTION.
  
 PLEASE CORRECT.
  
  
  
 8) SHEET A 6.2.01 - THE IS A NOTE ON ALL THE EXIT DOORS
 OF A "CYLINDER KEY SYSTEM". PER NFPA 101, CHAPTER 7,
 MEANS OF EGRESS
  
 7.2.1.5.3 LOCKS, IF PROVIDED, SHALL NOT REQUIRE THE USE
 OF A KEY, A TOOL, OR SPECIAL KNOWLEDGE OR EFFORT FOR
 OPERATION FROM THE EGRESS SIDE. INDICATE IF THE DOORS
 WILL BE EQUIPPED WITH ANY LOCK/LATCH. IF THE DOORS WILL
 BE EQUIPPED WITH A LOCK/LATCH, INDICATE HOW THE
 LOCK/LATCH WILL BE RELEASED FROM THE EGRESS SIDE OF THE
 DOOR.
  
 7.2.1.5.10* A LATCH OR OTHER FASTENING DEVICE ON A DOOR
 LEAF SHALL BE PROVIDED WITH A RELEASING DEVICE THAT HAS
 AN OBVIOUS METHOD OF OPERATION AND THAT IS READILY
 OPERATED UNDER ALL LIGHTING CONDITIONS.
 7.2.1.5.10.1 THE RELEASING MECHANISM FOR ANY LATCH
 SHALL BE LOCATED AS FOLLOWS:
 (1) NOT LESS THAN 34 IN. (865 MM) ABOVE THE FINISHED
 FLOOR FOR OTHER THAN EXISTING INSTALLATIONS
 (2) NOT MORE THAN 48 IN. (1220 MM) ABOVE THE FINISHED
 FLOOR 7.2.1.5.10.2 THE RELEASING MECHANISM SHALL OPEN
 THE DOOR LEAF WITH NOT MORE THAN ONE RELEASING
 OPERATION, UNLESS OTHERWISE SPECIFIED IN
 7.2.1.5.10.3, 7.2.1.5.10.4, OR 7.2.1.5.10.6.
  
  
 FOR ASSEMBLY AND EDUCATIONAL OCCUPANCIES WITH AN
 OCCUPANT LOAD OF 100 OR MORE PERSONS (50 PERSONS PER
 THE FLORIDA BUILDING CODE), PANIC HARDWARE SHALL BE
 PROVIDED ON DOORS TO RELEASE THE LOCK/LATCH. NO OTHER
 LOCKS OR LATCHES ARE PERMITTED THAT WOULD NOT BE
 RELEASED BY THE PANIC HARDWARE. AS A SUBSTITUTE FOR
 PANIC HARDWARE, THE MAIN ENTRANCE IS PERMITTED TO HAVE
 AN INTERIOR KEYED DOOR LOCK (AND NO LATCH) WITH A
 READILY VISIBLE SIGN STATING THIS DOOR TO REMAIN
 UNLOCKED WHEN THE BUILDING IS OCCUPIED. SIGN LETTERS
 SHALL BE AT LEAST 1 INCH IN HEIGHT. KEYED LOCK TO BE
 EQUIPPED WITH AN ?OPEN/LOCKED? INDICATOR WINDOW (SUCH
 AS ADAMS RITE 4089 OR SIMILAR). A THUMB TURN STYLE LOCK
 IS NOT PERMITTED TO BE SUBSTITUTED FOR A KEYED LOCK.
  
 PLEASE ENSURE THAT EACH LOCKING DEVICE/SYSTEM COMPLIES
 WITH THE ABOVE REQUIREMENTS.
  
  
  
 9) SHEET E 0.0.01 - THE LEGEND IS INDICATING FA
 DEVICES. THESE SYMBOLS/COMMENTS ARE CONFUSING AND ARE
 IN ADDITION TO # 2 ABOVE.
  
 IF THERE IS NO FIRE ALARM PROPOSED, NO REFENCES SHOULD
 BE INDICATED AND/OR REMOVED.
  
  
  
 10) WHEN RESUBMITTING, PLEASE PROVIDE PLAN SHEET
 REVISION CLOUDS OR NUMBERED NARRATIVE RESPONSES TO THE
 ABOVE.
  
  
  
  
 11) ADDITIONAL COMMENTS MAY BE PROVIDED ON THE
 RE-SUBMITTAL OF THE ABOVE.
  
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
  
  
  
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2018-03-02 Cont ID  
Sent By shill Date 2018-03-02 Time 12:11 Rev Time 0.00
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Notes
2018-02-07 11:03:49C02
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2017-09-07 Cont ID  
Sent By jroach Date 2017-09-07 Time 10:45 Rev Time 0.00
Received By jroach Date 2017-05-19 Time 14:44 Sent To  
Notes
2017-05-22 14:44:35C03
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2017-04-25 Cont ID  
Sent By gjohnson Date 2017-04-25 Time 11:33 Rev Time 0.00
Received By gjohnson Date 2017-03-23 Time 12:54 Sent To  
Notes
2017-03-24 12:55:00C02
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2017-03-02 Cont ID  
Sent By jroach Date 2017-03-02 Time 16:28 Rev Time 0.00
Received By jroach Date 2016-12-27 Time 08:49 Sent To  
Notes
2016-12-29 08:49:59C05
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 3 Status N Date 2017-08-15 Cont ID  
Sent By jwitmer Date 2017-08-15 Time 14:15 Rev Time 0.00
Received By jwitmer Date 2017-06-07 Time 10:38 Sent To  
Notes
2017-08-15 14:15:22AUGUST 15/2017/ IMPACT FEE PLAN AT J. W. DESK
  
 PALM BEACH COUNTY IMPACT FEE ASSESSMENT 6/16/17
 MU-2017-17039
 3008 SQUARE FEET
 USE: TENNIS CENTER
 FEES: NO FEES!!!!!!
  
  
 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]
  
2017-06-07 12:14:22BEFORE 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 BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status F Date 2017-06-07 Cont ID  
Sent By jwitmer Date 2017-04-10 Time   Rev Time 0.00
Received By jwitmer Date 2017-04-10 Time   Sent To  
Notes
2017-06-07 10:38:09IMPACT 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.
 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]
  
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2017-01-20 Cont ID  
Sent By jwitmer Date 2017-01-20 Time 15:39 Rev Time 0.00
Received By jwitmer Date 2017-01-18 Time 13:58 Sent To  
Notes
2017-01-20 15:39:39IMPACT 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.
  
Review Stop M MECHANICAL (A/C)
Rev No 4 Status P Date 2018-02-16 Cont ID  
Sent By ccole Date 2018-02-16 Time 16:59 Rev Time 0.00
Received By ccole Date 2018-02-16 Time 15:59 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 3 Status F Date 2017-06-01 Cont ID  
Sent By ccole Date 2017-06-01 Time 16:47 Rev Time 0.00
Received By ccole Date 2017-06-01 Time 16:47 Sent To  
Notes
2017-06-01 17:11:353RD REVIEW FBC-2014 MECHANICAL
 PERMIT #16120880
 6/1/17
  
 RESULTS: DENIED.
  
 COMMENTS FROM THE 2ND REVIEW PRINTED BELOW STILL EXIST.
  
 1) AS PREVIOUSLY NOTED IN THE 1ST REVIEW, PROVIDE DUCT
 SMOKE DETECTORS IN THE RETURN AIR SYSTEM OF AC-1 & 2.
  
 2) THE LOUVERED DOOR ENCLOSING THE MECHANICAL CLOSET
 FOR AC-1 MUST BE NON-COMBUSTIBLE PER SECTION C403.2.7.2
 FBC-14 ENERGY CONSERVATION, AND SECTION 602.2.1 FBC-14
 MECHANICAL.
  
 3) SUBMIT TWO COPIES OF THE MIAMI-DADE NOA FOR THE
 LOUVER- #16-0201.03.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
  
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2017-03-28 Cont ID  
Sent By ccole Date 2017-03-28 Time 13:43 Rev Time 0.00
Received By ccole Date 2017-03-28 Time 13:43 Sent To  
Notes
2017-03-28 14:01:332ND REVIEW FBC-2014 MECHANICAL
 PERMIT #16120880
 3/28/17
  
 1) AS PREVIOUSLY NOTED IN THE 1ST REVIEW, PROVIDE DUCT
 SMOKE DETECTORS IN THE RETURN AIR SYSTEM OF AC-1 & 2.
  
 2) THE LOUVERED DOOR ENCLOSING THE MECHANICAL CLOSET
 FOR AC-1 MUST BE NON-COMBUSTIBLE PER SECTION C403.2.7.2
 FBC-14 ENERGY CONSERVATION, AND SECTION 602.2.1 FBC-14
 MECHANICAL.
  
 3) SUBMIT THE NOA #14-0414.08 FOR THE LOUVER.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2017-01-09 Cont ID  
Sent By ccole Date 2017-01-09 Time 13:50 Rev Time 0.00
Received By ccole Date 2017-01-09 Time 13:50 Sent To  
Notes
2017-01-09 14:39:441ST REVIEW FBC-2014 MECHANICAL
 PERMIT #16120880
 1/9/17
  
 1) THE 21 PERSON OCCUPANT DENSITY AND 163 CFMS OF O/A
 AIR DOES NOT APPEAR TO BE CONSISTENT WITH THE USE OF
 THE ROOM BASED ON THE OCCUPANT LOAD OF 151 INDICATED ON
 THE LIFE SAFETY PAGES. CLARIFY WHAT THE ROOM IS TO BE
 USED FOR AND SELECT THE CORRESPONDING VENTILATION RATE
 LISTED IN TABLE 403.3 OR ASHRAE 62.1-2010.
  
 2) M-1.3.01: DUCT SMOKE DETECTORS ARE REQUIRED IN THE
 RETURN AIR SYSTEMS OF AC- 1 & 2 PER SECTION 606.2.1.
 PLEASE SHOW THE LOCATIONS OF THE DEVICES ON THE PLANS
 UNLESS IT CAN BE VERIFIED BY MANUFACTURER'S
 SPECIFICATIONS THAT THE SYSTEMS CANNOT EXCEED 2000 CFMS
 OF SUPPLY AIR.
  
 3) M-1.3.01: PROVIDE AN AUTOMATIC SHUTOFF DAMPER FOR
 THE O/A TO AC-2 PER SECTION C403.2.4.4 FBC-14 ENERGY
 CONSERVATION. THE CURRENT PLAN SHOWS A "BD" NOT AN "MD"
 TO BE LOCATED IN THE DUCT.
  
 4) M-1.3.01: PROVIDE THE FLEX DUCT SIZES.
  
 5) M-1.3.01: PROVIDE A FL. PRODUCT APPROVAL OR
 MIAMI-DADE NOA FOR THE O/A AND EXHAUST LOUVERS.
  
 6) M-3.0.00: THE AC SCHEDULE IS INDICATING "OFFICES" AS
 THE AREAS SERVED WHICH DOES NOT APPEAR TO BE CONSISTENT
 WITH THE PLANS.
  
 7) PROVIDE FIRE DAMPER INSTALLATION DETAILS.
  
 8) PROVIDE WIND LOAD ENGINEERING FOR INSTALLATION FOR
 THE EXTERIOR CODENSERS- SECTION 301.15
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop NFIP NFIP REVIEW ACTIVITY
Rev No 1 Status N Date 2017-01-20 Cont ID  
Sent By jwitmer Date 2017-01-20 Time 15:39 Rev Time 0.00
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Notes
***NONE***
Review Stop P PLUMBING
Rev No 4 Status P Date 2018-02-28 Cont ID  
Sent By gjohnson Date 2018-02-28 Time 10:25 Rev Time 0.00
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Notes
***NONE***
Review Stop P PLUMBING
Rev No 3 Status P Date 2017-06-15 Cont ID  
Sent By gjohnson Date 2017-06-15 Time 08:46 Rev Time 0.00
Received By gjohnson Date 2017-06-15 Time 08:46 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status F Date 2017-04-25 Cont ID  
Sent By gjohnson Date 2017-04-25 Time 11:23 Rev Time 0.00
Received By gjohnson Date 2017-04-25 Time 11:23 Sent To  
Notes
2017-04-25 11:33:371ST REVIEW
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER LL
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES
 BUILDING DIVISION
 561-805-6711
 [email protected]
  
 PLUMBING COMMENTS:
  
 1. THE REQUIRED DRINKING FOUNTAIN THAT WAS ADDED TO THE
 ARCHITECTURAL SHEETS WAS NOT ADDED TO ANY OF THE
 PLUMBING DRAWINGS CHECK ELECTRICAL ALSO PLEASE CLARIFY.
 PER WPB AMEND TO FBC 107.2.1
  
  
 FYI A COMPLETE AND THOROUGH REVIEW CANNOT BE DONE AT
 THIS TIME. UPON RESUBMITTAL THERE MAYBE ADDITIONAL
 COMMENTS.
  
 WHEN RESUBMITTING PLANS, REMOVE AND REPLACE ANY PAGES
 AS NECESSARY. A NARRATIVE LISTING THE ORIGINAL REVIEW
 COMMENT NUMBER WITH A DESCRIPTION OF THE CHANGES MADE
 AND IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE
 THE CHANGE CAN BE FOUND WILL HELP EXPEDITE THE REVIEW.
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2017-01-24 Cont ID  
Sent By gjohnson Date 2017-01-24 Time 09:04 Rev Time 0.00
Received By gjohnson Date 2017-01-23 Time 12:50 Sent To  
Notes
2017-01-24 09:43:041ST REVIEW
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER LL
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES
 BUILDING DIVISION
 561-805-6711
 [email protected]
  
 PLUMBING COMMENTS:
  
 1. SHT. A-0.0.02 THE PLUMBING FIXTURE COUNT IS CALLING
 THIS PROJECT AN A-2 IT SHOULD BE AN A-3 PLEASE CLARIFY
 . PER WPB AMEND TO FBC 107.2.1
  
 2. ARE THE RESTROOMS IN THE TENNIS CENTER SERVING THE
 TENNIS COURTS OCCUPANT LOAD IF SO INCLUDE IT IN THE
 FIXTURE COUNT IF NOT SHOW LOCATION OF BATHROOMS SERVING
 TENNIS COURTS. PER WPB AMEND TO FBC 107.2.1
  
 3. SHOW COMPLIANCE FOR TOILET PAPER DISPENSER PER FBC
 ACC 604.7 DISPENSERS.
 TOILET PAPER DISPENSERS SHALL COMPLY WITH 309.4 AND
 SHALL BE 7 INCHES (180 MM) MINIMUM AND 9 INCHES (230
 MM) MAXIMUM IN FRONT OF THE WATER CLOSET MEASURED TO
 THE CENTERLINE OF THE DISPENSER. THE OUTLET OF THE
 DISPENSER SHALL BE 15 INCHES (380 MM) MINIMUM AND 48
 INCHES (1220 MM) MAXIMUM ABOVE THE FINISH FLOOR AND
 SHALL NOT BE LOCATED BEHIND GRAB BARS. DISPENSERS SHALL
 NOT BE OF A TYPE THAT CONTROLS DELIVERY OR THAT DOES
 NOT ALLOW CONTINUOUS PAPER FLOW.
  
 4. SHOW COMPLIANCE FOR TOILET . PER FBC ACC 604.2
 LOCATION.
 THE WATER CLOSET SHALL BE POSITIONED WITH A WALL OR
 PARTITION TO THE REAR AND TO ONE SIDE. THE CENTERLINE
 OF THE WATER CLOSET SHALL BE 16 INCHES (405 MM) MINIMUM
 TO 18 INCHES (455 MM) MAXIMUM FROM THE SIDE WALL OR
 PARTITION, EXCEPT THAT THE WATER CLOSET SHALL BE 17
 INCHES (430 MM) MINIMUM AND 19 INCHES (485 MM) MAXIMUM
 FROM THE SIDE WALL OR PARTITION IN THE AMBULATORY
 ACCESSIBLE TOILET COMPARTMENT SPECIFIED IN 604.8.2.
 WATER CLOSETS SHALL BE ARRANGED FOR A LEFT-HAND OR
 RIGHT-HAND APPROACH.
  
 5. SHT. A-1.4.02 GENERAL NOTE AND ADA NOTES ARE UNCLEAR
 SOME OF THE WORDS ARE OVERLAPPING PLEASE CLARIFY. PER
 WPB AMEND TO FBC 107.2.1
  
 6. SHT. A-1.4.03 NOTES REFERENCE 2010 ADA AND 2012 FABC
 THIS PROJECT SHALL BE DESIGNED UNDER FBC ACC 2014 5TH
 ADDITION. PLEASE CLARIFY. PER WPB AMEND TO FBC 107.2.1
  
 7. SHT. 1.4.04 IS MISSING WORDS AND FIGURE NUMBERS FOR
 EXAMPLE 403.5.2 CLEAR WIDTH AT ?, 404 DOORS DOORWAYS
 AND ? AND THE FIGURES ARE MISSING SEC NUMBERS PLEASE
 CLARIFY . PER WPB AMEND TO FBC 107.2.1
  
 8. A WATER FOUNTAIN IS REQUIRED PER FBC PL TABLE 403.1
 AND SHALL COMPLY WITH FBC PL
 [B] 410.2 MINIMUM NUMBER.
 WHERE DRINKING FOUNTAINS ARE REQUIRED, NOT FEWER THAN
 TWO DRINKING FOUNTAINS SHALL BE PROVIDED. ONE DRINKING
 FOUNTAIN SHALL COMPLY WITH THE REQUIREMENTS FOR PEOPLE
 WHO USE A WHEELCHAIR AND ONE DRINKING FOUNTAIN SHALL
 COMPLY WITH THE REQUIREMENTS FOR STANDING PERSONS.
 AND FBC ACC 602
  
 9. ALL LAVATORY'S ARE REQUIRED TO HAVE TEMPERED WATER.
 PER FBC PL 416.5 TEMPERED WATER FOR PUBLIC HAND-WASHING
 FACILITIES.
 TEMPERED WATER SHALL BE DELIVERED FROM LAVATORIES AND
 GROUP WASH FIXTURES LOCATED IN PUBLIC TOILET FACILITIES
 PROVIDED FOR CUSTOMERS, PATRONS AND VISITORS. TEMPERED
 WATER SHALL BE DELIVERED THROUGH AN APPROVED
 WATER-TEMPERATURE LIMITING DEVICE THAT CONFORMS TO ASSE
 1070 OR CSA B125.3.
  
 10. PLEASE PROVIDE NOT ON THE PLAN FOR SEPARATE PERMIT
 REQUIRED FOR THE BACKFLOW AT THE METER. PER WPB AMEND
 TO FBC 107.2.1
  
 11. SHUT OFF VALVES ARE REQUIRED ON THE HW FEEDS TO
 EACH BATHROOM. PER FBC PL 606.1(5)
Review Stop Z ZONING
Rev No 4 Status P Date 2018-03-02 Cont ID  
Sent By JR Date 2018-03-02 Time 11:42 Rev Time 0.00
Received By jroach Date 2018-03-02 Time 11:42 Sent To  
Notes
2018-03-02 11:50:33ZONING PLAN REVIEW
 ___________________________________________
  
 DATE OF REVIEW: 03.02.2018
 PERMIT NO.: 16120880
 ___________________________________________
  
 REVIEW STATUS: PASSED WITH PROVISOS
 ___________________________________________
  
 THIS REVIEW HAS BEEN PASSED SUBJECT TO THE FOLLOWING
 PROVISOS:
  
 1. THIS PERMIT APPROVAL IS FOR THE TENNIS CENTER
 CLUBHOUSE ONLY. ALL SITE WORK, LANDSCAPING, SITE
 LIGHTING, ETC. SHALL BE REVIEWED/COMPLETED UNDER
 SEPARATE PERMIT APPLICATIONS.
  
 2. PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY,
 ALL ASSOCIATED SITE WORK, LANDSCAPING, ETC. (PERMITTED
 SEPARATELY) SHALL BE COMPLETED AND PASS INSPECTION.
 ___________________________________________
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 ___________________________________________
  
 QUESTIONS/COMMENTS, PLEASE CONTACT THE FOLLOWING:
  
 JOHN P. ROACH, AICP, PRINCIPAL PLANNER
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES DEPARTMENT ? PLANNING DIVISION
 401 CLEMATIS STREET - P.O. BOX 3147
 WEST PALM BEACH, FLORIDA 33402
  
 P: 561.822.1448
 F: 561.822.1460
  
 E: [email protected]
  
 W: WPB.ORG
  
Review Stop Z ZONING
Rev No 3 Status P Date 2017-09-07 Cont ID  
Sent By jroach Date 2017-09-07 Time 10:44 Rev Time 0.00
Received By jroach Date 2017-09-07 Time 10:44 Sent To  
Notes
2017-09-07 10:45:09PROVISIO
  
 A CO ON THE TENNIS FACLITY WILL NOT BE ISSUED UNTIL ALL
 SITE IMPROVEMENTS (PARKING, ROADWAYS, LANDSCAPING,
 ETC.) WITHIN PHASE I OF THE PROJECT ARE COMPLETE.
 ___________________________________________
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 ___________________________________________
  
 QUESTIONS/COMMENTS, PLEASE CONTACT THE FOLLOWING:
  
 JOHN P. ROACH, AICP, PRINCIPAL PLANNER
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES DEPARTMENT ? PLANNING DIVISION
 401 CLEMATIS STREET - P.O. BOX 3147
 WEST PALM BEACH, FLORIDA 33402
  
 P: 561.822.1448
 F: 561.822.1460
  
 E: [email protected]
  
 W: WPB.ORG
  
Review Stop Z ZONING
Rev No 2 Status F Date 2017-04-14 Cont ID  
Sent By jroach Date 2017-04-14 Time 14:49 Rev Time 0.00
Received By jroach Date 2017-04-14 Time 14:49 Sent To  
Notes
2017-04-14 14:51:57ZONING PLAN REVIEW
 ___________________________________________
  
 DATE OF REVIEW: 04.14.2017
 PERMIT NO.: 16120880
 ADDRESS: 3200 N CONGRESS AVENUE
 CONTRACTOR/CONTACT:
 TELEPHONE NO.:
 SCOPE OF REVIEW: STRUCTURE ONLY FOR NEW CLUBHOUSE WITH
 UNDERGROUND PARKING
 ___________________________________________
  
 REVIEW STATUS: FAILED
 ___________________________________________
  
 PLEASE PROVIDE A WRITTEN RESPONSE TO THE FOLLOWING PLAN
 REVIEW COMMENTS:
  
 FROM ZONING'S PERSPECTIVE I DON'T HAVE ANY ISSUES WITH
 ISSUING A PERMIT TO BEGIN CONSTRUCTION OF THE TENNIS
 FACILITY; HOWEVER, THE TRAFFIC CONCURRENCY LETTER FROM
 PALM BEACH COUNTY AND THE DESIGN GUIDELINES FOR THE
 BANYAN CAY DEVELOPMENT PROVIDE THE FOLLOWING...
  
 "PRIOR TO ISSUANCE OF THE FIRST BUILDING PERMIT, THE
 DEVELOPER SHALL PROVIDE ACCEPTABLE SURETY TO THE PALM
 BEACH COUNTY TRAFFIC DIVISION, IN AN AMOUNT AS
 DETERMINED BY THE DIRECTOR OF THE PALM BEACH COUNTY
 TRAFFIC DIVISION."
  
 WE WILL NEED TO HAVE PROOF FROM THE COUNTY THAT THIS
 REQUIREMENT HAS BEEN SATISFIED BEFORE SIGNING OFF.
 PLEASE NOTE THAT THIS REQUIREMENT IS SEPARATE FROM ANY
 IMPACT FEES.
  
 ONCE THIS IS ADDRESSED I WILL BE ABLE TO SIGN OFF ON
 THE TENNIS FACILITY STRUCTURE ONLY, AS ALL SITE WORK,
 INCLUDING SURFACE PARKING, LANDSCAPING, SITE LIGHTING,
 ETC. WILL ALL NEED TO BE PERMITTED SEPARATELY.
  
 PLEASE KEEP IN MIND THAT A CO ON THE TENNIS FACLITY
 WILL NOT BE ISSUED UNTIL ALL IMPROVEMENTS WITHIN PHASE
 I OF THE PROJECT ARE COMPLETE.
 ___________________________________________
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 ___________________________________________
  
 QUESTIONS/COMMENTS, PLEASE CONTACT THE FOLLOWING:
  
 JOHN P. ROACH, AICP, PRINCIPAL PLANNER
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES DEPARTMENT ? PLANNING DIVISION
 401 CLEMATIS STREET - P.O. BOX 3147
 WEST PALM BEACH, FLORIDA 33402
  
 P: 561.822.1448
 F: 561.822.1460
  
 E: [email protected]
  
 W: WPB.ORG
  
Review Stop Z ZONING
Rev No 1 Status F Date 2017-04-14 Cont ID  
Sent By jroach Date 2017-03-02 Time 16:28 Rev Time 0.00
Received By jroach Date 2017-02-09 Time 16:29 Sent To  
Notes
***NONE***


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