Plan Review Details - Permit 17071006
Plan Review Stops For Permit 17071006
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2018-02-26 Cont ID  
Sent By jwitmer Date 2018-02-26 Time 08:09 Rev Time 0.00
Received By jwitmer Date 2018-02-26 Time 07:47 Sent To  
Notes
2018-02-26 08:09:552014 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 17071006
 ADD: 4375 EASLEY DR. / EAST CENTRAL WATER RECLAMATION
 FACILITY
 PROCESS WATER SYSTEM PROJECT
 CONT: TBD/ TO BE DETERMINED
 TEL: 561-835-7406
 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.
  
 2ND REVIEW
 DATE: MON. OCT.30/2017
 ACTION: BUILDING PROVISO
  
 *********ONLY 2 SETS OF PLANS SUBMITTED/ (3)
 REQUIRED.********
  
  
 1) BUILDING PROVISO/ DEFERRED SUBMITTAL/ SHOP DRAWINGS
 & SIGNED & SEALED CALCULATIONS.. SHEET S-PWS-10 SHOWS A
 SECTION 1 SHOWS SECONDARY EFFLUENT TRANSFER PUMP
 STATION. NOTE 2 OF THIS PAGE INDICATES SEE DRILL
 LOCATION AND ELEVATION ON M DRAWINGS. M-PWS-10 SHOWS A
 SECTION B GIVING THE CENTERLINE OF THE PIPE AND
 ASSOCIATED HOLE AT AN ELEVATION 4.25. FINISH GRADE IS
 AT 25.00. PLEASE PROVIDE
 WHAT REQUIREMENTS ARE TO BE PUT IN PLACE FOR SAME
 GUARDING THE SURROUNDING STRUCTURES AS WELL AS THE
 DEWATERING REQUIRED TO GET A STABLE, DRY & WORKABLE
 GROUND AT ELEVATION 4.25 FT. ELEVATION. THIS SAME
 ELEVATION IS GOING TO BE REQUIRED TO BE A STABLE DRY
 GROUND FOR THE EXTENSION OF THE 48 INCH EFFLUENT PIPE.
  
 2A) BUILDING PROVISO/ DEFERRED SUBMITTAL/ SHOP DRAWINGS
 & SIGNED & SEALED CALCULATIONS.
 FBC-B 1804.1 EXCAVATION NEAR FOUNDATIONS. EXCAVATION
 FOR ANY PURPOSE SHALL NOT REMOVE LATERAL SUPPORT FROM
 ANY FOUNDATION WITHOUT FIRST UNDERPINNING OR PROTECTING
 THE FOUNDATION AGAINST SETTLEMENT OR LATERAL
 TRANSLATION.
  
 2B) BUILDING PROVISO/ DEFERRED SUBMITTAL/ SHOP DRAWINGS
 & SIGNED & SEALED CALCULATIONS. FBC-B 1805.1.3
 GROUND-WATER CONTROL. THE DESIGN OF THE SYSTEM TO LOWER
 THE GROUND-WATER TABLE SHALL BE BASED ON ACCEPTED
 PRINCIPLES OF ENGINEERING THAT SHALL CONSIDER, BUT NOT
 NECESSARILY BE LIMITED TO, PERMEABILITY OF THE SOIL,
 RATE AT WHICH WATER ENTERS THE DRAINAGE SYSTEM, RATED
 CAPACITY OF PUMPS, HEAD AGAINST WHICH PUMPS ARE TO
 OPERATE AND THE RATED CAPACITY OF THE DISPOSAL AREA OF
 THE SYSTEM.
  
 2C) BUILDING PROVISO/ DEFERRED SUBMITTAL/ SHOP DRAWINGS
 & SIGNED & SEALED CALCULATIONS. THE PLANS ARE SILENT AS
 TO HOW THE GROUND IS TO BE HELD BACK WHEN THE WORK AREA
 WILL BE BELOW 4.25 FT. NGVD. WILL THE USE OF DRIVEN
 SHEET PILE BE USED IN THIS TYPE OF APPLICATION, TO HELP
 HOLD BACK WATER AND SOILS FROM LATERAL MOVEMENT, IF SO
 HOW MUCH TOE IS TO BE REQUIRED TO MAINTAIN SOILS
 SATIABILITY? 1810.3.1.4 DRIVEN PILES. DRIVEN PILES
 SHALL BE DESIGNED AND MANUFACTURED IN ACCORDANCE WITH
 ACCEPTED ENGINEERING PRACTICE TO RESIST ALL STRESSES
 INDUCED BY HANDLING, DRIVING AND SERVICE LOADS.
  
 2D) BUILDING PROVISO/ DEFERRED SUBMITTAL/ SHOP
 DRAWINGS. THE ISSUE WITH THE AMOUNT OF EARTH TO BE
 REMOVED, THE LOCATION OF THE SURCHARGE IN RELATION TO
 THE EXCAVATION MAYBE A SAFETY CONCERN. FBC-B 3304.1.2
 SURCHARGE. NO FILL OR OTHER SURCHARGE LOADS SHALL BE
 PLACED ADJACENT TO ANY BUILDING OR STRUCTURE UNLESS
 SUCH BUILDING OR STRUCTURE IS CAPABLE OF WITHSTANDING
 THE ADDITIONAL LOADS CAUSED BY THE FILL OR SURCHARGE.
  
 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]
  
 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
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2017-11-01 Cont ID  
Sent By jwitmer Date 2017-10-30 Time 06:59 Rev Time 0.00
Received By jwitmer Date 2017-10-30 Time 06:32 Sent To  
Notes
2017-10-30 06:49:482014 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 17071006
 ADD: 4375 EASLEY DR. / EAST CENTRAL WATER RECLAMATION
 FACILITY
 PROCESS WATER SYSTEM PROJECT
 CONT: TBD/ TO BE DETERMINED
 TEL: 561-835-7406
 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.
  
 2ND REVIEW
 DATE: MON. OCT.30/2017
 ACTION: BUILDING PROVISO
  
 1) BUILDING PROVISO/ DEFERRED SUBMITTAL/ SHOP DRAWINGS
 & SIGNED & SEALED CALCULATIONS.. SHEET S-PWS-10 SHOWS A
 SECTION 1 SHOWS SECONDARY EFFLUENT TRANSFER PUMP
 STATION. NOTE 2 OF THIS PAGE INDICATES SEE DRILL
 LOCATION AND ELEVATION ON M DRAWINGS. M-PWS-10 SHOWS A
 SECTION B GIVING THE CENTERLINE OF THE PIPE AND
 ASSOCIATED HOLE AT AN ELEVATION 4.25. FINISH GRADE IS
 AT 25.00. PLEASE PROVIDE
 WHAT REQUIREMENTS ARE TO BE PUT IN PLACE FOR SAME
 GUARDING THE SURROUNDING STRUCTURES AS WELL AS THE
 DEWATERING REQUIRED TO GET A STABLE, DRY & WORKABLE
 GROUND AT ELEVATION 4.25 FT. ELEVATION. THIS SAME
 ELEVATION IS GOING TO BE REQUIRED TO BE A STABLE DRY
 GROUND FOR THE EXTENSION OF THE 48 INCH EFFLUENT PIPE.
  
 2A) BUILDING PROVISO/ DEFERRED SUBMITTAL/ SHOP DRAWINGS
 & SIGNED & SEALED CALCULATIONS.
 FBC-B 1804.1 EXCAVATION NEAR FOUNDATIONS. EXCAVATION
 FOR ANY PURPOSE SHALL NOT REMOVE LATERAL SUPPORT FROM
 ANY FOUNDATION WITHOUT FIRST UNDERPINNING OR PROTECTING
 THE FOUNDATION AGAINST SETTLEMENT OR LATERAL
 TRANSLATION.
  
 2B) BUILDING PROVISO/ DEFERRED SUBMITTAL/ SHOP DRAWINGS
 & SIGNED & SEALED CALCULATIONS. FBC-B 1805.1.3
 GROUND-WATER CONTROL. THE DESIGN OF THE SYSTEM TO LOWER
 THE GROUND-WATER TABLE SHALL BE BASED ON ACCEPTED
 PRINCIPLES OF ENGINEERING THAT SHALL CONSIDER, BUT NOT
 NECESSARILY BE LIMITED TO, PERMEABILITY OF THE SOIL,
 RATE AT WHICH WATER ENTERS THE DRAINAGE SYSTEM, RATED
 CAPACITY OF PUMPS, HEAD AGAINST WHICH PUMPS ARE TO
 OPERATE AND THE RATED CAPACITY OF THE DISPOSAL AREA OF
 THE SYSTEM.
  
 2C) BUILDING PROVISO/ DEFERRED SUBMITTAL/ SHOP DRAWINGS
 & SIGNED & SEALED CALCULATIONS. THE PLANS ARE SILENT AS
 TO HOW THE GROUND IS TO BE HELD BACK WHEN THE WORK AREA
 WILL BE BELOW 4.25 FT. NGVD. WILL THE USE OF DRIVEN
 SHEET PILE BE USED IN THIS TYPE OF APPLICATION, TO HELP
 HOLD BACK WATER AND SOILS FROM LATERAL MOVEMENT, IF SO
 HOW MUCH TOE IS TO BE REQUIRED TO MAINTAIN SOILS
 SATIABILITY? 1810.3.1.4 DRIVEN PILES. DRIVEN PILES
 SHALL BE DESIGNED AND MANUFACTURED IN ACCORDANCE WITH
 ACCEPTED ENGINEERING PRACTICE TO RESIST ALL STRESSES
 INDUCED BY HANDLING, DRIVING AND SERVICE LOADS.
  
 2D) BUILDING PROVISO/ DEFERRED SUBMITTAL/ SHOP
 DRAWINGS. THE ISSUE WITH THE AMOUNT OF EARTH TO BE
 REMOVED, THE LOCATION OF THE SURCHARGE IN RELATION TO
 THE EXCAVATION MAYBE A SAFETY CONCERN. FBC-B 3304.1.2
 SURCHARGE. NO FILL OR OTHER SURCHARGE LOADS SHALL BE
 PLACED ADJACENT TO ANY BUILDING OR STRUCTURE UNLESS
 SUCH BUILDING OR STRUCTURE IS CAPABLE OF WITHSTANDING
 THE ADDITIONAL LOADS CAUSED BY THE FILL OR SURCHARGE.
  
 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]
  
 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
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2017-08-18 Cont ID  
Sent By jwitmer Date 2017-08-18 Time 15:58 Rev Time 0.00
Received By jwitmer Date 2017-08-18 Time 07:44 Sent To  
Notes
2017-08-18 15:58:292014 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 17071006
 ADD: 4375 EASLEY DR. / EAST CENTRAL WATER RECLAMATION
 FACILITY
 PROCESS WATER SYSTEM PROJECT
 CONT: TBD/ TO BE DETERMINED
 TEL: 561-835-7406
 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: FRI./ AUGUST 18/2017
 ACTION: DENIED
  
 1) SHEET S-PWS-01 FOUNDATION NOTE F-2 , INDICATES TO
 USE THE GEOTECHNICAL REPORTS FROM THE BIOSOLIDS
 IMPROVEMENT PROJECT, BY DUNKELBURGER ENGINEERING AND
 TESTING DATED APRIL 10/ 2014 AND BY RADISE
 INTERNATIONAL DATED MARCH 26, 2014. PLEASE PROVIDE AN
 ADDENDUM BY EITHER COMPANY SIGNED AND SEALED STATING
 THESE REPORTS CAN BE USED FOR THIS PROJECT. NEITHER OF
 THE MENTIONED REPORTS DID BORINGS IN THE PROPOSED WORK
 AREA.
  
 2014 FBC-B 1803.5.2 QUESTIONABLE SOIL. WHERE THE
 CLASSIFICATION, STRENGTH OR COMPRESSIBILITY OF THE SOIL
 IS IN DOUBT OR WHERE A LOAD-BEARING VALUE SUPERIOR TO
 THAT SPECIFIED IN THIS CODE IS CLAIMED, THE BUILDING
 OFFICIAL SHALL BE PERMITTED TO REQUIRE THAT A
 GEOTECHNICAL INVESTIGATION BE CONDUCTED.
  
 2) SHEET S-PWS-10 SHOWS A SECTION 1 SHOWS SECONDARY
 EFFLUENT TRANSFER PUMP STATION. NOTE 2 OF THIS PAGE
 INDICATES SEE DRILL LOCATION AND ELEVATION ON M
 DRAWINGS. M-PWS-10 SHOWS A SECTION B GIVING THE
 CENTERLINE OF THE PIPE AND ASSOCIATED HOLE AT AN
 ELEVATION 4.25. FINISH GRADE IS AT 25.00. PLEASE
 PROVIDE
 WHAT REQUIREMENTS ARE TO BE PUT IN PLACE FOR SAME
 GUARDING THE SURROUNDING STRUCTURES AS WELL AS THE
 DEWATERING REQUIRED TO GET A STABLE, DRY & WORKABLE
 GROUND AT ELEVATION 4.25 FT. ELEVATION. THIS SAME
 ELEVATION IS GOING TO BE REQUIRED TO BE A STABLE DRY
 GROUND FOR THE EXTENSION OF THE 48 INCH EFFLUENT PIPE.
  
 2A) FBC-B 1804.1 EXCAVATION NEAR FOUNDATIONS.
 EXCAVATION FOR ANY PURPOSE SHALL NOT REMOVE LATERAL
 SUPPORT FROM ANY FOUNDATION WITHOUT FIRST UNDERPINNING
 OR PROTECTING THE FOUNDATION AGAINST SETTLEMENT OR
 LATERAL TRANSLATION.
  
 2B) FBC-B 1805.1.3 GROUND-WATER CONTROL. THE DESIGN OF
 THE SYSTEM TO LOWER THE GROUND-WATER TABLE SHALL BE
 BASED ON ACCEPTED PRINCIPLES OF ENGINEERING THAT SHALL
 CONSIDER, BUT NOT NECESSARILY BE LIMITED TO,
 PERMEABILITY OF THE SOIL, RATE AT WHICH WATER ENTERS
 THE DRAINAGE SYSTEM, RATED CAPACITY OF PUMPS, HEAD
 AGAINST WHICH PUMPS ARE TO OPERATE AND THE RATED
 CAPACITY OF THE DISPOSAL AREA OF THE SYSTEM.
  
 2C) THE PLANS ARE SILENT AS TO HOW THE GROUND IS TO BE
 HELD BACK WHEN THE WORK AREA WILL BE BELOW 4.25 FT.
 NGVD. WILL THE USE OF DRIVEN SHEET PILE BE USED IN THIS
 TYPE OF APPLICATION, TO HELP HOLD BACK WATER AND SOILS
 FROM LATERAL MOVEMENT, IF SO HOW MUCH TOE IS TO BE
 REQUIRED TO MAINTAIN SOILS SATIABILITY?
  
 1810.3.1.4 DRIVEN PILES. DRIVEN PILES SHALL BE DESIGNED
 AND MANUFACTURED IN ACCORDANCE WITH ACCEPTED
 ENGINEERING PRACTICE TO RESIST ALL STRESSES INDUCED BY
 HANDLING, DRIVING AND SERVICE LOADS.
  
 2D) THE ISSUE WITH THE AMOUNT OF EARTH TO BE REMOVED,
 THE LOCATION OF THE SURCHARGE IN RELATION TO THE
 EXCAVATION MAYBE A SAFETY CONCERN. FBC-B 3304.1.2
 SURCHARGE. NO FILL OR OTHER SURCHARGE LOADS SHALL BE
 PLACED ADJACENT TO ANY BUILDING OR STRUCTURE UNLESS
 SUCH BUILDING OR STRUCTURE IS CAPABLE OF WITHSTANDING
 THE ADDITIONAL LOADS CAUSED BY THE FILL OR SURCHARGE.
  
 3) RESIDENT INSPECTOR REQUIRED. (3) SETS OF PLANS.
 2014 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION, 110.3.9 OTHER
 INSPECTIONS SERVICES. THE BUILDING OFFICIAL MAY MAKE,
 OR CAUSE TO BE MADE BY OTHERS, THE INSPECTIONS REQUIRED
 BY SECTION 109. HE/SHE MAY ACCEPT REPORTS OF INSPECTORS
 OF RECOGNIZED INSPECTION SERVICES, PROVIDED THAT AFTER
 INVESTIGATION HE/SHE IS SATISFIED AS TO THEIR
 QUALIFICATIONS AND RELIABILITY. A CERTIFICATE CALLED
 FOR BY ANY PROVISION OF THE TECHNICAL CODES SHALL NOT
 BE BASED ON SUCH REPORTS UNLESS THE SAME ARE IN WRITING
 AND CERTIFIED BY A RESPONSIBLE OFFICER OF SUCH SERVICE.
 THE BUILDING OFFICIAL MAY REQUIRE THE OWNER TO EMPLOY
 AN INSPECTION SERVICE IN THE FOLLOWING INSTANCES:
  
 1. FOR BUILDINGS OR ADDITIONS OF TYPE I OR II
 CONSTRUCTION
 2. FOR ALL MAJOR STRUCTURAL ALTERATIONS
 3. WHERE THE CONCRETE DESIGN IS BASED ON COMPRESSIVE
 STRENGTH (F ?C) IN EXCESS OF 3000
 POUNDS PER SQUARE INCH
 4. FOR PILE DRIVING
 7. FOR BUILDINGS AND STRUCTURES OF UNUSUAL DESIGN OR
 METHODS OF CONSTRUCTION
  
 3A) RESIDENT INSPECTOR FORMS MUST BE SIGNED BY ALL
 PARTIES NOTARIZED AND RETURNED TO THE BUILDING
 DEPARTMENT BEFORE PERMIT ISSUANCE.
 FORMS E-MAILED TO: [email protected] 08/18/2017 03:55
 PM.
  
 3B) FOR THE RESIDENT 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 SCHEDULED.
  
 3C) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR
 HISTORY FOR THIS TYPE OF CONSTRUCTION.
  
 3D) NOTE FOR PAPER PLANS 3 SETS OF DOCUMENTS ARE
 REQUIRED. FOR DIGITAL PLANS, AFTER PERMIT ISSUANCE, THE
 PERMIT LIBRARIAN WILL E-MAIL YOU, THE APPROVED AND
 BATCH STAMPED PLANS SO YOU MAY PRINT YOUR PLANS, TWO
 SETS OF PLANS WILL NEED TO BE PRINTED IN COLOR, (1) FOR
 THE RESIDENT INSPECTOR, THE OTHER FOR THE MEP
 INSPECTORS.
  
 3E) 2010/ 2014 WEST PALM BEACH AMENDMENTS TO THE
 FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATION,
 110.3.9 AND GUIDELINES AND POLICIES FOR PROJECTS
 CONCERNING RESIDENT INSPECTORS. COMMENT # 14. 3 COPIES
 OF ALL SHOP DRAWINGS (HANDRAILS, PRECAST JOINT AND
 SLABS, PRODUCT APPROVALS, TRUSSES, BAR JOIST, ETC.)
 MUST BE SUBMITTED TO THE BUILDING DEPARTMENT. TWO
 REVIEWED SETS OF DOCUMENTS WILL BE RETURNED TO THE JOB
 SITE BEFORE ANY OF THE ABOVE ARE INSTALLED ON THE JOB.
  
 3F) PLEASE CALL THE CITY OF WEST PALM BEACH?S AUTOMATED
 TELEPHONE INSPECTIONS LINE (561) 805-6700) FOR
 IN-PROGRESS INSPECTIONS FOR AUDITING OF JOBSITE
 INSPECTIONS.
  
  
 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]
  
 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
  
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2017-11-14 Cont ID  
Sent By jpearson Date 2017-11-14 Time 12:45 Rev Time 0.00
Received By jpearson Date 2017-11-14 Time 10:27 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2017-08-24 Cont ID  
Sent By jpearson Date 2017-08-24 Time 11:22 Rev Time 0.00
Received By jpearson Date 2017-08-24 Time 11:22 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2017-10-19 Cont ID  
Sent By pleduc Date 2017-10-19 Time   Rev Time 0.00
Received By pleduc Date 2017-10-19 Time 13:10 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2017-07-31 Cont ID  
Sent By pleduc Date 2017-07-31 Time   Rev Time 0.00
Received By pleduc Date 2017-07-28 Time 12:59 Sent To  
Notes
2017-07-28 16:10:39THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
  
  
 1) ON REVIEW OF THE SUBMITTED PLANS THERE IS
 INSUFFICIENT INFORMATION TO CONDUCT A THOUROUGH LIFE
 SAFETY REVIEW.
  
  
  
  
 2) A LIFE SAFETY PLAN WAS NOT FOUND.
  
 FOR A FACILTIY OF THIS SIZE AND COMPLEXITY A LIFE
 SAFETY PLAN SHEET SHALL BE SUBMITTED TO INCLUDE, BUT
 NOT LIMITED TO, AREA OR BUILDING OCCUPANCY TYPE,
 ILLUSTRATED OCCUPANT LOADS, EXIT PATHS, EXIT WIDTHS,
 TRAVEL DISTANCES, COMMON PATHS OF TRAVEL, DEAD-END
 CORRIDORS, EXIT SIGNS, EMERGENCY LIGHTING, EXITS
 LEADING TO A PUBLIC WAY, FIRE EXTINGUISHER LOCATIONS,
 AND ALL FIRE SAFETY FEATURES AND EQUIPMENT.
  
  
  
  
  
 3) PLEASE PROVIDE INFORMATION AND OR A REPORT THAT THIS
 PROJECT HAS BEEN REVIEWED FOR COMPLIANCE WITH THE
 REQUIREMENTS OF NFPA? 820, STANDARD FOR FIRE PROTECTION
 IN WASTEWATER TREATMENT AND COLLECTION FACILITIES, 2012
 EDITION
  
 PLEASE INCLUDE WHAT AREAS HAVE BEEN REVIEWED AND WHAT
 HAS BEEN INSTALLED
  
 AND IF HAS NOT BEEN REVIEWED - PLEASE PROVIDE DETAILED
 JUSTIFICATIONS.
  
 THE FOLLOWING IS SOME AREAS OF CONCERN FROM NFPA 820
 FOR REVIEW PURPOSES.
  
 CHAPTER 1 ADMINISTRATION
 1.1 SCOPE.
 1.1.1* GENERAL. THIS STANDARD SHALL ESTABLISH MINIMUM
 REQUIREMENTS FOR PROTECTION AGAINST FIRE AND EXPLOSION
 HAZARDS IN WASTEWATER TREATMENT PLANTS AND ASSOCIATED
 COLLECTION SYSTEMS, INCLUDING THE HAZARD CLASSIFICATION
 OF SPECIFIC AREAS AND PROCESSES.
 1.1.2 THIS STANDARD SHALL APPLY TO THE FOLLOWING:
 (1) COLLECTION SEWERS
 (2) TRUNK SEWERS
 (3) INTERCEPTING SEWERS
 (4) COMBINED SEWERS
 (5) STORM SEWERS
 (6) PUMPING STATIONS
 (7) WASTEWATER TREATMENT PLANTS
 (8) SLUDGE-HANDLING FACILITIES
 (9) CHEMICAL-HANDLING FACILITIES
 (10) TREATMENT FACILITIES
 (11) ANCILLARY STRUCTURES (SEE 3.3.60.1)
  
  
 7.2 FIRE PROTECTION MEASURES.
 7.2.1 GENERAL.
 7.2.1.1 COLLECTION SYSTEMS, LIQUID STREAM TREATMENT
 PROCESSES, AND SOLIDS-HANDLING PROCESSES SHALL BE
 PROVIDED WITH FIRE PROTECTION FOR THE FIRE HAZARDS, AS
 DESCRIBED IN TABLE 4.2, TABLE 5.2, TABLE 6.2(A), AND
 TABLE 6.2(B).
 7.2.1.2 ENCLOSED SPACES CLASSIFIED AS EXPLOSION HAZARD
 AREAS UNDER THIS DOCUMENT SHALL BE PHYSICALLY SEPARATED
 FROM ALL UNCLASSIFIED ENCLOSURES.
 7.2.1.3 IN ADDITION TO THE FIRE PROTECTION SPECIFIED IN
 CHAPTER 8, BUILDINGS, STRUCTURES, AND PROCESS ELEMENTS,
 UNDER SOME CONDITIONS, SHALL BE PROVIDED WITH
 AUTOMATIC-EXTINGUISHING SYSTEMS IN ACCORDANCE WITH THIS
 CHAPTER.
  
  
 7.4 COMBUSTIBLE GAS DETECTION.
 7.4.1* COMBUSTIBLE GAS DETECTORS SHALL BE LOCATED IN
 ACCORDANCE WITH TABLE 4.2, TABLE 5.2, AND TABLE 6.2(A).
 7.4.2* THE SELECTION OF COMBUSTIBLE GAS DETECTOR TYPES
 AND THEIR PLACEMENT SHALL BE DETERMINED BY A QUALIFIED
 PERSON AS DEFINED BY NFPA 70.
  
  
 7.5 VENTILATION MONITORING AND SIGNALING SYSTEMS.
 7.5.1 ALL CONTINUOUS VENTILATION SYSTEMS THAT ARE USED
 TO DOWNGRADE THE CLASSIFICATION OF A SPACE SHALL BE
 FITTED WITH FLOW DETECTION DEVICES CONNECTED TO ALARM
 SIGNALING SYSTEMS TO INDICATE VENTILATION SYSTEM
 FAILURE TO PROVIDE THE REQUIRED AIR CHANGES.
 7.5.2 LOCAL AND REMOTE ALARMS FOR BOTH VENTILATION
 SYSTEM FAILURE AND COMBUSTIBLE GAS DETECTION SHALL BE
 PROVIDED FOR ALL HAZARDOUS AREAS CLASSIFIED IN
 ACCORDANCE WITH THE FOLLOWING:
 (1) ARTICLE 500 OF NFPA 70
 (2) THE REQUIREMENTS OF CHAPTERS 4, 5, AND 6 FOR
 PRESSURIZATION OF SPACES
 (3) CHAPTER 7 AND NFPA 496
 7.5.3* THE ALARMS REQUIRED IN 7.5.2 SHALL BE DISPLAYED
 IN ACCORDANCE WITH TABLE 7.5.3.
  
 7.7.2 LIGHTNING PROTECTION. LIGHTNING PROTECTION SHALL
 BE PROVIDED IN ACCORDANCE WITH NFPA 780.
  
 CHAPTER 9 VENTILATION
 9.1 GENERAL.
 9.1.1 REQUIREMENT APPLICATIONS.
 9.1.1.1 THE MINIMUM CRITERIA FOR VENTILATION FOR
 PROTECTION AGAINST FIRE AND EXPLOSION OF WASTEWATER
 TREATMENT AND PUMPING FACILITIES SHALL BE IN ACCORDANCE
 WITH CHAPTERS 6, 7, AND 8 FOR THE DESIGNATED ELECTRICAL
 CLASSIFICATIONS.
  
 9.1.1.2 WHERE THIS STANDARD REQUIRES CERTAIN
 VENTILATION PRACTICES, THEY ARE INTENDED TO MINIMIZE
 FIRE AND EXPLOSION HAZARDS; THESE VENTILATION STANDARDS
 SHALL NOT BE CONSIDERED TO APPLY TO THE PROTECTION OF
 PERSONNEL FROM THE TOXIC EFFECTS OF
 EXPOSURE TO GASES PRESENT OR THE DEPLETION OF OXYGEN.
 9.1.1.3 THIS CHAPTER SHALL BE LIMITED TO THE
 VENTILATION OF ENCLOSED WASTEWATER PUMPING AND
 PROCESS-RELATED AREAS AND DOES NOT ESTABLISH CRITERIA
 APPLICABLE TO SPACES DEVOTED TO ADMINISTRATIVE AREAS,
 LABORATORIES, OR OTHER ANCILLARY SPACES.
 CAUTION: BECAUSE OF THE UNPREDICTABLE NATURE OF
 MATERIALS AND EVENTS ENCOUNTERED IN THE OPERATION OF
 WASTEWATER SYSTEMS, THE VENTILATION CRITERIA
 ESTABLISHED IN THIS STANDARD MIGHT NOT BE ADEQUATE FOR
 PROTECTION AGAINST ALL HAZARDS THAT MIGHT BE
 ENCOUNTERED.
 9.1.1.4 VENTILATION CRITERIA NOT ADDRESSED BY CHAPTERS
 4, 5, AND 6 SHALL MEET THE REQUIREMENTS OF TABLE
 9.1.1.4.
 9.1.1.5 THIS CHAPTER SHALL NOT APPLY TO AT-GRADE OR
 ABOVEGRADE UNROOFED STRUCTURES LESS THAN 0.6 M (2 FT)
 DEEP OR 0.6 M (2 FT) TO THE IN-SERVICE WATERLINE OR TO
 AT-GRADE OR ABOVEGRADE ROOFED STRUCTURES WHERE THE
 FOLLOWING APPLIES:
 (1) THE ROOF IS AT LEAST 3M(10 FT) ABOVE SURROUNDING
 FINISHED GRADE.
 (2) THE STRUCTURE IS OPEN ON AT LEAST THREE SIDES.
  
 10.2 MANAGEMENT POLICY AND DIRECTION.
 10.2.1* MANAGEMENT SHALL ESTABLISH A POLICY AND
 INSTITUTE A FIRE PREVENTION AND PROTECTION PROGRAM AT
 EACH FACILITY.
 10.2.2 COMBUSTIBLE MATERIALS SHALL NOT BE STORED IN
 AREAS USED FOR THE STORAGE OF TOXIC OR REACTIVE
 CHEMICALS.
 10.3* FIRE RISK EVALUATION. A COMPLETE FIRE RISK
 EVALUATION SHALL BE PERFORMED DURING THE INITIAL DESIGN
 PROCESS.
 10.4 FIRE PREVENTION PROGRAM. EACH PLANT SHALL
 ESTABLISH A FIRE PREVENTION PROGRAM THAT INCLUDES ALL
 OF THE FOLLOWING ITEMS:
 (1) FIRE SAFETY INFORMATION FOR ALL EMPLOYEES AND
 CONTRACTORS THAT INCLUDES, AS A MINIMUM, THE FOLLOWING:
 (A) FAMILIARIZATION WITH FIRE PROTECTION EQUIPMENT AND
 PROCEDURES
 (B) PLANT EMERGENCY ALARMS AND PROCEDURES
 (C) PROCEDURES FOR REPORTING A FIRE
 (2) DOCUMENTED PLANT INSPECTIONS, INCLUDING PROVISIONS
 FOR HANDLING REMEDIAL ACTIONS TO CORRECT CONDITIONS
 THAT INCREASE FIRE HAZARDS
 (3) DESCRIPTION OF THE GENERAL HOUSEKEEPING PROCEDURES
 AND THE CONTROL OF TRANSIENT COMBUSTIBLES, INCLUDING
 CONTROL OF SUCH MATERIALS STORED IN AREAS CONTAINING
 TOXIC OR REACTIVE CHEMICALS
  
  
  
  
 4) WHEN RESUBMITTING, PLEASE PROVIDE PLAN SHEET
 REVISION CLOUDS OR NUMBERED NARRATIVE RESPONSES TO THE
 ABOVE.
  
  
  
 5) 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 3 Status N Date 2018-03-13 Cont ID  
Sent By gjohnson Date 2018-03-13 Time 09:20 Rev Time 0.00
Received By gjohnson Date 2018-02-09 Time 09:40 Sent To  
Notes
2018-02-13 09:40:40C36
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2017-11-16 Cont ID  
Sent By cpuell Date 2017-11-16 Time 14:25 Rev Time 0.00
Received By cpuell Date 2017-10-16 Time 12:58 Sent To  
Notes
2017-10-17 12:58:56C36
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2017-08-28 Cont ID  
Sent By jroach Date 2017-08-28 Time 14:48 Rev Time 0.00
Received By jroach Date 2017-07-26 Time 09:00 Sent To  
Notes
2017-07-27 09:00:20C35
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status N Date 2017-08-18 Cont ID  
Sent By jwitmer Date 2017-08-18 Time 15:58 Rev Time 0.00
Received By jwitmer Date 2017-08-18 Time 07:44 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2018-03-05 Cont ID  
Sent By ccole Date 2018-03-05 Time 16:34 Rev Time 0.00
Received By ccole Date 2018-03-05 Time 14:32 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2017-11-07 Cont ID  
Sent By ccole Date 2017-11-07 Time 15:29 Rev Time 0.00
Received By ccole Date 2017-11-07 Time 15:29 Sent To  
Notes
2017-11-07 15:40:192ND REVIEW FBC-2014 MECHANICAL
 PERMIT #17071006
 11/7/17
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) 2ND REQUEST FOR WIND LOAD ENGINEERING FOR TIE DOWN
 OF ALL NEWLY INSTALLED TANKS, PUIMPS, ETC. - SEE SHEETS
 M-PWS-34, 55, & 80.
  
 2) PROVIDE VENTING PLANS FOR THE NEW SODIUM
 HYPOCHLORITE TANKS, AND SUBMIT PAGE 79 OF THE
 POLYPROCESSING TANK SPECS WHICH IS MISSING FROM THE
 SUBMITTAL.
  
 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 2017-08-25 Cont ID  
Sent By ccole Date 2017-08-25 Time 12:18 Rev Time 0.00
Received By ccole Date 2017-08-25 Time 12:07 Sent To  
Notes
2017-08-25 12:33:171ST REVIEW FBC-2014 MECHANICAL
 PERMIT #17071006
 8/25/17
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) SHEET M=PWS-80: MECHANICAL VENTILATION IS REQUIRED
 FOR THE CHEMICAL STORAGE VAULTS- SECTION 414.3 FBC-14
 BUILDING, AND SECTION 502.9.2 FBC-14 MECHANICAL.
  
 2) M-PWS-34: PROVIDE WIND LOAD ENGINEERING FOR
 ANCHORING AND TIE DOWN OF THE HYDROPNEUMATIC TANK, THE
 AIR COMPRESSOR, AND THE PUMPS- SECTION 301.15.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
Review Stop P PLUMBING
Rev No 3 Status P Date 2018-03-13 Cont ID  
Sent By gjohnson Date 2018-03-13 Time 09:19 Rev Time 0.00
Received By gjohnson Date 2018-03-13 Time 09:19 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status F Date 2017-11-16 Cont ID  
Sent By gjohnson Date 2017-11-16 Time 09:51 Rev Time 0.00
Received By gjohnson Date 2017-11-16 Time 09:51 Sent To  
Notes
2017-11-16 09:55:312ND REVIEW: FBC 2014 5TH EDITION
  
 PLUMBING COMMENTS: NOT COMPLIED
  
 PREVIOUS COMMENT 1. SHT. G-PWS-30/ C-PWS-03/ M-PWS-70 A
 BACKFLOW IS REQUIRED ON THE EMERGENCY POTABLE WATER
 SUPPLY. PER FBC PL 608.1
 PLEASE PROVIDE DETAIL ON THE PLAN SHOWING AIR GAP PER
 RESPONSE LETTER OR PROVIDE NOTE ON PLAN. FOR ALL
 POTABLE WATER CONNECTIONS TO BE PROTECTED.
  
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT
 CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID
 THE PREVIOUSLY REVIEWED SHEETS.
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
  561-805-6711
 [email protected]
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2017-08-24 Cont ID  
Sent By gjohnson Date 2017-08-24 Time 13:50 Rev Time 0.00
Received By gjohnson Date 2017-08-24 Time 13:50 Sent To  
Notes
2017-08-24 14:26:441ST REVIEW: FBC 2014 5TH EDITION
  
 PLUMBING COMMENTS:
  
 1. SHT. G-PWS-30/ C-PWS-03/ M-PWS-70 A BACKFLOW IS
 REQUIRED ON THE EMERGENCY POTABLE WATER SUPPLY. PER FBC
 PL 608.1
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT
 CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID
 THE PREVIOUSLY REVIEWED SHEETS.
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
  561-805-6711
 [email protected]
  
Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS
Rev No 2 Status F Date 2018-02-26 Cont ID  
Sent By jwitmer Date 2018-02-26 Time 08:08 Rev Time 0.00
Received By jwitmer Date 2018-02-26 Time 07:47 Sent To  
Notes
2018-02-26 08:07:47THIS IS NOT A THRESHOLD BUILDING. IT IS A RESIDENT
 INSPECTOR.
 2014 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 17071006
 ADD: 4375 EASLEY DR. / EAST CENTRAL WATER RECLAMATION
 FACILITY
 PROCESS WATER SYSTEM PROJECT
 CONT: TBD/ TO BE DETERMINED
 TEL: 561-835-7406
 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.
  
 3RD REVIEW
 DATE: MON. FEB.26/2018
 ACTION: DENIED
  
 RESIDENT INSPECTOR REQUIRED. (3) SETS OF PLANS ONLY (2)
 SETS SUBMITTED. 2/26/2018
 2014 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION, 110.3.9 OTHER
 INSPECTIONS SERVICES. THE BUILDING OFFICIAL MAY MAKE,
 OR CAUSE TO BE MADE BY OTHERS, THE INSPECTIONS REQUIRED
 BY SECTION 109. HE/SHE MAY ACCEPT REPORTS OF INSPECTORS
 OF RECOGNIZED INSPECTION SERVICES, PROVIDED THAT AFTER
 INVESTIGATION HE/SHE IS SATISFIED AS TO THEIR
 QUALIFICATIONS AND RELIABILITY. A CERTIFICATE CALLED
 FOR BY ANY PROVISION OF THE TECHNICAL CODES SHALL NOT
 BE BASED ON SUCH REPORTS UNLESS THE SAME ARE IN WRITING
 AND CERTIFIED BY A RESPONSIBLE OFFICER OF SUCH SERVICE.
 THE BUILDING OFFICIAL MAY REQUIRE THE OWNER TO EMPLOY
 AN INSPECTION SERVICE IN THE FOLLOWING INSTANCES:
  
 1. FOR BUILDINGS OR ADDITIONS OF TYPE I OR II
 CONSTRUCTION
 2. FOR ALL MAJOR STRUCTURAL ALTERATIONS
 3. WHERE THE CONCRETE DESIGN IS BASED ON COMPRESSIVE
 STRENGTH (F ?C) IN EXCESS OF 3000
 POUNDS PER SQUARE INCH
 4. FOR PILE DRIVING
 7. FOR BUILDINGS AND STRUCTURES OF UNUSUAL DESIGN OR
 METHODS OF CONSTRUCTION
  
 1A) 3RD REQUEST. RESIDENT INSPECTOR FORMS MUST BE
 SIGNED BY ALL PARTIES NOTARIZED AND RETURNED TO THE
 BUILDING DEPARTMENT BEFORE PERMIT ISSUANCE.
 FORMS E-MAILED TO: [email protected] 08/18/2017 03:55
 PM.
  
 1B) 3RD REQUEST. NO ENGINEERING INTERNS. FOR THE
 RESIDENT 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 SCHEDULED.
  
 1C) 3D R REQUEST. THE CONTRACTOR WILL PRODUCE A JOB
 SUMMARY OR HISTORY FOR THIS TYPE OF CONSTRUCTION.
  
 1D) 3RD REQUEST. NOTE 2 PAPER SETS OF PLANS WERE
 SUBMITTED.
  
 1E) BUILDING PROVISO: 2014 WEST PALM BEACH AMENDMENTS
 TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION, 110.3.9 AND GUIDELINES AND POLICIES FOR
 PROJECTS CONCERNING RESIDENT INSPECTORS. COMMENT # 14.
 3 COPIES OF ALL SHOP DRAWINGS (HANDRAILS, PRECAST JOINT
 AND SLABS, PRODUCT APPROVALS, TRUSSES, BAR JOIST, ETC.)
 MUST BE SUBMITTED TO THE BUILDING DEPARTMENT. TWO
 REVIEWED SETS OF DOCUMENTS WILL BE RETURNED TO THE JOB
 SITE BEFORE ANY OF THE ABOVE ARE INSTALLED ON THE JOB.
  
 1F) BUILDING PROVISO: PLEASE CALL THE CITY OF WEST PALM
 BEACHS AUTOMATED TELEPHONE INSPECTIONS LINE (561)
 805-6700) FOR IN-PROGRESS INSPECTIONS FOR AUDITING OF
 JOBSITE INSPECTIONS.
  
 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 THRESHOLD THRESHOLD INSPECTOR DOCUMENTS
Rev No 1 Status F Date 2017-11-01 Cont ID  
Sent By jwitmer Date 2017-11-01 Time 14:18 Rev Time 0.00
Received By jwitmer Date 2017-11-01 Time 14:18 Sent To  
Notes
2017-11-01 14:19:35THIS IS NOT A THRESHOLD BUILDING. IT IS A RESIDENT
 INSPECTOR.
 2014 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 17071006
 ADD: 4375 EASLEY DR. / EAST CENTRAL WATER RECLAMATION
 FACILITY
 PROCESS WATER SYSTEM PROJECT
 CONT: TBD/ TO BE DETERMINED
 TEL: 561-835-7406
 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.
  
 2ND REVIEW
 DATE: MON. OCT.30/2017
 ACTION: DENIED
  
 RESIDENT INSPECTOR REQUIRED. (3) SETS OF PLANS.
 2014 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION, 110.3.9 OTHER
 INSPECTIONS SERVICES. THE BUILDING OFFICIAL MAY MAKE,
 OR CAUSE TO BE MADE BY OTHERS, THE INSPECTIONS REQUIRED
 BY SECTION 109. HE/SHE MAY ACCEPT REPORTS OF INSPECTORS
 OF RECOGNIZED INSPECTION SERVICES, PROVIDED THAT AFTER
 INVESTIGATION HE/SHE IS SATISFIED AS TO THEIR
 QUALIFICATIONS AND RELIABILITY. A CERTIFICATE CALLED
 FOR BY ANY PROVISION OF THE TECHNICAL CODES SHALL NOT
 BE BASED ON SUCH REPORTS UNLESS THE SAME ARE IN WRITING
 AND CERTIFIED BY A RESPONSIBLE OFFICER OF SUCH SERVICE.
 THE BUILDING OFFICIAL MAY REQUIRE THE OWNER TO EMPLOY
 AN INSPECTION SERVICE IN THE FOLLOWING INSTANCES:
  
 1. FOR BUILDINGS OR ADDITIONS OF TYPE I OR II
 CONSTRUCTION
 2. FOR ALL MAJOR STRUCTURAL ALTERATIONS
 3. WHERE THE CONCRETE DESIGN IS BASED ON COMPRESSIVE
 STRENGTH (F ?C) IN EXCESS OF 3000
 POUNDS PER SQUARE INCH
 4. FOR PILE DRIVING
 7. FOR BUILDINGS AND STRUCTURES OF UNUSUAL DESIGN OR
 METHODS OF CONSTRUCTION
  
 1A) 2ND REQUEST. RESIDENT INSPECTOR FORMS MUST BE
 SIGNED BY ALL PARTIES NOTARIZED AND RETURNED TO THE
 BUILDING DEPARTMENT BEFORE PERMIT ISSUANCE.
 FORMS E-MAILED TO: [email protected] 08/18/2017 03:55
 PM.
  
 1B) 2ND REQUEST. FOR THE RESIDENT 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 SCHEDULED.
  
 1C) 2ND R REQUEST. THE CONTRACTOR WILL PRODUCE A JOB
 SUMMARY OR HISTORY FOR THIS TYPE OF CONSTRUCTION.
  
 1D) COMPLETED. NOTE FOR PAPER PLANS 3 SETS OF DOCUMENTS
 ARE REQUIRED.
  
 1E) BUILDING PROVISO: 2014 WEST PALM BEACH AMENDMENTS
 TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION, 110.3.9 AND GUIDELINES AND POLICIES FOR
 PROJECTS CONCERNING RESIDENT INSPECTORS. COMMENT # 14.
 3 COPIES OF ALL SHOP DRAWINGS (HANDRAILS, PRECAST JOINT
 AND SLABS, PRODUCT APPROVALS, TRUSSES, BAR JOIST, ETC.)
 MUST BE SUBMITTED TO THE BUILDING DEPARTMENT. TWO
 REVIEWED SETS OF DOCUMENTS WILL BE RETURNED TO THE JOB
 SITE BEFORE ANY OF THE ABOVE ARE INSTALLED ON THE JOB.
  
 1F) BUILDING PROVISO: PLEASE CALL THE CITY OF WEST PALM
 BEACHS AUTOMATED TELEPHONE INSPECTIONS LINE (561)
 805-6700) FOR IN-PROGRESS INSPECTIONS FOR AUDITING OF
 JOBSITE INSPECTIONS.
  
 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 Z ZONING
Rev No 2 Status P Date 2017-11-16 Cont ID  
Sent By jroach Date 2017-11-16 Time 10:29 Rev Time 0.00
Received By jroach Date 2017-11-16 Time 10:29 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status P Date 2017-08-28 Cont ID  
Sent By jroach Date 2017-08-28 Time 14:48 Rev Time 0.00
Received By jroach Date 2017-08-28 Time 14:48 Sent To  
Notes
***NONE***


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