Plan Review Details - Permit 13121042
Plan Review Stops For Permit 13121042
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2014-02-23 Cont ID  
Sent By jwitmer Date 2014-02-23 Time 10:45 Rev Time 0.00
Received By jwitmer Date 2014-02-23 Time 09:45 Sent To  
Notes
2014-02-23 11:05:11BUILDING PLAN REVIEW
 PERMIT:13121042
 ADD: 600 OKEECHOBEE BLVD.
 EARTHWORK & FOUNDATION PERMIT
 P. B. CONVENTION CENTER HILTON HOTEL
 CONT: COASTAL CONSTRUCTION
 E;MAIL : NO CONTACT INFORMATION GIVEN
 TEL: (561) 630-3770
  
 2010 FLORIDA BUILDING CODE W
 * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.
  
 2010 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: SUN. FEB. 23/ 2014
 ACTION: PASSED/ PROVISO
 2010 CHAPTER 1 ADMINISTRATIVE CODE 105.13.
 SPECIAL PHASED PERMIT APPROVAL
  
 AFTER SUBMITTAL OF THE APPROPRIATE CONSTRUCTION
 DOCUMENTS, THE BUILDING OFFICIAL IS AUTHORIZED TO ISSUE
 A PERMIT FOR THE CONSTRUCTION OF FOUNDATIONS OF A
 BUILDING OR STRUCTURE BEFORE THE CONSTRUCTION DOCUMENTS
 FOR THE WHOLE BUILDING OR STRUCTURE HAVE BEEN
 SUBMITTED. THE HOLDER OF SUCH PERMIT FOR THE FOUNDATION
 OR OTHER PARTS OF A BUILDING OR STRUCTURE SHALL PROCEED
 AT THE HOLDER'S OWN RISK WITH THE BUILDING OPERATION
 AND WITHOUT ASSURANCE THAT A
 PERMIT FOR THE ENTIRE STRUCTURE WILL BE GRANTED.
 CORRECTIONS MAY BE REQUIRED TO MEET THE REQUIREMENTS OF
 THE TECHNICAL CODES. THIS PROVISION IS ONLY FOR THE
 FLORIDA BUILDING CODE, ALL OTHER AGENCY APPROVALS
 NECESSARY FOR CONSTRUCTION MUST BE SECURED PRIOR TO
 THIS PROVISION BEING APPLIED.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
 DEVELOPMENT SERVICES HOME PAGE
 HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP
  
 PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS
 LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS
 REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO
 THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE
 THEREFORE SUBJECT TO PUBLIC DISCLOSURE.
  
 MEMBER OF BOAF: BUILDING OFFICIALS ASSOCIATION OF
 FLORIDA SAVING LIVES AND PROPERTY SINCE 1953
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2014-01-11 Cont ID  
Sent By jwitmer Date 2014-01-11 Time 13:55 Rev Time 0.00
Received By jwitmer Date 2014-01-07 Time 10:30 Sent To  
Notes
2014-01-11 11:42:39BUILDING PLAN REVIEW
 PERMIT:13121042
 ADD: 600 OKEECHOBEE BLVD.
 EARTHWORK & FOUNDATION PERMIT
 P. B. CONVENTION CENTER HILTON HOTEL
 CONT: COASTAL CONSTRUCTION
 E;MAIL : NO CONTACT INFORMATION GIVEN
 TEL: (561) 630-3770
  
 2010 FLORIDA BUILDING CODE W
 * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.
  
 2010 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: SAT. JAN. 11/ 2014
 ACTION: DENIED
  
 COASTAL CONSTRUCTION: THE TELEPHONE NUMBER WE ON FILE
 FOR BUSINESS IS NON-WORKING NUMBER. WE ALSO DO NOT HAVE
 A E-MAIL ADDRESS TO BE ABLE TO SEND REQUIRED FORMS AND
 INFORMATION DURING THE LIFR OF THIS PROJECT.
  
 NOTE: THRESHOLD INSPECTION PLAN FL S. S. 553.71(7) "
 THRESHOLD BUILDING" MEANING ANY BUILDING WHICH IS
 GREATER THAN (3) STORIES OR 50 FT IN HEIGHT, OR WHICH
 HAS AN ASSEMBLY OCCUPANCY CLASSIFICATION AS DENIED IN
 THE
 FLORIDA BUILDING CODE WHICH EXCEEDS 5,000 SQ FT IN AREA
 AND AN OCCUPANT CONTENT OF GREATER THAN 500 PERSONS.
  
 1A) COMPLETED. WRITTEN THRESHOLD INSPECTION PLAN.
 S-0.02 109.3.6.1 THE ENFORCING AGENCY SHALL REQUIRE A
 SPECIAL INSPECTOR TO PERFORM STRUCTURAL INSPECTIONS ON
 A THRESHOLD BUILDING PURSUANT TO A WRITTEN STRUCTURAL
 INSPECTION PLAN PREPARED BY THE ENGINEER OF RECORD. THE
 STRUCTURAL INSPECTION PLAN MUST BE SUBMITTED TO THE
 ENFORCING AGENCY PRIOR TO THE ISSUANCE OF A BUILDING
 PERMIT FOR THE CONSTRUCTION OF A THRESHOLD BUILDING.
 THE PURPOSE OF THE STRUCTURAL INSPECTION PLAN IS TO
 PROVIDE SPECIFIC INSPECTION PROCEDURES AND SCHEDULES SO
 THAT THE BUILDING CAN BE ADEQUATELY INSPECTED FOR
 COMPLIANCE WITH THE PERMITTED DOCUMENTS.
  
 1B) THRESHOLD BLDG, REQUIRED STATEMENT:
 W.P.B. AMENDMENT 109.3.6.4.4 ALL PLANS FOR THE BUILDING
 WHICH ARE REQUIRED TO BE SIGNED AND SEALED BY THE
 ARCHITECT OR ENGINEER OF RECORD CONTAIN A STATEMENT
 THAT, TO THE BEST OF THE ARCHITECT'S PR ENGINEER'S
 KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE
 APPLICABLE FIRE-SAFETY STANDARDS AS DETERMINED BY THE
 LOCAL AUTHORITY IN
 ACCORDANCE WITH THIS SECTION AND 633 FLORIDA STATUTE.
  
 1C) THRESHOLD INSPECTOR: WPB AMENDMENT 109.3.6.2 W.P.B.
 CONSTRUCTION SERVICES DEPARTMENT REQUEST FOR THRESHOLD
 BUILDINGS A SPECIAL INSPECTOR AS REQUIRED BY FL S S
 553.79(5) FLORIDA STATUTES TO THE MINIMUM INSPECTIONS
 REQUIRED BY THIS CODE. CONTACT KEN CONRAD MANAGER OF
 THE SPECIAL INSPECTOR PROGRAM AT (561)805-6666 FOR
 FURTHER INFORMATION BEFORE THE PERMIT MAY BE ISSUED.
 1C)(1) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR
 HISTORY FOR THIS TYPE OF CONSTRUCTION.
 THIS MAY BE SUBMITTED TO KEN CONRAD BY E-MAIL. KEN
 CONRAD: [email protected], TEL: 561-805-6715
  
 1C)(2) FOR THE SPECIAL INSPECTOR PLEASE PROVIDE A
 RESUME' OF INSPECTION EXPERIENCE ON PREVIOUS PROJECT.
 THE RESUME' MUST BE ACCOMPANIED BY ALL CERTIFICATES AS
 SPECIFIED HEREIN. THE BUILDING OFFICIAL OR HIS DESIGNEE
 WILL REVIEW THE RESUME'. AFTER THE RESUME' IS REVIEWED,
 AN INTERVIEW WILL BE SCHEDULED. UNDER NO CIRCUMSTANCES
 WILL AN INSPECTOR BE INTERVIEWED FOR WORK WITHOUT FIRST
 MEETING THE ABOVE CRITERIA.
 CONTACT KEN CONRAD
 TEL: 561-805-6666
 E-MAIL: [email protected]
  
 1D) 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.
  
 2) * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
 110.7 IMPACT OF CONSTRUCTION. ALL CONSTRUCTION ACTIVITY
 REGULATED BY THIS CODE SHALL BE PERFORMED IN A MANNER
 SO AS NOT TO ADVERSELY IMPACT THE CONDITION OF ADJACENT
 PROPERTY, UNLESS SUCH ACTIVITY IS PERMITTED TO AFFECT
 SAID PROPERTY PURSUANT TO A CONSENT GRANTED BY THE
 APPLICABLE PROPERTY OWNER, UNDER TERMS OR CONDITIONS
 AGREEABLE TO THE APPLICABLE PROPERTY OWNER. THIS
 INCLUDES, BUT IS NOT LIMITED TO, THE CONTROL OF DUST,
 NOISE, WATER OR DRAINAGE RUN-OFFS, DEBRIS, AND THE
 STORAGE OF CONSTRUCTION MATERIALS. NEW CONSTRUCTION
 ACTIVITY SHALL NOT ADVERSELY IMPACT LEGAL HISTORIC
 SURFACE WATER DRAINAGE FLOWS SERVING ADJACENT
 PROPERTIES, AND MAY REQUIRE SPECIAL DRAINAGE DESIGN
 COMPLYING WITH ENGINEERING STANDARDS TO PRESERVE THE
 POSITIVE DRAINAGE PATTERNS OF THE AFFECTED SITES.
 ACCORDINGLY, DEVELOPERS, CONTRACTORS AND OWNERS OF ALL
 NEW RESIDENTIAL DEVELOPMENT, INCLUDING ADDITIONS,
 POOLS, PATIOS, DRIVEWAYS, DECKS OR SIMILAR ITEMS, ON
 EXISTING PROPERTIES RESULTING IN A SIGNIFICANT DECREASE
 OF PERMEABLE LAND AREA ON ANY PARCEL OR HAS ALTERED THE
 DRAINAGE FLOW ON THE DEVELOPED PROPERTY SHALL, AS A
 PERMIT CONDITION, PROVIDE A PROFESSIONALLY PREPARED
 DRAINAGE PLAN CLEARLY INDICATING COMPLIANCE WITH THIS
 PARAGRAPH. UPON COMPLETION OF THE IMPROVEMENT, A
 CERTIFICATION FROM A LICENSED PROFESSIONAL SHALL BE
 SUBMITTED TO THE INSPECTOR IN ORDER TO RECEIVE APPROVAL
 OF THE FINAL INSPECTION.
  
 3) THIS CYCLE OF REVIEW, NO SOILS REPORTS WERE
 UPLOADED. SHEET S0.00 FOUNDATION NOTES 1 & 2 INDICATE A
 SOILS REPORT HAS BEEN COMPLETED AND CONTAINED IN THE
 GEOTECHNICAL ENGINEERING STUDY, CITY PLACE CONVENTION
 CENTER HOTEL-GARAGE BY LANGAN DATED 06/05/13. PLEASE
 PROVIDE REPORT FOR REVIEW, AND RECOMMONDATIONS.
 2010 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.
  
 4) SHEET S1.00 THE POOL EQUIPMENT STRUCTURE HAS A NOTE
 THAR THE FINISH FLOOR SLAB WILL BE AT 10'-8" ABOVE
 NGVD, THE ARCHITECTURAL SHEET A-2.0 INDICATES THE GRADE
 IS APPROXIMATELY 25'-0" NGVD OR OVER 17'-0" DIFFERENCE
 IN ELEVATION AT THE BOTTOM OF THE FOUNDATION THE
 DISTANCE IS 13'-11" FROM THE WEST PROPERTY LINE, PLEASE
 PROVIDE COMPLIANCE WITH 2010 FBC-B 3307.1 PROTECTION OF
 ADJOINING PROPERTY.
  
 5) FOR ALL EXCAVATION AND FILL ON THE JOBSITE HOW AND
 WHERE WILL THE FILL OR SURCHARGE BE STORED AND IN
 COMPLIANCE WITH 3304.1.1 SLOPE LIMITS AND 3304.1.2
 SURCHARGE.
  
 6A) PLEASE PROVIDE COMPLIANCE IN CREATING A SECURE SITE
 AND IN COMPLIANCE WITH3306.1 PROTECTION OF PEDESTRINS.
 3306.5 BARRIERS
 6B) . COMPLY WITH 3306.5 AND 3306.6.
  
 7) PLEASE PROVIDE COMPLIANCE WITH 3305.1 FACILITIES
 REQUIRED. SANITARY FACILITIES SHALL BE PROVIDED DURING
 CONSTRUCTION, REMODELING OR DEMOLITION ACTIVITIES IN
 ACCORDANCE WITH THE FLORIDA BUILDING CODE, PLUMBING.
  
 8) 3309.2 FIRE HAZARDS. THE PROVISIONS OF THIS CODE AND
 THE FLORIDA FIRE PREVENTION CODE SHALL BE STRICTLY
 OBSERVED TO SAFEGUARD AGAINST ALL FIRE HAZARDS
 ATTENDANT UPON CONSTRUCTION OPERATIONS. LOCATION OF
 FIRE EXTINGUISHERS IN ACCORDANCE WITH 906.
  
 9) SHEET S4.03 PROVIDES TYPICAL 16 INCH AUGER CAST PILE
 DETAILS FOR BOTH COMPRESSION AND TENSION PILES THE
 CHARTS SHOW ACTUAL STEEL LENGTH BUT NOT THE ACTUAL
 LENGTH OF THE AUGERED PILE? 107.2.1.3 ADDITIONAL
 INFORMATION IS REQUIRED.
  
 10) COMMENT 01/26/2014. FROM PLUMBING REVIEW. BASEMENT
 ELEVATION DOES NOT INDICATE A REQUIRED SUMP PIT,
 MISSING SIZE OF PIT AND LOCATION REQUIRED TO LIFT
 SANITARY TO NEXT LEVEL SEE PF-1.00 FOR LOCATION.
 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED.
  
 11) COMMENT 01/26/2014 FROM PLUMBING REVIEW. SERVICE
 ELEVATOR (B016) & ELEVATOR MACHINE ROOM (B001) THE
 PLANS DO NOT INDICATE THE TYPE OF ELEVATOR TO BE
 INSTALLED IF HYDROLIC ELEVATORS ARE TO BE INSTALLED
 COMPLIANCE WIH 2010 FBC-B 3004.4 PLUMBING AND
 MECHANICAL SYSTEMS. PLUMBING AND MECHANICAL SYSTEMS
 SHALL NOT BE LOCATED IN AN ELEVATOR SHAFT.
 EXCEPTION: FLOOR DRAINS, SUMPS AND SUMP PUMPS SHALL BE
 PERMITTED AT THE BASE OF THE SHAFT PROVIDED THEY ARE
 INDIRECTLY CONNECTED TO THE PLUMBING SYSTEM.
  
 12) COMMENT 01/26/2014 FROM PLUMBING PLAN REVIEW.
 2010 FBC-B 424.1.6.1.3 SANITARY FACILITY FLOORS.
 FLOORS OF SANITARY FACILITIES SHALL BE CONSTRUCTED OF
 CONCRETE OR OTHER NONABSORBENT MATERIALS, SHALL HAVE A
 SMOOTH, SLIP-RESISTANT FINISH, AND SHALL SLOPE TO FLOOR
 DRAINS. CARPETS, DUCKBOARDS AND FOOTBATHS ARE
 PROHIBITED. THE INTERSECTION BETWEEN THE FLOOR AND
 WALLS SHALL BE COVERED WHERE EITHER FLOOR OR WALL IS
 NOT MADE OF WATERPROOF MATERIALS SUCH AS TILE OR VINYL.
 2010 FBC-P 403.6.3 SANITARY FACILITY FLOORS.
 FLOORS OF SANITARY FACILITIES SHALL BE CONSTRUCTED OF
 CONCRETE OR OTHER NONABSORBENT MATERIALS, SHALL HAVE A
 SMOOTH, SLIP-RESISTANT FINISH, AND SHALL SLOPE TO FLOOR
 DRAINS. CARPETS, DUCKBOARDS AND FOOT-BATHS ARE
 PROHIBITED. THE INTERSECTION BETWEEN THE FLOOR AND
 WALLS SHALL BE COVED WHERE EITHER FLOOR OR WALL IS NOT
 MADE OF WATERPROOF MATERIALS SUCH AS TILE OR VINYL.
  
  
  
  
 13) 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.
  
 14) WHEN RESUBMITTING PLANS PLEASE INDICATE THE
 REVISION & REMOVE & REPLACE ANY PAGES AS NECESSARY. A
 TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW COMMENT
 NUMBER, WITH A DESCRIPTION OF THE REVISION MADE,
 IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE THE
 CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR PERMIT.
 THANK YOU FOR YOUR ANTICIPATED COOPERATION.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
 CONSTRUCTION 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 1 Status P Date 2014-02-04 Cont ID  
Sent By dharvey Date 2014-02-04 Time 11:16 Rev Time 0.00
Received By dharvey Date 2014-02-04 Time 1012 Sent To  
Notes
2014-02-04 11:13:35BY RL
Review Stop ENG ENGINEERING CSD
Rev No 2 Status P Date 2014-03-07 Cont ID  
Sent By Mgonzale Date 2014-03-07 Time   Rev Time 0.50
Received By mgonzale Date 2014-03-07 Time   Sent To I
Notes
2014-03-07 08:37:21NO OBJECTION
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2014-01-27 Cont ID  
Sent By Mgonzale Date 2014-01-27 Time   Rev Time 1.00
Received By mgonzale Date 2014-01-27 Time   Sent To I
Notes
2014-01-27 16:44:03RESPOND TO COMMENTS IN WRITTING.
  
 #1 PLEASE PROVIDE SOILS REPORT:
 EVALUATION OF THE SUBSURFACE: PREDOMINANT SOIL TYPE;
 EXISTENCE OF ANY OBSTRUCTIONS; EXISTENCE AND PERCENTAGE
 OF ORGANIC MATTER.
 ? NATURAL MOISTURE CONTENT
 ? ENGINEERING PROPERTIES: STRENGTH AND COMPRESSIBILITY.
 ? CLASSIFICATION PROPERTIES: MOISTURE-PLASTICITY
 RELATIONSHIP AND GRAIN-SIZE DISTRIBUTION.
 ? GROUND WATER LEVELS
  
 #2 CONCERN OVER VIBRO COMPACTION NEAR CONVENTION
 CENTER. SUPPLY ENGINEER OPINION OF WHAT STRUCTURAL
 IMPACT THIS MAY CAUSE.
  
 #3 HOW WILL SUBSURFACE STRUCTURAL ELEMENTS OF PILINGS
 BE PLACED OR CONTROLLED ALONG THE SOUTH PROPERTY LINE
 SO THAT THEY REMAIN INSIDE YOUR PROPERTY?
  
 MANUEL JULIAN GONZALEZ
 ENGINEERING PROJECT COORDINATOR
 ENGINEERING SERVICES AND PUBLIC WORKS DEPARTMENT
 401 CLEMATIS STREET, 4TH FLOOR
 WEST PALM BEACH, FL 33401
 (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402)
 MAIN PHONE: (561) 822-1200
 DIRECT: (561) 494-1085
 FAX: (561) 494-1116
 MOBILE: (561) 644-7301
 EMAIL: [email protected]
 WWW.WPB.ORG/ENGINEERING
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2014-03-04 Cont ID  
Sent By wjolin Date 2014-03-04 Time 16:09 Rev Time 0.00
Received By wjolin Date 2014-03-04 Time 15:43 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2014-01-15 Cont ID  
Sent By wjolin Date 2014-01-15 Time 15:57 Rev Time 0.00
Received By wjolin Date 2014-01-15 Time 09:42 Sent To  
Notes
2014-01-15 15:57:31600 OKEECHOBEE BOULEVARD
 PERMIT #13121042
 REVIEW COMMENTS - FIRE DEPARTMENT
  
 SHEET C4.01: PROIVDE FIRE LANE SIGNAGE AND PAINTED
 CURBING (RED OR YELLOW) ALONG SOUTH ROSEMARY AVENUE AND
 ALONG THE SOUTHSIDE OF THE HOTEL (ENTRANCE TO
 CONVENTION CENTER PARKING LOT & DROP-OFF LOOP). PER
 SECTION 18.2.3.5.3 (NFPA 1), FIRE LANES SHALL BE MARKED
 WITH FREESTANDING SIGNS READING, ?FIRE LANE - NO
 PARKING BY ORDER OF THE FIRE DEPARTMENT.? SIGNS SHALL
 BE 12? X 18? WITH A WHITE BACKGROUND AND RED LETTERS
 AND SHALL BE A MAXIMUM OF SEVEN FEET IN HEIGHT TO THE
 BOTTOM OF THE SIGN. SIGNS SHALL BE WITHIN SIGHT OF THE
 TRAFFIC FLOW AND BE SPACED A MAXIMUM OF 60 FEET APART.
  
 SHEET C5.01: PER NFPA 14 SECTION 7.12.2, HIGH-RISE
 BUILDINGS SHALL HAVE AT LEAST TWO REMOTELY LOCATED FIRE
 DEPARTMENT CONNECTIONS FOR EACH ZONE.
  
 SHEET C5.02: FIRE LINE PIVS ARE LOCATED WITHIN 40 FEET
 OF THE BUILDING. PER NFPA 24 SECTION 6.2.11 ALL
 CONNECTIONS TO PRIVATE FIRE SERVICE MAINS FOR FIRE
 PROTECTION SYSTEMS SHALL BE ARRANGED IN ACCORDANCE WITH
 ONE OF THE FOLLOWING SO THAT THEY CAN BE ISOLATED:
 (1)A POST INDICATOR VALVE INSTALLED NOT LESS THAN 40
 FEET FROM THE BUILDING.
 (A) FOR BUILDINGS LESS THAN 40 FEET IN HEIGHT, A POST
 INDICATOR VALVE SHALL BE PERMITTED TO BE INSTALLED
 CLOSER THAN 40 FEET BUT AT LEAST AS FAR FROM THE
 BUILDING AS THE HEIGHT OF THE WALL FACING THE POST
 INDICATOR VALVE.
 (2) A WALL POST INDICATOR VALVE
 (3) AN INDICATING VALVE IN A PIT, INSTALLED IN
 ACCORDANCE WITH SECTION 6.4
 (4) A BACKFLOW PREVENTER WITH AT LEAST ONE INDICATING
 VALVE NOT LESS THAN 40 FEET FROM THE BUILDING.
 (A) FOR BUILDINGS LESS THAN 40 FEET IN HEIGHT, A
 BACKFLOW PREVENTER WITH AT LEAST ONE INDICATING VALVE
 SHALL BE PERMITTED TO BE INSTALLED CLOSER THAN 40 FEET
 BUT AT LEAST AS FAR FROM THE BUILDING AS THE HEIGHT OF
 THE WALL FACING THE BACKFLOW PREVENTER.
 (5) CONTROL VALVES INSTALLED IN A FIRE-RATED ROOM
 ACCESSIBLE FROM THE EXTERIOR
 (6) CONTROL VALVES IN A FIRE-RATED STAIR ENCLOSURE
 ACCESSIBLE FROM THE EXTERIOR AS PERMITTED BY THE
 AUTHORITY HAVING JURISDICTION
  
 GENERAL: INDICATE THE ADDRESS OF THE NEW PARKING
 STRUCTURE.
  
 WESLEY JOLIN
 ASSISTANT FIRE MARSHAL
 FIRE INVESTIGATOR & INSPECTOR
 OFFICE OF THE FIRE MARSHAL
 WEST PALM BEACH FIRE RESCUE
 [email protected]
 (561) 805-6730
  
Review Stop G GAS REVIEW
Rev No 2 Status N Date 2014-02-23 Cont ID  
Sent By jwitmer Date 2014-02-23 Time 11:09 Rev Time 0.00
Received By jwitmer Date 2014-02-23 Time 10:50 Sent To  
Notes
2014-02-23 11:06:29FUEL GAS PLAN REVIEW
 PERMIT:13121042
 ADD: 600 OKEECHOBEE BLVD.
 EARTHWORK & FOUNDATION PERMIT
 P. B. CONVENTION CENTER HILTON HOTEL
 CONT: COASTAL CONSTRUCTION
 E;MAIL : NO CONTACT INFORMATION GIVEN
 TEL: (561) 630-3770
  
 2010 FLORIDA BUILDING CODE W
 * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.
  
 2010 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: SUN. FEB. 23/ 2014
 ACTION: PASSED/ PROVISO
 2010 CHAPTER 1 ADMINISTRATIVE CODE 105.13.
 SPECIAL PHASED PERMIT APPROVAL
  
 NO GAS SHOWN ON PLANS AT THIS TIME.
  
 AFTER SUBMITTAL OF THE APPROPRIATE CONSTRUCTION
 DOCUMENTS, THE BUILDING OFFICIAL IS AUTHORIZED TO ISSUE
 A PERMIT FOR THE CONSTRUCTION OF FOUNDATIONS OF A
 BUILDING OR STRUCTURE BEFORE THE CONSTRUCTION DOCUMENTS
 FOR THE WHOLE BUILDING OR STRUCTURE HAVE BEEN
 SUBMITTED. THE HOLDER OF SUCH PERMIT FOR THE FOUNDATION
 OR OTHER PARTS OF A BUILDING OR STRUCTURE SHALL PROCEED
 AT THE HOLDER'S OWN RISK WITH THE BUILDING OPERATION
 AND WITHOUT ASSURANCE THAT A
 PERMIT FOR THE ENTIRE STRUCTURE WILL BE GRANTED.
 CORRECTIONS MAY BE REQUIRED TO MEET THE REQUIREMENTS OF
 THE TECHNICAL CODES. THIS PROVISION IS ONLY FOR THE
 FLORIDA BUILDING CODE, ALL OTHER AGENCY APPROVALS
 NECESSARY FOR CONSTRUCTION MUST BE SECURED PRIOR TO
 THIS PROVISION BEING APPLIED.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
 DEVELOPMENT SERVICES HOME PAGE
 HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP
  
 PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS
 LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS
 REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO
 THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE
 THEREFORE SUBJECT TO PUBLIC DISCLOSURE.
  
 MEMBER OF BOAF: BUILDING OFFICIALS ASSOCIATION OF
 FLORIDA SAVING LIVES AND PROPERTY SINCE 1953
  
  
  
  
Review Stop G GAS REVIEW
Rev No 1 Status F Date 2014-01-26 Cont ID  
Sent By jwitmer Date 2014-01-26 Time 13:07 Rev Time 0.00
Received By jwitmer Date 2014-01-26 Time 13:07 Sent To  
Notes
2014-01-26 13:08:191/26/2014 IN THIS REVIEW THERE ARE NO GAS PLANS TO
 REVIEW.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2014-03-07 Cont ID  
Sent By rregueir Date 2014-03-07 Time 09:16 Rev Time 0.00
Received By rregueir Date 2014-02-18 Time 16:56 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2014-02-18 Cont ID  
Sent By rregueir Date 2014-02-12 Time 13:36 Rev Time 0.00
Received By rregueir Date 2013-12-26 Time 12:00 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status P Date 2014-04-24 Cont ID  
Sent By jwitmer Date 2014-04-24 Time 10:06 Rev Time 0.00
Received By jwitmer Date 2014-02-23 Time 10:24 Sent To  
Notes
2014-02-23 10:28:48PBC IMPACT FEE OFFICE
 RECEIPT NO. 2014-0424-100
 TRACKING NO. MU-2014-044004-0000
 $183,468.57
  
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
 CONSTRUCTION SERVICES HOME PAGE
 HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP
  
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2014-01-11 Cont ID  
Sent By jwitmer Date 2014-01-11 Time 13:41 Rev Time 0.00
Received By jwitmer Date 2014-01-11 Time 13:41 Sent To  
Notes
2014-01-11 13:41:57BEFORE 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 CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
 CONSTRUCTION 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 P PLUMBING
Rev No 2 Status P Date 2014-02-23 Cont ID  
Sent By jwitmer Date 2014-02-23 Time 11:27 Rev Time 0.00
Received By jwitmer Date 2014-02-23 Time 10:49 Sent To  
Notes
2014-02-23 11:05:46PLUMBING PLAN REVIEW
 PERMIT:13121042
 ADD: 600 OKEECHOBEE BLVD.
 EARTHWORK & FOUNDATION PERMIT
 P. B. CONVENTION CENTER HILTON HOTEL
 CONT: COASTAL CONSTRUCTION
 E;MAIL : NO CONTACT INFORMATION GIVEN
 TEL: (561) 630-3770
  
 2010 FLORIDA BUILDING CODE W
 * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.
  
 2010 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: SUN. FEB. 23/ 2014
 ACTION: PASSED/ PROVISO
 2010 CHAPTER 1 ADMINISTRATIVE CODE 105.13.
 SPECIAL PHASED PERMIT APPROVAL
  
 AFTER SUBMITTAL OF THE APPROPRIATE CONSTRUCTION
 DOCUMENTS, THE BUILDING OFFICIAL IS AUTHORIZED TO ISSUE
 A PERMIT FOR THE CONSTRUCTION OF FOUNDATIONS OF A
 BUILDING OR STRUCTURE BEFORE THE CONSTRUCTION DOCUMENTS
 FOR THE WHOLE BUILDING OR STRUCTURE HAVE BEEN
 SUBMITTED. THE HOLDER OF SUCH PERMIT FOR THE FOUNDATION
 OR OTHER PARTS OF A BUILDING OR STRUCTURE SHALL PROCEED
 AT THE HOLDER'S OWN RISK WITH THE BUILDING OPERATION
 AND WITHOUT ASSURANCE THAT A
 PERMIT FOR THE ENTIRE STRUCTURE WILL BE GRANTED.
 CORRECTIONS MAY BE REQUIRED TO MEET THE REQUIREMENTS OF
 THE TECHNICAL CODES. THIS PROVISION IS ONLY FOR THE
 FLORIDA BUILDING CODE, ALL OTHER AGENCY APPROVALS
 NECESSARY FOR CONSTRUCTION MUST BE SECURED PRIOR TO
 THIS PROVISION BEING APPLIED.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
 DEVELOPMENT SERVICES HOME PAGE
 HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP
  
 PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS
 LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS
 REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO
 THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE
 THEREFORE SUBJECT TO PUBLIC DISCLOSURE.
  
 MEMBER OF BOAF: BUILDING OFFICIALS ASSOCIATION OF
 FLORIDA SAVING LIVES AND PROPERTY SINCE 1953
  
  
  
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2014-01-26 Cont ID  
Sent By jwitmer Date 2014-01-26 Time 13:06 Rev Time 0.00
Received By jwitmer Date 2014-01-25 Time 14:30 Sent To  
Notes
2014-01-26 09:10:39PLUMBING PLAN REVIEW
 PERMIT:13121042
 ADD: 600 OKEECHOBEE BLVD.
 EARTHWORK & FOUNDATION PERMIT
 P. B. CONVENTION CENTER HILTON HOTEL
 CONT: COASTAL CONSTRUCTION
 E;MAIL : NO CONTACT INFORMATION GIVEN
 TEL: (561) 630-3770
  
 2010 FLORIDA BUILDING CODE W
 * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.
  
 1ST REVIEW
 DATE: SAT.25/ SUN 26 JAN./ 2014
 ACTION: DENIED
  
 1) SHEET PF-1.00:
 1A)(1) THE MENS & WOMENS RESROOMS B009 & (B???- WOMENS
 NOT LABELED) SHOW THE 4 INCH SANITARY, NOTE NUMBER 4
 INDICATES FROM RESTROOMS, THE NOTE DOESN'T INDICATE IF
 THE WATER CLOSETS ARE TO BE WALL HUNG WITH THE SANITARY
 LINE ABOVE THE SLAB. THE SAME ISSUE WITH THE WASTE AND
 VENTING FOR THE LAVS THE PLANS DO NOT SHOW A WALL IT IS
 BEING ASSUMED THE 4 INCH SANITARY IS ABOVE THE FLOOR
 UNTIL AFTER THE LAVATORIES THEN STARTS TO RUN BENEATH
 THE SLAB.PLEASE PROVIDE ADDITIONAL INFORMATION,
 107.2.1.3 2010 WEST PALM BEACH AMENDMENTS TO THE
 FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010
 EDITION. A ISOMETRIC DRAWING WOULD GREATLY HELP.
 1A)(2) NOT REQUIRED.
  
 1B) IN THE DOMESTIC PUMP ROOM (B002) AND FIRE PUMP ROOM
 (B003) THE PLANS INDICATE THE USE OF 3 INCH FLOOR
 DRAINS THE KEY NOTES DO NOT INDICATE THE INSTALATION OF
 TRAP PRIMERS AS REQUIRED BY 2010 FBC-P 1002.4. WHERE A
 TRAP SEAL IS SUBJECT TO LOSS BY EVAPORATION, A TRAP
 SEAL PRIMER VALVE SHALL BE INSTALLED. TRAP SEAL PRIMER
 VALVES SHALL CONNECT TO THE TRAP AT A POINT ABOVE THE
 LEVEL OF THE TRAP SEAL. A TRAP SEAL PRIMER VALVE SHALL
 CONFORM TO ASSE 1018 OR ASSE 1044.
  
 1C) ACTIVE LINEN STORAGE (B006D) SHOW WHAT APPEARS TO
 BE 3 WASHING MACHINES AND A 3 INCH FLOOR DRAIN IN FRONT
 OF THE CLOTHES WASHING MACHINES. PLEASE CLARIFY
 IF THIS IS TO BE AN EMERGENCY FLOOR DRAIN REQUIRING A
 TRAP SEAL FBC-P 1002.4 OR IF THE INTENT TO HAVE EACH OF
 THE AUTOMATIC CLOTHES WASHERS TO HAVE THEIR OWN
 STNDPIPE OR TO DRAIN INTO A TRENCH DRAIN OR WASTE
 RECEPTOR? SEE FBC-P 406.3.
 1D) NOTE NUMBER ONE INDICATES THE USE OF A SANITARY
 LIFT STATION. THERE ARE NO NOTES ON THIS SHEET NOR ON
 THE FOUNDATION PLANS ABOUT THE REQUIRED SIZE OF THE
 SUMP PIT, NOR AT WHAT ELEVATION THE 4 INCH SANITARY
 LINE WILL ENTER THE PIT PLEASE PROVIDE COMPLIANCE WITH
 FBC-P 712,3,2, THE SIZE LISTED IN THE CODE IS MINIMUM
 SIZE, DEPENDING ON THE DEMAND AND SIZING OF THE SUMP OR
 EJECTOR THIS SIZE WILL GREATLY DIFFER.
  
 1E) SANITARY LIFT STATION NOTE # 1 PLEASE PROVIDE THE
 CAPACITY FOR THE SEWAGE PUMP OR SEWAGE EJECTOR FOR THE
 4 INCH SANITARY LINE. THE FBC-P TABLE 712.4.2 TABLE
 GOES UP TO 46 GPM. 712.4.2 CAPACITY. A SEWAGE PUMP OR
 SEWAGE EJECTOR SHALL HAVE THE CAPACITY AND HEAD FOR THE
 APPLICATION REQUIREMENTS. PUMPS OR EJECTORS THAT
 RECEIVE THE DISCHARGE OF WATER CLOSETS SHALL BE CAPABLE
 OF HANDLING SPHERICAL SOLIDS WITH A DIAMETER OF UP TO
 AND INCLUDING 2 INCHES (51 MM). OTHER PUMPS OR EJECTORS
 SHALL BE CAPABLE OF HANDLING SPHERICAL SOLIDS WITH A
 DIAMETER OF UP TO AND INCLUDING 1 INCH (25.4 MM). THE
 MINIMUM CAPACITY OF A PUMP OR EJECTOR BASED ON THE
 DIAMETER OF THE DISCHARGE PIPE SHALL BE IN ACCORDANCE
 WITH TABLE 712.4.2.
  
 1F) 2010 FBC-P 712.3.5 EJECTOR CONNECTION TO THE
 DRAINAGE SYSTEM.
 PUMPS CONNECTED TO THE DRAINAGE SYSTEM SHALL CONNECT TO
 THE BUILDING SEWER OR SHALL CONNECT TO A WYE FITTING IN
 THE BUILDING DRAIN A MINIMUM OF 10 FEET (3048 MM) FROM
 THE BASE OF ANY SOIL STACK, WASTE STACK OR FIXTURE
 DRAIN. WHERE THE DISCHARGE LINE CONNECTS INTO
 HORIZONTAL DRAINAGE PIPING, THE CONNECTOR SHALL BE MADE
 THROUGH A WYE FITTING INTO THE TOP OF THE DRAINAGE
 PIPING.
  
 1G)(1) SERVICE ELEVATOR (B016) & ELEVATOR MACHINE ROOM
 (B001) THE PLANS DO NOT INDICATE THE TYPE OF ELEVATOR
 TO BE INSTALLED IF HYDROLIC ELEVATORS ARE TO BE
 INSTALLED COMPLIANCE WIH 2010 FBC-B 3004.4 PLUMBING AND
 MECHANICAL SYSTEMS. PLUMBING AND MECHANICAL SYSTEMS
 SHALL NOT BE LOCATED IN AN ELEVATOR SHAFT.
 EXCEPTION: FLOOR DRAINS, SUMPS AND SUMP PUMPS SHALL BE
 PERMITTED AT THE BASE OF THE SHAFT PROVIDED THEY ARE
 INDIRECTLY CONNECTED TO THE PLUMBING SYSTEM.
  
 1G)(2) IF A SUMP & SUMP PIT IS REQUIRED THE DESIGNER
 WILL ALSO NEED TO COMPLY WITH FBC-P 1003.4 OIL
 SEPARATOR OR PROVIDE DOCUMENTATION FOR A OIL & WATER
 SENSING DEVICE WHERE AN APPROVED ALARM SYSTEM IS
 INSTALLED.
  
 1H)(1) THE PLANS INDICATE THIS FLOOR TO BE A BUSINESS
 AND HOUSEKEEPING AREA, AND A ASSOCIATES CAFETERIA, THE
 PLANS DO NOT DECLARE THE TYPE OF OCCUPANCIES NOR
 THE OCCUPANCY LOAD, PLAN REVIEW CAN NOT DETERMINE CODE
 COMPLIANCE WITH 2010 FBC-P TABLE 403.1 FOR WATER
 CLOSETS AND LAVATORIES.
  
 1H)(2) THE PLANS ARE MISSING DRINKING FOUNTAINS
 INACCORDANCE WITH FBC-P TABLE 403.3 NOTE THE 2010 FL
 ACCESSIBILITY CODE SCOPING REQUIREMENT 211 AT A MINIMUM
 WILL REQUIRE A HIGH / LOW FIXTURE.
 1H)(3) THE SERVICE AND STORAGE AREA WILL ALSO NEED TO
 COMPLY WITH 2010 FBC-P TABLE 403.3 FOR A MOP/ SERVICE
 SINK.
  
 2) SHEET PF 1.01:
  
 2A) THIS COMMENT WILL SERVE FOR ALL SHEETS THAT DEAL
 WITH ROOF RAIN LETTERS. 2010 FBC-P 1101.3 PROHIBITED
 DRAINAGE. STORM WATER SHALL NOT BE DRAINED INTO SEWERS
 INTENDED FOR SEWAGE ONLY.
  
 2B) THIS COMMENT WILL SERVE FOR ALL SHEETS THAT DEAL
 WITH ROOF RAIN LETTERS. ROOF DRAINAGE IS SIZED FROM THE
 ROOF TOP AREA INCLUDING 1/2 OF ALL VERTICAL SURFACES.
 UNLESS ROOFS ARE SLOPED TO DRAIN OVER ROOF EDGES,
 DESIGN AND INSTALLATION OF ROOF DRAINAGE SYSTEMS SHALL
 COMPLY WITH SECTION 1503 AND THE FLORIDA BUILDING CODE,
 PLUMBING, CHAPTER 11. SIZING OF THE VERTICAL CONDUCTORS
 AND LEADERS, BUILDING STORM DRAINS, BUILDING STORM
 SEWERS, AND ANY HORIZONTAL BRANCHES OF SUCH DRAINS OR
 SEWERS SHALL BE BASED ON THE 100-YEAR HOURLY RAINFALL
 RATE INDICATED IN FIGURE 1106.1 OR ON OTHER RAINFALL
 RATES DETERMINED FROM APPROVED LOCAL WEATHER DATA. WEST
 PALM BEACH'S 100-YEAR, 1-HOUR RAINFALL IS 4.5 (INCHES).
 PLEASE SIZE ACCORDINGLY PROVIDE ROOF TOP CALCULATIONS
 AND CAPACITY FOR THE VERTICAL CONNECTORS & HORIZONTAL
 STORM DRAINAGE PIPING TABLES 1106.2(1) & TABLE 1106.2.3
 .
  
 2C) THE STORAGE ROOM 126 INDICATES A 6 INCH SANITARY
 BACKWASH LINE FROM THE POOL EQUIPMENT ROOM AT FLOOR
 BELOW, TO SPILL INDIRECTLY TO A 6 INCH HUB DRAIN SHOWN
 AS A SANITARY LINE. THE CITY MUNICIPLE CODE OF WEST
 PALM BEACH SECTION 90-126 PROHIBITATION AND LIMITATION
 OF DISCHARGE (5) SWIMMING POOL AS WELL AS AIR
 CONDITIONING CONDENSATE FROM ENTERING THE SANITARY
 SEWER SYSTEM.
  
 2D) THE RESTROOMS 124 & 125 THAT SERVICE THE POOL AREA
 ARE ALSO MISSING FLOOR DRAINS. FBC-P 403.6.3 SANITARY
 FACILITY FLOORS. FLOORS OF SANITARY FACILITIES SHALL BE
 CONSTRUCTED OF CONCRETE OR OTHER NONABSORBENT
 MATERIALS, SHALL HAVE A SMOOTH, SLIP-RESISTANT FINISH,
 AND SHALL SLOPE TO FLOOR DRAINS. CARPETS, DUCKBOARDS
 AND FOOT-BATHS ARE PROHIBITED. THE INTERSECTION BETWEEN
 THE FLOOR AND WALLS SHALL BE COVED WHERE EITHER FLOOR
 OR WALL IS NOT MADE OF WATERPROOF MATERIALS SUCH AS
 TILE OR VINYL.
  
 2E) THE TOTAL POOL & POOL DECK (A4 OCCUPANCY) ARE NOT
 SHOWN NOR IS THE OCUPANT LOAD COUNT SIZING OF THE
 RESTROOMS CAN NOT BE ESTABLISHED TO CODE COMPLIANCE
 WITH 2010 FBC-P TABLE 403.1.
  
 2F) COMPLIANCE WITH FBC-P TABLE (A4 OCCUPANCY) 403.1
 FOR DRINKING FOUNTAINS HAS NOT BEEN COMPLIED WITH, NOT
 SHOWN ON SANITARY.
  
 2G) COMPLIANCE WITH FBC-P TABLE (A4) 403.1 FOR SERVICE
 SINK/ MOP SINK HAS NOT BEEN COMPLIED WITH, NOT SHOWN ON
 SANITARY.
  
 3) SHEET PF1.02 THIS COMMENT WILL SERVE FOR ALL SHEETS
 THAT DEAL WITH ROOF RAIN LETTERS. ROOF DRAINAGE IS
 SIZED FROM THE ROOF TOP AREA INCLUDING 1/2 OF ALL
 VERTICAL SURFACES. UNLESS ROOFS ARE SLOPED TO DRAIN
 OVER ROOF EDGES, DESIGN AND INSTALLATION OF ROOF
 DRAINAGE SYSTEMS SHALL COMPLY WITH SECTION 1503 AND THE
 FLORIDA BUILDING CODE, PLUMBING, CHAPTER 11. SIZING OF
 THE VERTICAL CONDUCTORS AND LEADERS, BUILDING STORM
 DRAINS, BUILDING STORM SEWERS, AND ANY HORIZONTAL
 BRANCHES OF SUCH DRAINS OR SEWERS SHALL BE BASED ON THE
 100-YEAR HOURLY RAINFALL RATE INDICATED IN FIGURE
 1106.1 OR ON OTHER RAINFALL RATES DETERMINED FROM
 APPROVED LOCAL WEATHER DATA. WEST PALM BEACH'S
 100-YEAR, 1-HOUR RAINFALL IS 4.5 (INCHES). PLEASE SIZE
 ACCORDINGLY PROVIDE ROOF TOP CALCULATIONS AND CAPACITY
 FOR THE VERTICAL CONNECTORS & HORIZONTAL STORM DRAINAGE
 PIPING TABLES 1106.2(1) & TABLE 1106.2.3 .
  
 4) SHEET PF 1.03
 4A) PLEASE IDENTFY ALL PLUMBING FIXTURES & EQUIPMENT
 WITH THE KITCHEN AND BAR AREA TO KNOW WHAT THE
 REQUIREMENTS ARE FOR BOTH THE INDIRECT WASTE
 REQUIREMENTS FOUND IN 802 AND THE REQUIREMENTS FOR
 SIZING REQUIREMENTS FOUND FOR SIZING OF THE GREASE
 INTERCEPTOR IN SECTION 1003.3.4 & TABLE 1003.5.1,
 INCLUDE THE LOADING FACTOR. PLEASE PROVIDE METHOD FOR
 SIZING.
  
 4B) THE PLANS INDICATE IN THE KITCHEN 2 FLOOR DRAINS
 AND A 4 INCH FLOOR SINK BUT IT IS NOT CLEAR AS IF THERE
 IS MORE THAN THE 3 COMPATMENT SINK EMPTYING INTO THE
 FLOOR SINK. THERE APPEARS TO BE AT LEAST ONE HAND SINK
 WITH NO WASTE CONECTED AND THE PLANS DO NOT INDICATE
 ANY AUTOMATIC DISHWASHER, OR SPECIAL CONSIDERATION WITH
 SANITIZATION EQUIPMENT WITH 140 DEGREE DISCHARGE INTO
 THE DRAINAGE SYSTEM. 802.1.2 & 803.1.
  
 4C) THE BAR AREA SHOWS ONLY A 3 INCH FLOOR DRAIN THERE
 IS NO MENTION OF A HUB DRAIN OR FLOOR SINK AS IN THE
 KITCHEN AREA PLEASE PROVIDE COMPLIANCE WITH 802.1.1
 THRU 802.1.8. THE PLANS SHOW NO ICE MAKERS, ICE BENS
 ,,,
  
 4D) THE PLAN SHOWS WHAT APPEARS TO BE EITHER A WALK IN
 FREEZER OR REFRIGARATOR BUT THERE IS NO CONSIDERATION
 FOR A FLOOR DRAIN NOR FOR CONDENSATE. PLEASE SHOW
 COMPLIANCE WITH 802.1..2.
  
 4E) THE PLANS NEED ADDITIONAL INFORMATION FOR RESTROOMS
 106 & 107, ( WOMENS NOT LABELED) SHOW THE 4 INCH
 SANITARY, THE PLANS DO NOT INDICATE IF THE WATER
 CLOSETS ARE TO BE WALL HUNG WITH THE SANITARY LINE
 ABOVE THE SLAB. THE SAME ISSUE WITH THE WASTE AND
 VENTING FOR THE LAVS THE PLANS DO NOT SHOWWHERE THE THE
 SANITARY PLUMBING DROPS BENEATH THE SLAB. PLEASE
 PROVIDE ADDITIONAL INFORMATION, 107.2.1.3 2010 WEST
 PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE,
 CHAPTER 1, ADMINISTRATION, 2010 EDITION. A ISOMETRIC
 DRAWING WOULD GREATLY HELP.
  
 4F) NOT REQUIRED.
  
 5) SHEET PF1.04)
  
 5A) ACROSS FROM THE GANGED RESTROOMS THERE APPEARS TO
 BE A FAMILY/ UNISEX RESTROOM THAT WILL MEET THE
 REQUIREMENTS OF FBC-P 403.5.2. DIRECTLY TO THE LEFT OF
 THIS UNISEX RESTROOM THERE IS A SINGLE TOLIET ROOM WITH
 OUT A LAVATORY, FL ACCESSIBILITY CODE 604.8.1.6
 LAVATORY. IN NEW CONSTRUCTION, THE WHEELCHAIR
 ACCESSIBLE TOILET COMPARTMENT SHALL CONTAIN AN
 ACCESSIBLE LAVATORY WITHIN IT, WHICH MUST BE AT LEAST
 19 INCHES WIDE BY 17 INCHES DEEP, NOMINAL SIZE, AND
 WALL-MOUNTED. THE LAVATORY SHALL BE MOUNTED SO AS NOT
 TO OVERLAP THE CLEAR FLOOR SPACE AREAS REQUIRED BY
 SECTION 604 FOR THE WHEELCHAIR ACCESSIBLE TOILET
 COMPARTMENT AND SHALL COMPLY WITH SECTION 606. SUCH
 LAVATORIES SHALL BE COUNTED AS PART OF THE REQUIRED
 FIXTURE COUNT FOR THE BUILDING. SEE ALSO SECTION
 213.3.4.
 ADVISORY 604.8.1.6 LAVATORY AND 604.8.1.7 WATER CLOSET.
  
 FLORIDA LAW, SECTION 553.504(5), F.S., STIPULATES THAT
 ??REQUIRED BATHING ROOMS AND TOILET ROOMS IN NEW
 CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED?? WITH
 AN ACCESSIBLE LAVATORY IN THE WHEELCHAIR ACCESSIBLE
 COMPARTMENT AND THE WATER CLOSET LOCATED IN A CORNER
 DIAGONAL TO THE DOOR. THE ADA STANDARDS FOR ACCESSIBLE
 DESIGN AND THEREFORE THIS CODE REQUIRE WHEELCHAIR
 ACCESSIBLE COMPARTMENTS IN NEW CONSTRUCTION AND IN
 ALTERATIONS OF EXISTING BUILDINGS TO HAVE SELF CLOSING
 DOORS. WHILE THE FLORIDA LAVATORY REQUIREMENT AND WATER
 CLOSET PLACEMENT APPLY ONLY TO NEW CONSTRUCTION, THEY
 ARE DESIRABLE FOR ALL WHEELCHAIR ACCESSIBLE
 COMPARTMENTS AND SHOULD BE CONSIDERED WHERE FEASIBLE.
  
 5B) WITHIN THE WOMENS RESTROOM (116) THERE ARE MORE
 THAN 6 WATERCLOSETS THAT WILL REQUIRE ONE AMBULATORY
 WATERCLOSET, NOTE THAT THESE STALLS ARE BETWEEN 35-37
 INCHES IN WIDTH IT WILL THROUGH OFF ALL THE LAYOUT OF
 THE WATERCLOSETS IF NOT SHOWN OR NOTED 2010 FL
 ACCESSIBILITY CODE 604.8.1.
  
 5C) SAME COMMENT AS BEFORE PLEASE PROVIDE ADDITIONAL
 INFORMATION AS TO IF THE WATER CLOSTES ARE WALL HUNG
 AND THE SANITARY IS ABOVE THE FLOOR AND PROVIDE A
 ISOMETRIC OF THE SANITARY FOR THIS AREA ALSO INCLUDE
 VENTING FOR THE SANITARY SYSTEM.
  
 5D) NOT REQUIRED.
  
 5E) SAME COMMENT AS BEFORE FOR THE KITCHEN, PLEASE
 IDENTFY ALL PLUMBING FIXTURES & EQUIPMENT WITH THE
 KITCHEN AND BAR AREA TO KNOW WHAT THE REQUIREMENTS ARE
 FOR BOTH THE INDIRECT WASTE REQUIREMENTS FOUND IN 802
 AND THE REQUIREMENTS FOR SIZING REQUIREMENTS FOUND FOR
 SIZING OF THE GREASE INTERCEPTOR IN SECTION 1003.3.4 &
 TABLE 1003.5.1, INCLUDE THE LOADING FACTOR, PLEASE
 PROVIDE METHOD FOR SIZING.
  
 6) 1/26/2014 WITHIN THIS REVIEW THERE ARE NO GAS PLANS
 TO REVIEW.
  
 7) WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION
 & REMOVE & REPLACE ANY PAGES AS NECESSARY. A
 TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW COMMENT
 NUMBER, WITH A DESCRIPTION OF THE REVISION MADE,
 IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE THE
 CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR PERMIT.
 THANK YOU FOR YOUR ANTICIPATED COOPERATION.
  
  
 A THOROUGH REVIEW CAN NOT BE MADE AT THIS TIME, AS A
 RESULT OF THE ADDITIONAL INFORMATION REQUESTED
 ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF
 THIS REVIEW.
  
  
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 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 SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status P Date 2014-04-24 Cont ID  
Sent By skennedy Date 2014-04-24 Time 15:07 Rev Time 0.00
Received By skennedy Date 2014-04-24 Time 15:07 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status F Date 2014-04-24 Cont ID  
Sent By skennedy Date 2014-04-24 Time 10:49 Rev Time 0.00
Received By skennedy Date 2014-04-24 Time 10:49 Sent To  
Notes
2014-04-24 10:50:30EF, PF, AND S PAGES, NEED SIGNATURE REPORTS.
Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS
Rev No 3 Status P Date 2014-04-24 Cont ID  
Sent By jwitmer Date 2014-04-24 Time 10:09 Rev Time 0.00
Received By jwitmer Date 2014-04-24 Time 10:09 Sent To  
Notes
2014-04-24 10:09:57RECEIVED APRIL 14/ 2014
Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS
Rev No 2 Status F Date 2014-02-23 Cont ID  
Sent By jwitmer Date 2014-02-23 Time 10:48 Rev Time 0.00
Received By jwitmer Date 2014-02-24 Time 06:49 Sent To  
Notes
2014-02-23 10:48:21BUILDING PLAN REVIEW
 PERMIT:13121042
 ADD: 600 OKEECHOBEE BLVD.
 EARTHWORK & FOUNDATION PERMIT
 P. B. CONVENTION CENTER HILTON HOTEL
 CONT: COASTAL CONSTRUCTION
 E;MAIL : NO CONTACT INFORMATION GIVEN
 TEL: (561) 630-3770
  
 2010 FLORIDA BUILDING CODE W
 * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.
  
 2010 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: SUN. FEB. 23/ 2014
 ACTION: DENIED
  
 COASTAL CONSTRUCTION: THE TELEPHONE NUMBER WE ON FILE
 FOR BUSINESS IS NON-WORKING NUMBER. WE ALSO DO NOT HAVE
 A E-MAIL ADDRESS TO BE ABLE TO SEND REQUIRED FORMS AND
 INFORMATION DURING THE LIFR OF THIS PROJECT.
  
 NOTE: THRESHOLD INSPECTION PLAN FL S. S. 553.71(7) "
 THRESHOLD BUILDING" MEANING ANY BUILDING WHICH IS
 GREATER THAN (3) STORIES OR 50 FT IN HEIGHT, OR WHICH
 HAS AN ASSEMBLY OCCUPANCY CLASSIFICATION AS DENIED IN
 THE
 FLORIDA BUILDING CODE WHICH EXCEEDS 5,000 SQ FT IN AREA
 AND AN OCCUPANT CONTENT OF GREATER THAN 500 PERSONS.
  
 1A)COMPLIED.
 WRITTEN THRESHOLD INSPECTION PLAN. S-0.02 109.3.6.1 THE
 ENFORCING AGENCY SHALL REQUIRE A SPECIAL INSPECTOR TO
 PERFORM STRUCTURAL INSPECTIONS ON A THRESHOLD BUILDING
 PURSUANT TO A WRITTEN STRUCTURAL INSPECTION PLAN
 PREPARED BY THE ENGINEER OF RECORD. THE STRUCTURAL
 INSPECTION PLAN MUST BE SUBMITTED TO THE ENFORCING
 AGENCY PRIOR TO THE ISSUANCE OF A BUILDING PERMIT FOR
 THE CONSTRUCTION OF A THRESHOLD BUILDING. THE PURPOSE
 OF THE STRUCTURAL INSPECTION PLAN IS TO PROVIDE
 SPECIFIC INSPECTION PROCEDURES AND SCHEDULES SO THAT
 THE BUILDING CAN BE ADEQUATELY INSPECTED FOR COMPLIANCE
 WITH THE PERMITTED DOCUMENTS.
  
 1B) COMPLIED.
 THRESHOLD BLDG, REQUIRED STATEMENT:
 W.P.B. AMENDMENT 109.3.6.4.4 ALL PLANS FOR THE BUILDING
 WHICH ARE REQUIRED TO BE SIGNED AND SEALED BY THE
 ARCHITECT OR ENGINEER OF RECORD CONTAIN A STATEMENT
 THAT, TO THE BEST OF THE ARCHITECT'S PR ENGINEER'S
 KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE
 APPLICABLE FIRE-SAFETY STANDARDS AS DETERMINED BY THE
 LOCAL AUTHORITY IN
 ACCORDANCE WITH THIS SECTION AND 633 FLORIDA STATUTE.
  
 1C) 2ND REQUEST, THRESHOLD INSPECTOR: WPB AMENDMENT
 109.3.6.2 W.P.B. CONSTRUCTION SERVICES DEPARTMENT
 REQUEST FOR THRESHOLD BUILDINGS A SPECIAL INSPECTOR AS
 REQUIRED BY FL S S 553.79(5) FLORIDA STATUTES TO THE
 MINIMUM INSPECTIONS REQUIRED BY THIS CODE. CONTACT KEN
 CONRAD MANAGER OF THE SPECIAL INSPECTOR PROGRAM AT
 (561)805-6666 FOR FURTHER INFORMATION BEFORE THE PERMIT
 MAY BE ISSUED.
 THRESHOLD INSPECTORS ARE REQUIRED TO HAVE THRESHOLD
 INSPECTOR AGREEMENTS SIGNED BY ALL PARTIES AND INTO
 THIS OFFICE REVIEWED AND APPROVED BEFORE A PERMIT CAN
 BE ISSUED.
  
 1C)(1) 2ND REQUEST.
 THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR HISTORY
 FOR THIS TYPE OF CONSTRUCTION.
 THIS MAY BE SUBMITTED TO KEN CONRAD BY E-MAIL. KEN
 CONRAD: [email protected], TEL: 561-805-6715
  
 1C)(2) COMPLIED.
 FOR THE SPECIAL INSPECTOR PLEASE PROVIDE A RESUME' OF
 INSPECTION EXPERIENCE ON PREVIOUS PROJECT. THE RESUME'
 MUST BE ACCOMPANIED BY ALL CERTIFICATES AS SPECIFIED
 HEREIN. THE BUILDING OFFICIAL OR HIS DESIGNEE WILL
 REVIEW THE RESUME'. AFTER THE RESUME' IS REVIEWED, AN
 INTERVIEW WILL BE SCHEDULED. UNDER NO CIRCUMSTANCES
 WILL AN INSPECTOR BE INTERVIEWED FOR WORK WITHOUT FIRST
 MEETING THE ABOVE CRITERIA.
 CONTACT KEN CONRAD
 TEL: 561-805-6666
 E-MAIL: [email protected]
  
 1D) 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.
Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS
Rev No 1 Status F Date 2014-02-23 Cont ID  
Sent By jwitmer Date 2014-01-11 Time 10:31 Rev Time 0.00
Received By jwitmer Date 2014-01-07 Time 10:31 Sent To  
Notes
2014-02-23 10:30:27BUILDING PLAN REVIEW
 PERMIT:13121042
 ADD: 600 OKEECHOBEE BLVD.
 EARTHWORK & FOUNDATION PERMIT
 P. B. CONVENTION CENTER HILTON HOTEL
 CONT: COASTAL CONSTRUCTION
 E;MAIL : NO CONTACT INFORMATION GIVEN
 TEL: (561) 630-3770
  
 2010 FLORIDA BUILDING CODE W
 * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.
  
 2010 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: SAT. JAN. 11/ 2014
 ACTION: DENIED
  
 COASTAL CONSTRUCTION: THE TELEPHONE NUMBER WE ON FILE
 FOR BUSINESS IS NON-WORKING NUMBER. WE ALSO DO NOT HAVE
 A E-MAIL ADDRESS TO BE ABLE TO SEND REQUIRED FORMS AND
 INFORMATION DURING THE LIFR OF THIS PROJECT.
  
 NOTE: THRESHOLD INSPECTION PLAN FL S. S. 553.71(7) "
 THRESHOLD BUILDING" MEANING ANY BUILDING WHICH IS
 GREATER THAN (3) STORIES OR 50 FT IN HEIGHT, OR WHICH
 HAS AN ASSEMBLY OCCUPANCY CLASSIFICATION AS DENIED IN
 THE
 FLORIDA BUILDING CODE WHICH EXCEEDS 5,000 SQ FT IN AREA
 AND AN OCCUPANT CONTENT OF GREATER THAN 500 PERSONS.
  
 1A) COMPLETED. WRITTEN THRESHOLD INSPECTION PLAN.
 S-0.02 109.3.6.1 THE ENFORCING AGENCY SHALL REQUIRE A
 SPECIAL INSPECTOR TO PERFORM STRUCTURAL INSPECTIONS ON
 A THRESHOLD BUILDING PURSUANT TO A WRITTEN STRUCTURAL
 INSPECTION PLAN PREPARED BY THE ENGINEER OF RECORD. THE
 STRUCTURAL INSPECTION PLAN MUST BE SUBMITTED TO THE
 ENFORCING AGENCY PRIOR TO THE ISSUANCE OF A BUILDING
 PERMIT FOR THE CONSTRUCTION OF A THRESHOLD BUILDING.
 THE PURPOSE OF THE STRUCTURAL INSPECTION PLAN IS TO
 PROVIDE SPECIFIC INSPECTION PROCEDURES AND SCHEDULES SO
 THAT THE BUILDING CAN BE ADEQUATELY INSPECTED FOR
 COMPLIANCE WITH THE PERMITTED DOCUMENTS.
  
 1B) THRESHOLD BLDG, REQUIRED STATEMENT:
 W.P.B. AMENDMENT 109.3.6.4.4 ALL PLANS FOR THE BUILDING
 WHICH ARE REQUIRED TO BE SIGNED AND SEALED BY THE
 ARCHITECT OR ENGINEER OF RECORD CONTAIN A STATEMENT
 THAT, TO THE BEST OF THE ARCHITECT'S PR ENGINEER'S
 KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE
 APPLICABLE FIRE-SAFETY STANDARDS AS DETERMINED BY THE
 LOCAL AUTHORITY IN
 ACCORDANCE WITH THIS SECTION AND 633 FLORIDA STATUTE.
  
 1C) THRESHOLD INSPECTOR: WPB AMENDMENT 109.3.6.2 W.P.B.
 CONSTRUCTION SERVICES DEPARTMENT REQUEST FOR THRESHOLD
 BUILDINGS A SPECIAL INSPECTOR AS REQUIRED BY FL S S
 553.79(5) FLORIDA STATUTES TO THE MINIMUM INSPECTIONS
 REQUIRED BY THIS CODE. CONTACT KEN CONRAD MANAGER OF
 THE SPECIAL INSPECTOR PROGRAM AT (561)805-6666 FOR
 FURTHER INFORMATION BEFORE THE PERMIT MAY BE ISSUED.
 1C)(1) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR
 HISTORY FOR THIS TYPE OF CONSTRUCTION.
 THIS MAY BE SUBMITTED TO KEN CONRAD BY E-MAIL. KEN
 CONRAD: [email protected], TEL: 561-805-6715
  
 1C)(2) FOR THE SPECIAL INSPECTOR PLEASE PROVIDE A
 RESUME' OF INSPECTION EXPERIENCE ON PREVIOUS PROJECT.
 THE RESUME' MUST BE ACCOMPANIED BY ALL CERTIFICATES AS
 SPECIFIED HEREIN. THE BUILDING OFFICIAL OR HIS DESIGNEE
 WILL REVIEW THE RESUME'. AFTER THE RESUME' IS REVIEWED,
 AN INTERVIEW WILL BE SCHEDULED. UNDER NO CIRCUMSTANCES
 WILL AN INSPECTOR BE INTERVIEWED FOR WORK WITHOUT FIRST
 MEETING THE ABOVE CRITERIA.
 CONTACT KEN CONRAD
 TEL: 561-805-6666
 E-MAIL: [email protected]
  
 1D) 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.
Review Stop Z ZONING
Rev No 3 Status P Date 2014-02-26 Cont ID  
Sent By eschneid Date 2014-02-26 Time 17:29 Rev Time 0.50
Received By eschneid Date 2014-02-26 Time 17:28 Sent To  
Notes
2014-02-26 17:29:22REQUIRED DOCUMENTS ON FILE WITH THE CITY.
Review Stop Z ZONING
Rev No 2 Status F Date 2014-02-12 Cont ID  
Sent By eschneid Date 2014-02-12 Time 13:43 Rev Time 0.25
Received By eschneid Date 2014-02-12 Time 13:43 Sent To  
Notes
2014-02-12 13:46:53FAILED
  
 A REVIEW OF THE ADOPTING RESOLUTION NO. 329-13 FOR THE
 SITE IDENTIFIED THE FOLLOWING ITEM AS OUTSTANDING:
  
 1. PRIOR TO THE ISSUANCE OF THE FIRST BUILDING PERMIT,
 INCLUDING SITE PREPARATION, THE APPLICANT SHALL:
  
 A. HAVE A CONSTRUCTION SITE SECURITY MANAGEMENT PLAN
 APPROVED BY THE CITY?S CRIME PREVENTION OFFICER.
  
 B. SECURE THE REQUIRED SOUTH FLORIDA WATER MANAGEMENT
 DISTRICT PERMITS.
  
 PROVIDE COPIES OF ITEMS 1A AND 1B
  
 CONTACT ERIC SCHNEIDER @ (561) 822-1446.
Review Stop Z ZONING
Rev No 1 Status P Date 2014-01-21 Cont ID  
Sent By eschneid Date 2014-01-21 Time 14:32 Rev Time 2.00
Received By eschneid Date 2014-01-21 Time 14:32 Sent To  
Notes
2014-01-02 12:11:151/2/14


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