Plan Review Details - Permit 08120123
Plan Review Stops For Permit 08120123
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2009-02-12 Cont ID  
Sent By mjacobs Date 2009-02-12 Time 16:55 Rev Time 0.00
Received By mjacobs Date 2009-02-12 Time 16:55 Sent To PC
Notes
2009-02-13 07:05:222-12-09 SUBMITTAL FOR DOCK #3 GANGWAY SHOP DRAWINGS AND
 CALCULATIONS.

Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2009-02-03 Cont ID  
Sent By mjacobs Date 2009-02-03 Time 08:47 Rev Time 0.00
Received By mjacobs Date 2009-02-03 Time 08:47 Sent To E
Notes
2009-02-03 07:50:57PROVISOR: IF A RAMP RUN HAS A RISE GREATER THAN 6
 INCHES OR A HORIZONTAL PROJECTION GREATER THAN 72
 INCHES, THEN IT SHALL HAVE HANDRAILS ON BOTH SIDES. FBC
 11-4.8.5

Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2008-12-18 Cont ID  
Sent By mjacobs Date 2008-12-18 Time 09:20 Rev Time 0.00
Received By mjacobs Date 2008-12-18 Time 09:20 Sent To  
Notes
2008-12-18 09:11:23BUILDING PLAN REVIEW
 PERMIT: 08120123
 ADD: 100 S. FLAGLER DR.
 CONT: WHITING TURNER CONTRACTING
 TEL: (954)776-0800
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 W/ 2007 FBC REVISIONS
 * WEST PALM BEACH AMENDMENTS
  
 12-18-08
 REVIEW: 1ST
 ACTION: DENIED
  
 1) SHEET RP3-1: THE ACCESSIBLE RAMP DETAIL #2 FAIL TO
 SHOW THE HANDRAILS. 11.4.8.5. HANDRAILS: IF A RAMP HAS
 A RISE GREATER THAN 6" OR A HORIZONTAL PROJECTION
 GREATER THAN 72", THEN IT SHALL HAVE HANDRAILS ON BOTH
 SIDES. 11-4.8.7: RAMPS AND LANDINGS WITH DROP-OFFS
 SHALL HAVE CURBS, WALLS, RAILINGS, OR PROJECTING
 SURFACES THAT PREVENT PEOPLE FROM SLOPPING OFF THE
 RAMP. CURBS SHALL BE A MINIMUM OF 2 INCHES HIGH (SEE
 FIGURE 17). THE HANDRAIL EXTENSION SHALL COMPLY WITH
 SECTION 11-4.4 WHERE THE BOTTOM OF THE EXTENSION SHALL
 BE A MAXIMUM OF 27 INCHES SEE FIGURE 8(C) AND 8(D).
  
 2) THE PLANS NEED TO CLEARLY INDICATE THE LENGTH AND
 WIDTH OF THE DOCK AND GANGWAY.
  
 MYRON JACOBS
 BUILDING PLAN REVIEWER
 PHONE (561)805-6726
 FAX (561) 805-6676
 [email protected]
  

Review Stop E ELECTRICAL
Rev No 3 Status P Date 2009-02-13 Cont ID  
Sent By btrobaug Date 2009-02-13 Time 14:06 Rev Time 0.00
Received By btrobaug Date 2009-02-13 Time 14:05 Sent To PC
Notes
2009-02-13 14:06:45 
  
 DECREASED DISCONNECT FOR PANEL "P" XFMR FROM 100 TO 60
 AMPS./WRT.

Review Stop E ELECTRICAL
Rev No 2 Status P Date 2009-02-03 Cont ID  
Sent By btrobaug Date 2009-02-03 Time 12:47 Rev Time 0.00
Received By btrobaug Date 2009-02-03 Time 09:44 Sent To  
Notes
2009-02-03 10:59:06 
 PROVISO
  
  
 NOTE TO SHEET EP3-03 AND EP3-04 CHANGES PER 225. PER
 225.30, 31 AND 32 THE DISCONNECTING MEANS REQUIRED "
 SHALL CONSIST OF NOT MORE THAN SIX SWITCHES OR SIX
 CIRCUIT BREAKERS MOUNTED IN A SINGLE ENCLOSURE, IN A
 GROUP OF SEPARATE ENCLOSURES, OR IN OR ON A
 SWITCHBOARD. THERE SHALL BE NO MORE THAN SIX
 DISCONNECTS PER SUPPLY GROUPED IN ANY ONE LOCATION".THE
 CIRCUITS FOR DOCK #3 MUST MEET THESE CODES. IF THE
 PANEL IS RECIRCUITED A REVISION WILL BE REQUIRED.
  
 THIS PERMIT IS BEING ISSUED TO EXPEDITE THIS START OF
 THIS PROJECT. THE COMMENTS FROM THE PREVIOUS REVIEW
 HAVE NOT BEEN ADDRESSED SUFFICIENTLY TO SHOW CODE
 COMPLIANCE. PLEASE RESUBMIT A REVISION SHOWING
 CORRECTIONS PRIOR TO CALLING ROUGH ELECTRICAL
 INSPECTION. THE REVIEWED PLAN MUST BE ON THE JOB SITE
 AT TIME OF INSPECTION. ALLOW AT LEAST ONE WEEK (PER
 TRADE) FOR PLAN REVIEW.
  
 1} PROVIDE MANUFACTURERS SPECIFICATIONS INCLUDING
 LISTING INFORMATION, FOR THE FIXTURES AND FIRE
 EXTINGUISHER STORAGE EQUIPMENT THAT ARE INTENDED TO BE
 INSTALLED UNDER THIS PERMIT.***THE LISTING WERE NOT
 GIVEN.
 ..
 3} INCLUDE THE ADDRESS OF THE PROJECT ON THE PLANS PER
 106.1.1 FBC AS AMENDED.*** ALL SHEETS AND INCLUDE THE
 DOCK NUMBER AS THE MAIN ADDRESS IS THE SAME FOR THE
 ENTIRE PROJECT WHICH IS 100 S. FLAGLER DR.
  
 5} THE "FLEX CABLE" SHOWN ON CUT #2, SHEET EP3-02 MUST
 COMPLY WITH 555.13(A)(2) NEC, 3.10.5 NFPA-303, WITH A
 UL LISTING OF PDYQ OR QPMU OR COMPARABLE. INDICATE THE
 TYPE INTENDED FOR USE ON THE PLAN.*** THE INFORMATION
 WAS IN THE RESPONSE SHEETS BUT NOT ON THE PLAN.
  
 IF THERE ARE ANY QUESTIONS PLEASE CALL.
  
 BILL TROBAUGH
 ELECTRICAL PLANS EXAMINER
 CITY OF WEST PALM BEACH
 561/805-6718
 [email protected]
  

Review Stop E ELECTRICAL
Rev No 1 Status F Date 2008-12-10 Cont ID  
Sent By btrobaug Date 2008-12-10 Time 10:08 Rev Time 0.00
Received By btrobaug Date 2008-12-09 Time 15:51 Sent To  
Notes
2008-12-10 10:07:51 
  
 THIS REVIEW WAS DONE UNDER THESE CURRENT CODE CYCLES:
  
 THE 2004 FLORIDA BUILDING CODE, 2007 REVISIONS, 2005
 NEC, NFPA-72 2002, NFPA-101 2003, NFPA-303 2000, 2004
 FBC AS AMENDED, CHAPTER 1.AND FOUND NONCOMPLIANT WITH
 THE FOLLOWING:
  
 1} PROVIDE MANUFACTURERS SPECIFICATIONS INCLUDING
 LISTING INFORMATION, FOR THE FIXTURES AND FIRE
 EXTINGUISHER STORAGE EQUIPMENT THAT ARE INTENDED TO BE
 INSTALLED UNDER THIS PERMIT.
  
 2} INDICATE THE TYPE OF JUNCTION BOXES SHOWN ON THE
 "TYPICAL LIGHT POLE INSTALLATION" CUT, SHEET EP3-02,
 AND A CLEARER CUT OF THE INSTALLATION METHOD. MUST
 COMPLY WITH 3.10.5.2, NFPA-303 (2000 ED)..
  
 3} INCLUDE THE ADDRESS OF THE PROJECT ON THE PLANS PER
 106.1.1 FBC AS AMENDED.
  
 4} SEE NFPA STANDARDS ON SHEET G-2. THE REFERENCE TO
 NFPA-303, SHOULD REFERENCE THE 2000 EDITION INSTEAD OF
 2006, THAT IS THE REFERENCE IN ARTICLE 555 OF THE 2005
 NEC, CURRENTLY ADOPTED.
  
 5} THE "FLEX CABLE" SHOWN ON CUT #2, SHEET EP3-02 MUST
 COMPLY WITH 555.13(A)(2) NEC, 3.10.5 NFPA-303, WITH A
 UL LISTING OF PDYQ OR QPMU OR COMPARABLE. INDICATE THE
 TYPE INTENDED FOR USE ON THE PLAN.
  
 6} REGARDING THE "STAINLESS STEEL SUPPORT BRACKET",
 SAME SHEET AND CUT IN COMMENT #5, SEE
 555-13(B)(4)(A)(3) "CABLES SHALL BE SECURELY FASTENED
 BY NONMETALLIC CLIPS TO STRUCTURAL MEMBERS OTHER THAN
 THE DECK PLANKING.".
  
 IF THERE ARE ANY QUESTIONS PLEASE CALL.
  
 BILL TROBAUGH
 ELECTRICAL PLANS EXAMINER
 CITY OF WEST PALM BEACH
 561/805-6718
  

Review Stop ENG ENGINEERING CSD
Rev No 1 Status P Date 2008-12-22 Cont ID  
Sent By mgonzale Date 2008-12-22 Time 15:58 Rev Time 1.00
Received By mgonzale Date 2008-12-22 Time 15:42 Sent To ENG
Notes
2009-01-07 13:27:57**** APPROVED WITH PROVISO ****
  
 CITY OF WPB ENGINEERING DEPT. WILL ENFORCE THE
 FOLLOWING:
 DCDA AND BACKFLOWS MUST BE USC APPROVED
 UTILITY AS-BUILTS WILL BE REQUIRED BY THE ENGINEERING
 DEPT. AT THE TIME OF PROJECT CLOSE-OUT.
  
 MANUEL J GONZALEZ, PROJECT COORDINATOR
 LOCATION ADDRESS:
 CITY OF WEST PALM BEACH
 ENGINEERING SERVICES DEPARTMENT
 1000 - 45TH STREET, SUITE 15
 WEST PALM BEACH FL 33407
 MAILING ADDRESS:
 CITY OF WEST PALM BEACH
 ENGINEERING SERVICES DEPARTMENT
 P.O. BOX 3506
 WEST PALM BEACH FL 33401
 TELEPHONE:
 45TH STREET OFFICE : 561-494-1040
 45TH DIRECT: 561-494-1085
 FAX: 561-494-1117
 CITY HALL OFFICE: (561) 805-6723
 CITY HALL DIRECT: (561) 805-6327
 CITY HALL FAX: (561) 805-6731 OR 805-6676
 NEXTEL: 561-644-7301
 NEXTEL DIRECT CONNECT: 159*28165*38
 EMERGENCIES:
 CENTRAL OPERATIONS CENTER (DISPATCH) 561-822-2210
 E-MAIL:
 [email protected]
2008-12-22 16:14:17**** APPROVED WITH PROVISO ****
  
 CITY OF WPB ENGINEERING DEPT. WILL ENFORCE THE
 FOLLOWING:
 DCDA AND BACKFLOWS MUST BE USC APPROVED
 UTILITY AS-BUILTS WILL BE REQUIRED BY THE ENGINEERING
 DEPT. AT THE TIME OF PROJECT CLOSE-OUT.
  
 MANUEL J GONZALEZ, PROJECT COORDINATOR
 LOCATION ADDRESS:
 CITY OF WEST PALM BEACH
 ENGINEERING SERVICES DEPARTMENT
 1000 - 45TH STREET, SUITE 15
 WEST PALM BEACH FL 33407
 MAILING ADDRESS:
 CITY OF WEST PALM BEACH
 ENGINEERING SERVICES DEPARTMENT
 P.O. BOX 3506
 WEST PALM BEACH FL 33401
 TELEPHONE:
 45TH STREET OFFICE : 561-494-1040
 45TH DIRECT: 561-494-1085
 FAX: 561-494-1117
 CITY HALL OFFICE: (561) 805-6723
 CITY HALL DIRECT: (561) 805-6327
 CITY HALL FAX: (561) 805-6731 OR 805-6676
 NEXTEL: 561-644-7301
 NEXTEL DIRECT CONNECT: 159*28165*38
 EMERGENCIES:
 CENTRAL OPERATIONS CENTER (DISPATCH) 561-822-2210
 E-MAIL:
 [email protected]
2008-12-22 15:58:46**** APPROVED WITH PROVISO ****
  
 CITY OF WPB ENGINEERING DEPT. WILL ENFORCE THE
 FOLLOWING:
  
 STORMWATER POLLUTION PREVENTION
 PER; CODE OF ORDINANCES, CITY OF WEST PALM BEACH,
 FLORIDA, CODIFIED THROUGH ORD. NO. 4183-08, ADOPTED
 SEPT. 22, 2008. (SUPPLEMENT NO. 18), CHAPTER 90
 UTILITIES,
  
 ARTICLE V. STORMWATER POLLUTION PREVENTION,
 SEC. 90-203. PROHIBITED DISCHARGES; ILLICIT
 CONNECTIONS. (A) GENERAL PROHIBITION. EXCEPT AS
 PROVIDED IN SECTION 90-205, AND EXCEPT PURSUANT TO A
 VALID NPDES PERMIT, IT SHALL BE UNLAWFUL FOR ANY PERSON
 TO DIRECTLY OR INDIRECTLY DEPOSIT, DISCHARGE, SPILL, OR
 DUMP INTO ANY OF THE PUBLIC WATERS OR MUNICIPAL
 SEPARATE STORM SEWER SYSTEM WITHIN THE CITY, ANY
 SUBSTANCE OTHER THAN THAT COMPOSED ENTIRELY OF
 STORMWATER. SUPPLY A POLLUTION CONTROL PLAN WITH A
 MINIMUM OF THE FOLLOWING INFORMATION;
 A) SILT FENCE NEEDS TO BE INSTALLED AROUND ANY AREAS TO
 BE DISTURBED. SHOW WHERE SILT SCREENS WILL BE INSTALLED
 B) FILTER FABRIC IS REQUIRED UNDER THE CATCH BASIN
 GRATES WITH ROCK BAGS AT ANY CURBED INLET ON-SITE TO
 STOP SOLIDS FROM ENTERING THE SYSTEM. SHOW THE
 PROTECTION OF ALL ON-SITE CATCH BASINS, SHOW PROTECTION
 OF ALL OFF-SITE CATCH BASINS, INCLUDE DETAILS AS TO THE
 TYPE OF PROTECTION USED ON AND OFF-SITE FOR THE CATCH
 BASINS, SUCH AS FILTER FABRIC IS REQUIRED UNDER THE
 CATCH BASIN GRATES WITH ROCK BAGS AT ANY CURBED INLET
 TO STOP SOLIDS FROM ENTER THE SYSTEM.
 C) ADD TURBIDITY BARRIER AT THE OUTFALLS AND ALONG THE
 FULL WIDTH OF THE PROJECT, SHOW WHERE SILT SCREENS WILL
 BE INSTALLED, HOW THEY WILL BE TIED DOWN AND
 MAINTAINED.
 D) SHOW HOW SITE DIRT WILL NOT BE TRACKED INTO THE
 ROADS.
 E) DETAIL HOW AND WHEN ANY CLEAN-UP WILL BE PERFORMED.
  
 MANUEL J GONZALEZ, PROJECT COORDINATOR
 LOCATION ADDRESS:
 CITY OF WEST PALM BEACH
 ENGINEERING SERVICES DEPARTMENT
 1000 - 45TH STREET, SUITE 15
 WEST PALM BEACH FL 33407
 MAILING ADDRESS:
 CITY OF WEST PALM BEACH
 ENGINEERING SERVICES DEPARTMENT
 P.O. BOX 3506
 WEST PALM BEACH FL 33401
 TELEPHONE:
 45TH STREET OFFICE : 561-494-1040
 45TH DIRECT: 561-494-1085
 FAX: 561-494-1117
 CITY HALL OFFICE: (561) 805-6723
 CITY HALL DIRECT: (561) 805-6327
 CITY HALL FAX: (561) 805-6731 OR 805-6676
 NEXTEL: 561-644-7301
 NEXTEL DIRECT CONNECT: 159*28165*38
 EMERGENCIES:
 CENTRAL OPERATIONS CENTER (DISPATCH) 561-822-2210
 E-MAIL:
 [email protected]
  
  
  
  
  

Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2009-04-14 Cont ID  
Sent By mawillia Date 2009-04-14 Time 15:24 Rev Time 0.00
Received By mawillia Date 2009-04-14 Time 15:19 Sent To  
Notes
2009-04-14 15:23:36*****SUBMITTAL*****
  
  
 DEE LAMB OF WHITING -TURNER CONTRACTING COMPANY WAS
 ALLOWED TO INSTALL ADDRESS LABELS TO THE CITY'S FILED
 SET OF PLANS.

Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2009-02-03 Cont ID  
Sent By mwennerg Date 2009-02-03 Time 14:27 Rev Time 0.00
Received By mwennerg Date 2009-02-03 Time 14:27 Sent To  
Notes
***NONE***

Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2008-12-11 Cont ID  
Sent By mcarsill Date 2008-12-11 Time 16:27 Rev Time 0.00
Received By mcarsill Date 2008-12-11 Time 16:19 Sent To  
Notes
2008-12-11 16:27:08CITY COMMONS DOCK # 3
 100 SOUTH FLAGLER DRIVE
 08120123
  
 1. PRESSURE TESTS ARE REQUIRED OF THE DOCK FIRE LINE
 AND FIRE DEPARTMENT CONNECTION FOR DOCK # 3.
  
 2. CHAIN AND LOCK REQUIRED ON FIRE LINE BACKFLOW
 DEVICE.
  
 3. DOCK ADDRESS AND IDENTITY SHALL BE PROVIDED.
  
 4. PORTABLE FIRE EXTINGUISHERS SHALL BE CURRENTLY
 SERVICE TAGGED WHEN PLACED INSIDE THE FIRE EXTINGUISHER
 CABINETS.
  
 5. WATER WILL BE FLOWED FROM EACH HOSE VALVES WHEN THE
 DOCK IS COMPLETED.
  
 6. THE NEW FIRE HYDRANT AFTER INSTALLATION SHALL BE
 TESTED TO ENSURE THAT ALL VALVES ARE OPENED.
  
 7. DOCK SHALL COMPLY WITH NFPA 303.
  
 8. DOCK IS SUBJECT TO FIELD INSPECTION AND APPROVAL.
  
 9. KNOX-BOX LOCKING CAPS ARE TO BE PROVIDED FOR THE
 FIRE DEPARTMENT CONNECTION (FDC).
  
  
 MIKE CARSILLO, BATTALION CHIEF
 BUREAU OF FIRE PREVENTION
  

Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2009-04-10 Cont ID  
Sent By adarroug Date 2009-04-10 Time 13:16 Rev Time 0.00
Received By adarroug Date 2009-04-10 Time 13:16 Sent To FIRE
Notes
2009-04-10 13:16:44TO "F" BOX/SUBMITTAL

Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2009-02-12 Cont ID  
Sent By adarroug Date 2009-02-12 Time 10:47 Rev Time 0.00
Received By adarroug Date 2009-02-12 Time 10:47 Sent To B
Notes
2009-02-12 10:47:24TO "JWITMER" DESK/SUBMITTAL

Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2009-02-12 Cont ID  
Sent By adarroug Date 2009-02-12 Time 09:53 Rev Time 0.00
Received By adarroug Date 2009-02-12 Time 09:53 Sent To E
Notes
2009-02-12 09:53:29TO "BTROBAUG" DESK/REV

Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2009-01-27 Cont ID  
Sent By adarroug Date 2009-01-27 Time 16:08 Rev Time 0.00
Received By adarroug Date 2009-01-27 Time 16:08 Sent To  
Notes
2009-01-27 16:09:12TO "COMM" BD#23

Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2008-12-29 Cont ID  
Sent By lmartine Date 2008-12-22 Time 10:03 Rev Time 0.00
Received By lmartine Date 2008-12-04 Time 13:02 Sent To  
Notes
2008-12-04 13:12:56TO "COMM" BD#53--EXPEDITEED--

Review Stop P PLUMBING
Rev No 3 Status P Date 2009-02-23 Cont ID  
Sent By lwagner Date 2009-02-23 Time 08:57 Rev Time 0.00
Received By lwagner Date 2009-02-23 Time 08:57 Sent To  
Notes
2009-02-23 08:58:16REVISION OK

Review Stop P PLUMBING
Rev No 2 Status P Date 2009-02-04 Cont ID  
Sent By kstevens Date 2009-02-04 Time 10:25 Rev Time 0.00
Received By kstevens Date 2009-02-04 Time 10:25 Sent To  
Notes
***NONE***

Review Stop P PLUMBING
Rev No 1 Status P Date 2008-12-15 Cont ID  
Sent By kstevens Date 2008-12-15 Time 15:29 Rev Time 0.00
Received By kstevens Date 2008-12-15 Time 15:28 Sent To  
Notes
***NONE***

Review Stop Z ZONING
Rev No 2 Status P Date 2009-01-30 Cont ID  
Sent By mflis Date 2009-01-30 Time 08:42 Rev Time 0.00
Received By mflis Date 2009-01-30 Time 08:42 Sent To  
Notes
***NONE***

Review Stop Z ZONING
Rev No 1 Status P Date 2008-12-09 Cont ID  
Sent By mflis Date 2008-12-09 Time 10:08 Rev Time 0.00
Received By mflis Date 2008-12-09 Time 10:08 Sent To  
Notes
2008-12-09 10:09:23ZONING REVIEW: PASSED
  
 ** NOTE: PLEASE CONFIRM ELEVATION CHANGE BETWEEN RAMP
 AND SIDEWALK LEVEL WILL NOT REQUIRE RAILING
 ** PAVESRS TO MATCH TYPE AND MIX PRESENTLY INSTALLED ON
 SOUTH COVE PORTION OF WATERFRONT WALKWAY
  
 MATT FLIS - 822-1445


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