Plan Review Details - Permit 08100593
Plan Review Stops For Permit 08100593
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2009-01-14 Cont ID  
Sent By mjacobs Date 2009-01-14 Time 11:41 Rev Time 0.00
Received By mjacobs Date 2009-01-14 Time 11:41 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2009-01-07 Cont ID  
Sent By jwitmer Date 2009-01-07 Time 16:20 Rev Time 0.22
Received By jwitmer Date 2009-01-07 Time 16:20 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2008-11-04 Cont ID  
Sent By jwitmer Date 2008-11-04 Time 14:04 Rev Time 0.77
Received By jwitmer Date 2008-11-04 Time 14:04 Sent To  
Notes
2008-11-04 14:13:12BUILDING PLAN REVIEW
 PERMIT: 08100593
 ADD: 400 N FLAGLER DR
 CONT: THE MURPHY CONSTRUCTION CO
 TEL: (561)655-3634
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 W/ 2007 FBC REVISIONS
 * WEST PALM BEACH AMENDMENTS
  
 REVIEW
 ACTION: DENIED
  
 1A) INFORMATIONAL: 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.
  
 1B) INFORMATIONAL: PLEASE SUBMIT 2 OF ALL SURVEYS,
 PLANS, REPORTS, REVISIONS , PRODUCT APPROVALS AND OR
 SUBMITTALS FOR REVIEW FOR PERMIT. IF YOUR PROJECT WILL
 REQUIRE A RESIDENT INSPECTOR OR IF YOUR PROJECT IS A
 THRESHOLD BUILDING REQUIRING A THRESHOLD INSPECTOR THEN
 (3) THREE SETS OF ALL SAID DOCUMENTS WILL BE REQUIRED
 FOR PERMIT ISSUANCE. 106.1* /2004 SUBMITTAL DOCUMENTS
 WEST PALM BEACH ADMINISTRATIVE CODE.
  
 1C ))PLANS SUBMITTED FOR PERMIT (FIRST TIME REVIEW)
 AFTER JULY 1ST, 2007 SHALL BE REVIEWED TO THE 2004 FBC
 BUILDING WITH THE 2007 SUPPLEMENTS. PLEASE UPDATE
 PLANS.
  
 2) THE PERMIT APPLICATION OWNER INFORMATION ALSO IS
 INCORRECT PLEASE SEE ATTACHED OWNER INFORMATION FROM
 THE PALM BEACH COUNTY PROPERTY APPRAISERS OFFICE.
  
 3) PLANS ARE MISSING THE WIND DESIGN CRITERIA:
 1603.1.4 WIND DESIGN DATA.
 THE FOLLOWING INFORMATION RELATED TO WIND LOADS SHALL
 BE SHOWN, REGARDLESS OF WHETHER WIND LOADS GOVERN THE
 DESIGN OF THE LATERAL-FORCE-RESISTING SYSTEM.
 1. BASIC WIND SPEED (3-SECOND GUST), MILES PER HOUR
 (KM/HR).
 2. WIND IMPORTANCE FACTOR, I W , AND BUILDING
 CLASSIFICATION FROM TABLE 1604.5 OR TABLE 6-1, ASCE 7
 AND BUILDING CLASSIFICATION IN TABLE 1-1, ASCE 7.
 3. WIND EXPOSURE, IF MORE THAN ONE WIND EXPOSURE IS
 UTILIZED, THE WIND EXPOSURE AND APPLICABLE WIND
 DIRECTION SHALL BE INDICATED.
  
 4) NEW COMMENT 11-17-08 IT HAS BEEN BROUGHT TO MY
 ATTENETION THAT A GUARDRAIL WILL BE REQUIRED, PLEASE
 SEE 1012.1 WHERE THE GRADE DIFFERS MORE THAN 30".
 1012.2 HEIGHT
 1012.3 OPENG LIMITATIONS.
 PLEASE SEE VARIANCE# 1355
 BANYAN TO FLAGLER MEMORIAL BRIDGE
  
 JIM WITMER C. B. O.
 BUILDING PLAN REVIEW II
  
 TEL: (561)805-6715
 FAX: (561)659-8026
 E-MAIL: [email protected]
  
 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.
Review Stop ENG ENGINEERING CSD
Rev No 3 Status P Date 2009-01-14 Cont ID  
Sent By efabian Date 2009-01-14 Time 12:22 Rev Time 0.00
Received By efabian Date 2009-01-14 Time 12:21 Sent To  
Notes
2009-01-14 12:22:01PASSED PER DEAN LAUDERMILK
Review Stop ENG ENGINEERING CSD
Rev No 2 Status F Date 2009-01-05 Cont ID  
Sent By dlauderm Date 2009-01-05 Time 12:05 Rev Time 0.00
Received By dlauderm Date 2009-01-05 Time   Sent To  
Notes
2009-01-05 12:03:41WHEN CONTACTING THE REVIEWER PLEASE REFERENCE THE
 PERMIT NUMBER.
 IF YOU HAVE ANY QUESTIONS PLEASE FEEL FREE TO CONTACT
 THE REVIEWER:
 DEAN S. LAUDERMILK, 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 : 561-494-1041
 45TH DIRECT: 561-494-1083
 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: 561-644-7338
 NEXTEL DIRECT CONNECT: 159*28165*75
 EMERGENCIES:
 CENTRAL OPERATIONS CENTER (DISPATCH) 561-822-2210
 E-MAIL:
 [email protected]
 FAILED.
 OUTSTANDING ISSUES FROM PREVIOUS REVIEW NOT COMPLETED:
 ITEM #2: PLAN HAS NOT BEEN SUBMITTED TO ENGINEERING
 SERVICES FOR REVIEW.
 ITEM #4 & 6: THE SURVEY IS INCOMPLETE. IT SHOWS NO
 UNDERGROUND EXISTING UTILITY LINES, INCLUDING THE 9
 PLUS OUTFALLS THRU THE SEAWALL. THIS PLAN (SHEET S2)
 SHOWS THE PIER TO BE BUILT ON TOP OF THE 48? OUTFALL
 THRU THE SEAWALL. IF THIS IS WHERE THE OUTFALL IS THEN
 MOVE THE PIER A MINIMUM OF 5? TO THE SIDE OF THE
 OUTFALL OR SHOW REPLACING THE PIPE FROM THE NEW SEAWALL
 30? WEST.
 ITEM #5: ONLY PARTIALLY COMPLETED. EXISTING STORM LINES
 NEED TO BE CUT BACK 10? AND THE PIPE NEEDS TO BE
 REPLACED, THEN A CONCRETE COLLAR NEEDS TO BE POURED
 (SEE S13).
 ITEM #8: THE DETAIL SUPPLIED (SHEET S11) IS
 UNACCEPTABLE. THERE IS A GAP OF APPROXIMATELY 5? WHERE
 THE OLD SEAWALL REMAINS. THERE IS A KEYWAY IN THE
 EXISTING SHEET WALL THAT THE NEW SEAWALL NEEDS TO BE
 BUILT TO. THE KEYWAY IS NOT ?AS SHOWN? ON SHEET S11,
 BUT IS FLUSH WITH THE PILE. THE CONCRETE BEHIND THE
 SHEET WALL IS TEMPORARY AND WAS DESIGNED TO BE REMOVED
 SO FILTER FABRIC CAN GO IN BEHIND THE TIE-IN.
 ITEM #12: POLLUTION CONTROL PLAN FOR THE LAND SIDE
 NEEDS TO BE SUBMITTED. A PLAN WAS EMAILED TO M.
 GONZALEZ, BUT IT DOES NOT MEET THE CRITERIA LISTED IN
 THE LAST REVIEW.
  
 NEW ISSUES:
 1) SHEET S12: A) THE PLAN SHOWS THE TURBIDITY BARRIERS
 TO BE INSTALLED WITH THE CONSTRUCTION BARGE ON THE
 BARRIER, THIS CAN NOT BE ALLOWED, THE BARGE NEEDS TO BE
 INSIDE IN BOTH EXAMPLES SHOWN, OTHERWISE THE DISTURBED
 WATER CAN FLOW UNDER THE BARGE. B) ?SANITARY SEWER? IS
 NOTED TO BE INSTALLED THRU SEAWALL, AND ONLY DOCK ?C?
 IS TO HAVE A FORCE MAIN. PER BOHLER ENGINEERING PLANS
 SUBMITTED TO ENGINEERING SERVICES, EACH OF THE DOCKS
 WILL HAVE A FORCE MAIN AND NONE OF THEM WILL HAVE A
 SANITARY LINE.
  
  
  
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2008-11-25 Cont ID  
Sent By dlauderm Date 2008-11-25 Time 12:25 Rev Time 0.00
Received By dlauderm Date 2008-11-14 Time 11:45 Sent To  
Notes
2008-11-25 12:24:39FAILED
  
 1) WHEN CONTACTING THE REVIEWER PLEASE REFERENCE THE
 PERMIT NUMBER. IF YOU HAVE ANY QUESTIONS PLEASE FEEL
 FREE TO CONTACT THE REVIEWER:
 DEAN S. LAUDERMILK, PROJECT COORDINATOR
 LOCATION ADDRESS: MAILING ADDRESS:
 CITY OF WEST PALM BEACH CITY OF WEST PALM BEACH
 ENGINEERING SERVICES DEPARTMENT ENGINEERING SERVICES
 DEPARTMENT
 1000 - 45TH STREET, SUITE 15 P.O. BOX 3506
 WEST PALM BEACH FL 33407 WEST PALM BEACH FL 33401
 TELEPHONE:
 45TH STREET OFFICE : 561-494-1041 CITY HALL OFFICE:
 (561) 805-6723
 45TH DIRECT: 561-494-1083 CITY HALL DIRECT: (561)
 805-6327
 FAX: 561-494-1117 CITY HALL FAX: (561) 805-6731 OR
 805-6676
 NEXTEL: 561-644-7338
 NEXTEL DIRECT CONNECT: 159*28165*75
 EMERGENCIES:
 CENTRAL OPERATIONS CENTER (DISPATCH) 561-822-2210
 E-MAIL:
 [email protected]
  
 2) PLAN SHOULD HAVE BEEN REVIEWED AND APPROVED FIRST
 THRU:
  ENGINEERING SERVICES DEPARTMENT
  1000 - 45TH STREET, SUITE 15,
  WEST PALM BEACH FL 33407
  PHONE: (561) 494-1041
  FAX: (561) 494-1117
  
 3) PER SHEET S1 THE PLAN HAS FOUR MATCH LINES FOR ?A?
 THRU ?D?. THERE ARE A MINIMUM OF 5 SHEETS MISSING FROM
 THE PLAN SUBMITTAL. IF THESE SHEETS WERE SUBMITTED THEN
 THEY MAY HAVE ANSWERED SOME OF THE FOLLOWING COMMENTS.
 PLEASE SUPPLY THE MISSING SHEETS.
  
 4) THE SURVEY IS INCOMPLETE AS IS THE PLAN. THERE ARE
 AT LEAST 9 STORMWATER OUTFALLS THRU THE SEAWALL. AT
 LEAST ONE OF THE OUTFALLS IS A 72? LINE. THE SURVEY
 SHOWS NO UNDERGROUND LINES AND THERE IS NO PLAN FOR THE
 EXTENSION OF THE LINES THRU THE SEAWALL.
  
 5) SUPPLY A DETAIL SHOWING HOW THE STORMWATER LINES ARE
 TO BE EXTENDED TO AND THRU THE NEW SEAWALL. THE DETAIL
 WILL NEED TO SHOW AS A MINIMUM HOW THE EXISTING
 STORMWATER LINES ARE TO BE CUT BACK, NEW REINFORCED
 CONCRETE PIPE INSTALLED (MINIMUM OF ONE JOINT) EXTENDED
 TO THE SEAWALL, A CONCRETE COLLAR FORMED AROUND THE
 EXISTING AND NEW PIPE WHERE THEY ARE JOINED, AND THE
 HOW THE NEW PIPE IS TO PENETRATE THE SEAWALL AND BE
 SEALED.
  
 6) SUPPLY A DETAIL OF WHERE THE STORMWATER LINE(S)
 EXTEND THRU THE SEAWALL (IN PARTICULAR THE 72" RCP) AND
 CAUSE THE KING AND BATTER PILES TO BE MORE THAN 8' ON
 CENTER.
  
  
 7) SUPPLY A DETAIL FOR THE TIE-IN TO THE EXISTING
 RIP-RAP AT THE NORTH END OF THE PROJECT. THIS IS
 REQUIRED SINCE THE EXISTING RIP-RAP WALL IS IN POUR
 CONDITION.
  
 8) SUPPLY A DETAIL FOR THE TIE-IN TO THE EXISTING
 SEAWALL AT THE SOUTH END OF THE PROJECT. THIS IS
 REQUIRED SINCE THERE IS A 1.67+-FT. ELEVATION
 DIFFERENCE BETWEEN THE TWO SEAWALL CAPS.
  
 8) SUPPLY A DETAIL HOW THE SEAWALL IS TO BE INSTALLED
 IN THE AREA OF THE EXISTING DRAINAGE OUTFALL STRUCTURE
 THAT EXTENDS, WATER SIDE OF THE SEAWALL AT
 APPROXIMATELY 5TH STREET AND HOW THE NEW SEAWALL IS TO
 ATTACH TO THIS STRUCTURE.
  
 9) A DEMOLITION PLAN IS REQUIRED FOR THE PROJECT
 SHOWING THE REMOVAL OF THE LINES THRU THE SEAWALL TO
 THE FOUR EXISTING DOCKS. THEY MAY INCLUDE FUEL, POTABLE
 WATER, WASTEWATER, FIRE LINES, ELECTRIC LINES,
 TELEPHONE AND CABLE TV LINES. IF THE DEMO PLAN HAS BEEN
 SUBMITTED PLEASE SUPPLY THE DEMO PERMIT NUMBER SO IT
 CAN BE ATTACHED TO THIS PLAN. IF THERE IS NOT A DEMO
 PERMIT APPLY FOR ONE. THIS PLAN CAN NOT BE PERMITTED TO
 GO TO CONSTRUCTION UNTIL THE DEMO PLAN HAS BEEN
 APPROVED.
  
 10) SUPPLY A DETAIL HOW THE NEW FUEL, POTABLE WATER,
 WASTEWATER, FIRE LINES, ELECTRIC LINES, TELEPHONE AND
 CABLE TV LINES ARE TO PENETRATE THRU THE SEAWALL TO THE
 FIVE PROPOSED DOCKS. ACCORDING TO THE PLANS SUBMITTED
 FOR PRELIMINARY REVIEW TO ENGINEERING SERVICES, BOHLER
 ENGINEERING SHOWS A 1? HIGH BY 10? WIDE OPENING IN THE
 SEAWALL FOR THE UTILITIES.
  
 11) PER; CODE OF ORDINANCES, CITY OF WEST PALM BEACH,
 FLORIDA, CODIFIED THROUGH ORD. NO. 4183-08, ADOPTED
 SEPT. 22, 2008. (SUPPLEMENT NO. 18), CHAPTER 78
 STREETS, SIDEWALKS AND PUBLIC PLACES, ARTICLE I. IN
 GENERAL, SECTION 78-9. CITY DATUM OR PLANE OF
 REFERENCE.
 (A) THE CITY DATUM OR OFFICIAL CITY BASE OR PLANE OF
 REFERENCE FOR ELEVATIONS IN THE CITY IS HEREBY FIXED AS
 THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD-29),
 AS ESTABLISHED BY THE UNITED STATES COAST AND GEODETIC
 SURVEY.
 (B) ALL OFFICIAL ELEVATIONS, INCLUDING BUT NOT
 RESTRICTED TO SIDEWALK, STREET AND SEWER GRADES,
 HEREAFTER ESTABLISHED IN THE CITY SHALL BE DESCRIBED
 WITH REFERENCE TO THEIR ELEVATIONS, AS COMPARED WITH
 THE OFFICIAL CITY DATUM IN FEET AND DECIMALS OF A FOOT.
 NO GRADE OR OFFICIAL ELEVATION SHALL BE ESTABLISHED
 OTHER THAN IN THE MANNER PRESCRIBED IN THIS SECTION.
 PLEASE USE THIS DATUM AND CALL IT OUT ON THE PLAN
 SHEETS AS A NOTE.
 AS SHOWN ON YOUR PLANS ELEVATION 0.00? IS NOT THE MEAN
 HIGH WATER (MHW) LINE IN WEST PALM BEACH. ACCORDING TO
 A PRELIMINARY PLAN REVIEWED BY CITY ENGINEERING, FOR
 THE MARINA SITE, THE FOLLOWING INFORMATION WAS INCLUDED
 WHICH STATES ON THE PALM HARBOR PLANS OCTOBER 30, 2006,
 "THE FOLLOWING TIDAL DATUM RELATIONSHIP IS BASED ON
 LABINS (LAND BOUNDARY INFORMATION SYSTEM) STATION POINT
 I.D. # 872-2621 BRAZILIAN DOCK, PALM BEACH, 1983-2001
 TIDAL EPOCH:
  MEAN HIGH HIGH WATER MHHW = +2.00 NGVD29
  MEAN HIGH WATER MHW = +1.82 NGVD29
  MEAN MTL = +0.51 NGVD29
  MEAN LOW WATER MLW = -0.75 NGVD29
  MEAN LOW LOW WATER MLLW = -0.91 NGVD29"
 IF THESE READINGS ARE CORRECT MHW WILL BE 1.82' HIGHER
 THAN SHOWN ON YOUR PLANS. PLEASE CORRECT YOUR DRAWINGS.
 ALSO, HOW WILL THIS AFFECT THE LAND SIDE OF YOUR
 PROJECT SINCE HIGH TIDE WILL BE ONLY 3.18' BELOW THE
 CAP?
  
 12) 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 PREFORMED.
  
  
  
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2009-01-13 Cont ID  
Sent By adarroug Date 2009-01-13 Time 11:04 Rev Time 0.00
Received By adarroug Date 2009-01-13 Time 11:04 Sent To  
Notes
2009-01-13 11:07:44TO "COMM" BD#46
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2008-12-16 Cont ID  
Sent By adarroug Date 2008-12-16 Time 10:54 Rev Time 0.00
Received By adarroug Date 2008-12-16 Time 10:54 Sent To  
Notes
2008-12-16 10:57:09TO "COMM" BD#46
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2009-01-12 Cont ID  
Sent By adarroug Date 2008-11-14 Time 10:11 Rev Time 0.00
Received By   Date 2008-10-29 Time 12:20 Sent To  
Notes
2008-11-04 11:59:26EXPEDITE REVIEW: CAPITAL IMPROVEMENT PROJECT. RB
  
2008-10-29 10:52:56TO "COMM" BD#12
Review Stop Z ZONING
Rev No 2 Status N Date 2009-01-02 Cont ID  
Sent By aaponte Date 2009-01-02 Time 16:05 Rev Time 0.00
Received By aaponte Date 2009-01-02 Time 16:05 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status N Date 2008-11-12 Cont ID  
Sent By aaponte Date 2008-11-12 Time 08:17 Rev Time 0.00
Received By aaponte Date 2008-11-07 Time 09:33 Sent To  
Notes
***NONE***


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