Plan Review Details - Permit 04011063
Plan Review Stops For Permit 04011063
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status P Date 2005-02-03 Cont ID  
Sent By jwitmer Date 2005-02-03 Time 13:38 Rev Time 0.33
Received By jwitmer Date 2005-02-03 Time 13:38 Sent To PC
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2004-04-14 Cont ID  
Sent By jwitmer Date 2004-04-14 Time 10:45 Rev Time 0.55
Received By jwitmer Date 2004-04-14 Time 10:45 Sent To  
Notes
2004-04-14 00:00:00BUILDING PROVISO:
 THE PRODUCTS SUCH AS WINDOWS, EXTERIOR
 DOORS, SKYLIGHTS AND ROOFING HAVE BEEN
 PULLED OUT OF THE BUILDING PERMIT. FESS
 HAVE BEEN ADJUSTED, A SEPERATE PERMIT
 FOR THE PRODUCT APPROVALS SHALL BE
 APPLIED FOR BEFORE THE FRAMING INSPEC-
 TION.PERMIT ADJUSTMENT -$45,000.00.
 J WITMER
 BUILDING PLAN REVIEW
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2004-04-14 Cont ID  
Sent By jwitmer Date 2004-04-14 Time 09:52 Rev Time 0.55
Received By jwitmer Date 2004-04-14 Time 09:52 Sent To  
Notes
2004-04-14 00:00:00BUILDING PLAN REVIEW
 PERMIT: 04011063
 ADD: 525 S FLAGLER
 CONT: CATALFUMO
 TEL: (561)307-4836
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 3RD REVIEW
 ACTION: DENIED
  
 1) PRODUCT APPROVALS DO NOT HAVE THE
 REQUIRED INFORMATION AS PER RULE 9B-72,
 FLORIDA PRODUCT APPROVALS.
 CONTRACTOR CALLED ASKING ABOUT A
 DEMO PERMIT TO START BECAUSE OF THE
 DELAY IN THE PRODUCT APPROVALS. I ASKED
 THEM IF REMOVING THE PRODUCT APPROVALS
 AND PULLING OUT THE MONIES FOR THE
 PRODUCT APPROVALS THEY WOULD BE ABLE TO
 APPLY FOR A SEPERATE PERMIT WITH ASSOCIA
 TED FEES. WE THEN WOULD BE ABLE TO ISSUE
 THE BUILDING PERMIT AND THE PRODUCT AP-
 PROVALS COULD BE SUBMITTED AT A LATER
 DATE.
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2004-04-02 Cont ID  
Sent By csiegber Date 2004-04-13 Time 15:06 Rev Time 2.00
Received By jwitmer Date 2004-04-02 Time 10:52 Sent To  
Notes
2004-04-02 00:00:00BUILDING PLAN REVIEW
 PERMIT: 04011063
 ADD: 525 S FLAGLER DR
 CONT: CATALFUMO
 TEL: (561)307-4836
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 2ND REVIEW: DENIED
  
 1) PROVIDE NOC RECORDED WITH THE CLERK
 OF COURT BEFORE A PERMIT CAN BE ISSUED.
  
 2) PROVIDE A UNITY OF TITLE FOR THE NEW-
 LY ACQUIRED LOT# 4, OTHERWISE THERE
 SHALL BE PROBLEMS WITH TABLE 600, BUILD-
 INGS OVER PROPERTY LINES.
  
 3) FL BLD CODE 1606.1.5: COMPONENTS &
 CLADDING, PROVIDE 2 COPIES(3 IF THRESH-
 OLD OR RESIDENT INSPECTOR) OF PRODUCT
 TESTING REPORTS,MISSING REPORTS ARE AS
 FOLLOWS:
 A) WINDOWS FIXED
 B) SLIDING GLASS DOORS
 C) SKYLIGHTS
 D) ROOF ASSEMBLIES
 E) TRUSS STRAPS AND HOLD DOWN DEVICES
 **********IMPORTANT**************
 PRODUCT APPROVALS SUBMITTED WITH
 PERMIT APPLICATION AFTER OCTOBER 1, 2003
 ARE REQUIRED TO COMPLY WITH THE FLORIDA
 PRODUCT APPROVAL SYSTEM. FOR INFORMATION
 PLEASE SEE THE STATE WEBSITE AT
 WWW.FLORIDABUILDING.ORG. PRODUCTS WITH
 STATEWIDE APPROVAL ARE REQUIRED TO BE
 SUBMITTED WITH A COVER SHEET THAT LISTS
 THE PRODUCT IDENTITY NUMBER FROM THE
 STATE. IF THE PRODUCT DOES NOT HAVE
 STATEWIDE APPROVAL, SUBMIT AN APPLICA-
 TION FOR LOCAL PRODUCT APPROVAL OR SITE
 SPECIFIC FORM PER RULE 9B-72. SEE
 ATTACHMENT. WWW.FLORIDABUILDING.ORG
  
 4) THE PORTE COCHERE IS PART OF THE TOW-
 ER WHICH IS A TYPE I OR TYPE II BUILDING
 THE ROOF ASSEMBLY IS TO BE 1 1/2 HR
 RATING, PROVIDE RATING?
  
 5) FL BLD CODE 1804.2.2 QUESTIONABLE
 SOILS, WHERE THE BEARING CAPACITY IS
 NOT DEFINETLY KNOWN OR IS IN QUESTION.
 WHERE THE BEARING CAPACITY OF THE SOIL I
 S NOT DEFINITEY KNOWN, OR IS IN QUESTION
 THE BUILDING OFFICIAL MAY REQUIRE EXPLOR
 ATIONS, TEST OR OTHER ADEQUATE PROOF AS
 TO THE PERMISSIBLE SAFE BEARING
 CAPACITY. REQUIRED TEST AND RECOMMENDA-
 TIONS SUBMITTED TO VERIFY BEARING CAPA-
 CITY SHALL BE CERTIFIED BY A GEOTECH-
 NICALREPORT FROM A DESIGN PROFESSIONAL P
 ROPERLY LICENSED IN THE STATE OF
 FLORIDA.
  
 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.
  
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2004-03-02 Cont ID  
Sent By jwitmer Date 2004-03-02 Time 13:57 Rev Time 2.00
Received By jwitmer Date 2004-03-02 Time 13:43 Sent To M
Notes
2004-03-02 00:00:00BUILDING PLAN REVIEW
 PERMIT: 04011063
 ADD: 525S FLAGLER DR
 CONT: CATALFUMO CONST
 TEL: (561)307-4836
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 1ST REVIEW
 ACTION: DENIED
  
 1) PROVIDE NOC RECORDED WITH THE CLERK
 OF COURT BEFORE A PERMIT CAN BE ISSUED.
  
 2) PROVIDE A UNITY OF TITLE FOR THE NEW-
 LY ACQUIRED LOT# 4, OTHERWISE THERE
 SHALL BE PROBLEMS WITH TABLE 600, BUILD-
 ING OVER PROPERTY LINES.
  
 3) INDICATE THE NEW HANDICAPPED EGRESS
 FROM THE STREET LEVEL.
 11-4.8.2 SLOPE & RISE. THE LEAST
 POSSIBLE SLOPE SHALL BE USED FOR ANY
 RAMP. THE MAXIMUM SLOPE FOR A RAMP IN
 NEW CONSTRUCTION SHALL BE 1 TO 12. THE
 MAXIMUM RISE FOR RUN SHALL BE 30" (SEE
 FIGURE 16).
 11-4.8.3. CLEAR WIDTH. THE MINIMUM
 CLEAR WIDTH OF A RAMP SHALL BE 36".
 EXCEPTION: RAMPS THAT ARE PART OF A
 REQUIRED MEANS OF EGRESS SHALL NOT BE
 LESS THAN 44 INCHES WIDE.
 11-4.8.4.(2) LANDINGS. ALL LANDINGS
 ON RAMPS SHALL NOT BE LESS THAN 60"
 CLEAR, & THE BOTTOM OF EACH RAMP SHALL
 HAVE NOT LESS THAN 72" OF STRAIGHT &
 LEVEL CLEARENCE.
 11-4.8.4(3) IF RAMPS CHANGE DIREC-
 TION AT LANDINGS, THE MINIMUM LANDING
 SIZE SHALL BE 60" X 60".
  
 4) FL BLD CODE 1606.1.5: COMPONENTS &
 CLADDING, PROVIDE 2 COPIES(3 IF THRESH-
 OLD OR RESIDENT INSPECTOR) OF PRODUCT
 TESTING REPORTS,MISSING REPORTS ARE AS
 FOLLOWS:
 A) WINDOWS FIXED
 B) SLIDING GLASS DOORS
 C) SKYLIGHTS
 D) ROOF ASSEMBLIES
 E) TRUSS STRAPS AND HOLD DOWN DEVICES
 **************IMPORTANT*****************
 PRODUCT APPROVALS SUBMITTED WITH
 PERMIT APPLICATION AFTER OCTOBER 1, 2003
 ARE REQUIRED TO COMPLY WITH THE FLORIDA
 PRODUCT APPROVAL SYSTEM. FOR INFORMATION
 PLEASE SEE THE STATE WEBSITE AT
 WWW.FLORIDABUILDING.ORG. PRODUCTS WITH
 STATEWIDE APPROVAL ARE REQUIRED TO BE
 SUBMITTED WITH A COVER SHEET THAT LISTS
 THE PRODUCT IDENTITY NUMBER FROM THE
 STATE. IF THE PRODUCT DOES NOT HAVE
 STATEWIDE APPROVAL, SUBMIT AN APPLICA-
 TION FOR LOCAL PRODUCT APPROVAL OR SITE
 SPECIFIC FORM PER RULE 9B-72. SEE
 ATTACHMENT. WWW.FLORIDABUILDING.ORG
  
 5) PLANS SUBMITTED DO NOT GIVE BUILD
 TYPES FOR THE PORTE COCHERE IS THIS PART
 OF THE TOWER? NOR THE GUARD HOUSE?
  
 6) PROVIDE AN ASSUMED PROPERTY LINE
 BETWEEN THE 2 BUILDINGS.
  
 7) FOR THE PORTE COCHERE IF PART OF THE
 TOWER SEE TABLE 600 ISSUES ROOF ASSEM-
 BLIES FOR TYPE I, II BUILD 1 1/2HR
 RATINGS. WHAT ARE THE SKYLIGHTS RATED
 FOR?
  
 8) FL BLD CODE 1804.2.2 QUESTIONABLE
 SOILS, WHERE THE BEARING CAPACITY IS
 NOT DEFINETLY KNOWN OR IS IN QUESTION.
 WHERE THE BEARING CAPACITY OF THE SOIL I
 S NOT DEFINITEY KNOWN, OR IS IN QUESTION
 THE BUILDING OFFICIAL MAY REQUIRE EXPLOR
 ATIONS, TEST OR OTHER ADEQUATE PROOF AS
 TO THE PERMISSIBLE SAFE BEARING
 CAPACITY. REQUIRED TEST AND RECOMMENDA-
 TIONS SUBMITTED TO VERIFY BEARING CAPA-
 CITY SHALL BE CERTIFIED BY A GEOTECH-
 NICALREPORT FROM A DESIGN PROFESSIONAL P
 ROPERLY LICENSED IN THE STATE OF
 FLORIDA.
  
 9)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.
  
 LOOK FOR COMMENTS BY THE OTHER PLAN
 REVIEW DISCIPLINES THAT MAY BE WRITTEN
 ON THE APPLICATION, PLANS, OR ATTACHED
 SEPARATELY. WHEN RESUBMITTING PLANS
 PLEASE CLEARLY INDICATE THE REVISION AND
 REMOVE AND REPLACE ANY PAGES AS NECESS-
 ARY. SUBMIT (1) SET OF OLD DRAWINGS WITH
 THE PLANS WHEN RESUBMITTING PLANS. A
 TRANSMITTAL LETTER LISTING THE ORIGINAL
 REVIEW 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.
 JIM WITMER
 BUILDING PLAN REVIEW
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2004-01-26 Cont ID  
Sent By dpalmer Date 2004-01-26 Time 16:40 Rev Time 0.50
Received By dpalmer Date 2004-01-26 Time 16:40 Sent To  
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 1 Status P Date 2004-01-28 Cont ID  
Sent By mamini Date 2004-01-28 Time 13:11 Rev Time 1.00
Received By mamini Date 2004-01-28 Time 13:11 Sent To  
Notes
2004-01-28 00:00:00PASSED WITH PROVISOS:
 1. ALL THE WORKS WITHIN FLAGLER DRIVE
 R.O.W REQUIRES REVIEW AND APPROVAL FROM
 CITY ENGINEER, MR. RICHARD PITTMAN,
 PLEASE SUBMIT CIVIL PLANS TO THE PUBLIC
 UTILITIES AND ENGINEERING, ATT;MANNY
 GONZALEZ 659-8040 EXT. 2306.PLEASE
 NOTE THAT R.O.W PERMIT FOR THIS WORK IS
 ALSO REQUIRED.
  
 IF ANY QUESTION PLEASE CONTACT 805-6723
 MOHAMMAD R. AMINI
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2004-03-26 Cont ID  
Sent By mcarsill Date 2004-03-26 Time 16:16 Rev Time 0.00
Received By mcarsill Date 2004-03-26 Time 16:16 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2004-02-03 Cont ID  
Sent By nmccray Date 2004-02-03 Time 10:09 Rev Time 0.00
Received By nmccray Date 2004-02-03 Time 10:09 Sent To  
Notes
2004-02-03 00:00:00*********DENIED*************************
  
 1) DEMOLITION MUST COMPLY WITH NFPA 241.
  
 2) HOW THOSE FIRE DEPT VEHICLES ARE TO
 ENTER AND EXIT. FIRE LANES ARE REQUIRED
 TO BE MINIMUM OF 20 FEET IN WIDTH. YOUR
 ENTRY LANE IS 22.5 FEET WIDE AND THE
 EXIT LANE IS 12 FEET WIDE.
  
 NATE MCCRAY, CAPTAIN
 805-6722 OR 835-2910
Review Stop I INCOMING/PROCESSING
Rev No 6 Status N Date 2005-02-01 Cont ID  
Sent By mjacobs Date 2005-02-01 Time 09:26 Rev Time 0.00
Received By mjacobs Date 2005-02-01 Time 09:26 Sent To B
Notes
2005-02-01 00:00:00TO (JW) DESK/REVISION
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2005-01-18 Cont ID  
Sent By mjacobs Date 2005-01-18 Time 16:13 Rev Time 0.00
Received By mjacobs Date 2005-01-18 Time 16:13 Sent To B
Notes
2005-01-18 00:00:00TO "JW" DESK/REV.
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2004-04-13 Cont ID  
Sent By csiegber Date 2004-04-13 Time 15:06 Rev Time 0.00
Received By csiegber Date 2004-04-13 Time 15:06 Sent To B
Notes
2004-04-13 00:00:00TO JW DESK/RESUB
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2004-03-25 Cont ID  
Sent By csiegber Date 2004-03-25 Time 14:51 Rev Time 0.00
Received By csiegber Date 2004-03-25 Time 14:51 Sent To  
Notes
2004-03-25 00:00:00TO COMM BD#41
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2004-01-26 Cont ID  
Sent By alange Date 2004-01-26 Time 13:30 Rev Time 0.00
Received By alange Date 2004-01-26 Time 13:29 Sent To  
Notes
2004-01-26 00:00:00TO COMMERCIAL BD. #4
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2004-01-23 Cont ID  
Sent By mmclean Date 2004-01-23 Time 16:04 Rev Time 0.00
Received By csiegber Date 2004-01-23 Time 09:10 Sent To Z
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2004-03-02 Cont ID  
Sent By jwitmer Date 2004-03-02 Time 14:46 Rev Time 0.35
Received By pkrauss Date 2004-03-02 Time 16:03 Sent To P
Notes
2004-03-02 00:00:00APPROVED 2-2-04PHK
Review Stop P PLUMBING
Rev No 2 Status P Date 2004-03-26 Cont ID  
Sent By kstevens Date 2004-03-26 Time 18:36 Rev Time 0.50
Received By kstevens Date 2004-03-26 Time 18:36 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status F Date 2004-03-02 Cont ID  
Sent By pkrauss Date 2004-03-02 Time 16:05 Rev Time 1.00
Received By kstevens Date 2004-03-02 Time 17:46 Sent To  
Notes
2004-03-02 00:00:00DENIED
 REFERENCE: FBC-2001 BUILDING
  
 1) OVERFLOW SCUPPERS SHALL BE A MINIMUM
 OF 4" IN HEIGHT AND SHALL BE PLACED IN
 WALLS OR PARAPETS WITH THE INLET FLOW
 LINE NOT LESS THAN 2" ABOVE THE ROOF
 SURFACE, EXCLUDING SUMPS, OR MORE THAN
 4" ABOVE THE ROOF SURFACE. 32 SQUARE
 INCHES REQUIRED FOR EACH SCUPPER TO
 DRAIN 1/2 AREA OF ROOF. SECTION 1503.4.2
 SUBMIT A DETAIL FOR SCUPPERS.
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 653-2692
 E-MAIL [email protected]
Review Stop Z ZONING
Rev No 2 Status P Date 2005-02-01 Cont ID  
Sent By mmclean Date 2005-02-01 Time 10:06 Rev Time 0.00
Received By mmclean Date 2005-02-01 Time 10:06 Sent To I
Notes
2005-01-31 00:00:00THE DRIVEWAY ON TANGLEWOOD COURT MUST
 BE
 USED AS AN EXIT ONLY. (NO ENTRANCE)
Review Stop Z ZONING
Rev No 1 Status P Date 2004-01-23 Cont ID  
Sent By csiegber Date 2004-01-23 Time 09:09 Rev Time 0.00
Received By mmclean Date 2004-01-23 Time 16:04 Sent To I
Notes
2004-01-23 00:00:00APPROVED BY SHIRLEY


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