Plan Review Details - Permit 05070824
Plan Review Stops For Permit 05070824
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2006-10-02 Cont ID  
Sent By jwitmer Date 2006-10-02 Time 07:31 Rev Time 0.55
Received By jwitmer Date 2006-10-02 Time 07:14 Sent To B
Notes
2006-10-02 00:00:00 
 DATE: 10-02-06
 SHOP DRAWINGS:
 BUILDING PROVISO:
 1015.3 OPENINGS. OPEN GUARDRAILS SHALL
 HAVE INTERMEDIATE RAILS OR
 ORNAMENTAL PATTERN SUCH THAT A 4-INCH
 (102 MM) DIAMETER SPHERE CANNOT PASS
 THROUGH ANY OPENING UP TO A HEIGHT OF 34
 INCHES.A BOTTOM RAIL OR CURB
 SHALL BE PROVIDED THAT WILL REJECT THE
 PASSAGE OF 2-INCH (51 MM) DIAMETER
 SPHERE.
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2006-04-12 Cont ID  
Sent By jwitmer Date 2006-04-12 Time 15:52 Rev Time 0.77
Received By jwitmer Date 2006-04-12 Time 15:51 Sent To FIRE
Notes
2006-04-12 00:00:00BUILDING PROVISO: 05070824
 SHOP DRAWINGS FOR THE HANDRAILS TO BE
 REVIEWED BY THE DESIGN PROFESSIONAL
 BEFORE SUBMITTION TO THE CONSTRUCTION
 SERVICES OFFICE.
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2005-08-26 Cont ID  
Sent By jwitmer Date 2005-08-26 Time 12:42 Rev Time 2.20
Received By jwitmer Date 2005-08-26 Time 12:28 Sent To  
Notes
2005-08-26 00:00:00BUILDING PLAN REVIEW
 PERMIT: 05070824
 CONT: 250 S AUSTRALIAN (GARAGE)
 TEL: (561)307-4836
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 1ST REVIEW
 ACTION: DENIED
  
 1) PROVIDE NOC RECORDED WITH THE CLERK
 OF COURT BEFORE A PERMIT CAN BE ISSUED.
  
 2) PLEASE PROVIDE A SITE PLAN LOCATING
 THE STAIRWELL WITHIN THE GARAGE THAT IS
 TO BE REPLACED. WHILE THIS STAIRWELL IS
 BEING REPLACED, HOW WILL THE REQUIRED
 NUMBER OF EGRESSES BE ACHIEVED?
 1004.1.4 WHERE TWO OR MORE EXITS OR EXIT
 ACCESS DOORS ARE REQUIRED, AT LEAST TWO
 OF THE EXITS OR EXIT ACCESS DOORS SHALL
 BE PLACED A DISTANCE APART EQUAL TO NOT
 LESS THAN 1/2 OF THE LENGTH OF THE
 MAXIMUM OVERALL DIAGONAL DIMENSION OF
 THE BUILDING OR AREA TO BE SERVED
 MEASURED IN A STRAIGHT LINE BETWEEN THE
 NEAREST EDGE OF THE EXIT DOORS OR EXIT
 ACCESS DOORS.
  
 3) SHEET S5 DETAIL# 1, INDICATES THE
 BOTTOM RAIL OF THE HANDRAIL 2" AT 90
 DEGREES TO THE POINTOF THE
 STAIR.SECTION 1015.3 OPENINGS, THE AREA
 WHICH IS TRIANGLULAR SHAPED FORMED BY
 THE TREAD, RISER AND THE BOTTOM OF THE
 GUARDRAIL SHALL NOT LET A 6" SPHERE PASS
 THROUGH.
  
 4) SHEET S5 DETAIL# 4, A SECTION OF
 HANDRAIL, SHALL NOT LET A 2" SPHERE PASS
 THROUGH, SEE 1015.3.
 1015.3 OPENINGS. OPEN GUARDRAILS SHALL
 HAVE INTERMEDIATE RAILS OR ORNAMENTAL
 PATTERN SUCH THAT A 4-INCH (102 MM)
 DIAMETER SPHERE CANNOT PASS THROUGH ANY
 OPENING UP TO A HEIGHT OF 34 INCHES.A
 BOTTOM RAIL OR CURB SHALL BE PROVIDED
 THAT WILL REJECT THE PASSAGE OF 2-INCH
 (51 MM) DIAMETER SPHERE.
  
 5) THIS IS A 5 STORY STURTURE WHICH
 SHALL REQUIRE THIS TO BE A THRESHOLD
 BUILDING.
  
 5A) W.P.B. AMENDMENT 105.13.4.4 ALL
 PLANS FOR THE BUILDING WHICH ARE
 REQUIRED TO BE SIGNED AND SEALED BY THE
 ARCHITECT OR ENGINEER OF RECORD CON-
 TAIN 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.
  
 5B) 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 OCCUPAN
 CY CLASSIFICATION AS DEINED IN THE
 FLORIDA BUILDING CODE WHICH EXCEEDS
 5,000 SQ FT IN AREA AND AN OCCUPANT
 CONTENT OF GREATER THAN 500 PERSONS.
 105.13.1 THE ENFORCING AGENCY SHALL
 REQUIRE A SPECIAL INSPECTOR TO PERFORM
 SRUCTURAL INSPECTIONS ON A THRESHOLD
 BUILDING PURSUANT TO A STRUCTURAL INSPEC
 TION PLAN PREPARED BY THE ENGINEER OF
 RECORD. THE STRUCTURAL INSPECTION PLAN
 MUST BE SUBMITTED TO THE ENFORCING AGEN-
 CY PRIOR TO THE ISSUANCE OF A BUILDING
 PERMIT FOR THE CONSTRUCTION OF A THRESH-
 OLD BUILDING. THE PURPOSE OF THE SRUCTUR
 AL INSPECTION PLAN IS TO PROVIDE SPECIF-
 IC INSPECTION PROCEDURES AND SCHEDULES
 SO THAT THE BUILDING CAN BE ADEQUATELY
 INSPECTED FOR COMPLIANCE WITH THE
 PERMITTED DOCUMENTS.
  
 5C) WPB AMENDMENT 105.13.6. W.P.B.
 CONSTRUCTION SERVICES DEPARTMENT
 REQUEST FOR THRESHOLD BUILDINGS A
 SPECIAL INSPECTOR AS REQUIRED BY S.
 553.79(5) FLORIDA STATUTES TO THE MIN-
 IMUM INSPECTIONS REQUIRED BY THIS CODE.
 CONTACT HAROLD PISKURA MANAGER OF THE
 SPECIAL INSPECTOR PROGRAM AT (561)
 805-6711 FOR FURTHER INFORMATION BEFORE
 THE PERMIT MAY BE ISSUED.
  
 WHEN RESUBMITTING PLANS PLEASE INDICATE
 THE REVISION & REMOVE & REPLACE ANY
 PAGES AS NECESSARY. A TRANSMITTAL LETTER
 LISTING THE ORIGINAL REVIEW COMMENT NUM-
 BER, WITH A DESCRIPTION OF THE REVISION
 MADE, IDENTIFYING THE SHEET OR SPECIFICA
 TION PAGE WHERE THE CHANGES CAN BE FOUND
 WILL HELP TO EXPEDITE YOUR PERMIT. THANK
 YOU FOR YOUR ANTICIPATED COOPERATION.
  
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
  
  
  
  
Review Stop E ELECTRICAL
Rev No 1 Status N Date 2005-09-01 Cont ID  
Sent By mwennerg Date 2005-09-01 Time 15:37 Rev Time 0.00
Received By mwennerg Date 2005-09-01 Time 15:37 Sent To  
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 1 Status N Date 2005-09-01 Cont ID  
Sent By mwennerg Date 2005-09-01 Time 15:37 Rev Time 0.00
Received By mwennerg Date 2005-09-01 Time 15:37 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2006-04-13 Cont ID  
Sent By mwennerg Date 2006-04-13 Time 09:21 Rev Time 0.00
Received By mwennerg Date 2006-04-13 Time 09:21 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2005-08-30 Cont ID  
Sent By mwennerg Date 2005-08-30 Time 14:01 Rev Time 0.00
Received By mwennerg Date 2005-08-30 Time 14:01 Sent To  
Notes
2005-08-30 00:00:00******DENIED******
  
 1) PLEASE INDICATE HOW REQUIRED MEANS OF
 EGRESS WILL BE ACCOMPLISHED WHILE THIS
 PROJECT IS IN PROGRESS.
  
 2) PLEASE ILLUSTRATE THE PRESCRIPTIVE
 STRENGTH REQUIREMENTS FOR HANDRAILS AND
 GUARDS.
  
 3) IN ADDITION TO APPLICABLE BUILDING
 CODES, LIFE SAFETY TO COMPLY WITH NFPA
 101, 2003 EDITION.
  
 4) PLEASE SHOW EXISTING OR NEW EMERGENCY
 LIGHTING IN STAIRS.
  
 5) PLEASE NOTE THAT NO PENETRATIONS OR
 OPENINGS ARE ALLOWED IN EXIT ENCLOSURES
 THAT DON'T MEET THE EXCEPTIONS OF NFPA
 101, SECTION 7.1.3.2.1. (6). THIS IS A
 NOTE FOR REFERENCE AT THIS TIME.
  
  
 MIKE WENNERGREN, CAPTAIN/WPBFR
 FIRE PLAN REVIEW (561) 805-6722
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2006-09-19 Cont ID  
Sent By adarroug Date 2006-09-19 Time 16:03 Rev Time 0.00
Received By adarroug Date 2006-09-19 Time 16:03 Sent To B
Notes
2006-09-19 00:00:00TO "JWITMER" DESK/SUBMITTAL
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2006-03-13 Cont ID  
Sent By adarroug Date 2006-03-13 Time 14:25 Rev Time 0.00
Received By adarroug Date 2006-03-13 Time 14:25 Sent To  
Notes
2006-04-06 00:00:00TO "COMM" BD#9
2006-03-13 00:00:00WAITING FOR "COMM" BD-CHANGE OF
 CONTRACTOR
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2005-09-01 Cont ID  
Sent By adarroug Date 2005-09-01 Time 14:22 Rev Time 0.00
Received By adarroug Date 2005-07-21 Time 15:04 Sent To  
Notes
2005-07-21 00:00:00TO "COMM"BD #49
Review Stop M MECHANICAL (A/C)
Rev No 1 Status N Date 2005-08-26 Cont ID  
Sent By hmoser Date 2005-08-26 Time 11:57 Rev Time 0.00
Received By hmoser Date 2005-08-26 Time 11:55 Sent To  
Notes
2005-08-26 00:00:00GARAGE STEARWELL REPLACEMENT.NO
 MECHANICAL.HM.
Review Stop P PLUMBING
Rev No 1 Status N Date 2006-04-13 Cont ID  
Sent By mwennerg Date 2006-04-13 Time 09:21 Rev Time 0.00
Received By mwennerg Date 2006-04-13 Time 09:21 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status N Date 2005-09-01 Cont ID  
Sent By mwennerg Date 2005-09-01 Time 15:38 Rev Time 0.00
Received By mwennerg Date 2005-09-01 Time 15:38 Sent To  
Notes
***NONE***


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