Plan Review Details - Permit 15060717
Plan Review Stops For Permit 15060717
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2016-01-26 Cont ID  
Sent By jwitmer Date 2016-01-26 Time 11:00 Rev Time 0.00
Received By jwitmer Date 2016-01-26 Time   Sent To  
Notes
***NONE***

Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2015-11-24 Cont ID  
Sent By jwitmer Date 2015-11-24 Time 11:31 Rev Time 0.00
Received By jwitmer Date 2015-11-24 Time 11:30 Sent To  
Notes
2015-11-24 11:31:53BUILDING PLAN REVIEW
 W. P. B. REVISION: 15060717
 W. P. B. PERMIT: 14110854
 ADD: 5335 N. MILITARY TRAIL
 CONT: SISCA CONSTRUCTION
 TEL: (561)864-4779
 E-MAIL: ????????????????
  
 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
 E-MAIL SENT TO:
 DATE: MON. NOV. 23/2015
 ACTION: DENIED
  
 E-MAIL SENT TO: DOREEN HAIR
 ,
 DOREEN,
 I'VE PULLED THE PLANS AND FOUND NEW CALCULATIONS DATED
 11/13/15. EVERYTHING LOOKED GOOD UNTIL I GOT TO PAGES
 18 & 19 WIND LOAD CERTIFICATIONS PREPARED BY PAUL WELCH
 P.E. THESE DOCUMENTS WERE COPIED. ON THE SHEETS YOU CAN
 SEE PART OF THE ENGINEER'S (PAUL WELCH) EMBOSSED SEAL
 AND SIGNATURE, THEN DAVID SANSOTTA SIGNED AND SEALED
 ANOTHER ENGINEER'S WORK!!!!!!! THAT IS A NO,NO!!!!!! IF
 MR. SANSOTTA IS NOT THE ENGINEER OF RECORD FOR THE
 PROJECT. IF HE IS TO INCLUDE ANOTHER ENGINEERS WORK
 WITHIN THE REPORT IT NEEDS TO BE ORIGINALS AND SO
 NOTED. THE STRUCTURAL SHEETS WERE SIGNED AND SEALED BY
 DAVID MULLINS THE ARCHITECT. MR. MULLINS IS THE ONE
 THAT SHOULD PUT THEIR SHOP DRAWING STAMP OF APPROVAL ON
 ALL OF THE DOCUMENTS BY BOTH ENGINEERS.
  
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]

Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2015-11-23 Cont ID  
Sent By jwitmer Date 2015-11-23 Time 06:45 Rev Time 0.00
Received By jwitmer Date 2015-11-23 Time 06:28 Sent To  
Notes
2015-11-24 06:59:08BUILDING PLAN REVIEW
 W. P. B. REVISION: 15060717
 W. P. B. PERMIT: 14110854
 ADD: 5335 N. MILITARY TRAIL
 CONT: SISCA CONSTRUCTION
 TEL: (561)864-4779
 E-MAIL: ????????????????
  
 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: MON. NOV. 23/2015
 ACTION: DENIED
  
 CALCULATIONS DATED : 7/27/2015 2ND VERSION DATED:
 8/28/2015
  
 1) STRUCTURAL EDGE ENGINEERING P. E. DAVID SANOTTA.:
 1A) 61G15-23.002(2) FL. ADMIN. CODE. A COVER SHEET OR
 INDEX SHEET FOR ENGINEERING SPECIFICATIONS MAY BE USED
 AND THAT SHEET MUST BE SIGNED IN RESPONSIBLE CHARGE OF
 THE PRODUCTION & PREPARATION OF EACH SECTION OF THE
 ENGINEERING SPECIFICATION WITH SUFFICIENT INFORMATION
 ON THE COVER SHEET OR INDEX LISTING HOW MANY PAGES ARE
 COVERED UNDER THE COVER SHEET OR INDEX SHEET.
  
 1B) CODE REFERANCED IS THE 2012 IBC, PLEASE NOTE THIS
 PROJECT WAS REVIEWED UNDER THE 2010 FBC, THE ADOPTED
 CODE.
  
 1C) SHEET # 3 LIST THE EXPOSURE AS A EXPOSURE B, PLEASE
 UPDATE THE STRUCTURAL CALCULATIONS TO AN EXPOSURE C.
 2010 FBC-B 1609.4.2 .THIS SURFACE ROUGHNESS SHALL ALSO
 APPLY TO ANY BUILDING LOCATED WITHIN SURFACE ROUGHNESS
 B-TYPE TERRAIN WHERE THE BUILDING IS WITHIN 100 FEET
 HORIZONTALLY IN ANY DIRECTION OF OPEN AREAS OF SURFACE
 ROUGHNESS C OR D-TYPE TERRAIN THAT EXTENDS MORE THAN
 600 FEET (182.9 M) AND WIDTH GREATER THAN 150 FEET IN
 THE UPWIND DIRECTION. SHORT-TERM (LESS THAN TWO YEAR)
 CHANGES IN THE PRE-EXISTING TERRAIN EXPOSURE, FOR THE
 PURPOSES OF DEVELOPMENT, SHALL NOT BE CONSIDERED
 SURFACE ROUGHNESS C.
  
 1D) REFERENCES THE 2012 IBC, NOTE THIS PROJECT SHOULD
 BE DESIGNED UNDER THE 2010 FBC-B.
  
 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 2015-09-04 Cont ID  
Sent By jwitmer Date 2015-09-04 Time 14:49 Rev Time 0.00
Received By jwitmer Date 2015-09-04 Time 14:37 Sent To  
Notes
2015-09-04 14:49:27BUILDING PLAN REVIEW
 W. P. B. REVISION: 15060717
 W. P. B. PERMIT: 14110854
 ADD: 5335 N. MILITARY TRAIL
 CONT: SISCA CONSTRUCTION
 TEL: (561)864-4779
 E-MAIL: ????????????????
  
 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: FRI. SEPT. 04/2015
 ACTION: DENIED
  
 CALCULATIONS DATED : 7/27/2015 2ND VERSION DATED:
 8/28/2015
  
 1) STRUCTURAL EDGE ENGINEERING P. E. DAVID SANOTTA.:
 1A) 61G15-23.002(2) FL. ADMIN. CODE. A COVER SHEET OR
 INDEX SHEET FOR ENGINEERING SPECIFICATIONS MAY BE USED
 AND THAT SHEET MUST BE SIGNED IN RESPONSIBLE CHARGE OF
 THE PRODUCTION & PREPARATION OF EACH SECTION OF THE
 ENGINEERING SPECIFICATION WITH SUFFICIENT INFORMATION
 ON THE COVER SHEET OR INDEX LISTING HOW MANY PAGES ARE
 COVERED UNDER THE COVER SHEET OR INDEX SHEET.
  
 1B) CODE REFERANCED IS THE 2012 IBC, PLEASE NOTE THIS
 PROJECT WAS REVIEWED UNDER THE 2010 FBC, THE ADOPTED
 CODE.
  
 1C) SHEET # 3 LIST THE EXPOSURE AS A EXPOSURE B, PLEASE
 UPDATE THE STRUCTURAL CALCULATIONS TO AN EXPOSURE C.
 2010 FBC-B 1609.4.2 .THIS SURFACE ROUGHNESS SHALL ALSO
 APPLY TO ANY BUILDING LOCATED WITHIN SURFACE ROUGHNESS
 B-TYPE TERRAIN WHERE THE BUILDING IS WITHIN 100 FEET
 HORIZONTALLY IN ANY DIRECTION OF OPEN AREAS OF SURFACE
 ROUGHNESS C OR D-TYPE TERRAIN THAT EXTENDS MORE THAN
 600 FEET (182.9 M) AND WIDTH GREATER THAN 150 FEET IN
 THE UPWIND DIRECTION. SHORT-TERM (LESS THAN TWO YEAR)
 CHANGES IN THE PRE-EXISTING TERRAIN EXPOSURE, FOR THE
 PURPOSES OF DEVELOPMENT, SHALL NOT BE CONSIDERED
 SURFACE ROUGHNESS C.
  
 1D) FERERENCES THE 2012 IBC, NOTE THIS PROJECT SHOULD
 BE DESIGNED UNDER THE 2010 FBC-B.
  
 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 E ELECTRICAL
Rev No 2 Status N Date 2015-07-29 Cont ID  
Sent By albarran Date 2015-07-29 Time 14:31 Rev Time 0.00
Received By albarran Date 2015-07-29 Time 14:25 Sent To I
Notes
2015-07-29 14:33:477/29/15 - THIS WAS GIVEN TO ME BY CC TO DO THE INCOMING
 AND STAMP NEW ELECTRICAL PAGES. ELECTRICAL PAGES WERE
 ALREADY STAMPED, SO NEW STAMP WAS UNNECESSARY. SENT TO
 SMALL DENIED BIN "S". MA

Review Stop E ELECTRICAL
Rev No 1 Status P Date 2015-06-22 Cont ID  
Sent By dhayes Date 2015-06-22 Time 09:11 Rev Time 0.00
Received By dhayes Date 2015-06-22 Time 09:11 Sent To  
Notes
***NONE***

Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2016-01-26 Cont ID  
Sent By jwitmer Date 2016-01-26 Time 10:56 Rev Time 0.00
Received By jwitmer Date 2016-01-25 Time   Sent To  
Notes
***NONE***

Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2015-11-23 Cont ID  
Sent By jwitmer Date 2015-11-23 Time 06:45 Rev Time 0.00
Received By jwitmer Date 2015-11-18 Time 13:48 Sent To  
Notes
2015-11-18 13:48:32RESUB ROUTED TO CCOLE

Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2015-09-04 Cont ID  
Sent By jwitmer Date 2015-09-04 Time 14:49 Rev Time 0.00
Received By jwitmer Date 2015-09-02 Time 15:53 Sent To  
Notes
2015-09-02 15:53:46RESUB ROUTED TO CCOLE

Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2015-07-29 Cont ID  
Sent By albarran Date 2015-07-29 Time 14:34 Rev Time 0.00
Received By albarran Date 2015-07-28 Time 10:24 Sent To  
Notes
2015-07-29 14:34:297/29/15 - THIS WAS GIVEN TO ME BY CC TO DO THE INCOMING
 AND STAMP NEW ELECTRICAL PAGES. ELECTRICAL PAGES WERE
 ALREADY STAMPED, SO NEW STAMP WAS UNNECESSARY. SENT TO
 SMALL DENIED BIN "S". MA
2015-07-29 10:24:39CCOLE DESK

Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2015-06-22 Cont ID  
Sent By dhayes Date 2015-06-22 Time 09:12 Rev Time 0.00
Received By dhayes Date 2015-06-16 Time 17:02 Sent To  
Notes
2015-06-16 17:02:16TO MECH BOX
  

Review Stop M MECHANICAL (A/C)
Rev No 4 Status P Date 2015-11-19 Cont ID  
Sent By ccole Date 2015-11-19 Time 08:55 Rev Time 0.00
Received By ccole Date 2015-11-19 Time 08:55 Sent To  
Notes
2015-11-19 08:58:12MECHANICAL PROVISO
 PERMIT #15060717
 11/19/15
  
 1) WIND LOAD ENGINEERING FOR TIE-DOWN OF THE RELOCATED
 RTU-3 SHALL BE SUBMITTED TO THE BUILDING DEPT. PRIOR TO
 1ST INSPECTION.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
  
  
  

Review Stop M MECHANICAL (A/C)
Rev No 3 Status F Date 2015-09-03 Cont ID  
Sent By ccole Date 2015-09-03 Time 07:24 Rev Time 0.00
Received By ccole Date 2015-09-02 Time 17:07 Sent To  
Notes
2015-09-03 08:15:122ND REVIEW: FBC 2010 MECHANICAL
 PERMIT #15060717
 9/3/15
  
 1) PAGE 20 OF THE SUBMITTED TIE-DOWN ENGINEERING FROM
 STRUCTURAL EDGE ENGINEERING SHOWS MULTIPLE OPTIONS FOR
 ATTACHING THE RTU TO THE CURB. A SITE SPECIFIC DETAIL
 IS REQUIRED- OPTIONS ARE NOT ACCEPTABLE TO THE WPB
 BUILDING DEPARTMENT. PLEASE NOTE THAT WELDING THE UNIT
 TO THE CURB MUST BE IN COMPLIANCE WITH THE
 MANUFACTURER'S INSTALLATION RECOMMENDATIONS. PLEASE
 PROVIDE EVIDENCE THAT THIS IS AN ACCEPTABLE METHOD BY
 THE MANUFACTURER- OTHERWISE THE PRODUCT WARRANTY MAY BE
 VOIDED.
 2) SUBMIT PRODUCT DATA (CUT) SHEETS FOR THE RTU CURB

Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2015-07-29 Cont ID  
Sent By ccole Date 2015-07-29 Time 11:49 Rev Time 0.00
Received By ccole Date 2015-07-29 Time 11:49 Sent To  
Notes
2015-07-29 12:04:532ND REVIEW: FBC 2010 MECHANICAL
  
 1) THE LOCATION OF RTU #3 SHOWN IN THE NEW STRUCTURAL
 8-1/2 X 11 PLAN SHEET SUBNITTAL DOES NOT MATCH THE
 RE-LOCATION ON THE M-1 PLAN.
 2) THE SUBMITTED 8-1/2 STRUCTURAL DRAWING INDICATES
 "EXISITING CURB TO DECK ATTACHMENT TO REMAIN". HOW IS
 THIS POSSIBLE IF THE UNIT HAS BEEN RELOCATED TO A SPOT
 WHERE THERE WASN'T A PRIOR CURB OR ROOF OPENING
 EXISTING? PLEASE PROVIDE COMPLETE STRUCTUAL DRAWINGS
 FOR THE INSTALLATION.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  

Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2015-06-17 Cont ID  
Sent By ccole Date 2015-06-17 Time 12:30 Rev Time 0.00
Received By ccole Date 2015-06-17 Time 12:29 Sent To E
Notes
2015-06-17 12:40:481ST REVIEW: FBC 2010 MECHANICAL
  
 1) THE REVISION INDICATES THE RELOCATION OF RTU #3 FROM
 THE ROOF ABOVE THE EXERCISE AREA TO THE ROOF ABOVE THE
 LOCKER/REST ROOM AREA: PROVIDE REVISIONS TO THE
 STRUCTURAL DRAWINGS AND DETAILS.
 2) REVISE THE ENERGY CALCULATIONS TO SHOW THE CHANGE
 FROM THE 15 SEER YORK RTU'S TO THE 13 SEER CARRIER
 RTU'S
  
 CHRISTOPHER COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  


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