Plan Review Details - Permit 20040712
Plan Review Stops For Permit 20040712
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2020-10-06 Cont ID  
Sent By jwitmer Date 2020-10-06 Time 11:24 Rev Time 0.00
Received By jwitmer Date   Time   Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2020-08-03 Cont ID  
Sent By jwitmer Date 2020-08-03 Time 13:29 Rev Time 0.00
Received By jwitmer Date 2020-08-03 Time 13:05 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2020-04-27 Cont ID  
Sent By jwitmer Date 2020-04-27 Time 17:37 Rev Time 0.00
Received By jwitmer Date 2020-04-27 Time 16:35 Sent To  
Notes
2020-04-27 17:37:482017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 20040712
 ADD: 2121 N. TAMARIND AVE.
 CONT: SPECTRUM RENOVATION
 TEL: 561-291-8350
 E-MAIL: [email protected]
  
 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2017 EXISTING BUILDING CODE. 801.3 COMPLIANCE. ALL NEW
 CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES
 SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
 BUILDING CODE, BUILDING.
  
 1ST REVIEW
 DATE: MON. APRIL 27TH/ 2020
 ACTION: DENIED
  
 1) SHEET 1 OF 1 DOES NOT PROVIDE ANY WIND DESIGN FOR
 THE DUMPSTER ENCLOSE. 2017 FBC-B 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 OF THE
 STRUCTURE:
  
 1.1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST),
 MILES PER HOUR AND NOMINAL DESIGN WIND SPEED, VASD, AS
 DETERMINED IN ACCORDANCE WITH SECTION 1609.3.1.
  
 1.2. RISK CATEGORY.
  
 1.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE
 THAN ONE WIND EXPOSURE IS UTILIZED. TABLE 1609.7.2.
 HEIGHT AND EXPOSURE. ASCE 7-10 TABLE 30.3.1.
  
 1.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT.
  
 1.5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR
 COMPONENTS AND CLADDING MATERIALS SPECIFICALLY DESIGNED
 BY THE REGISTERED DESIGN PROFESSIONAL RESPONSIBLE FOR
 THE DESIGN OF THE STRUCTURE, PSF.
  
 1.6TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT &
 EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE
 BUILDING. 1609.3.1 WIND SPEED CONVERSION VULT TO VASD.
  
 2) SHEET 1 OF 1 THE FOUNDATION DETAIL DOES NOT PROVIDE
 THE TYPE OF CONCRETE MINIMUM DESIGN FACTORS FOR
 CONCRETE AND REINFORCING STEEL.
 2017 FBC-B 1901.5 CONSTRUCTION DOCUMENTS.
 2.1 SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE.
 2.2 SPECIFIED STRENGTH OR GRADE OF THE REINFORCEMENT.
 2.3 LAP LENGTH OF THE VERTICAL REINFORCEMENT FROM THE
 VERTICAL TO HORIZONTAL BOND BEAM.
 2.4 SIZE AND LOCATION OF THE CLEAN-OUT HOLES TO REMOVE
 EXCESS MORTAR.
 2.5 THE PLANS ARE SILENT AS TO IF THE VERTICAL CELLS W/
 RE-ENFORCING AND BOND BEAM ARE GOING TO BE FILLED WITH
 GROUT OR PEA-ROCK. 2017 FBC-B 2103.3.
  
 3) SHEET 1 OF 1 DISCREPANCY IN THE FOUNDATION PLANS.
 THE WRITTEN NOTE INDICATES THE STEEL AS 2 CONTINUOUS #
 5?S BUT THE FOUNDATION PLAN INDICATES THE PLACEMENT OF
 3 RE-BARS. DISCREPANCY IN PLANS. ADDITIONAL INFORMATION
 IS REQUIRED.
  
 4) THE CUT SECTION OF THE WALL SHOWS THE UPRIGHT STEEL
 FROM THE FOOTER TO EXTEND 30 INCHES ABOVE THE TOP OF
 THE FOUNDATION WITH THE MAX. TO BE 48 INCHES BUT THE
 CUT SECTION DOES NOT SHOW VERTICAL RE-INFORCEMENT IN
 THE CUT SECTION OR IN THE PLAN VIEW WHICH CELLS WILL BE
 FILED AND HAVE REINFORCING IN THEM. 107.2.1.2
 ADDITIONAL INFORMATION IS REQUIRED.
  
 5) THE CUT SECTION OF THE WALL HAS A NOTE AT THE BOND
 BEAM ABOUT THE USE OF STIRRUPS IN THIS BOND BEAM.
 PLEASE NOTE STIRRUPS CANNOT BE USED IN A BOND BEAM.
 STIRRUPS ARE ONLY USED IN A CONCRETE BEAM THE MINIMUM
 WIDTH USUALLY A 8 INCH 4 BAR MINIMUM BEAM AS OVER
 WINDOW AND DOOR OPENINGS, THERE MAY BE ADDITIONAL
 HORIZONTAL BARS ADDED OR Z BARS ADDED FOR EXTRA LOAD
 BEARING CAPACITY. PLEASE UPDATE THE NOTE.
  
 6) WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION
 & REMOVE ANY VOIDED SHEETS & 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.
  
 A THOROUGH REVIEW OF THE PLANS COULD NOT HAPPEN SINCE
 THERE WAS A GREAT DEFICIENCY IN PLANS AND REQUIRED
 DOCUMENTATION. WITH THE NEXT PLAN REVIEW CYCLE THERE
 MAYBE ADDITIONAL REVIEW COMMENTS BECAUSE OF NEW PLANS
 AND INFORMATION LACKING UNDER THE PRIOR REVIEW.
  
  
 JAMES A. WITMER BN, PX, SFP, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT
 401 CLEMATIS ST. WEST PALM BEACH. FL 33402
 TEL: 561-805-6717
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
Review Stop ENG ENGINEERING CSD
Rev No 3 Status P Date 2020-10-02 Cont ID  
Sent By rrossano Date 2020-10-02 Time   Rev Time 0.00
Received By rrossano Date 2020-10-02 Time   Sent To  
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 2 Status F Date 2020-08-19 Cont ID  
Sent By rrossano Date 2020-08-19 Time   Rev Time 0.00
Received By rrossano Date 2020-08-19 Time   Sent To  
Notes
2020-08-19 16:17:50DIMENSIONS OF PROPOSED DUMPSTER ENCLOSURE DO NOT COMPLY
 WITH CURRENT STANDARD DETAIL GC-7. EMAIL FOR A PDF COPY
 IF NEEDED.
  
 FEEL FREE TO CONTACT US IF YOU HAVE ANY QUESTIONS OR
 CONCERNS, THANKS.
  
 RICK ROSSANO
 PROJECT COORDINATOR
 ENGINEERING SERVICES DEPARTMENT
 401 CLEMATIS STREET, 4TH FLOOR
 WEST PALM BEACH, FL 33401
 (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402)
 MAIN PHONE: (561) 822-1200
 DIRECT: (561) 494-1098
 FAX: (561) 494-1116
 MOBILE: (561) 246-9525
 EMAIL: [email protected]
 WWW.WPB.ORG/ENGINEERING
  
Review Stop ENG ENGINEERING CSD
Rev No 1 Status N Date 2020-05-04 Cont ID  
Sent By rrossano Date 2020-05-04 Time   Rev Time 0.00
Received By rrossano Date 2020-05-04 Time   Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time 0.00
Received By lmarchan Date 2020-09-28 Time 15:38 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2020-08-26 Cont ID  
Sent By lmarchan Date 2020-08-26 Time 13:28 Rev Time 0.00
Received By lmarchan Date 2020-07-27 Time 11:16 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2020-07-27 Cont ID  
Sent By lmarchan Date 2020-07-27 Time 10:15 Rev Time 0.00
Received By lmarchan Date 2020-04-17 Time 08:28 Sent To  
Notes
***NONE***
Review Stop PW PUBLIC WORKS
Rev No 3 Status P Date 2021-01-25 Cont ID  
Sent By   Date 2021-01-25 Time   Rev Time 0.00
Received By   Date 2021-01-25 Time   Sent To  
Notes
2021-01-25 08:26:04NO FURTHER COMMENTS FROM PUBLIC WORKS.
  
 MATT HEJAZI
 DEPT. OF PUBLIC WORKS
 [email protected]
Review Stop PW PUBLIC WORKS
Rev No 2 Status F Date 2020-08-26 Cont ID  
Sent By   Date 2020-08-26 Time   Rev Time 0.00
Received By   Date 2020-08-26 Time   Sent To  
Notes
2020-08-26 12:01:10PLEASE MODIFY THE FOLLOWING:
  
 1- 4" DIA. BOLLARDS TO BE REPLACED BY A 10 FT-STOP BAR
 AS INDICAED IN THE GC-7.
 2- MIN. GATE OPENING TO BE 13 FT.
  
 MATT HEJAZI
 DEPT. OF PUBLIC WORKS
 [email protected]
  
Review Stop PW PUBLIC WORKS
Rev No 1 Status F Date 2020-07-23 Cont ID  
Sent By   Date 2020-07-23 Time   Rev Time 0.00
Received By   Date 2020-07-23 Time   Sent To  
Notes
2020-07-23 16:13:19FOR A FREESTANDING SITE DUMPSTER ENCLOSURE, THE
 ENCLOSURE SHALL COMPLY WITH THE LATEST REVISION OF CITY
 OF WEST PALM BEACH GENERAL CONSTRUCTION-GARBAGE
 ENCLOSURE STANDARD, GC-7.
  
  
 MATT HEJAZI
 DEPT. OF PUBLIC WORKS
 [email protected]
 561-822-2045
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status P Date 2020-10-15 Cont ID  
Sent By equinone Date 2020-10-15 Time 14:02 Rev Time 0.00
Received By equinone Date 2020-10-15 Time 14:02 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status P Date 2020-08-03 Cont ID  
Sent By jwitmer Date 2020-08-03 Time 13:28 Rev Time 0.00
Received By jwitmer Date 2020-08-03 Time 13:28 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 3 Status P Date 2020-10-07 Cont ID  
Sent By awooten Date 2020-10-07 Time   Rev Time 0.00
Received By awooten Date 2020-10-07 Time   Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 2 Status F Date 2020-08-20 Cont ID  
Sent By awooten Date 2020-08-20 Time   Rev Time 0.00
Received By awooten Date 2020-08-20 Time   Sent To  
Notes
2020-08-20 16:00:01*******************ZONING REVIEW
 FAILED**********************
  
 THE PROPOSED DUMPSTER ENCLOSURE DOES NOT COMPLY WITH
 THE CITY'S STANDARDS SET BY CODE.
  
 ALANA WOOTEN
 PLANNER
 PLANNING DIVISION
 561-822-1449
 [email protected]
Review Stop Z ZONING
Rev No 1 Status F Date 2020-06-23 Cont ID  
Sent By awooten Date 2020-06-23 Time   Rev Time  
Received By awooten Date 2020-06-23 Time   Sent To  
Notes
2020-06-23 16:08:05*******************ZONING REVIEW
 FAILED***********************
  
 PROVIDE ALL DIMENSIONS OF DUMPSTER ENCLOSURE ON PLANS,
 MEETING THE CITY'S REQUIREMENTS. CONTACT ME FOR A
 DUMPSTER DETAIL WITH THE REQUIREMENTS.
  
 ALANA WOOTEN
 PLANNER
 PLANNING DIVISION
 561-822-1449
 [email protected]


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