Plan Review Details - Permit 15060423
Plan Review Stops For Permit 15060423
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2015-10-14 Cont ID  
Sent By jwitmer Date 2015-10-14 Time 12:28 Rev Time 0.00
Received By jwitmer Date 2015-10-14 Time 11:50 Sent To  
Notes
2015-10-15 12:11:34SEE COMPLIANCE SHEETS:
 0775-S-STD-07
 0776- S-STD-08
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2015-07-14 Cont ID  
Sent By jwitmer Date 2015-07-14 Time 07:44 Rev Time 0.00
Received By jwitmer Date 2015-07-14 Time 07:15 Sent To  
Notes
2015-07-14 07:35:08BUILDING PLAN REVIEW
 W. P. B. PERMIT: 15060423 WAS STORAGE TANK UPGRADE
 ADD: 4395 EASLEY ST.
 CONT: TBD/ TO BE DETERMINED
 CONTACT: KURT PFEFFER, P. E.
 TEL: (561)997-8070
 E-MAIL: [email protected]
  
 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.
  
 1ST REVIEW
 DATE: TUES. JULY 14/ 2015
 ACTION: DENIED
  
 NOTE: SPECIFICATION BOOKS WILL NOT BE REVIEWED AS PART
 OF ANY PLAN REVIEW IF SUBMITTED THEY GET STAMPED VOID.
  
 1) PLEASE EITHER REMOVE THE INDEX SHEETS 0002-6-GEN.02
 THROUGH 0005-6-GEN.05 OR VOID THEM OUT THEY ARE OF NO
 USE TO THIS PROJECT THE WAY IT WAS SUBMITTED. THE PLANS
 DO NOT FOLLOW THE INDEX BEING BROUGHT IN BY BUILDING
 TYPES. 107.2.1.4 QUALITY OF BUILDING PLANS.THE INDEX
 SHOWS 5 ARCHITECTURAL SHEETS WHEREAS IN THIS SUBMITTAL
 THERE ARE ONLY 3 SHEETS SUBMITTED?
  
 2) SHEET 0241-S GEN-01 GENERAL STRUCTURAL NOTES, NOTE
 G-3 PLEASE NOTE CORRECT PALM BEACH COUNTY AMENDMENTS,
 THE CITY OF WEST PALM BEACH IS UNDER HOME RULE AND THE
 CITY HAS ITS OWN CHAPTER 1 AMENDMENTS. 2010 WEST PALM
 BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER
 1, ADMINISTRATION.
  
 3A) THIS PERMIT WILL REQUIRE A RESIDENT INSPECTOR.
 PLEASE REVIEW 2010 WEST PALM BEACH AMENDMENTS TO THE
 FLORIDA BUILDING CODE, CHAPTER 1, SECTION 2010 WEST
 PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE,
 CHAPTER 1, ADMINISTRATION, 110.3.9 OTHER INSPECTIONS
 SERVICES. THE BUILDING OFFICIAL MAY MAKE, OR CAUSE TO
 BE MADE BY OTHERS, THE INSPECTIONS REQUIRED BY SECTION
 109. HE/SHE MAY ACCEPT REPORTS OF INSPECTORS OF
 RECOGNIZED INSPECTION SERVICES, PROVIDED THAT AFTER
 INVESTIGATION HE/SHE IS SATISFIED AS TO THEIR
 QUALIFICATIONS AND RELIABILITY. A CERTIFICATE CALLED
 FOR BY ANY PROVISION OF THE TECHNICAL CODES SHALL NOT
 BE BASED ON SUCH REPORTS UNLESS THE SAME ARE IN WRITING
 AND CERTIFIED BY A RESPONSIBLE OFFICER OF SUCH SERVICE.
 THE BUILDING OFFICIAL MAY REQUIRE THE OWNER TO EMPLOY
 AN INSPECTION SERVICE IN THE FOLLOWING INSTANCES:
  
 1. FOR BUILDINGS OR ADDITIONS OF TYPE I OR II
 CONSTRUCTION
 2. FOR ALL MAJOR STRUCTURAL ALTERATIONS
 3. WHERE THE CONCRETE DESIGN IS BASED ON COMPRESSIVE
 STRENGTH (F ?C) IN EXCESS OF 3000
 POUNDS PER SQUARE INCH
 4. FOR PILE DRIVING
 5. FOR BUILDINGS WITH AREA GREATER THAN 20,000 SQUARE
 FOOT
 6. FOR BUILDINGS MORE THAN 2 STORIES IN HEIGHT
 7. FOR BUILDINGS AND STRUCTURES OF UNUSUAL DESIGN OR
 METHODS OF CONSTRUCTION
  
 3B) RESIDENT INSPECTOR FORMS MUST BE SIGNED BY ALL
 PARTIES NOTARIZED AND RETURNED TO THE BUILDING
 DEPARTMENT.
 FORMS E-MAILED TO: [email protected] THURS.
 JULY 02/2015 07:25 AM.
  
 3C) FOR THE RESIDENT INSPECTOR PLEASE PROVIDE A RESUME'
 OF INSPECTION EXPERIENCE ON PREVIOUS PROJECT. THE
 RESUME' MUST BE ACCOMPANIED BY ALL CERTIFICATES AS
 SPECIFIED HEREIN. THE BUILDING OFFICIAL OR HIS DESIGNEE
 WILL REVIEW THE RESUME'. AFTER THE RESUME' IS REVIEWED,
 AN INTERVIEW WILL BE SCHEDULED. UNDER NO CIRCUMSTANCES
 WILL AN INSPECTOR BE INTERVIEWED FOR WORK WITHOUT FIRST
 MEETING THE ABOVE CRITERIA.
 CONTACT KEN CONRAD
 TEL: 561-805-6666
 E-MAIL: [email protected] OR [email protected]
  
 3D) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR
 HISTORY FOR THIS TYPE OF CONSTRUCTION. THIS MAY BE
 SUBMITTED TO KEN CONRAD BY E-MAIL. KEN CONRAD:
 [email protected] OR [email protected]
  
 3E) INFORMATIONAL!!!! NOTE FOR PAPER PLANS 3 SETS OF
 DOCUMENTS ARE REQUIRED. FOR DIGITAL PLANS, AFTER PERMIT
 ISSUANCE, THE PERMIT LIBRARIAN WILL E-MAIL YOU, THE
 APPROVED AND BATCH STAMPED PLANS SO YOU MAY PRINT YOUR
 PLANS, TWO SETS OF PLANS WILL NEED TO BE PRINTED IN
 COLOR, (1) FOR THE RESIDENT INSPECTOR, THE OTHER FOR
 THE MEP INSPECTORS.
  
 3F) INFORMATIONAL!!!!! PLEASE CALL THE CITY OF WEST
 PALM BEACHES AUTOMATED TELEPHONE INSPECTIONS LINE (561)
 805-6700) FOR IN-PROGRESS INSPECTIONS FOR AUDITING OF
 JOBSITE INSPECTIONS. NOTE IF INSPECTIONS ARE NOT CALLED
 IN, THE PERMIT EXPIRES 6 MONTHS AFTER THE PERMIT
 ISSUANCE DATE. A RENEWAL PERMIT WOULD BE REQUIRED AT
 THAT POINT.
  
 4) SHEET 0241-S GEN-01 GENERAL STRUCTURAL NOTES, HAS A
 HEADING FOR FOUNDATION WORK BUT THERE IS NO CRITERIA
 LISTED FOR THE SOILS INVESTIGATION REPORT, DATE AND
 COMPANY COMPLETING THE SOILS INVESTIGATION. 2010 FBC-B
 1803.5.2. FOUNDATION NOTE F-2 PROVIDES THE ALLOWABLE
 SOILS BEARING PRESSURES BUT THERE IS NO DOCUMENTATION
 OF A SOILS ANALYSIS AND EVALUATION EVER TAKING PLACE.
  
 5) PLEASE NOTE THAT A COPY OF DUNKELBERGER TESTING
 REPORT HD145002 APRIL 10, 2014 WAS SUBMITTED BY E-MAIL
 FOR REVIEW. THIS REPORT WILL NEED TO EITHER HAVE A HARD
 COPY SIGNED AND SEALED OR THE ELECTRONIC PEDDS
 SIGNATURE FOR ELECTRONIC VERSIONS OF THIS DOCUMENT.
  
 5A) DUNKELBERGER TESTING REPORT HD145002 APRIL 10,
 2014, PAGE 12 UNDER THE HEADING 9.2 VIBRO-COMPACTION
 VIBRO-COMPACTION FOR THE PROJECT SHOULD BE CARRIED OUT
 BY AN EXPERIENCED CONTRACTOR EMPLOYING A GROUND
 IMPROVEMENT PLAN THAT HE/SHE PREPARES. THE PLAN SHOULD
 UTILIZE CENTER-TO-CENTER SPACING FOR THE
 VIBRO-COMPACTION POINTS THAT ARE NORMALLY USED IN
 GRANULAR SOILS TO ACHIEVE 80 PERCENT RELATIVE DENSITY.
 BEFORE ADOPTION, THE GROUND IMPROVEMENT PLAN SHOULD BE
 REVIEWED BY THE GEOTECHNICAL ENGINEER AND STRUCTURAL
 ENGINEER FOR CONFORMANCE WITH THE INTENT OF THE
 FOUNDATION DESIGN.
 PLEASE PROVIDE FOR REVIEW BY THE BUILDING DEPARTMENT
 FOR COMPLIANCE.
  
 5B) DUNKELBERGER TESTING REPORT HD145002 APRIL 10,
 2014, PAGE 12 UNDER THE HEADING 9.2 VIBRO-COMPACTION
 RECOMMENDS THE EXCAVATED FILL FOR ALL OF THE DIGESTER
 TANKS NOT BE RE-USED, WILL THIS FILL BE USED ELSEWHERE
 ON SITE FOR FILL, AND IF SO STORED WHERE, A CONCERN AS
 TO THE CLOSENESS OF FILL STORED TO THE EXCAVATION OF
 THE DIGESTERS AND OR OTHER STRUCTURES. 2010 FBC-B
 3304.1.2 SURCHARGE & 1808.7 FOUNDATIONS ON OR ADJACENT
 TO SLOPES.
  
 5C) DUNKELBERGER TESTING REPORT HD145002 APRIL 10,
 2014, PAGE 12 UNDER THE HEADING 9.2 VIBRO-COMPACTION
 RECOMMENDS
 ADD FILL USED IN THE COMPACTION POINTS SHOULD CONSIST
 OF CLEAN SANDS HAVING A SUITABILITY NUMBER (SN) OF 20
 OR LOWER. WE DO NOT BELIEVE THAT THE ON-SITE SANDS WILL
 MEET THIS REQUIREMENT. THEREFORE THE ADD FILL WILL NEED
 TO BE IMPORTED. PLEASE INCORPORATE INTO THE VIBRO-
 FLOTATION PLAN.
  
 6) SHEET 0257-S-WAS-10. DETAILS SHOWS A GUARDRAIL
 SYSTEM BUT THERE ARE NO DIMENSIONS VERTICALLY SHOWING
 COMPLIANCE WITH SECTION 2010 FBC-B 1013.2 HEIGHT.
  
 7A) SHEET 0257-S-WAS-10. DETAILS SHOWS A GUARDRAIL
 SYSTEM WITH NO VERTICAL DIMENSIONS SHOWING COMPLIANCE
 WITH THE 1013.2 HEIGHT.
  
 7B) SHEET 0257-S-WAS-10. DETAILS SHOWS A GUARDRAIL
 SYSTEM WITH NO VERTICAL DIMENSIONS SHOWING COMPLIANCE
 WITH THE 2010 FBC-B 1012.2 HEIGHT REQUIREMENTS.
  
 7C) SHEET 0257-S-WAS-10. DETAILS DOES NOT PROVIDE
 COMPLIANCE WITH 2010 FBC-B 1607.7.1 AND 1607.7.1.1.
 LOADS ON HANDRAILS AND GUARDS.
  
 7D)SHEET 0257-S-WAS-10. DETAILS DOES NOT PROVIDE
 COMPLIANCE WITH 2010 FBC-B 1607.7.1 AND 1607.7.1.1.
 LOADS ON HANDRAILS AND GUARDS.
 7E) SHEET 0257-S-WAS-10. DETAILS DOES NOT PROVIDE
 COMPLIANCE WITH 2010 FBC-B 1013.2 HEIGHT & 1013.2
 HEIGHT.
  
 8) 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.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  
  
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2015-09-18 Cont ID  
Sent By dharvey Date 2015-09-18 Time 09:37 Rev Time 0.00
Received By dharvey Date 2015-09-18 Time 09:04 Sent To  
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 2 Status P Date 2015-07-24 Cont ID  
Sent By cranford Date 2015-07-24 Time 12:59 Rev Time 0.00
Received By cranford Date 2015-07-24 Time 12:59 Sent To  
Notes
2015-07-24 12:59:55JOHN ROACH VERIFIED APPLICATION WAS CONSISTENT WITH
 APPROVED SITE PLAN. SITE PLAN APPROVAL LETTER NOT YET
 DRAFTED.
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2015-06-30 Cont ID  
Sent By cranford Date 2015-06-30 Time 09:09 Rev Time 0.00
Received By cranford Date 2015-06-30 Time 09:07 Sent To  
Notes
2015-06-30 09:08:59FOR WAS STORAGE TANK
  
 1. PLEASE SUBMIT A COPY OF THE APPROVED SITE PLAN
 (Z14080026). WHEN SITE PLAN REVIEW IS REQUIRED, REVIEW
 AND APPROVAL ARE NECESSARY PRIOR TO ISSUANCE OF A
 BUILDING PERMIT. [SECTION 94-35(G) OF THE CITY'S CODE
 OF ORDINANCES]
  
 KELLY CRANFORD, P.E.
 LAND DEVELOPMENT ENGINEER
 PUBLIC WORKS DEPARTMENT
 CITY OF WEST PALM BEACH
 [email protected]
 561-494-1098 (OFFICE)
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2015-06-23 Cont ID  
Sent By wjolin Date 2015-06-23 Time 15:11 Rev Time 0.00
Received By wjolin Date 2015-06-23 Time 15:08 Sent To  
Notes
2015-06-23 15:11:154395 EASLEY DRIVE - W.A.S STORAGE TANK
 PERMIT #15060423
 REVIEW COMMENTS - FIRE DEPARTMENT
  
 SHEET E-WAS-06: ELECTRICAL ROOMS: PER NFPA 70 ARTICLE
 110.26(C)(3) PERSONNEL DOORS. WHERE CONDUCTORS AND
 EQUIPMENT USED ON CIRCUITS ARE OVER 600 VOLTS OR
 EQUIPMENT IS RATED 1200 A OR MORE THAT CONTAINS
 OVERCURRENT DEVICES, SWITCHING DEVICES, OR CONTROL
 DEVICES IS INSTALLED AND THERE IS A PERSONNEL DOOR(S)
 INTENDED FOR ENTRANCE TO AND EGRESS FROM THE WORKING
 SPACE LESS THAN 25 FEET FROM THE NEAREST EDGE OF THE
 WORKING SPACE, THE DOOR(S) SHALL OPEN IN THE DIRECTION
 OF EGRESS AND BE EQUIPPED WITH PANIC BARS, PRESSURE
 PLATES, OR OTHER DEVICES THAT ARE NORMALLY LATCHED BUT
 OPEN UNDER SIMPLE PRESSURE. CONFIRM CIRCUITS ARE NOT
 OVER 600 VOLTS AND EQUIPMENT IS NOT RATED 1200 A OR
 MORE.
  
 WESLEY JOLIN
 ASSISTANT FIRE MARSHAL
 FIRE INVESTIGATOR & INSPECTOR
 WEST PALM BEACH FIRE RESCUE
 [email protected]
 (561) 805-6730
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2015-10-26 Cont ID  
Sent By cpuell Date 2015-10-26 Time 08:01 Rev Time 0.00
Received By cpuell Date 2015-10-01 Time 13:58 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2015-09-18 Cont ID  
Sent By lmarchan Date 2015-09-18 Time 10:35 Rev Time 0.00
Received By lmarchan Date 2015-06-17 Time 14:11 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status N Date 2015-09-18 Cont ID  
Sent By lmarchan Date 2015-09-18 Time 10:34 Rev Time 0.00
Received By lmarchan Date 2015-09-18 Time 10:34 Sent To  
Notes
2015-09-18 10:34:16NOT REQUIRED PER SAK
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2015-10-14 Cont ID  
Sent By ccole Date 2015-10-14 Time 09:47 Rev Time 0.00
Received By ccole Date 2015-10-14 Time 09:47 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2015-07-27 Cont ID  
Sent By ccole Date 2015-07-27 Time 07:33 Rev Time 0.00
Received By ccole Date 2015-07-27 Time 07:33 Sent To  
Notes
2015-07-27 07:34:031ST REVIEW: FBC 2010 MECHANICAL
 PERMIT #15060423
  
 1) SHEET M-STD-03 (INCLUSIVE OF ALL PERMIT PLAN SETS
 CONTAINING THIS SHEET): REVISE NOTES #10 & 13
 REFERENCING THE CITY OF TALLAHASSEE FIRE HYDRANT
 COMPLIANCE INFORMATION.
 2) BASED ON THE SOILS REPORT- PIPE BEDDING AND
 DEWATERING GUIDELINES, PLEASE PROVIDE PIPE TRENCH
 CROSS-SECTION DETAILS FOR TYPICAL INSTALLATIONS AND
 HIGH WATER TABLE INSTALLATIONS. INDICATE TRENCH
 DIMENSIONS, PIPE EMBEDMENT DEPTHS, BEDDING MATERIALS
 AND THICKNESSES, COMPACTION AND BACKFILLING
 SPECIFICATIONS.
 3) PROVIDE CIVIL DRAWINGS THAT INCLUDE OVERALL
 UNDERGROUND PIPING LAYOUTS, AND ENLARGED AREA DRAWINGS
 DEPICTING THE UNDERGROUND PIPINGS SPECIFICALLY
 SERVICING EACH TANK, FACILITY, BUILDING, ETC.
 4) SHEETS H-STD-03 &H-STD-04: PLEASE REMOVE THESE
 SHEETS FROM THE PLAN SETS: THEY ARE NOT APPLICABLE TO
 THE THIS PROJECT.
 5) PROVIDE DIMENSIONED SECTION VIEWS AND DETAILS FOR
 THE GUARDRAIL AND HANDRAIL INSTALLATIONS- REFER TO
 SECTION 304.11 FBC-10 MECHANICAL.
 6) SUBMIT MANUFACTURER'S SPECIFICATIONS FOR PIPINGS AND
 FITTINGS, AND PIPE INSULATION REVIEWED AND APPROVED BY
 THE DESIGN PROFESSIONAL OF RECORD.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
  
  
  
  
  
Review Stop P PLUMBING
Rev No 2 Status P Date 2015-10-24 Cont ID  
Sent By tklarge Date 2015-10-24 Time 05:27 Rev Time 0.00
Received By tklarge Date 2015-10-24 Time 05:23 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status F Date 2015-07-22 Cont ID  
Sent By tklarge Date 2015-07-22 Time 11:43 Rev Time 0.00
Received By tklarge Date 2015-07-22 Time 11:40 Sent To  
Notes
2015-07-22 11:43:251) SUBMIT CIVIL DRAWINGS IN THIS PACKAGE THAT SHOW THE
 CONTINUATION POINTS OF ALL ASSOCIATED PIPNG FOR THIS
 STRUCTURE. WPB AMEND. TO FBC SEC. 107.1.
 2) SHT.M-STD-09 - DETAIL1542102 - THE WYE SHALL BE
 INSTALLED IN THE DIREECTION OF FLOW. FBC-PLUMBING SEC.
 706.3.
  
 PLUMBING PLAN REVIEW
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 561-805-6692
 [email protected]
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status P Date 2015-10-30 Cont ID  
Sent By skennedy Date 2015-10-30 Time 12:02 Rev Time 0.00
Received By skennedy Date 2015-10-30 Time 12:02 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status P Date 2015-09-08 Cont ID  
Sent By jroach Date 2015-09-08 Time 13:43 Rev Time 0.00
Received By jroach Date 2015-09-08 Time 13:43 Sent To  
Notes
***NONE***


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