Plan Review Details - Permit 15060558
Plan Review Stops For Permit 15060558
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2016-03-17 Cont ID  
Sent By jwitmer Date 2016-03-17 Time 08:20 Rev Time 0.00
Received By jwitmer Date 2016-03-17 Time 07:00 Sent To  
Notes
2016-03-17 08:06:40BUILDING PLAN REVIEW
 W. P. B. PERMIT: 15060558 FERRIC CHLORIDE FACILITY
 ADD: 4395 EASLEY ST.
 CONT: TBD/ POOLE & KENT
 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.
  
 3RD REVIEW
 DATE: THURS. MAR. 17/2016
 ACTION: DENIED
  
 NOTE: SPECIFICATION BOOKS WILL NOT BE REVIEWED AS PART
 OF ANY PLAN REVIEW IF SUBMITTED THEY GET STAMPED VOID.
  
 6A-D) BUILDING PROVISO: 107.3.4.2 DEFERRED SUBMITTALS.
 FOR THE PURPOSES OF THIS SECTION, DEFERRED SUBMITTALS
 ARE DEFINED AS THOSE PORTIONS OF THE DESIGN THAT ARE
 NOT SUBMITTED AT THE TIME OF THE APPLICATION AND THAT
 ARE TO BE SUBMITTED TO THE BUILDING OFFICIAL WITHIN A
 SPECIFIED PERIOD. DEFERRAL OF ANY SUBMITTAL ITEMS SHALL
 HAVE THE PRIOR APPROVAL OF THE BUILDING OFFICIAL. THE
 REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE
 SHALL LIST THE DEFERRED SUBMITTALS ON THE CONSTRUCTION
 DOCUMENTS FOR REVIEW BY THE BUILDING OFFICIAL.
  
 DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE
 SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN
 RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD
 THEM TO THE BUILDING OFFICIAL WITH A NOTATION
 INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE
 BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO
 THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL
 ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED
 SUBMITTAL DOCUMENTS HAVE
 BEEN APPROVED BY THE BUILDING OFFICIAL.
  
 SHEET 0334-S-FER-01:
 6A) PROVISO: NOTE # 3 INDICATES THE PRE-ENGINEERED
 METAL BUILDING SHALL BE DESIGNED PER THE 2010 FBC-B AND
 LIVE LOADS SHOWN ON DRAWINGS S-GEN-01. PLEASE PROVIDE
 THE SHOP DRAWINGS FOR THIS STRUCTURE, TO BE REVIEWED BY
 THE ENGINEER OF RECORD AND STAMPED WITH THEIR SHOP
 DRAWING STAMP OF APPROVAL.
  
 6B) PROVISO: NOTE THIS BUILDING HAS A METAL ROOF PANEL
 SYSTEM ANCHORED TO PURLINS. PLEASE PROVIDE THE SPACING
 FOR THE PURLINS AND PRODUCT APPROVAL AS REQUIRED BY:
 FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV.
 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION
 SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS:
 (31) (D) ROOFING PRODUCTS AND ASSEMBLIES
  
 6C) PROVISO: 2010 FBC 107.3.4.1 PRODUCT APPROVALS.
 THOSE PRODUCTS WHICH ARE REGULATED BY THE DCA RULE
 9N-03 SHALL BE REVIEWED AND APPROVED IN WRITING BY THE
 DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR
 JURISDICTIONAL APPROVAL. FL 61G1-23.015 (2) THE
 ARCHITECT IS RESPONSIBLE FOR SUPERVISING AND REVIEWING
 ALL PROJECT DATA, REPORTS, SHOP DRAWINGS ETC..
 FL 61G-15-30.006 (3) THE DELEGATED ENGINEER SHALL
 FORWARD THE DELEGATED ENGINEERING DOCUMENTS TO THE
 ENGINEER OF RECORD FOR REVIEW.
  
 6D) PROVISO: FL 61G-15-30.006 (3) THE DELEGATED
 ENGINEER SHALL FORWARD THE DELEGATED ENGINEERING
 DOCUMENTS TO THE ENGINEER OF RECORD FOR REVIEW.
 SHEET 0334-S-FER-01 NOTE # 3 INDICATES THE
 PRE-ENGINEERED METAL BUILDING SHALL BE DESIGNED PER THE
 2010 FBC-B WIND PROVISIONS PLEASE PROVIDE THE POSITIVE
 AND NEGATIVE PRESSURES FOR A OPEN BUILDING FOR ROOF
 ZONES 1, 2 & 3 FOR A BUILDING OF THIS HEIGHT.
 COMPONENTS & CLADDING PRESSURES POSITIVE & NEGATIVE
 TABLE 1609.2(2) .
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION
 DEVELOPMENT SERVICES DEPARTMENT
 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 2 Status F Date 2016-01-12 Cont ID  
Sent By jwitmer Date 2016-01-12 Time 11:45 Rev Time 0.00
Received By jwitmer Date 2016-01-12 Time 08:36 Sent To  
Notes
2016-01-12 08:42:19BUILDING PLAN REVIEW
 W. P. B. PERMIT: 15060558 FERRIC CHLORIDE FACILITY
 ADD: 4395 EASLEY ST.
 CONT: TBD/ POOLE & KENT
 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.
  
 2ND REVIEW
 DATE: TUES. JAN. 12/2016
 ACTION: DENIED
  
 NOTE: SPECIFICATION BOOKS WILL NOT BE REVIEWED AS PART
 OF ANY PLAN REVIEW IF SUBMITTED THEY GET STAMPED VOID.
  
 1-5) COMPLIED.
  
 6A-D) BUILDING PROVISO: 107.3.4.2 DEFERRED SUBMITTALS.
 FOR THE PURPOSES OF THIS SECTION, DEFERRED SUBMITTALS
 ARE DEFINED AS THOSE PORTIONS OF THE DESIGN THAT ARE
 NOT SUBMITTED AT THE TIME OF THE APPLICATION AND THAT
 ARE TO BE SUBMITTED TO THE BUILDING OFFICIAL WITHIN A
 SPECIFIED PERIOD. DEFERRAL OF ANY SUBMITTAL ITEMS SHALL
 HAVE THE PRIOR APPROVAL OF THE BUILDING OFFICIAL. THE
 REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE
 SHALL LIST THE DEFERRED SUBMITTALS ON THE CONSTRUCTION
 DOCUMENTS FOR REVIEW BY THE BUILDING OFFICIAL.
  
 DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE
 SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN
 RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD
 THEM TO THE BUILDING OFFICIAL WITH A NOTATION
 INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE
 BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO
 THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL
 ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED
 SUBMITTAL DOCUMENTS HAVE
 BEEN APPROVED BY THE BUILDING OFFICIAL.
  
 SHEET 0334-S-FER-01:
 6A) NOTE # 3 INDICATES THE PRE-ENGINEERED METAL
 BUILDING SHALL BE DESIGNED PER THE 2010 FBC-B AND LIVE
 LOADS SHOWN ON DRAWINGS S-GEN-01. PLEASE PROVIDE THE
 SHOP DRAWINGS FOR THIS STRUCTURE, TO BE REVIEWED BY THE
 ENGINEER OF RECORD AND STAMPED WITH THEIR SHOP DRAWING
 STAMP OF APPROVAL.
  
 6B) NOTE THIS BUILDING HAS A METAL ROOF PANEL SYSTEM
 ANCHORED TO PURLINS. PLEASE PROVIDE THE SPACING FOR THE
 PURLINS AND PRODUCT APPROVAL AS REQUIRED BY: FLORIDA
 DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV. 01/ 2010
 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION SYSTEMS
 THAT WILL REQUIRE PRODUCT APPROVALS:
 (31) (D) ROOFING PRODUCTS AND ASSEMBLIES
  
 6C) 2010 FBC 107.3.4.1 PRODUCT APPROVALS. THOSE
 PRODUCTS WHICH ARE REGULATED BY THE DCA RULE 9N-03
 SHALL BE REVIEWED AND APPROVED IN WRITING BY THE
 DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR
 JURISDICTIONAL APPROVAL. FL 61G1-23.015 (2) THE
 ARCHITECT IS RESPONSIBLE FOR SUPERVISING AND REVIEWING
 ALL PROJECT DATA, REPORTS, SHOP DRAWINGS ETC..
  
 6D) SHEET 0334-S-FER-01 NOTE # 3 INDICATES THE
 PRE-ENGINEERED METAL BUILDING SHALL BE DESIGNED PER THE
 2010 FBC-B WIND PROVISIONS PLEASE PROVIDE THE POSITIVE
 AND NEGATIVE PRESSURES FOR A OPEN BUILDING FOR ROOF
 ZONES 1, 2 & 3 FOR A BUILDING OF THIS HEIGHT.
 COMPONENTS & CLADDING PRESSURES POSITIVE & NEGATIVE
 TABLE 1609.2(2) .
  
 7) 2ND REQUEST.
 PLEASE PROVIDE THE MSDS SHEETS FOR FERRIC CHLORIDE TO
 SEE IF THIS CHEMICAL IS CONSIDERED A HAZARDOUS MATERIAL
 IN THE QANITIES TO BE STORED AT THIS SITE. PLEASE
 PROVIDE HOWL THIS CHEMICAL WILL BE STORED, LIQUID,
 UNDER PRESSURE, PER CENT OF CONCENTRATION. THIS
 CHEMICAL IS CONSIDERED A CORROSIVE, HOW WILL IT BE
 CONTAINED TO NOT EAT UP THE METAL SUPPORTS AND BUILDING
 ROOF? 2010 FBC-B (F) TABLE 414.2.5(1)(1) CORROSIVES.
  
 F] 415.9 GROUPS H-3 AND H-4. GROUPS H-3 AND H-4 SHALL
 BE CONSTRUCTED IN ACCORDANCE WITH THE APPLICABLE
 PROVISIONS OF THIS CODE AND THE FLORIDA FIRE PREVENTION
 CODE.
  
 PLEASE PROVIDE HOW COMPLIANCE WITH NFPA 1 SECTION 60,
 TABLE 60.2.6.5 FOR CORROSIVE IN A CLOSED SYSTEM ONLY
 ALLOWS 500 GALLONS AND STORAGE 1950 GALLONS.
  
 THE 2 TANKS TOTAL CAPACITY IS 32,000 GALLONS OR 4,278
 SQ. FT. THE SECONDARY CONTAINMENT WILL ONLY HOLD 2,879
 CU. FT. IT WOULD SEAM THE CONTAINMENT TANK WOULD NEED
 TO BE LARGER, PLEASE PROVIDE WHERE NFPA GIVES RELEAF TO
 THIS REQUIREMENT PLEASE?
  
 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 B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2015-07-27 Cont ID  
Sent By   Date 2015-07-27 Time   Rev Time 0.00
Received By jwitmer Date 2015-07-27 Time 08:22 Sent To  
Notes
2015-07-27 08:24:21BUILDING PLAN REVIEW
 W. P. B. PERMIT: 15060558 FERRIC CHLORIDE FACILITY
 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: MON. JULY 27/ 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.
  
 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.
  
 6) SHEET 0334-S-FER-01:
 6A) NOTE # 3 INDICATES THE PRE-ENGINEERED METAL
 BUILDING SHALL BE DESIGNED PER THE 2010 FBC-B AND LIVE
 LOADS SHOWN ON DRAWINGS S-GEN-01. PLEASE PROVIDE THE
 SHOP DRAWINGS FOR THIS STRUCTURE, TO BE REVIEWED BY THE
 ENGINEER OF RECORD AND STAMPED WITH THEIR SHOP DRAWING
 STAMP OF APPROVAL.
  
 6B) NOTE THIS BUILDING HAS A METAL ROOF PANEL SYSTEM
 ANCHORED TO PURLINS. PLEASE PROVIDE THE SPACING FOR THE
 PURLINS AND PRODUCT APPROVAL AS REQUIRED BY: FLORIDA
 DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV. 01/ 2010
 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION SYSTEMS
 THAT WILL REQUIRE PRODUCT APPROVALS:
 (31) (D) ROOFING PRODUCTS AND ASSEMBLIES
  
 6C) 2010 FBC 107.3.4.1 PRODUCT APPROVALS. THOSE
 PRODUCTS WHICH ARE REGULATED BY THE DCA RULE 9N-03
 SHALL BE REVIEWED AND APPROVED IN WRITING BY THE
 DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR
 JURISDICTIONAL APPROVAL. FL 61G1-23.015 (2) THE
 ARCHITECT IS RESPONSIBLE FOR SUPERVISING AND REVIEWING
 ALL PROJECT DATA, REPORTS, SHOP DRAWINGS ETC..
  
 6D) SHEET 0334-S-FER-01 NOTE # 3 INDICATES THE
 PRE-ENGINEERED METAL BUILDING SHALL BE DESIGNED PER THE
 2010 FBC-B WIND PROVISIONS PLEASE PROVIDE THE POSITIVE
 AND NEGATIVE PRESSURES FOR A OPEN BUILDING FOR ROOF
 ZONES 1, 2 & 3 FOR A BUILDING OF THIS HEIGHT.
 COMPONENTS & CLADDING PRESSURES POSITIVE & NEGATIVE
 TABLE 1609.2(2) .
  
 7) PLEASE PROVIDE THE MSDS SHEETS FOR FERRIC CHLORIDE
 TO SEE IF THIS CHEMICAL IS CONSIDERED A HAZARDOUS
 MATERIAL IN THE QANITIES TO BE STORED AT THIS SITE.
 PLEASE PROVIDE HOWL THIS CHEMICAL WILL BE STORED,
 LIQUID, UNDER PRESSURE, PER CENT OF CONCENTRATION. THIS
 CHEMICAL IS CONSIDERED A CORROSIVE, HOW WILL IT BE
 CONTAINED TO NOT EAT UP THE METAL SUPPORTS AND BUILDING
 ROOF? 2010 FBC-B (F) TABLE 414.2.5(1)(1) CORROSIVES.
  
 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 2015-12-08 Cont ID  
Sent By dharvey Date 2015-12-08 Time 09:13 Rev Time 0.00
Received By dharvey Date 2015-12-08 Time 08:58 Sent To I
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 09:44 Rev Time 0.00
Received By cranford Date 2015-07-24 Time 09:44 Sent To  
Notes
2015-07-24 09:44:49JOHN 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 08:49 Rev Time 0.00
Received By cranford Date 2015-06-30 Time 08:48 Sent To  
Notes
2015-06-30 08:49:27FOR FERRIC CHLORIDA FACILITY
  
 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 2015-06-25 Cont ID  
Sent By wjolin Date 2015-06-25 Time 14:10 Rev Time 0.00
Received By wjolin Date 2015-06-25 Time 14:10 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2016-03-21 Cont ID  
Sent By lmarchan Date 2016-03-21 Time 12:50 Rev Time 0.00
Received By lmarchan Date 2016-03-15 Time 08:43 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2016-01-12 Cont ID  
Sent By jwitmer Date 2016-01-12 Time 11:45 Rev Time 0.00
Received By jwitmer Date 2016-01-06 Time 14:41 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2015-12-08 Cont ID  
Sent By dharvey Date 2015-12-08 Time 09:14 Rev Time 0.00
Received By dharvey Date 2015-06-17 Time 14:46 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status N Date 2015-07-27 Cont ID  
Sent By jwitmer Date 2015-07-27 Time 08:22 Rev Time 0.00
Received By jwitmer Date 2015-07-27 Time 08:22 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2016-03-21 Cont ID  
Sent By ccole Date 2016-03-21 Time 09:47 Rev Time 0.00
Received By ccole Date 2016-03-21 Time 09:18 Sent To  
Notes
2016-03-21 09:47:49MECHANICAL PROVISOS:
 PERMIT #15060558
 3/21/16
  
 1) MANUFACTURER'S SPECIFICATIONS AND WIND LOAD TIE DOWN
 ENGINEERING FOR THE FERRIC CHLORIDE TANKS, PROCESS AND
 VENT PIPING, VALVES ETC. SHALL BE REVIEWED AND APPROVED
 BY THE EOR AND SUBMITTED TO THE BUILDING DEPARTMENT
 PRIOR TO 1ST INSPECTION.
 A) DEFERRED SUBMITTAL: 107.3.4.2 DEFERRED SUBMITTALS.
 FOR THE PURPOSES OF THIS SECTION, DEFERRED SUBMITTALS
 ARE DEFINED AS THOSE PORTIONS OF THE DESIGN THAT ARE
 NOT SUBMITTED AT THE TIME OF THE APPLICATION AND THAT
 ARE TO BE SUBMITTED TO THE BUILDING OFFICIAL WITHIN A
 SPECIFIED PERIOD. DEFERRAL OF ANY SUBMITTAL ITEMS SHALL
 HAVE THE PRIOR APPROVAL OF THE BUILDING OFFICIAL. THE
 REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE
 SHALL LIST THE DEFERRED SUBMITTALS ON THE CONSTRUCTION
 DOCUMENTS FOR REVIEW BY THE BUILDING OFFICIAL.
 DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE
 SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN
 RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD
 THEM TO THE BUILDING OFFICIAL WITH A NOTATION
 INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE
 BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO
 THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL
 ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED
 SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING
 OFFICIAL.
 B) DEFERRED SUBMITTAL. 2010 FBC 107.3.4.1 PRODUCT
 APPROVALS. THOSE PRODUCTS WHICH ARE REGULATED BY THE
 DCA RULE 9N-03 SHALL BE REVIEWED AND APPROVED IN
 WRITING BY THE DESIGNER OF RECORD PRIOR TO SUBMITTAL
 FOR JURISDICTIONAL APPROVAL.
 2) REFER TO SECTION 414.6 FBC-10 BUILDING: OUTDOOR
 STORAGE, DISPENSING AND USE.
 THE OUTDOOR STORAGE, DISPENSING AND USE OF HAZARDOUS
 MATERIALS SHALL BE IN ACCORDANCE WITH THE FLORIDA FIRE
 PREVENTION CODE.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
  
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2016-01-13 Cont ID  
Sent By ccole Date 2016-01-12 Time 12:35 Rev Time 0.00
Received By ccole Date 2016-01-12 Time 12:35 Sent To  
Notes
2016-01-12 12:37:21MECHANICAL PROVISOS:
 PERMIT #15060558
 01/12/16
  
 1) MANUFACTURER'S SPECIFICATIONS FOR PROCESS PIPING AND
 WIND LOAD TIE DOWN ENGINEERING FOR THE FERRIC CHLORIDE
 TANKS SHALL BE REVIEWED AND APPROVED BY THE EOR AND
 SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO 1ST
 INSPECTION.
 A) DEFERRED SUBMITTAL: 107.3.4.2 DEFERRED SUBMITTALS.
 FOR THE PURPOSES OF THIS SECTION, DEFERRED SUBMITTALS
 ARE DEFINED AS THOSE PORTIONS OF THE DESIGN THAT ARE
 NOT SUBMITTED AT THE TIME OF THE
 APPLICATION AND THAT ARE TO BE SUBMITTED TO THE
 BUILDING OFFICIAL WITHIN A SPECIFIED PERIOD. DEFERRAL
 OF ANY SUBMITTAL ITEMS SHALL HAVE THE PRIOR APPROVAL OF
 THE BUILDING OFFICIAL. THE REGISTERED DESIGN
 PROFESSIONAL IN RESPONSIBLE CHARGE SHALL LIST THE
 DEFERRED SUBMITTALS ON THE CONSTRUCTION DOCUMENTS FOR
 REVIEW BY THE BUILDING OFFICIAL.
 DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE
 SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN
 RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD
 THEM TO THE BUILDING OFFICIAL WITH A NOTATION
 INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE
 BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO
 THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL
 ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED
 SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING
 OFFICIAL.
 B) DEFERRED SUBMITTAL. 2010 FBC 107.3.4.1 PRODUCT
 APPROVALS. THOSE PRODUCTS WHICH ARE REGULATED BY THE
 DCA RULE 9N-03 SHALL BE REVIEWED AND APPROVED IN
 WRITING BY THE DESIGNER OF RECORD PRIOR TO SUBMITTAL
 FOR JURISDICTIONAL APPROVAL.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2015-08-04 Cont ID  
Sent By ccole Date 2015-08-04 Time 07:25 Rev Time 0.00
Received By ccole Date 2015-08-04 Time 07:16 Sent To  
Notes
2015-08-04 08:15:241ST REVIEW: FBC 2010 MECHANICAL
 PERMIT #15060558 FERRIC CHLORIDE FACILITY
 8/4/15
  
 1) SUBMIT MSDS SHEETS FOR THE FERRIC CHLORIDE
 2) REFER TO SECTIONS 414.3 FBC-10 BUILDING AND 502.9
 FBC-10 MECHANICAL, AND PROVIDE AN EXHAUST VENTILATION
 PLAN FOR THE STORAGE FACILITY.
 PROVIDE ON THE PLAN: A) VENTILATION CALCULATIONS B) THE
 SOURCE OF MAKEUP AIR. C) THE LOCATION OF THE EXHAUST
 FAN(S). D) FAN EQUIPMENT SCHEDULES E) SEQUENCE OF
 OPERATION DIAGRAM AND NARRATIVE DECRIPTION- REFER TO
 SECTION 502.8.1.1 FBC-10 MECHANICAL- SYSTEMS
 REQUIREMENTS:
 EXHAUST VENTILATION SYSTEMS SHALL COMPLY WITH ALL OF
 THE FOLLOWING:
 1. THE INSTALLATION SHALL BE IN ACCORDANCE WITH THIS
 CODE.
 2. MECHANICAL VENTILATION SHALL BE PROVIDED AT A RATE
 OF NOT LESS THAN 1 CFM PER SQUARE FOOT [0.00508 M3/(S ?
 M2)] OF FLOOR AREA OVER THE STORAGE AREA.
 3. THE SYSTEMS SHALL OPERATE CONTINUOUSLY UNLESS
 ALTERNATE DESIGNS ARE APPROVED.
 4. A MANUAL SHUTOFF CONTROL SHALL BE PROVIDED OUTSIDE
 OF THE ROOM IN A POSITION ADJACENT TO THE ACCESS DOOR
 TO THE ROOM OR IN ANOTHER APPROVED LOCATION. THE SWITCH
 SHALL BE A BREAK-GLASS OR OTHER APPROVED TYPE AND SHALL
 BE LABELED: VENTILATION SYSTEM EMERGENCY SHUTOFF.
 5. THE EXHAUST VENTILATION SHALL BE DESIGNED TO
 CONSIDER THE DENSITY OF THE POTENTIAL FUMES OR VAPORS
 RELEASED. FOR FUMES OR VAPORS THAT ARE HEAVIER THAN
 AIR, EXHAUST SHALL BE TAKEN FROM A POINT WITHIN 12
 INCHES (305 MM) OF THE FLOOR. FOR FUMES OR VAPORS THAT
 ARE LIGHTER THAN AIR, EXHAUST SHALL BE TAKEN FROM A
 POINT WITHIN 12 INCHES (305 MM) OF THE HIGHEST POINT OF
 THE ROOM.
 6. THE LOCATION OF BOTH THE EXHAUST AND INLET AIR
 OPENINGS SHALL BE DESIGNED TO PROVIDE AIR MOVEMENT
 ACROSS ALL PORTIONS OF THE FLOOR OR ROOM TO PREVENT THE
 ACCUMULATION OF VAPORS.
 7. THE EXHAUST AIR SHALL NOT BE RECIRCULATED TO
 OCCUPIED AREAS IF THE MATERIALS STORED ARE CAPABLE OF
 EMITTING HAZARDOUS VAPORS AND CONTAMINANTS HAVE NOT
 BEEN REMOVED. AIR CONTAMINATED WITH EXPLOSIVE OR
 FLAMMABLE VAPORS, FUMES OR DUSTS; FLAMMABLE, HIGHLY
 TOXIC OR TOXIC GASES; OR RADIOACTIVE MATERIALS SHALL
 NOT BE RECIRCULATED.
 8) 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.
 9) 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.
 10) PROVIDE CIVIL DRAWINGS THAT INCLUDE OVERALL
 UNDERGROUND PIPING LAYOUTS, AND ENLARGED AREA DRAWINGS
 DEPICTING THE UNDERGROUND PIPINGS SPECIFICALLY
 SERVICING EACH TANK, FACILITY, BUILDING, ETC.
 11) SUBMIT MANUFACTURER'S SPECIFICATIONS FOR PIPINGS
 AND FITTINGS 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 3 Status P Date 2016-03-21 Cont ID  
Sent By tklarge Date 2016-03-21 Time 12:23 Rev Time 0.00
Received By tklarge Date 2016-03-21 Time 12:10 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status F Date 2016-01-13 Cont ID  
Sent By tklarge Date 2016-01-13 Time 08:41 Rev Time 0.00
Received By tklarge Date 2016-01-13 Time 04:44 Sent To  
Notes
2016-01-13 06:53:281) PER THE SUBMITTED MSDS SHEETS FERRIC CHLORIDE IS
 CONSIDERED A CORROSIVE LIQUID. TABLE 307.1 (2) OF THE
 2014 FBCB, THE MAXIMUM ALLOWABLE QUANTITY TO BE STORED
 ONSITE IS 500 GALLONS. THE AMOUNT STORED CAN BE
 INCREASED 100% IF THE STRUCTURE IS EQUIPPED WITH AN
 APPROVED AUTOMATIC SPRINKLER SYSTEM PER 2014 FBC
 SEC.903.3.1.1. PLEASE CLARIFY HOW COMPLIANCE IS BEING
 MET FOR THE AMOUNT OF LIQUID BEING STORED ONSITE. THE
 PLANS SHOW TWO (2) 16,000 GALLON TANKS. THIS FACILITY
 IS CLASSIFIED AS AN H-4 PER SEC. 307.6 OF 2014 FBC.
 2) PROVIDE CALCULATIONS THAT THE CONTAINMENT AREA FOR
 THE TWO TANKS IS ADEQUATE TO HOLD THE CONTENTS OF BOTH
 TANKS IN THE EVENT OF A TANK RUPTURE. WPB AMEND. TO FBC
 SEC. 107.2.1.
 3) PLEASE REFER TO 2014 FBCB SEC.414.1.3. FOR REQUIRED
 INFO ON THE CONSTRUCTION DOCUMENTS.
  
 PLUMBING PLAN REVIEW
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 561-805-6692
 [email protected]
  
  
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2015-07-26 Cont ID  
Sent By tklarge Date 2015-07-26 Time 08:42 Rev Time 0.00
Received By tklarge Date 2015-07-26 Time 07:02 Sent To  
Notes
2015-07-26 08:41:541) SUBMIT MSDS FOR REVIEW FOR THE FERRIC CHLORIDE. WPB
 AMEND. TO FBC SEC.107.2.1.
 2) SUBMIT CIVIL DRAWINGS FOR THIS PORTION OF THE
 PROJECT. WPB AMEND.TO 2010 107.2.1.
 3) SHT.0216-M-FER-04, DETAIL #3 REFERS TO SHT.
 0214-M-FER-02 BUT THERE IS NO #3 SHOWN OR INDICATED ON
 THE PLAN. CLARIFY.
 4) SHT.0216-M-FER-OR, DETAIL #3 SHOWS A PIPELINE
 LABELED "STORMWATER REMOVAL" & "PRODUCT RECOVERY".
 SUBMIT DETAILS AS TO HOW THIS SEPARATION PROCESS IS
 DONE AND INDICATE THE DISCHARGE/TERMINATION POINTS FOR
 THE PRODUCT RECOVERY AND STORMWATER LINES.
 5) SHT.0766-M-STD-09 - DETAIL # 1542102 - THE WYE SHALL
 BE INSTALLED IN THE DIRECTION OF FLOW. REVISE DETAIL.
 2010 FPC 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 2016-03-25 Cont ID  
Sent By skennedy Date 2016-03-25 Time 09:56 Rev Time 0.00
Received By skennedy Date 2016-03-25 Time 09:56 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 13:45 Rev Time 0.00
Received By jroach Date 2015-09-08 Time 13:45 Sent To  
Notes
***NONE***


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