Plan Review Notes
Plan Review Notes For Permit 15060551
Permit Number 15060551
Review Stop B
Sequence Number 1
Notes
Date Text
2015-07-13 09:50:52BUILDING PLAN REVIEW
 W. P. B. PERMIT: 15060551 M1-M4 SLUDGE PUMPING &
 BOILER/ GAS HANDILING BUILDING
 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. JULY06/ 2015
 ACTION: DENIED
  
 NOTE: SPECIFICATION BOOKS WILL NOT BE REVIEWED AS PART
 OF ANY PLAN REVIEW IF SUBMITED 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 BEACH?S 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 COMPLETEING 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 SPACINGS 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
 RECOMENDS THE EXCAVATED FILL FOR ALL OF THE DIGESTOR
 TANKS NOT BE RE-USED, WILL THIS FILL BE USED ELSE WHERE
 ON SITE FOR FILL, AND IF SO STORED WHERE, A CONCERN AS
 TO THE CLOSENESS OF FILL STORED TO THE EXCAVATION OF
 THE DIGESTORS 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
 RECOMENDS
 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) PLEASE PROVIDE WHERE THE PRESSURES FOR COMPONENTS &
 CLADDING CAN BE FOUND. SHEET 0283-S-ADF-17 T1 & T2
 SLUDGE PUMPING ROOF PLAN DOES NOT PROVIDE THE PRESSURES
 FOR ROOF ZONES 1,2,3 NOR THE WALL ZONES 4 & 5.
  
  
 7) 2010 FBC-B 1609.1.2 PROTECTION OF OPENINGS,
 1609.6.4.4.1 COMPONENTS & CLADDING
  
 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)(A) EXTERIOR DOORS.
 (B) WINDOWS
 (C) WALL LOUVERS
 (D) ROOFING PRODUCTS AND ASSEMBLIES
  
 8) 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.
  
 9) ADF ANAEROBIC DIGETION FACILITY. SHEET 0382-
 A-ADF-04 GAS HANDLING ROOM. PLEASE PROVIDE THE TYPE OF
 GAS TO BE HANDLED IN THIS ROOM, QUANITIES OF GAS TO BE
 USED & STORED IN THIS ROOM.
 MSDS SHEETS WERE SUBMITTED BUT NO INFORMATION WAS
 SUBMITTED WHERE THESE CHEMICALS WILL BE USED NOR
 STORED. IF QUANITIES OF CHEMICALS EXCEEDS THE AMOUNT IN
 2010 FBC-B TABLE 307.1(1) MAXIMUM ALLOWABLE QUANTITY
 PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A
 PHYSICAL HAZARDA, J, M, N, P. IF AMOUNTS OF CHEMICALS
 EXCEEDS THE ALLOWABLE AMOUNT IN TABLE 307.1(1) THEN
 EITHER ADDITIONAL CONTROL AREAS WOULD BE REQUIRED OR
 THIS PORTION OF THE BUILDING WILL NEED TO MEET THE
 REQUIREMENTS OF CHAPTER 414.
  
 10) MISSING INFORMATION ENERGY FORMS 2010 FBC-ENERGY
 103.2 ENERGY REPORTING FORMS. INFORMATION ON
 CONSTRUCTION DOCUMENTS. 103.2.1 CODE DEMONSTRATION
 FORMS. SEE TABLE 103.2.1.
  
 11) PLANS ARE MISSING THE REQUIRED INSULATION BY THE
 2010 FBC-ENERGY 502 BUILDING ENVELOPE REQUIREMENTS OR
 506 TOTAL BUILDING PERFORMANCE.
  
 12A) SHEET 0284-S-ADF-18 PRESSURES FOR COMPONENTS AND
 CLADDING EXPOSURE "C" @ 180 MPH, 20 FT ABOVE GRADE,
 VASD FOR ROOF ZONE 2 ARE LOW, WE TAKE THE PRESSURES AT
 10 SQ. FT. FOR ROOF TOP FASTENERS. 2010 FBC-B 1609.1.2
 PROTECTION OF OPENINGS, 2010 FBC-B 1609.6.4.41
 COMPONENTS & CLADDING
  
 12B) SHEET 0284-S-ADF-01 THRU -S-ADF- 40 NO PRESSURES
 FOR THE DOOR OPENINGS ARE NOT PROVIDED FOR THIS
 BUILDING. 2010 FBC-B 2010 FBC-B 1609.1.2 PROTECTION OF
 OPENINGS, 1609.6.4.41 COMPONENTS & CLADDING.
  
 13) SHEET S-ADF-01 INDICATES THE ANAEROBIS DIGESTION
 FACILITY AND THE ANAEROBIS DIGESTION ELECTRIC BUILDING
 ARE WITHIN 10'=0" OF EACH OTHER. PLEASE PROVIDE ON THE
 ARCHITECTURAL SHEETS THE 2 BUILDING LOCATIONS AND AN
 ASSUMED PROPERTY LINE BETWEEN THE 2 BUILDINGS, PLEASE
 SHOW COMPLIANCE WITH 2010 FBC-B TABLE 602
 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS
 BASED ON FIRE SEPARATION DISTANCE.
 TABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGS
 BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING
 PROTECTION.
  
 14) 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 CANNOT BE MADE AT THIS TIME, AS A
 RESULT OF THE ADDITIONAL INFORMATION REQUESTED
 ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF
 THIS REVIEW.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
 9) 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]
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  


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