Plan Review Details - Permit 15060563
Plan Review Stops For Permit 15060563
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2015-12-02 Cont ID  
Sent By skennedy Date 2015-12-02 Time 14:11 Rev Time 0.00
Received By skennedy Date 2015-12-02 Time 14:11 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2015-11-05 Cont ID  
Sent By jwitmer Date 2015-11-05 Time 11:28 Rev Time 0.00
Received By jwitmer Date 2015-11-05 Time 10:01 Sent To  
Notes
2015-11-05 11:28:14BUILDING PLAN REVIEW
 W. P. B. PERMIT: 15060563 CENTRIFUGE DEWATERING
 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.
  
 2ND REVIEW
 DATE: THURS. NOV. 05/ 2015
 ACTION: DENIED
  
 NOTE: SPECIFICATION BOOKS WILL NOT BE REVIEWED AS PART
 OF ANY PLAN REVIEW IF SUBMITTED THEY GET STAMPED VOID.
  
 1-4) COMPLIED.
  
  
 5) 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. PLANS ARE MISSING THE
 REQUIRED INSULATION BY THE 2010 FBC-ENERGY 502 BUILDING
 ENVELOPE REQUIREMENTS OR 506 TOTAL BUILDING
 PERFORMANCE.
  
 6) PROVISO: 2010 WEST PALM BEACH AMENDMENTS TO THE
 FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATION
 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.
  
 2010 FBC-B 1609.1.2 PROTECTION OF OPENINGS, 1609.6.4.41
 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 & ROOF HATCH.
 (B) WINDOW
 (C), WALL LOUVERS, EFIS SYSTEMS
 (D) ROOFING PRODUCTS AND ASSEMBLIES, CURBS
 (E) PRE-ENGINEERED A/C STANDS IF ROOF TOP
  
 7) 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..
  
 8) 2ND REQUEST. SHEET 0312- S-DEW-06 PRESSURES FOR
 COMPONENTS AND CLADDING EXPOSURE "C" @ 180 MPH, 60 FT.
 ABOVE GRADE, ARE LOW FOR BOTH THE ROOF ZONES AND WALL
 ZONES. MULTIPLIER OF 1.62 FOR HEIGHT FOR VULT
 PRESSURES. PLEASE NOTE THAT THE NEGATIVE ROOF PRESSURES
 ARE TO BE TAKEN FROM THE HIGHEST ROOF. THE PRESSURES
 PROVIDED IN BOTH TABLES STATE THEY WERE TAKEN AT THE
 LOWER PUMP ROOF ELEVATION.
 2ND REQUEST, PLEASE ALSO SUPPLY PRESSURES IN VASD SINCE
 ALL PRODUCT APPROVALS ARE IN VASD.
  
 10SQ. FT. 180MPH EXP. C @ ELE. 60 FT.
 APPROXIMATE PRESSURES +/-
 VULT VASD
 ZONE 1 - 94.44 - 56.66
 ZONE 2 - 158.4 -95.06
 ZONE 3 3 FT + PARAPET SAME AS ZONE 2
 ZONE4 - 102.38 -61.4
 ZONE 5 -126.36 -75.8
  
 9-16) COMPLIED
  
 17)2ND REQUEST. SHEET 0409-A-DEW-16. SHOWS A EXTERIOR
 STAIR, GUARDRAIL / HANDRAIL SYSTEM THERE IS A NOTE
 INDICATING SEE 4/ A-DEW-29, THIS WAS A MISSING SHEET.
 THE PLAN SUBMITTED THIS ROUND DOES NOT HAVE ANY OF THE
 REQUESTED HANDRAIL/ GUARDRAIL INFORMATION TO REVIEW FOR
 CODE COMPLIANCE. 107.2.1.3 ADDITIONAL INFORMATION IS
 REQUIRED. 107.3.5.1.1 MINIMUM PLAN REVIEW CRITERIA FOR
 COMMERCIAL BUILDINGS.
 2010 FBC-B 1012 HANDRAILS & 1013 GUARDRAILS.
  
 18 COMPLIED.
  
 19) 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 2015-07-02 Cont ID  
Sent By ccole Date 2015-07-06 Time 12:00 Rev Time 0.00
Received By jwitmer Date 2015-07-06 Time 07:16 Sent To  
Notes
2015-07-06 09:23:52BUILDING PLAN REVIEW
 W. P. B. PERMIT: 15060563 CENTRIFUGE DEWATERING
 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) THE SUBMITTED PLANS FOR THE CENTRIFUGE DEWATERING
 BUILDING ARE MISSING PLANS ACCORDING TO THE INDEX.
 MISSING FROM THIS REVIEW ARE SHEETS:
 A-DEW-29
  
 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.
  
 3) THIS BUILDING WILL REQUIRE A THRESHOLD INSPECTOR,
 OVER 50 FEET IN HEIGHT.
 THRESHOLD BUILDING FL S. S. 553.71(7) ?THRESHOLD
 BUILDING" MEANING ANY BUILDING WHICH IS GREATER THAN
 (3) STORIES OR 50 FT. IN HEIGHT, OR WHICH HAS AN
 ASSEMBLY OCCUPANCY CLASSIFICATION AS DENIED IN THE
 FLORIDA BUILDING CODE WHICH EXCEEDS 5,000 SQ. FT. IN
 AREA AND AN OCCUPANT CONTENT OF GREATER THAN 500
 PERSONS.
  
 3A) 109.3.6.1 THRESHOLD INSPECTION PLAN. THE ENFORCING
 AGENCY SHALL REQUIRE A (WRITTEN/ TYPED) SPECIAL
 INSPECTOR TO PERFORM STRUCTURAL INSPECTIONS ON A
 THRESHOLD BUILDING PURSUANT TO A STRUCTURAL INSPECTION
 PLAN PREPARED BY THE ENGINEER OF RECORD. THE STRUCTURAL
 INSPECTION PLAN MUST BE SUBMITTED TO THE ENFORCING
 AGENCY PRIOR TO THE ISSUANCE OF A BUILDING PERMIT FOR
 THE CONSTRUCTION OF A THRESHOLD BUILDING. THE PURPOSE
 OF THE STRUCTURAL INSPECTION PLAN IS TO PROVIDE
 SPECIFIC INSPECTION PROCEDURES AND SCHEDULES SO THAT
 THE BUILDING CAN BE ADEQUATELY INSPECTED FOR COMPLIANCE
 WITH THE PERMITTED DOCUMENTS.
  
 3B) THRESHOLD INSPECTOR: WPB AMENDMENT 109.3.6.2 W.P.B.
 CONSTRUCTION SERVICES DEPARTMENT REQUEST FOR THRESHOLD
 BUILDINGS A SPECIAL INSPECTOR AS REQUIRED BY FL S S
 553.79(5) FLORIDA STATUTES TO THE MINIMUM INSPECTIONS
 REQUIRED BY THIS CODE. THE THRESHOLD INSPECTION FORMS
 ARE REQUIRED TO BE FILED OUT BY ALL PARTIES WITH
 INTEREST, NOTARIZED AND RETURNED TO THIS OFFICE, AND
 REVIEWED AND APPROVED BEFORE PERMIT ISSUANCE WILL TAKE
 PLACE. CONTACT KEN CONRAD MANAGER OF THE SPECIAL
 INSPECTOR PROGRAM AT (561)805-6666 FOR FURTHER
 INFORMATION BEFORE THE PERMIT MAY BE ISSUED.
  
 3C) THRESHOLD BLDG., REQUIRED STATEMENT: W.P.B.
 AMENDMENT 110.3.7.4.4 ALL PLANS FOR THE BUILDING WHICH
 ARE REQUIRED TO BE SIGNED AND SEALED BY THE ARCHITECT
 OR ENGINEER OF RECORD CONTAIN A STATEMENT THAT, TO THE
 BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE, THE
 PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE
 FIRE-SAFETY STANDARDS AS DETERMINED BY THE LOCAL
 AUTHORITY IN ACCORDANCE WITH THIS SECTION AND 633
 FLORIDA STATUTE.
  
 3D) FOR THE SPECIAL 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]
  
 3E) 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]
  
 3F) NOTICE! NO ACTION REQUIRED FOR PLAN REVIEW. FOR
 DIGITAL PLANS, AFTER PERMIT ISSUANCE, PLEASE E-MAIL THE
 PERMIT LIBRARIAN OF THE PERMIT BEING ISSUED, THE PERMIT
 LIBRARIAN WILL THEN 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
 THRESHOLD INSPECTOR, THE OTHER FOR THE MEP INSPECTORS
 OTHER PLANS YOU WISH TO PRINT MAYBE IN BLACK & WHITE..
  
 3G) NOTICE NO ACTION IS REQUIRED FOR PLAN REVIEW.
 PLEASE CALL THE CITY OF WEST PALM BEACH?S AUTOMATED
 TELEPHONE INSPECTIONS LINE (561) 805-6700) FOR ALL
 BUILDING INSPECTIONS FOR AUDITING OF JOBSITE
 INSPECTIONS WITHOUT THIS THE PERMIT EXPIRES IN 6
 MONTHS, ABANDONMENT OF JOB, NO INSPECTION ACTIVITY.
  
 3H) NOTICE NO ACTION IS REQUIRED FOR PLAN REVIEW.
 109.3.6 THRESHOLD BUILDINGS, OPERATING GUIDELINES FOR
 THRESHOLD INSPECTORS #26. ASSURE THAT THE DESIGNER HAS
 REQUIRED ON THE PLANS OR SPECIFICATIONS ONE MATERIAL,
 APPROVED FOR FIRE STOPPING PENETRATIONS, FOR WALLS AND
 CEILINGS.
  
 4) SHEET 0394-A-DEW-01:
 4A) CONSTRUCTION TYPE- TYPE I-B -UNPROTECTED, PLEASE
 NOTE TABLE 601 DOES REQUIRE 1,2, OR 3 HOUR FIRE
 PROTECTION OF STRUCTURAL MEMBERS ALSO SEE FOOTNOTES
  
 4B) CONSTRUCTION TYPE- TYPE I-B SPRINKLERED PER FBC-B
 602.2 - 602.2 HAS NOTHING TO DO WITH FIRE SPRINKLERS,
 IT DEALS WITH BUILDING ELEMENTS OF NON-COMBUSTIBLE
 MATERIALS AND ALLOWABLE USE OF FIRE-RETARDANT TREATED
 WOOD FRAMING.
  
 5) 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. PLANS ARE MISSING THE
 REQUIRED INSULATION BY THE 2010 FBC-ENERGY 502 BUILDING
 ENVELOPE REQUIREMENTS OR 506 TOTAL BUILDING
 PERFORMANCE.
  
 6) PLANS ARE MISSING 2010 FBC-B 1609.1.2 PROTECTION OF
 OPENINGS, 1609.6.4.41 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 & ROOF HATCH.
 (B) WINDOW
 (C), WALL LOUVERS, EFIS SYSTEMS
 (D) ROOFING PRODUCTS AND ASSEMBLIES
 (E) PRE-ENGINEERED A/C STANDS IF ROOF TOP
  
 7) 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..
  
 8) SHEET 0312- S-DEW-06 PRESSURES FOR COMPONENTS AND
 CLADDING EXPOSURE "C" @ 180 MPH, 60 FT. ABOVE GRADE,
 ARE LOW FOR BOTH THE ROOF ZONES AND WALL ZONES.
 MULTIPLIER OF 1.62 FOR HEIGH FOR VULT PRESSURES. PLEASE
 ALSO SUPPLY PRESSURES IN VASD SINCE ALL PRODUCT
 APPROVALS ARE IN VASD.
  
 9) SHEET 365-A-GEN-02 WAS INCLUDED IN THIS PERMIT
 PACKAGE DOOR SCHEDULES BUT NOT FOR THE CENTRIFUGE
 DEWATERING BUILDING, NOT ON ANY OF THE BUILDING
 SCEDULES.
 107.3.5.1.1 (4 & 7) DOOR SCHEDULE- PROTECTION OF
 OPENINGS, MINIMUM PLAN REVIEW CRITERIA FOR COMMERCIAL
 BUILDINGS.
  
 10) SHEET 0364-A-DEW-01 DOES NOT PROVIDE A WALL LEGEND
 INDICATING THE RATING OF THE INTERIOR WALLS.
 107.3.5.1.1 (4) MINIMUM PLAN REVIEW CRITERIA FOR
 COMMERCIAL BUILDINGS. FIRE-RESISTANT CONSTRUCTION
 REQUIREMENTS SHALL INCLUDE THE FOLLOWING COMPONENTS:
 FIRE RATING OF INTERIOR WALLS
  
 11) SHEET 0364-A-DEW-01. THE CODE SHEET SHOWS THE 3
 FLOORS OF THE BUILDING WITH VARIOUS WALLS IDENTIFIED AS
 RATED WALLS BUT THERE ARE NO WALL TAGS IDENTIFYING THE
 WALL TYPES FOR FIRE RESISTANCE RATING AND TYPE OF
 MATERIALS THEY WILL BE CONSTRUCTED. 107.3.5.1.1 (4)
 MINIMUM PLAN REVIEW CRITERIA FOR COMMERCIAL BUILDINGS.
 4. FIRE-RESISTANT CONSTRUCTION REQUIREMENTS SHALL
 INCLUDE THE FOLLOWING COMPONENTS: FIRE RATING OF
 INTERIOR WALLS,
  
 INTERIOR VERTICAL EXIT ENCLOSURE FBC-B 1022.1.
  
 ELEVATOR MACHINE ROOM FBC-B 3006.4
  
 THIRD FLOOR EXTERIOR WALL AT EXTERIOR STAIR FBC-B
 1026.6 PROTECTION OF EXTERIOR STAIR PROTECTION.
  
 12) ) PROVIDE CODE COMPLIANCE WITH: 2010 FBC-B 713.6
 FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE
 BARRIERS AND SMOKE PARTITIONS OR ANY OTHER WALL
 REQUIRED TO HAVE PROTECTED OPENINGS SHALL BE
 EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH SIGNS OR
 STENCILING IN A MANNER ACCEPTABLE TO THE AUTHORITY
 HAVING JURISDICTION. SUCH IDENTIFICATION SHALL BE ABOVE
 ANY DECORATIVE CEILING AND IN CONCEALED SPACES.
 SUGGESTED WORDING FOR FIRE AND SMOKE BARRIERS: ?FIRE
 AND SMOKE BARRIER ? PROTECT ALL OPENINGS.?
  
  
 13) SHEET 0410-A-DEW- 17 SHOWS FLOOR OPENINGS ON THE
 2ND & 3RD FLOOR THAT ALLOW THE 3 FLOORS TO COMMUNICATE
 WITHOUT AND WITHOUT A SHAFT ENCLOSURE, PLEASE SHOW
 COMPLIANCE WITH 2010FBC-B 708.2 OR AN EXCEPTION.
  
 1) SHEET 0419-A-DEW-26. DETAIL # 1 1ST FLOOR ACCESSIBLE
 BATHROOM.
 14A) PLEASE PROVIDE THE DIMENSION FROM THE CENTERLINE
 OF THE WATERCLOSET TO THE FINISH OF THE CLOSEST
 INTERIOR WALL NOT THE CENTERLINE OF THE WALL, SHOW
 COMPLIANCE WITH 2010 FBC-ACCESIBLITY CODE 604.2
  
 14B) PLEASE PROVIDE DIMENSIONS SHOWING COMPLIANCE WITH
 2010 FBC-ACCESSIBLITY CODE FIGURE 604.3.1.
  
 14C) SHEET 0394-A-DEW-01 ONLY SHOWS AN ACCESSIBLE
 BATHROOM ON THE 1ST FLOOR. NEITHER THE 2ND FLOOR OR 3RD
 FLOOR INDICACATE COMPLIANCE WITH THE 2010 FL PLUMBING
 CODE DOES ALLOW TRAVEL DISTANCE OF ONE FLOOR TO REACH A
 RESTROOM AND OR BATHROOMS. 2010 FL ACCESS. 213.2
 TOILET.
  
 15) SHEET 0396- A-DEW- 03/05 OR 06 DO NOT PROVIDE A
 DRINKING AN ACCESSIBLE DRINKING FOUNTAIN. 2010
 FBC-ACCESS. 211.2 MINIMUM NUMBER.NO FEWER THAN TWO
 DRINKING FOUNTAINS SHALL BE PROVIDED. ONE DRINKING
 FOUNTAIN SHALL COMPLY WITH 602.1 THROUGH 602.6 AND ONE
 DRINKING FOUNTAIN SHALL COMPLY WITH 602.7.
  
 16) SHEET 0409-A-DEW-16. NOTES THAT THE PRE-FABRICATED
 METAL CANOPY WILL BE DESIGNED BY A DELEGATE ENGINEER.
 PLEASE PROVIDE THE WIND DESIGN CRITERIA THAT THE CANOPY
 HAS TO BE DESIGNED TO. ASCE 7-10/ FBC-B 3105.5.1 LOADS.
  
 17) SHEET 0409-A-DEW-16. SHOWS A EXTERIOR STAIR,
 GUARDRAI / HANDRAIL SYSTEM THERE IS A NOTE INDICATING
 SEE 4/ A-DEW-29, THIS IS A MISSING SHEET. NO PLAN
 REVIEW OF THE EXTERIOR STAIR CAN BE COMPLETED.
 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED.
  
 18) SHEET 0409-A-DEW-16 SHOWS WINDOWS, DOORS AND WALL
 LOUVERS WITHIN 10 FT. OF THE STAIRS AND LANDINGS.
 PLEASE PROVIDE CODE COMPLIANCE WITH 1026.6. EXTERIOR
 STAIR PROTECTION.
  
 19) 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]
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2015-09-11 Cont ID  
Sent By dharvey Date 2015-09-11 Time 13:05 Rev Time 0.00
Received By dharvey Date 2015-09-11 Time 12:41 Sent To  
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 2 Status P Date 2015-07-23 Cont ID  
Sent By cranford Date 2015-07-23 Time 15:56 Rev Time 0.00
Received By cranford Date 2015-07-23 Time 15:54 Sent To  
Notes
2015-07-23 15:56:04JOHN 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 2015-07-07 Cont ID  
Sent By cranford Date 2015-07-07 Time 13:59 Rev Time 0.00
Received By cranford Date 2015-07-07 Time 13:58 Sent To  
Notes
2015-07-07 13:59:24FOR CENTRIFUGE DEWATERING BLDG
  
 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 2 Status P Date 2015-10-30 Cont ID  
Sent By wjolin Date 2015-10-30 Time 09:39 Rev Time 0.00
Received By wjolin Date 2015-10-30 Time 09:38 Sent To  
Notes
2015-10-30 08:44:254395 EASLEY DRIVE - DEWATERING BUILDING
 PERMIT #15060563
 REVIEW COMMENTS - FIRE DEPARTMENT
  
 RESPONSE COMMENT: THE FLORIDA FIRE PREVENTION CODE
 (FFPC) MAY BE STRICTER ON THIS ISSUE COMPARED TO THE
 FBC. THE FFPC ONLY ALLOWS 21-INCHES BETWEEN GUARDRAILS
 FOR STAIRS DIRECTLY ACCESSING INDUSTRIAL EQUIPMENT, NOT
 EXIT STAIRS COMMON TO ALL BUILDING OCCUPANTS PER NFPA
 101 SECTION 40.2.2.3.1.
 ORIGINAL COMMENT: SHEET A-DEW-16: EXTERIOR STAIR - OPEN
 GUARDS SHALL PROHIBIT THE PASSAGE OF A 4-INCH DIAMETER
 SPHERE UP TO A HEIGHT OF 34-INCHES. THE TRIANGULAR
 OPENINGS FORMED BY THE RISER, TREAD AND BOTTOM ELEMENT
 OF THE GUARDRAIL SHALL PROHIBIT THE PASSAGE OF A 6-INCH
 DIAMETER SPHERE.
  
 RESPONSE COMMENT: STANDPIPES AND HOSE VALVES ARE
 REQUIRED IN EXIT STAIRWAYS REGARDLESS OF WHETHER THEY
 ARE OPEN OR ENCLOSED PER THE FFPC, FBC AND NFPA 14. PER
 FBC SECTION 905.4 LOCATION OF CLASS I STANDPIPE HOSE
 CONNECTIONS - CLASS I STANDPIPE HOSE CONNECTIONS SHALL
 BE PROVIDED IN ALL OF THE FOLLOWING LOCATIONS:
 1. IN EVERY REQUIRED STAIRWAY, A HOSE CONNECTION SHALL
 BE PROVIDED FOR EACH FLOOR LEVEL ABOVE OR BELOW GRADE.
 HOSE CONNECTIONS SHALL BE LOCATED AT AN INTERMEDIATE
 FLOOR LEVEL LANDING BETWEEN FLOORS, UNLESS OTHERWISE
 APPROVED BY THE FIRE CODE OFFICIAL. NFPA 14 SECTION 7.4
 NUMBER OF STANDPIPES. SEPARATE STANDPIPES SHALL BE
 PROVIDED
 IN EACH REQUIRED EXIT STAIRWAY.
 ORIGINAL COMMENT: SHEET FP-DEW-04: NO STANDPIPE AND
 HOSE VALVES PROVIDED FOR THE EXTERIOR STAIR OR ON THE
 ROOF AS REQUIRED PER NFPA 14.
  
 FBC SECTION 105.4.1 PERMIT INTENT: A PERMIT ISSUED
 SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE
 WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR
 SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES,
 NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING
 OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF
 ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS
 CODE. REVIEW AND APPROVAL BY THE AHJ SHALL NOT RELIEVE
 THE OWNER, CONTRACTOR, ETC. OF THE RESPONSIBILITY OF
 COMPLIANCE WITH CODE (NFPA 1, SECTION 1.14.4).
  
 WESLEY JOLIN
 ASSISTANT FIRE MARSHAL
 FIRE INVESTIGATOR & INSPECTOR
 WEST PALM BEACH FIRE RESCUE
 [email protected]
 (561) 805-6730
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2015-06-24 Cont ID  
Sent By wjolin Date 2015-06-24 Time 11:05 Rev Time 0.00
Received By wjolin Date 2015-06-23 Time 16:53 Sent To  
Notes
2015-06-23 16:59:304395 EASLEY DRIVE - DEWATERING BUILDING
 PERMIT #15060563
 REVIEW COMMENTS - FIRE DEPARTMENT
  
 SHEET A-DEW-16: EXTERIOR STAIR - OPEN GUARDS SHALL
 PROHIBIT THE PASSAGE OF A 4-INCH DIAMETER SPHERE UP TO
 A HEIGHT OF 34-INCHES. THE TRIANGULAR OPENINGS FORMED
 BY THE RISER, TREAD AND BOTTOM ELEMENT OF THE GUARDRAIL
 SHALL PROHIBIT THE PASSAGE OF A 6-INCH DIAMETER SPHERE.
  
 SHEET E-DEW-06: MISSING EXIT SIGN FOR SECONDARY EGRESS
 DOOR IN MAIN ELECTRICAL ROOM.
  
 GENERAL: PER NFPA 241 SECTION 8.7.2.3, WHERE
 UNDERGROUND WATER MAINS AND HYDRANTS ARE TO BE
 PROVIDED, THEY SHALL BE INSTALLED, COMPLETED, AND IN
 SERVICE PRIOR TO CONSTRUCTION WORK. PER FFPC (NFPA 1)
 SECTION 18.3.4.2, FIRE HYDRANTS AND FIRE PROTECTION
 APPLIANCES SHALL BE PROVIDED WITH CLEARANCES OF 7'-6"
 TO THE FRONT AND SIDES OF THE APPLIANCE.
  
 GENERAL: PROVIDE DRAWING NOTE INDICATING ALL
 CONSTRUCTION AND DEMOLITION WORK SHALL CONFORM TO THE
 REQUIREMENTS OF NFPA 241. TRASH AND CONSTRUCTION DEBRIS
 SHALL BE REMOVED FROM THE SITE DAILY. SMOKING SHALL BE
 PROHIBITED EXCEPT IN DESIGNATED EXTERIOR AREAS. ALL
 OTHER DEMOLITION OR CONSTRUCTION AREAS SHALL HAVE "NO
 SMOKING" SIGNS POSTED. WHERE SMOKING IS PERMITTED, SAFE
 RECEPTACLES FOR SMOKING MATERIALS SHALL BE PROVIDED.
  
 GENERAL: INDICATE IF ANY TEMPORARY CONSTRUCTION
 TRAILERS ARE INTEDED TO OCCUPY THE SITE: PER NFPA 241
 SECTION 4.2.2: DETACHMENT BETWEEN TEMPORARY STRUCTURES,
 ADEQUATE TEMPORARY FIXED FIRE PROTECTION SYSTEMS, AND
 PORTABLE EQUIPMENT SHALL BE PROVIDED AS REQUIRED BY THE
 AUTHORITY HAVING JURISDICTION.
 PER NFPA 241- STANDARD FOR SAFEGUARDING CONSTRUCTION,
 ALTERATION, AND DEMOLITION OPERATIONS, SECTION 4.2:
 TEMPORARY OFFICES, TRAILERS, AND OTHER FACILITIES OF
 COMBUSTIBLE CONSTRUCTION OR HOUSING COMBUSTIBLE
 CONTENTS SHALL BE SEPARATED FROM ADJACENT BUILDINGS,
 TRAILERS OR STRUCTURES IN ACCORDANCE WITH TABLE 4.2.1.
 PER TABLE 4.2.1:
 1) 20 FEET EXPOSED LENGTH SHALL BE SEPARATED FROM
 ADJACENT STRUCTURES BY AT LEAST 30 FEET
 2) 30 FEET EXPOSED LENGTH SHALL BE SEPARATED FROM
 ADJACENT STRUCTURES BY AT LEAST 35 FEET
 3) 40 FEET EXPOSED LENGTH SHALL BE SEPARATED FROM
 ADJACENT STRUCTURES BY AT LEAST 40 FEET
 4) 50 FEET EXPOSED LENGTH SHALL BE SEPARATED FROM
 ADJACENT STRUCTURES BY AT LEAST 45 FEET
 5) 60 FEET EXPOSED LENGTH SHALL BE SEPARATED FROM
 ADJACENT STRUCTURES BY AT LEAST 50 FEET
 6) GREATER THAN 60 FEET EXPOSED LENGTH SHALL BE
 SEPARATED FROM ADJACENT STRUCTURES BY AT LEAST 60 FEET
 **A 75 PERCENT REDUCTION IN SEPARATION DISTANCES SHALL
 BE PERMITTED TO BE APPLIED, PROVIDED AUTOMATIC
 SPRINKLER PROTECTION IS USED IN THE EXPOSING STRUCTURE.
  
 ELECTRICAL ROOM FIRE PROTECTION: RECOMMEND A CLEAN
 AGENT GAS SYSTEM (FM200, SAPPHIRE, ETC.) TO PROTECT THE
 ELECTRICAL ROOMS. THIS WILL PROVIDE FIRE SUPPRESSION
 CAPABILITIES AND NOT HARM THE ELECTRICAL EQUIPMENT.
  
 ELEVATOR FIRE PROTECTION: PER NFPA 13 SECTION 8.15.5.6
 SPRINKLERS SHALL BE INSTALLED AT THE TOP AND BOTTOM OF
 ELEVATOR HOISTWAYS WHERE ELEVATORS UTILIZE
 POLYURETHANE-COATED STEEL BELTS OR OTHER SIMILAR
 COMBUSTIBLE BELT MATERIAL.
  
 VERTICAL OPENINGS FIRE PROTECTION: PER NFPA 13 SECTION
 8.15.4 WHERE FLOOR OPENINGS ARE UNENCLOSED AND WHERE
 SPRINKLER PROTECTION IS SERVING AS THE ALTERNATIVE TO
 ENCLOSURE OF THE VERTICAL OPENING, THE FLOOR OPENINGS
 INVOLVED SHALL BE PROTECTED BY CLOSELY SPACED
 SPRINKLERS IN COMBINATION WITH DRAFT STOPS. DRAFT STOPS
 SHALL MEET ALL OF THE FOLLOWING CRITERIA:
 (1) THE DRAFT STOPS SHALL BE LOCATED IMMEDIATELY
 ADJACENT TO THE OPENING.
 (2) THE DRAFT STOPS SHALL BE AT LEAST 18-INCHES DEEP.
 (3) THE DRAFT STOPS SHALL BE OF NONCOMBUSTIBLE OR
 LIMITEDCOMBUSTIBLE MATERIAL THAT WILL STAY IN PLACE
 BEFORE AND DURING SPRINKLER OPERATION.
 (4) SPRINKLERS SHALL BE SPACED NOT MORE THAN 6 FEET
 APART AND PLACED 6 IN. TO 12 IN. FROM THE DRAFT STOP ON
 THE SIDE AWAY FROM THE OPENING.
  
 SHEET FP-DEW-04: NO STANDPIPE AND HOSE VALVES PROVIDED
 FOR THE EXTERIOR STAIR OR ON THE ROOF AS REQUIRED PER
 NFPA 14.
  
 FBC SECTION 105.4.1 PERMIT INTENT: A PERMIT ISSUED
 SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE
 WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR
 SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES,
 NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING
 OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF
 ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS
 CODE. REVIEW AND APPROVAL BY THE AHJ SHALL NOT RELIEVE
 THE OWNER, CONTRACTOR, ETC. OF THE RESPONSIBILITY OF
 COMPLIANCE WITH CODE (NFPA 1, SECTION 1.14.4).
  
 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 3 Status N Date 2015-12-03 Cont ID  
Sent By ccole Date 2015-12-03 Time 10:11 Rev Time 0.00
Received By ccole Date 2015-11-30 Time 10:20 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2015-11-05 Cont ID  
Sent By jwitmer Date 2015-11-05 Time 11:28 Rev Time 0.00
Received By jwitmer Date 2015-10-27 Time 15:33 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2015-09-11 Cont ID  
Sent By lmarchan Date 2015-09-11 Time 13:05 Rev Time 0.00
Received By lmarchan Date 2015-06-17 Time 14:01 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status N Date 2015-07-06 Cont ID  
Sent By jwitmer Date 2015-07-06 Time 11:59 Rev Time 0.00
Received By jwitmer Date 2015-07-06 Time 11:59 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2015-12-03 Cont ID  
Sent By ccole Date 2015-12-03 Time 10:10 Rev Time 0.00
Received By ccole Date 2015-12-03 Time 10:10 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2015-10-30 Cont ID  
Sent By ccole Date 2015-10-30 Time 11:27 Rev Time 0.00
Received By ccole Date 2015-10-30 Time 11:27 Sent To  
Notes
2015-10-30 11:35:552ND REVIEW: FBC 2010 MECHANICAL
 PERMIT #15060563
 10/30/15
  
 NOTICE!!!!!!!!!!!!! CHAPTER 553.80(2)(B) FLORIDA
 STATUTES STATES THAT A LOCAL GOVERNMENT SHALL IMPOSE A
 FEE OF FOUR TIMES THE FEE FOR PLAN REVIEW, IF PLANS ARE
 REJECTED (3) OR MORE TIMES FOR REPEATED FAILURE TO
 CORRECT A CODE VIOLATION.
 PLEASE REFER TO COMMENTS FROM THE 1ST REVIEW AND THE
 NARRATIVE RESPONSES. SEVERAL OF THE COMMENTS HAVE NOT
 BEEN ADDRESSED COMPLETELY.
 1) SITE AND CIVIL COMMENT #1: THE RESPONSE NARRATIVE
 REFERENCES DRAWING #0747-C-STD-01 WHICH IS NOT INCLUDED
 IN THE PLAN SET: PLEASE PROVIDE THE DRAWING.
 2) DEWATERING BUILDING COMMENT #1: THE RESPONSE
 NARRATIVE REFERENCES SHEETS M-OCS-1 TO -4 WHICH ARE
 INCLUDED IN THE PLANS SET: PLEASE PROVIDE THE SHEETS.
 3) DEWATERING BUILDING COMMENT #2: THE REQUESTED
 VENTILATION AND AIR BALANCE CALCULATIONS WERE NOT
 SUBMITTED. PLEASE NOTE THAT SHEET H-DEW-05 DOES NOT
 INDICATE HOW THE EXHAUST VENTILATION AND PRESSURIZATION
 SYSTEMS WERE CALCULATED OR SIZED- BY WHAT METHOD OR
 STANDARD?
 4) DEWATERING BUILDING COMMENT #4: PLEASE REFER TO
 SECTIONS 404.1, 404.2, & 404.3 FBC-10 MECHANICAL AND
 SHOW THE LOCATIONS OF THE CO DETECTORS AND EXHAUST
 VENTILATION AND PRESSURIZATION CALCULATIONS.
 404.1 ENCLOSED PARKING GARAGES.
 MECHANICAL VENTILATION SYSTEMS FOR ENCLOSED PARKING
 GARAGES ARE NOT REQUIRED TO OPERATE CONTINUOUSLY WHERE
 THE SYSTEM IS ARRANGED TO OPERATE AUTOMATICALLY UPON
 DETECTION OF A CONCENTRATION OF CARBON MONOXIDE OF 25
 PARTS PER MILLION (PPM) BY APPROVED AUTOMATIC DETECTION
 DEVICES.
 404.2 MINIMUM VENTILATION.
 AUTOMATIC OPERATION OF THE SYSTEM SHALL NOT REDUCE THE
 VENTILATION AIRFLOW RATE BELOW 0.05 CFM PER SQUARE FOOT
 (0.00025 M3/S ? M2) OF THE FLOOR AREA AND THE SYSTEM
 SHALL BE CAPABLE OF PRODUCING A VENTILATION AIRFLOW
 RATE OF 0.75 CFM PER SQUARE FOOT (0.0038 M3/S ? M2) OF
 FLOOR AREA.
 404.3 OCCUPIED SPACES ACCESSORY TO PUBLIC GARAGES.
 CONNECTING OFFICES, WAITING ROOMS, TICKET BOOTHS AND
 SIMILAR USES THAT ARE ACCESSORY TO A PUBLIC GARAGE
 SHALL BE MAINTAINED AT A POSITIVE PRESSURE AND SHALL BE
 PROVIDED WITH VENTILATION IN ACCORDANCE WITH SECTION
 403.3.
 4A) PROVIDE A SUBMITTAL FOR THE CO DETECTOR REVIEWED
 AND APPROVED BY THE ENGINEER OF RECORD.
 5) DEWATERING BUILDING COMMENT #5: AS PREVIOUSLY
 REQUESTED PLEASE SHOW THE REQUIRED DUCT SMOKE DETECTORS
 IN THE MECHANICAL PLAN SHEETS. PLEASE NOTE THAT THE
 UPLOADED SPECIFICATION 15734 IS NOT PART OF THE
 BUILDING PLANS, AND IN THE DOCUMENT IT IS STATED TO
 "PROVIDE SMOKE DETECTOR IN THE SUPPLY AIR". PROVIDE AN
 EQUIPMENT SCHEDULE FOR THE DEVICES ON THE PLAN AND A
 SUBMITTAL REVIEWED AND APPROVED BY THE ENGINEER OF
 RECORD.
 6) DEWATERING BUILDING COMMENT #8 AND #15: 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 (FANS, FIRE DAMPERS, SMOKE
 DETECTORS, CO DETECTORS, O/A DAMPERS, CONTROLS, ETC.)
 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 (AC STANDS, FANS AND
 LOUVERS).
 NOTE: AS PREVIOUSLY COMMENTED, SITE SPECIFIC WIND LOAD
 ENGINEERING FOR ATTACHMENT OF THE FANS, FAN CURBS, AND
 AC UNITS IS REQUIRED PER SECTION 301.13. THE DETAILS ON
 SHEET H-STD-3 ARE INCOMPLETE AND NOT IN COMPLIANCE.
 7) DEWATERING BUILDING COMMENT #14: CONTRART TO THE
 NARRATIVE RESPONSE, UL APPROVED FIRESTOPPING DETAILS
 ARE TYPICALLY SHOWN ON CONSTRUCTION DRAWINGS, AND ARE
 ALSO REQUIRED BY WPB BUILDING DEPARTMENT TO BE ON THE
 PLANS.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2015-07-03 Cont ID  
Sent By ccole Date 2015-07-06 Time 07:21 Rev Time 0.00
Received By ccole Date 2015-07-01 Time 07:21 Sent To  
Notes
2015-07-06 07:26:431ST REVIEW: FBC 2010 MECHANICAL
 PERMIT #15060563 CENTRIFUGE DEWATERING BUILDING- 7/2/15
  
 SITE AND CIVIL: NO DRAWINGS SUBMITTED.
 1) 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.
 2) PROVIDE CIVIL DRAWINGS THAT INCLUDE OVERALL
 UNDERGROUND PIPING LAYOUTS, AND ENLARGED AREA DRAWINGS
 DEPICTING THE UNDERGROUND PIPINGS SERVICING EACH TANK,
 FACILITY, OR BUILDING.
  
 SPECIFIC COMMENTS TO THE DEWATERING BUILDING MECHANICAL
 AND HVAC SYSTEMS:
 1) PROVIDE ADDITIONAL DETAILS AND NOTES FOR THE FOUL
 AIR (FA) SYSTEMS CLARIFYING HOW THE AIR IS BEING
 EXHAUSTED FROM THE EQUIPMENT AND TRANSFERRED TO THE
 ODOR CONTROL SCRUBBER- REFERENCE SHEETS M-DEW-08 & 10.
 PROVIDE EQUIPMENT SCHEDULES FOR ALL COMPONENTS OF THE
 EXHAUST SYSTEM- FANS, DUCTS, DAMPERS ETC. SHOW THE
 LOCATIONS OF THE EXHAUST FANS, SHOW DUCT CONNECTION AND
 SUPPORT DETAILS, AND SHOW THE UNDERGOUND DUCT RUNS. IF
 THE DETAILS ARE CONTAINED IN THE CIVIL DRAWINGS, THEN
 PLEASE INCLUDE THE APPLICABLE SHEETS WITH THE PLAN SETS
 FOR THIS PERMIT
 2) PROVIDE THE FOLLOWING LIST OF CALCULATIONS ON THE
 PLAN: A) VENTILATION CALCULATIONS FOR ALL ROOMS AND
 SPACES IN COMPLIANCE WITH TABLE 403.3 FBC- 10
 MECHANICAL. PROVIDE A TABLE ON THE PLAN SHOWING THE
 REQUIRED MINIMUM O/A CFM'S AND THE CFM AMOUNT BEING
 PROVIDED. B) EXHAUST VENTILATION CALCULATIONS PERTABLE
 403.3 FBC-10 MECHANICAL, OR TABLE 6-4 ASHRAE 62.1-07.
 C) AIR BALANCE CALCULATIONS.
 3) SUBMIT THE FOLLOWING ENERGY EFFICIENCY COMPLIANCE
 DOCUMENTS PREPARED BY THE ENGINEER OF RECORD: A)
 COOLING AND HEATING CALCULATIONS IN ACCORDANCE WITH
 ACCA MANUAL N OR APPROVED ALTERNATE METHOD FOR ALL NEW
 AC SYSTEMS TO BE INSTALLED- SECTION 503.2.1 FBC-10
 ENERGY EFFICIENCY. B) ENERGY EFFICIENCY FORM 502-2010
 OR 506-2010.
 4) SHEET H-DEW-1: THE EXHAUST SYSTEM IN THE LOADING
 AREA SHALL RUN CONTINUOUSLY OR AUTOMATICALLY UPON
 DETECTION OF CARBON MONOXIDE OF 25 PARTS PER MILLION
 (PPM) BY APPROVED AUTOMATIC DETECTION DEVICES- SECTION
 404.1 FBC-10 MECHANICAL. REVISE THE PLAN ACCORDINGLY.
 5) SHEETS H-DEW-1, 2, 3, & 4: SHOW THE LOCATIONS OF THE
 REQUIRED DUCT SMOKE DETECTORS IN THE SUPPLY AND RETURN
 DUCTS- SECTION 606.2.2. INDICATE HOW THE DETECTORS WILL
 BE SUPERVISED PER SECTION 606.4.1, AND PROVIDE AN
 EQUIPMENT SCHEDULE ON THE PLAN FOR THE DEVICES.
 6) H-DEW-2: INDICATE HOW SUPPLY AIR IS BEING RETURNED
 FROM THE CONTROL/OFFICE ROOM AND THE BREAKROOM- SECTION
 601.4.
 7) H-DEW-2: PROVIDE EXHAUST VENTILATION FOR THE WOMEN'S
 TOILET/SHOWER ROOMS- TABLE 403.3.
 8) H-DEW-2: ENGINEERED WIND LOAD TIE-DOWN DETAILS FOR
 MOUNTING THE CONDENSERS AND ROOF STANDS ON THE LOW ROOF
 ARE REQUIRED PER SECTION 301.12. PLEASE PROVIDE
 DETAILS, OR PLACE A NOTE INDICATING ON WHICH STRUCTURAL
 OR ARCHITECTURAL SHEET THE DETAILS ARE LOCATED. PROVIDE
 ELEVATION AND PLAN VIEW DRAWINGS TO INDICATE COMPONENTS
 OF THE STANDS, AND THE CONDENSER HEIGHTS ABOVE THE
 FINISHED ROOF. IN ADDITION PROVIDE DETAILS FOR
 ANCHORING AND SUPPORTING THE REFRIGERANT PIPINGS, AND
 THE TYPE AND THICKNESS OF PIPING INSULATION.
 9) H-DEW-3: INDICATE HOW SUPPLY AIR IS BEING RETURNED
 FORM THE CONTROLS AREA.
 10) H-DEW-3: PROVIDE A MEANS OF VENTILATION FOR THE
 STORAGE ROOM- TABLE 403.3
 11) H-DEW-3: PROVIDE A FIRE DAMPER FOR THE CASSETTE
 SHOWN IN THE FIRE-RATED ELEVATOR MACHINE ROOM WALL.
 12) PROVIDE AN AIR DISTRIBUTION SCHEDULE ON THE PLAN
 LISTING MAKES AND MODELS AND SIZES OF ALL COMPONENTS
 INCLUDING DUCTS, DIFFUSERS, AND RETURN GRILLS.
 13) PROVIDE TYPICAL DUCT HANGING AND CONNECTION DETAILS
 IN ACCORDANCE WITH THE SMACNA 2005 STANDARD.
 14) PROVIDE TESTED AND APPROVED FIRE STOPPING SYSTEM
 DETAILS FOR ALL PIPES OR DUCTS PENETRATING FIRE-RATED
 WALLS.
 15) PROVIDE A SUBMITTAL PACKAGE THAT INCLUDES A)
 FLORIDA PRODUCT APPROVALS AND/OR MIAMI DADE NOA'S FOR
 ALL PRODUCTS REGULATED BY FAC RULE 9N-3 REVIEWED AND
 APPROVED IN WRITING BY THE DESIGN PROFESSIONAL OF
 RECORD (CONDENSER STANDS, EXHAUST AND INTAKE LOUVERS
 AND FANS ETC.). B) MANUFACTURER'S PRODUCT DATA SHEETS
 FOR THE AC SYTEMS, EXHAUST FANS, FIRE DAMPERS, DUCT
 SMOKE OR CARBON MONOXIDE DETECTORS, O/A MOTORIZED
 DAMPERS, ELECTRONIC CONTROLS, PIPINGS, PIPE FIOTTINGS
 AND INSULATION ETC.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop P PLUMBING
Rev No 2 Status P Date 2015-11-02 Cont ID  
Sent By tklarge Date 2015-11-02 Time 14:59 Rev Time 0.00
Received By tklarge Date 2015-10-30 Time 08:29 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status F Date 2015-07-20 Cont ID  
Sent By tklarge Date 2015-07-20 Time 13:28 Rev Time 0.00
Received By tklarge Date 2015-07-20 Time 09:41 Sent To  
Notes
2015-07-20 10:57:441) SUBMIT THE TYPE OF OCCUPANCY AND THE OCCUPANT LOAD
 FOR THIS BUILDING. WPB AMEND. TO FBC SEC. 107.2.1.
 2) SHT.M-DEW-02 - SHOWS A SAMPLING SINK. INDICATE ON
 THE PLANS IF ANY WASTES DETRIMENTAL TO THE PLUMBDING
 SYSTEM WILL BE TESTED/SAMPLED AT THIS LOCATION.FPC
 SEC.803.2.
 3) THE BREAKROOM SINK SHALL COMPLY WITH THE FAC
 SEC.212.2.
 4) INTERMEDIATE LEVEL 42.00 - THERE SHALL BE ONE
 HANDICAP ACCESSIBLE STALL IN THE WOMEN'S RESTROOM AND
 ONE IN THE MEN'S RESTROOM AND ONE SHOWER IN THE WOMEN'S
 AND MEN'S RESTROOM SHALL BE HANDICAP ACCESSIBLE PER
 2010 FAC SECS.213.1, 213.2, 213.3.1.
 5) SHEET M-DEW-13 - A MINIMUM OF TWO DRINKING FOUNTAINS
 ARE REQUIRED PER THE FAC SEC. 211.2. THE CUP DISPENSER
 SHOWN ON A-DEW-26, DETAILA-6 IS NOT ACCEPTABLE.
 6) TOILET FACILITIES SHALL NOT BE LOCATED ONE STORY
 ABOVE OR BELOW THE SPACE REQUIRED TO BE PROVIDED WITH
 TOILET FACILITIES AND THE PATH OF TRAVEL SHALL NOT
 EXCEED 500 FT. FPC SEC. 403.3.2.
 7) SHT. A-DEW-22 - THE WASTE FROM THE SUMP IN THE
 ELEVATOR PIT SHALL DISCHARGE THROUGH AN OIL SEPARATOR
 IN ACCORDANCE WITH FPC SEC. 1003.4.
 8) SHT. 0419 -A-DEW-26 - ENLARGED ACCESSIBLE TOILET
 ROOM PLAN - CLEALY SHOW THE DIMENSION FROM THE CLOSEST
 INTERIOR FINISH WALL TO THE CENTERLINE OF THE
 ACCESSIBLE TOILET. COMPLY WITH FAC SEC.604.2 & FIGURE
 604.2.
 9) SUBMIT THE CIVIL DRAWINGS FOR THIS BUILDING.
  
  
 PLUMBING PLAN REVIEW
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 561-805-6692
 [email protected]
  
  
  
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status N Date 2015-12-02 Cont ID  
Sent By skennedy Date 2015-12-02 Time 14:12 Rev Time 0.00
Received By skennedy Date 2015-12-02 Time 14:12 Sent To  
Notes
2015-12-02 14:16:11THE APPLICANT HAS SELECTED TO DEFER THE SUBMITTAL OF
 ROOFING PRODUCTS. UPON SUBMITTAL OF ADDITIONAL
 INFORMATION, THE ROOFING REVIEW MAY BE COMPLETED. NO
 ROOFING SUB PERMIT MAY BE ISSUED UNTIL THE SUBMITTALS
 ARE REVIEWED FAVORABLE.
  
 STEVEN KENNEDY, CBO
 CHIEF PLANS EXAMINER
 (561) 805-6710
 [email protected]
  
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2015-07-06 Cont ID  
Sent By jwitmer Date 2015-07-06 Time 11:59 Rev Time 0.00
Received By jwitmer Date 2015-07-06 Time 11:59 Sent To  
Notes
2015-07-06 12:00:45ROOF SEE BUILDING REVIEW, LOW PRESSURES AND NO PRODUCT
 APPROVALS WERE SUBMITTED.
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status P Date 2015-12-14 Cont ID  
Sent By skennedy Date 2015-12-14 Time 11:37 Rev Time 0.00
Received By skennedy Date 2015-12-14 Time 11:37 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status P Date 2015-07-17 Cont ID  
Sent By jroach Date 2015-07-17 Time 15:32 Rev Time 0.00
Received By jroach Date 2015-07-17 Time 15:32 Sent To  
Notes
***NONE***


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