Plan Review Details - Permit 15060549
Plan Review Stops For Permit 15060549
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2015-11-12 Cont ID  
Sent By jwitmer Date 2015-11-12 Time 07:44 Rev Time 0.00
Received By jwitmer Date 2015-11-12 Time 07:00 Sent To  
Notes
2015-11-12 08:35:53BUILDING PLAN REVIEW
 W. P. B. PERMIT: 15060549 T1 / T2 SLUDGE PUMPING
 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.
  
 3RD REVIEW
 DATE: THURS. NOV.12/ 2015
 ACTION:BUILDING PROVISO
  
 NOTE: SPECIFICATION BOOKS WILL NOT BE REVIEWED AS PART
 OF ANY PLAN REVIEW IF SUBMITED THEY GET STAMPED VOID.
  
 SHEET NUMBER:
 0381-A-ADF-03 T1 & T2 SLUDGE PUMP BLDG.
  
 0385-A-ADF-07 BUILT UP ROOF SYSTEM
  
 0389-A-ADF-11 ELEVATIONS
  
 0280-S-ADF-14 FOUNDATION
  
 0283-S-ADF-17 ROOF
  
 0286-S-ADF ELEVATIONS
 MEAN ROOF HEIGHT OF 24.5 FEET.
  
 1) BUILDING PROVISO: 107.3.4.2 DEFERRED SUBMITTAL.
 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,
 1609.6.4.4.1 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
  
 2) BUILDING PROVISO107.3.4.2 DEFERRED SUBMITTAL.
 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 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.
  
 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 3 Status F Date 2015-10-20 Cont ID  
Sent By jwitmer Date 2015-10-20 Time 08:12 Rev Time 0.00
Received By jwitmer Date 2015-10-19 Time 16:01 Sent To  
Notes
2015-10-20 08:12:45BUILDING PLAN REVIEW
 W. P. B. PERMIT: 15060549 T1 / T2 SLUDGE PUMPING
 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.
  
 3RD REVIEW
 DATE: THURS. NOV.12/ 2015
 ACTION:BUILDING PROVISO
  
 NOTE: SPECIFICATION BOOKS WILL NOT BE REVIEWED AS PART
 OF ANY PLAN REVIEW IF SUBMITED THEY GET STAMPED VOID.
  
 SHEET NUMBER:
 0381-A-ADF-03 T1 & T2 SLUDGE PUMP BLDG.
  
 0385-A-ADF-07 BUILT UP ROOF SYSTEM
  
 0389-A-ADF-11 ELEVATIONS
  
 0280-S-ADF-14 FOUNDATION
  
 0283-S-ADF-17 ROOF
  
 0286-S-ADF ELEVATIONS
 MEAN ROOF HEIGHT OF 24.5 FEET.
  
 1) BUILDING PROVISO: 107.3.4.2 DEFERRED SUBMITTAL.
 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,
 1609.6.4.4.1 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
  
 2) BUILDING PROVISO107.3.4.2 DEFERRED SUBMITTAL.
 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 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.
  
 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 2 Status F Date 2015-10-09 Cont ID  
Sent By jwitmer Date 2015-10-09 Time 06:17 Rev Time 0.00
Received By jwitmer Date 2015-10-09 Time 05:31 Sent To  
Notes
2015-10-09 06:16:56BUILDING PLAN REVIEW
 W. P. B. PERMIT: 15060549 T1 / T2 SLUDGE PUMPING
 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: FRI. OCT. 09/ 2015
 ACTION: DENIED
  
 NOTE: SPECIFICATION BOOKS WILL NOT BE REVIEWED AS PART
 OF ANY PLAN REVIEW IF SUBMITED THEY GET STAMPED VOID.
  
 1) RESPONSE COMMENTS ARE CUT OFF AND FOUND FURTHER
 ALONG IN THE RESPONSE COMMENTS. PLEASE FORMAT RESPONSE
 COMMENTS INTO LANDSCAPE VIEW SO THE RESPONSES ARE ON
 THE SAME SHEET. YOU HAVE TO GUESS WHERE YOU ARE IN THE
 COMMENT RESPONSE.
 107.2.1.4 QUALITY OF BUILDING PLANS. THE BUILDING
 OFFICIAL MAY ESTABLISH THROUGH DEPARTMENTAL POLICY,
 OTHER STANDARDS FOR PLANS AND SPECIFICATIONS, IN ORDER
 TO PROVIDE CONFORMITY TO ITS RECORD RETENTION PROGRAM.
 THIS POLICY MAY INCLUDE SUCH THINGS AS MINIMUM SIZE,
 SHAPE, CONTRAST, CLARITY, OR OTHER ITEMS RELATED TO
 RECORDS MANAGEMENT. ELECTRONIC MEDIA MUST BE COMPATIBLE
 WITH THE ARCHIVE REQUIREMENTS OF FLORIDA STATUTES.
  
 1ST REVIEW COMMNETS. 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.
  
 2-5) COMPLIED.
  
  
  
  
 6) 2ND REQUEST. THE RESPONSE COMMENTS INDICATE THE ROOF
 PRESSURES ARE FOUND ON 0284-ADF18, THAT SHEET IS NOT IN
 THIS PERMIT PACKAGE. THE RESPONSE TO WHERE THE WINDOW
 AND POOR PRESSURES ARE FOUND IS ON SHEET 0364-A-GEN.01
 THE REMAINDER OF THE RESPONSE IS CUT OFF. THIS SHEET
 DOES SHOW WALL PRESSUREES FOR THESE WINDOW TYPES, BUT
 THEY CAN ONLY BE ASSUMPTIONS. THE PROBLEM WE HAVE AS
 PLAN REVIEWERS AND INSPECTORS IS THE LIMITED AMOUNT OF
 TIME TO FIND DOCUMENTATION. WHEN THE WIND DESIGN
 CRITERIA IS NOT GIVEN ON THE SAME PAGE WE ARE ONLY
 MAKING A ASSUMPTION, IS THE DESIGN TO 170 OR 180 MPH,
 EXPOSUSRE B OR C , THE MEAN ROOF HEIGHT OF THE BUILDING
 ARE THE PRESSURES REPRESENTED VULT OR VASD.
  
 2010 FBC-B 1609.1.1 DETERMINATION OF WIND DESIGN-
 CHAPTER 6 OF ASCE 7-10.
 1609.3 BASIC WIND SPEED FIGURE 1609.A-C
 1609.3 WIND SPEED CONVERSION
 6.1) THE BASIC WIND SPEED, VU, SHALL BE DETERMINED IN
 ACCORDANCE WITH 1609.3.1 & ASCE 7-10
  
 6.2) AN IMPORTANCE FACTOR, FIGURE 1609 A-C, ASCE 7-10.
  
 6.3) AN EXPOSURE CATEGORY SHALL BE DETERMINED IN
 ACCORDANCE WITH 1609.4 & ASCE 7-10
  
 6.4) A HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENT, *
 SHALL BE DETERMINED FROM TABLE 1609.7.2. ASCE 7-10.
  
 6.5) COMPONENTS & CLADDING PRESSURES POSITIVE &
 NEGATIVE TABLE 1609.2(2) .
  
 1ST REVIEW COMMENT.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) BUILDING PROVISO: 107.3.4.2 DEFERRED SUBMITTAL.
 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,
 1609.6.4.4.1 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) BUILDING PROVISO107.3.4.2 DEFERRED SUBMITTAL.
 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 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) 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.
  
 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 2015-07-13 Cont ID  
Sent By jwitmer Date 2015-07-13 Time 09:41 Rev Time 0.00
Received By jwitmer Date 2015-07-13 Time 08:45 Sent To  
Notes
2015-07-13 09:15:01BUILDING PLAN REVIEW
 W. P. B. PERMIT: 15060549 T1 / T2 SLUDGE PUMPING
 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) 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 2015-09-17 Cont ID  
Sent By dharvey Date 2015-09-17 Time 15:32 Rev Time 0.00
Received By dharvey Date 2015-09-16 Time 16:09 Sent To  
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 3 Status P Date 2015-10-15 Cont ID  
Sent By cranford Date 2015-10-15 Time 09:25 Rev Time 0.00
Received By cranford Date 2015-10-15 Time 09:25 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 10:46 Rev Time 0.00
Received By cranford Date 2015-07-24 Time 10:46 Sent To  
Notes
2015-07-24 10:46:44JOHN 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 09:06 Rev Time 0.00
Received By cranford Date 2015-06-30 Time 09:05 Sent To  
Notes
2015-06-30 09:06:19FOR T1 AND T2 SLUDGE PUMPING 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 1 Status P Date 2015-06-25 Cont ID  
Sent By wjolin Date 2015-06-25 Time 13:12 Rev Time 0.00
Received By wjolin Date 2015-06-25 Time 13:01 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2015-11-19 Cont ID  
Sent By lmarchan Date 2015-11-19 Time 09:09 Rev Time 0.00
Received By lmarchan Date 2015-11-16 Time 09:34 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2015-11-12 Cont ID  
Sent By jwitmer Date 2015-11-12 Time 08:36 Rev Time 0.00
Received By jwitmer Date 2015-11-04 Time 10:32 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2015-10-30 Cont ID  
Sent By ccole Date 2015-10-30 Time 15:27 Rev Time 0.00
Received By ccole Date 2015-10-16 Time 15:22 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2015-10-15 Cont ID  
Sent By lmarchan Date 2015-10-15 Time 09:43 Rev Time 0.00
Received By lmarchan Date 2015-09-30 Time 15:35 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2015-09-17 Cont ID  
Sent By lmarchan Date 2015-09-17 Time 15:42 Rev Time 0.00
Received By lmarchan Date 2015-06-19 Time 10:40 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 4 Status P Date 2015-11-10 Cont ID  
Sent By ccole Date 2015-11-10 Time 14:28 Rev Time 0.00
Received By ccole Date 2015-11-10 Time 14:28 Sent To  
Notes
2015-11-10 14:35:22BIO-SOLIDS PERMIT #15060549
 PROVISOS
 11/10/15
  
 1) SITE SPECIFIC WIND LOAD ENGINEERING FOR MOUNTING AND
 ANCHORING OF ALL EXTERIOR HVAC APPLIANCES, EQUIPMENT,
 AND CURBS SHALL BE REVIEWED AND APPROVED BY THE BUIDING
 DEPARTMENT PRIOR TO 1ST INSPECTION.
 2) 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 THEAPPLICATION 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.
 3) 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.
  
Review Stop M MECHANICAL (A/C)
Rev No 3 Status F Date 2015-10-30 Cont ID  
Sent By ccole Date 2015-10-30 Time 14:39 Rev Time 0.00
Received By ccole Date 2015-10-30 Time 14:39 Sent To  
Notes
2015-10-30 15:26:193RD REVIEW: FBC 2014 MECHANICAL
 PERMIT #15060549
 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.
 1) COMMENT #4 FROM THE 1ST REVIEW STILL EXISTS: THIOS
 IS THE THIRD REQUEST FOR THE SEQUENCE OF OPERATION FOR
 THE AC SYSTEMS. SEE SHEET H-ADF-01, NOTE #4 AND PROVIDE
 DETAILS ON THE PLAN.
 2) COMMENT #8: 3RD REQUEST FOR DUCT SMOKE DETECTORS TO
 BE INSTALLED IN THE AC SUPPLY AIR SYSTEMS- REFER TO
 SECTION 606.2.1 FBC-10 MECHANICAL. SHEET H-ADF-06 SHOWS
 THE DEVICES ONLY IN THE EXHAUST PLENUMS.
 3) COMMENT #11: THE NARRATIVE RESPONSE TO THIS COMMENT
 STATES THAT THE PIPE TRENCH DETAILS ARE PROVIDED ON
 DRAWINGS 07467-C-STD-01 AND 0748-C-STD-02 HOWEVER
 NEITHER OF THESE DRAWINGS HAVE BEEN UPLOADED: PLEASE
 PROVIDE.
 4) 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.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2015-10-14 Cont ID  
Sent By ccole Date 2015-10-14 Time 06:55 Rev Time 0.00
Received By ccole Date 2015-10-14 Time 06:55 Sent To  
Notes
2015-10-14 07:47:452ND REVIEW: FBC 2010 MECHANICAL
 PERMIT 15060549
 10/14/15
  
 1) IN RESPONSE TO COMMENT #1 FROM THE 1ST REVIEW, THE
 SUBMITTED NARRATIVE STATES THAT THE PROPOSED BUILDING
 IS EXEMPT FROM THE FLORIDA ENERGY CODE UNDER FAC RULE
 61G20-1.001. I WAS UNABLE TO FIND ANY LANGUAGE IN THE
 RULE SUPPORTING THAT CLAIM. PLEASE SEE SECTION
 C101.4.8.4 FBC-14 ENERGY CONSERVATION AND INDICATE
 WHICH OF THE 5 EXEMPTIONS LISTED PERTAINS TO THE
 PROPOSED BUILDING.
 2) IN RESPONSE TO COMMENT #3 THE NARRATIVE STATES THAT
 AIR HANDLER SCHEDULES ARE ON SHEET H0SCD-03, AND
 EXHAUST FAN SCHEDULES ON H-SCH-01. I WAS UNABLE TO FIND
 THESE SHEETS IN THE UPLOADED PLAN INDEX. PLEASE REVIEW
 AND PROVIDE THE PLAN SHEETS.
 3) IN RESPONSE TO COMMENT #4 THE NARRATIVE STATES THAT
 THE VENTILATION SYSTEM SEQUENCE OF OPERATION IS IN THE
 SPEC BOOK. PLEASE PROVIDE THE REQUESTED SEQUENCE ON THE
 PLANS FOR REVIEW AND INSPECTION PURPOSES.
 4) COMMENT #5: SHEET H-SCHD-02 IS NOT IN THE PLAN
 INDEX. PLEASE REVIEW AND PROVIDE THE PLAN SHEET.
 5) COMMENT #8: AS PREVIOUSLY REQUESTED PROVIDE A SYMBOL
 FOR THE DS DETECTOR IN THE SUPPLY DUCT SHOWN ON SHEET
 H-ADF-06.
 6) COMMENTS #2 & #9: AS REQUESTED IN THE RESPONSE
 NARRATIVE, THE REQUIRED PRODUCT APPROVALS AND
 ENGINEERED TIE-DOWN DETAILS FOR ROOFTOP HVAC EQUIPMENT
 AND APPLIANCES WILL BE DEFERRED UNTIL A LATER DATE
 PRIOR TO 1ST INSPECTION.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2015-07-06 Cont ID  
Sent By ccole Date 2015-07-06 Time 13:57 Rev Time 0.00
Received By ccole Date 2015-07-06 Time 13:57 Sent To  
Notes
2015-07-06 13:59:211ST REVIEW: FBC 2010 MECHANICAL
 PERMIT #15060549 (T1/T2) SLUDGE PUMPING BUILDING-
 7/6/2015
  
 1) SUBMIT THE FOLLOWING ENERGY EFFICIENCY COMPLIANCE
 DOCUMENTS PREPARED BY THE ENGINEER OF RECORD: A)
 COOLING AND HEATING CALCULATIONS FOR AHU 5 & 6 IN
 ACCORDANCE WITH ACCA MANUAL N OR APPROVED ALTERNATE
 METHOD- SECTION 503.2.1 FBC-10 ENERGY CONSERVATION . B)
 ENERGY EFFICIENCY FORM 502-2010 OR 506-2010- REFERENCE
 SECTION 101.3, 103, AND CHAPTER 5 FBC-10 ENERGY
 CONSERVATION. THE DESIGN PROFESSIONAL SHALL CHOOSE
 EITHER THE PRESCRIPTIVE (502) OR PERFORMANCE BASED
 (506) COMPLIANCE PATH FOR THE BUILDING AND BUILDING
 SYSTEMS INCLUDING BUT NOT LIMITIED TO THE COMPONENTS OF
 THE THERMAL ENVELOPE, THE HVAC EQUIPMENT, THE HYDRONIC
 PIPING, AND THE ELECTRICAL POWER, LIGHTING, AND
 CONTROLS.
 2) 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 (HVAC ROOF CURBS, EXHAUST FANS AND CURBS,
 EXHAUST AND INTAKE LOUVERS, ETC.). B) MANUFACTURER'S
 PRODUCT DATA SHEETS FOR THE AHU- 5 & 6, EXHAUST FANS,
 FIRE DAMPERS, DUCT SMOKE DETECTORS, O/A MOTORIZED
 DAMPERS, ELECTRONIC CONTROLS, PIPE INSULATION ETC.
 3) PROVIDE EQUIPMENT SCHEDULES ON THE PLAN FOR AHU- 5 &
 6, AND EF- 5 & 6.
 4) PROVIDE A SEQUENCE OF OPERATION FOR THE VENTILATION
 SYSTEM TO CLARIFY HOW IT WILL FUNCTION-
 THERMOSTATICALLY, CONTINUOUSLY?
 5) PROVIDE AN AIR DISTRIBUTION SCHEDULE ON THE PLAN
 LISTING MAKES AND MODELS AND SIZES OF ALL COMPONENTS
 INCLUDING DUCTS, DIFFUSERS, AND RETURN GRILLS.
 6) PROVIDE TYPICAL DUCT HANGING AND CONNECTION DETAILS
 IN ACCORDANCE WITH THE SMACNA 2005 STANDARD.
 7) PROVIDE TESTED AND APPROVED FIRE STOPPING SYSTEM
 DETAILS FOR ALL PIPES OR DUCTS PENETRATING FIRE-RATED
 WALLS.
 8) H-ADF-06: DUCT SMOKE DETECTORS ARE REQUIRED IN THE
 SUPPLY DUCTS OF BOTH AHU- 5 & 6: PLEASE PROVIDE A
 SYMBOL ON THE PLAN TO SHOW THEIR LOCATIONS, PROVIDE AN
 INSTALLATION DETAILS, AND INDICATE HOW THE DEVICES WILL
 BE SUPERVISED PER SECTION 606.4.1.
 9) H-ADF-07: ENGINEERED WIND LOAD TIE-DOWN DETAILS FOR
 MOUNTING THE AHU'S AND CURBS, AND THE EXHAUST FANS AND
 CURBS ON THE 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
 INDICATING THE STRUCTURAL COMPONENTS OF THE CURBS, AND
 SHOW THE CURB HEIGHTS ABOVE THE FINISHED ROOF.
 10) PROVIDE SECTION VIEWS OF THE ROOF LADDERS TO
 INDICATE COMPLIANCE WITH THE DESIGN CRITERIA LISTED IN
 SECTION 306.5.
 11) 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.
 12) PROVIDE CIVIL DRAWINGS THAT INCLUDE OVERALL
 UNDERGROUND PIPING LAYOUTS, AND ENLARGED AREA DRAWINGS
 DEPICTING THE UNDERGROUND PIPES SERVICING EACH TANK,
 FACILITY, OR BUILDING.
 13) 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 5 Status P Date 2015-11-19 Cont ID  
Sent By tklarge Date 2015-11-19 Time 05:48 Rev Time 0.00
Received By tklarge Date 2015-11-19 Time 05:17 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 4 Status F Date 2015-11-09 Cont ID  
Sent By tklarge Date 2015-11-09 Time 04:59 Rev Time 0.00
Received By tklarge Date 2015-11-09 Time 04:07 Sent To  
Notes
2015-11-09 04:59:121) SHT. 0385-A-ADF-07 - THE ROOF DRAIN CALCULATION
 TABLE CALLS OUT 8" X 8" ROOF SCUPPERS AND OVERFLOW
 SCUPPERS BUT DETAILS 0750009, 0763009 & 0763010 SHOW
 THE SCUPPERS AS 4" X 8". CLARIFY.
  
 PLUMBING PLAN REVIEW
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 561-805-6692
 [email protected]
  
  
Review Stop P PLUMBING
Rev No 3 Status F Date 2015-10-22 Cont ID  
Sent By tklarge Date 2015-10-22 Time 11:25 Rev Time 0.00
Received By tklarge Date 2015-10-20 Time 11:22 Sent To  
Notes
2015-10-22 11:15:391) THE NARRATIVE RESPONSE TO THE PLAN REVIEW COMMENTS
 CANNOT BE READ. MOST OF THE COMMENTS AND NARRATIVE ARE
 CUT OFF AND CANNOT BE SEEN. WPB AMEND. TO FBC SEC.
 107.2.1. THE RESPONSE NARRATIVE THAT WAS SUBMITTED IS
 DATED JUNE 17, 2015.
 2) IT DOES NOT APPEAR AS THOUGH ANY OF THE PLUMBING
 COMMENTS FROM THE 7/21/15 REVIEW HAVE BEEN ADDRESSED.
 COMPLY WITH ALL PREVIOUS PLUMBING PLAN REVIEW
 COMMENTS.SEE PREVIOUS COMMENTS BELOW.
  
 7/21/15 COMMENTS:
  
 1) SHT. 0385-A-ADF-7- THE ROOF DRAINAGE CALCULATIONS
 SHALL BE BASED ON A RAINFALL RATE OF 5 INCHES PER HOUR
 AS THERE IS NO 4.5 INCH RAINFALL RATE IN ANY OF THE
 SIZING TABLES.THE ALLOWABLE SQUARE FOOT AREA TO BE
 DRAINED BY EACH DRAIN/SCUPPER WILL HAVE TO BE ADJUSTED.
 2) INDICATE THE HEAD IN INCHES THAT WAS USED IN THE
 SIZING OF THE SCUPPERS.SEE TABLE 1106.7 OF 2010 FPC.
 3) OVERFLOW SCUPPERS SHALL BE LOCATED NO LESS THAN 2
 INCHES NOR MORE THAN 4 INCHES ABOVE THE FINISHED ROOF
 COVERING AND SHALL BE LOCATED AS CLOSE AS PRACTICAL TO
 REQUIRED VERTICAL LEADERS OR DOWNSPOUTS OR WALL AND
 PARAPET SCUPPERS PER THE 2010 FL. BUILDING CODE
 SEC.1503.4.2.1. NOTE # 2 STATES THE OVERFLOW SCUPPER
 WILL BE 3 INCHES ABOVE THE PRIMARY SCUPPER. INCLUDE IN
 THE NOTE THAT THE OVERFLOW SCUPPER SHALL BE NO LESS
 THAN 2 INCHES NOR MORE THAN 4 INCHES ABOVE THE FINISHED
 ROOF SURFACE.THIS IS THE LANGUAGE IN THE CODE.NOTE #2
 STATES "3 INCHES ABOVE THE PRIMARY SCUPPER". THIS COULD
 BE MISINTERPRETED AS MEANING THE TOP OF THE SCUPPER.
 4) SHT.0385-A-ADF-07 - INDICATE ON THE PLANS THAT 1/2
 OF THE AREA OF ANY VERTICAL WALL THAT DIVERTS RAINWATER
 TO THE ROOF HAS BEEN ADDED TO THE PROJECTED ROOF AREA
 PERR THE FPC SEC.1106.4.
 5) SEE TABLE 1106.7 OF FL.PLUMBING CODE FOR SCUPPER
 SIZING, NOT TABLE 1106.3 AS NOTED ON THE PLAN.
  
 NOTE: THIS IS THE THIRD TIME I HAVE REQUESTED THIS
 INFORMATION.
  
 PLUMBING PLAN REVIEW
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 561-805-6692
 [email protected]
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
 1) SHT.0386-A-ADF-08 - DETAIL # 0763010 & NOTE #2 -
 NOTE # 2 STATES THE OVERFLOW SCUPPER WILL BE 3 INCHES
 ABOVE THE PRIMARY SCUPPER. INCLUDE IN THE NOTE THAT THE
 OVERFLOW SCUPPER SHALL BE NO LESS THAN 2 INCHES NOR
 MORE THAN 4 INCHES ABOVE THE FINISHED ROOF SURFACE.THIS
 IS THE LANGUAGE IN THE CODE.NOTE #2 STATES "3 INCHES
 ABOVE THE PRIMARY SCUPPER". THIS COULD BE
 MISINTERPRETED AS MEANING THE TOP OF THE SCUPPER.
 2) SHT. 0385-A-ADF-7- THE ROOF DRAINAGE CALCULATIONS
 SHALL BE BASED ON A RAINFALL RATE OF 5 INCHES PER HOUR
 AS THERE IS NO 4.5 INCH RAINFALL RATE IN ANY OF THE
 SIZING TABLES.THE ALLOWABLE SQUARE FOOT AREA TO BE
 DRAINED BY EACH DRAIN/SCUPPER WILL HAVE TO BE ADJUSTED.
Review Stop P PLUMBING
Rev No 2 Status F Date 2015-10-05 Cont ID  
Sent By tklarge Date 2015-10-05 Time 12:45 Rev Time 0.00
Received By tklarge Date 2015-10-05 Time 11:11 Sent To  
Notes
2015-10-05 12:42:511) THE NARRATIVE RESPONSE TO THE PLAN REVIEW COMMENTS
 CANNOT BE READ. MOST OF THE COMMENTS AND NARRATIVE ARE
 CUT OFF AND CANNOT BE SEEN. WPB AMEND. TO FBC SEC.
 107.2.1.
 2) IT DOES NOT APPEAR AS THOUGH ANY OF THE PLUMBING
 COMMENTS FROM THE PREVIOUS REVIEW HAVE BEEN ADDRESSED.
 COMPLY WITH ALL PREVIOUS PLUMBING PLAN REVIEW
 COMMENTS.SEE PREVIOUS COMMENTS BELOW.
  
 7/21/15 COMMENTS:
  
 1) SHT. 0385-A-ADF-07 - THE RAINFALL RATE THAT IS TO BE
 USED IN THE SIZING OF THE STORMWATER SYSTEM IS 5
 INCHES, NOT 4.5. SEE TABLE 1106.7 OF FL.PLUMBING CODE
 FOR SCUPPER SIZING, NOT TABLE 1106.3.
 2) INDICATE THE HEAD IN INCHES THAT WAS USED IN THE
 SIZING OF THE SCUPPERS.SEE TABLE 1106.7 OF 2010 FPC.
 3) OVERFLOW SCUPPERS SHALL BE LOCATED NO LESS THAN 2
 INCHES NOR MORE THAN 4 INCHES ABOVE THE FINISHED ROOF
 COVERING AND SHALL BE LOCATED AS CLOSE AS PRACTICAL TO
 REQUIRED VERTICAL LEADERS OR DOWNSPOUTS OR WALL AND
 PARAPET SCUPPERS PER THE 2010 FL. BUILDING CODE
 SEC.1503.4.2.1.
 4) SHT.0385-A-ADF-07 - INDICATE ON THE PLANS THAT 1/2
 OF THE AREA OF ANY VERTICAL WALL THAT DIVERTS RAINWATER
 TO THE ROOF SHALL BE ADDED TO THE PROJECTED ROOF AREA
 PERR THE FPC SEC.1106.4.
 5) SEE TABLE 1106.7 OF FL.PLUMBING CODE FOR SCUPPER
 SIZING, NOT TABLE 1106.3 AS NOTED ON THE PLAN.
  
  
  
  
  
  
  
  
  
 PLUMBING PLAN REVIEW
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 561-805-6692
 [email protected]
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2015-07-21 Cont ID  
Sent By tklarge Date 2015-07-21 Time 08:47 Rev Time 0.00
Received By tklarge Date 2015-07-21 Time 06:07 Sent To  
Notes
2015-07-21 08:47:091) SHT. 0385-A-ADF-07 - THE RAINFALL RATE THAT IS TO BE
 USED IN THE SIZING OF THE STORMWATER SYSTEM IS 5
 INCHES, NOT 4.5. SEE TABLE 1106.7 OF FL.PLUMBING CODE
 FOR SCUPPER SIZING, NOT TABLE 1106.3.
 2) INDICATE THE HEAD IN INCHES THAT WAS USED IN THE
 SIZING OF THE SCUPPERS.SEE TABLE 1106.7 OF 2010 FPC.
 3) OVERFLOW SCUPPERS SHALL BE LOCATED NO LESS THAN 2
 INCHES NOR MORE THAN 4 INCHES ABOVE THE FINISHED ROOF
 COVERING AND SHALL BE LOCATED AS CLOSE AS PRACTICAL TO
 REQUIRED VERTICAL LEADERS OR DOWNSPOUTS OR WALL AND
 PARAPET SCUPPERS PER THE 2010 FL. BUILDING CODE
 SEC.1503.4.2.1.
 4) SHT.0385-A-ADF-07 - INDICATE ON THE PLANS THAT 1/2
 OF THE AREA OF ANY VERTICAL WAL LTHAT DIVERTS RAINWATER
 TO THE ROOF SHALL BE ADDED TO THE PROJECTED ROOF AREA
 PERR THE FPC SEC.1106.4.
 5) TABLE 1106.7 SHALL BE USED IN THE DESIGN OF THE ROOF
 SCUPPERS.
  
 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 2015-11-20 Cont ID  
Sent By skennedy Date 2015-11-20 Time 09:57 Rev Time 0.00
Received By skennedy Date 2015-11-20 Time 09:57 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 13:41 Rev Time 0.00
Received By jroach Date 2015-09-08 Time 13:41 Sent To  
Notes
***NONE***


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