Plan Review Details - Permit 15060552
Plan Review Stops For Permit 15060552
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2015-11-14 Cont ID  
Sent By jwitmer Date 2015-11-14 Time 09:30 Rev Time 0.00
Received By jwitmer Date 2015-11-14 Time 09:01 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2015-10-20 Cont ID  
Sent By jwitmer Date 2015-10-20 Time 10:41 Rev Time 0.00
Received By jwitmer Date 2015-10-20 Time 09:44 Sent To  
Notes
2015-10-20 10:31:49BUILDING PLAN REVIEW
 W. P. B. PERMIT: 15060552 DIGESTER ELECTRIC 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: TUES. OCT. 20/ 2015
 ACTION: DENIED
  
 NOTE: SPECIFICATION BOOKS WILL NOT BE REVIEWED AS PART
 OF ANY PLAN REVIEW IF SUBMITTED THEY GET STAMPED VOID.
  
 1-5) COMPLIED.
  
  
  
 6)2ND REQUEST. PAGE 0294-S-ADF-28:
 6A) NOTES PRECAST PRESTRESSED ELEMENTS SHALL BE
 DESIGNED FOR THE FOLLOWING:
 1NOTE( E ) WIND LOADS PER CODE. ?PROVIDE THE DESIGN
 CRITERIA, 180 VULT, EXPOSURE C, MEAN ROOF HEIGHT 18 FT.
 BUILD RISK CAT. III.
  
 6B) NOTE 1( F ) EQUIPMENT LOADS. NOT GIVEN .
  
 6C) ROOF PRESSURES SUBMITTED DO NOT STATE IF THEY ARE
 VULT OR VASD. PRESSURES ARE LOW CONSIDERING THE WIND
 DESIGN CRITERIA OF DESIGN CRITERIA, 180 VULT, EXPOSURE
 C, MEAN ROOF HEIGHT 18 FT. BUILD RISK CAT. III. TO BE
 TAKEN AT 10 SQURE FEET FOR FASTENERS.
  
 6D) SHEET 0365-A-GEN-02 COMPONENTS AND CLADDING.
 PRESSURES ARE LOW FOR DOORS. WHERE DO YOU FIND
 PRESSURES FOR WINDOWS AND WALL LOUVERS.
  
 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/ ROOF TOP CURBS,
 EXHAUST FANS, RTU'S
  
 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) COMPLIED.
  
 11) 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]
  
 0365-A-GEN-02 DOOR SCHED.
 0380-A-ADF-02 ELEC. LIFE SAFETY
 0384-A-ADF-06 FLOOR PLAN
 0388-A-ADF10 ROOF PLAN
 0392-A-ADF-14 ELEVATIONS
 0393-A-ADF-15 WALL SEC/ DETAILS
  
 0293-S-ADF-27 FOUNDATION
 0294-S-ADF-28 ROOF PLAN
 0295-S-ADF-29 SECTION
 0296-S-ADF-30 DETAILS
 0297-S-ADF-31 SCHEDULES
  
  
  
  
  
  
  
  
  
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2015-07-13 Cont ID  
Sent By jwitmer Date 2015-07-13 Time 07:31 Rev Time 0.00
Received By jwitmer Date 2015-07-13 Time 06:27 Sent To  
Notes
2015-07-13 07:41:27BUILDING PLAN REVIEW
 W. P. B. PERMIT: 15060552 DIGESTER ELECTRIC 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. JULY 13/ 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.
  
 5B) DUNKELBERGER TESTING REPORT HD145002 APRIL 10,
 2014, PAGE 12 UNDER THE HEADING 9.2 VIBRO-COMPACTION
 RECOMMENDS THE EXCAVATED FILL FOR ALL OF THE DIGESTER
 TANKS NOT BE RE-USED, WILL THIS FILL BE USED ELSEWHERE
 ON SITE FOR FILL, AND IF SO STORED WHERE, A CONCERN AS
 TO THE CLOSENESS OF FILL STORED TO THE EXCAVATION OF
 THE DIGESTERS AND OR OTHER STRUCTURES. 2010 FBC-B
 3304.1.2 SURCHARGE & 1808.7 FOUNDATIONS ON OR ADJACENT
 TO SLOPES.
  
 5C) DUNKELBERGER TESTING REPORT HD145002 APRIL 10,
 2014, PAGE 12 UNDER THE HEADING 9.2 VIBRO-COMPACTION
 RECOMMENDS
 ADD FILL USED IN THE COMPACTION POINTS SHOULD CONSIST
 OF CLEAN SANDS HAVING A SUITABILITY NUMBER (SN) OF 20
 OR LOWER. WE DO NOT BELIEVE THAT THE ON-SITE SANDS WILL
 MEET THIS REQUIREMENT. THEREFORE THE ADD FILL WILL NEED
 TO BE IMPORTED. PLEASE INCORPORATE INTO THE VIBRO-
 FLOTATION PLAN.
  
 6) PAGE 0294-S-ADF-28:
 6A) NOTES PRECAST PRESTRESSED ELEMENTS SHALL BE
 DESIGNED FOR THE FOLLOWING:
 1( E ) WIND LOADS PER CODE. ?PROVIDE THE DESIGN
 CRITERIA, 180 VULT, EXPOSURE C, MEAN ROOF HEIGHT 38 FT.
 BUILD RISK CAT. III.
  
 6B) NOTE 1( F ) EQUIPMENT LOADS. NOT GIVEN .
  
 6C) ROOF PRESSURES SUBMITTED DO NOT STATE IF THEY ARE
 VULT OR VASD. PRESSURES ARE LOW CONSIDERING THE WIND
 DESIGN CRITERIA OF DESIGN CRITERIA, 180 VULT, EXPOSURE
 C, MEAN ROOF HEIGHT 38 FT. BUILD RISK CAT. III.
  
 6D) ROOF PRESSURES ARE PROVIDED BUT NOT THE WALL
 PRESSURES FOR COMPONENTS AND CLADDING.
  
 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) SHEET 0384-A-ADF-06. DETAIL TOILET PLAN. THE
 PLACEMENT OF THE LAVATORY DOES NOT COMPLY WITH THE 2010
 FBC-ACCESSIBILITY CODE 604.3.2 REQUIRED CLEAR FLOOR
 SPACE REQUIRED BY THE WATER CLOSET. THERE IS NO
 DIMENSION OF THE OVERALL DIMENSIONS FOR THE TOILET
 ROOM.
  
 11) A TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW
 COMMENT NUMBER, WITH A DESCRIPTION OF THE REVISION
 MADE, IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE
 THE CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR
 PERMIT. THANK YOU FOR YOUR ANTICIPATED COOPERATION.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2015-09-18 Cont ID  
Sent By dharvey Date 2015-09-18 Time 08:30 Rev Time 0.00
Received By dharvey Date 2015-09-18 Time 08:18 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 09:54 Rev Time 0.00
Received By cranford Date 2015-07-24 Time 09:54 Sent To  
Notes
2015-07-24 09:54:42JOHN 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 08:34 Rev Time 0.00
Received By cranford Date 2015-06-30 Time 08:33 Sent To  
Notes
2015-06-30 08:34:33FOR DIGESTER ELECTRICAL 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 13:30 Rev Time 0.00
Received By wjolin Date 2015-06-25 Time 13:24 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2015-11-20 Cont ID  
Sent By skennedy Date 2015-11-20 Time 09:56 Rev Time 0.00
Received By skennedy Date 2015-11-06 Time 10:50 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2015-10-26 Cont ID  
Sent By cpuell Date 2015-10-26 Time 08:01 Rev Time 0.00
Received By cpuell Date 2015-10-16 Time 15:49 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2015-09-18 Cont ID  
Sent By lmarchan Date 2015-09-18 Time 10:36 Rev Time 0.00
Received By lmarchan Date 2015-06-17 Time 14:21 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status N Date 2015-09-18 Cont ID  
Sent By lmarchan Date 2015-09-18 Time 10:34 Rev Time 0.00
Received By lmarchan Date 2015-09-18 Time 10:34 Sent To  
Notes
2015-09-18 10:34:32NOT REQUIRED PER SAK
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2015-11-10 Cont ID  
Sent By ccole Date 2015-11-10 Time 17:02 Rev Time 0.00
Received By ccole Date 2015-11-10 Time 17:02 Sent To  
Notes
2015-11-10 17:04:28BIO-SOLIDS PERMIT #15060552
 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 EOR AND
 SUBMITTED TO THE BUILDING 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 2 Status F Date 2015-10-20 Cont ID  
Sent By ccole Date 2015-10-20 Time 07:26 Rev Time 0.00
Received By ccole Date 2015-10-19 Time 17:11 Sent To  
Notes
2015-10-20 07:51:592ND REVIEW: FBC 2014 MECHANICAL
 PERMIT #15060552
 10/20/15
  
 1) AS PREVIOUSLY REQUESTED IN THE 1ST REVIEW, PROVIDE
 ENERGY CALCULATIONS. THE SUBMITTED RESPONSE NARRATIVE
 IS INDICATING PLAN ROOM 301 IS A CONDITIONED, OCCUPIED
 SPACE AND THEREFORE MUST MEET COMPLIANCE.
 2) AS PREVIOUSLY REQUESTED PROVIDE AC EQUIPMENT
 SCHEDULES ON THE PLANS. THE NARRATIVE INDICATES THE
 SCHEDULES ARE ON SHEETS 0713-H-SCHD-01 AND
 0714-H-SCHD-02 HOWEVER THESE SHEETS HAVE NOT BEEN
 UPLOADED FOR REVIEW.
 3) AS PREVIOUSLY REQUESTED PROVIDE MINIMUM VENTILATION
 CALCULATIONS ON THE PLAN. THE NARRATIVE IS INDICATING
 SOME OF THE VENTILATION SCHEDULES ARE FOUND ON SHEET
 0714- H-SCH-02 WHICH HAS NOT BEEN UPLOADED.
 4) AS PREVIOUSLY REQUESTED PROVIDE THE SEQUENCE OF
 OPERATION FOR THE AC SYSTEMS. THE NARRATIVE STATES THE
 INFORMATION CAN BE FOUND IN SECTIONS OF THE PROJECT
 SPECIFICATIONS BOOK. PLEASE NOTE A SPECIFICATIONS BOOK
 FOR THIS PROJECT IS NOT UPLOADED FOR REVIEW, AND
 TYPICALLY REVIEWS ARE DONE ON PLANS, NOT SPEC BOOKS.
 PLEASE PROVIDE THE REQUESTED COMPLIANCE DATA ON THE
 PLANS.
 5) AS PREVIOUSLY REQUESTED PROVIDE AN AIR DISTRIBUTION
 SCHEDULE. THE NARRATIVE STATES THE SCHEDULE CAN BE
 FOUND ON SHEET 0714-H-SCHD-02 WHICH IS NOT UPLOADED.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2015-07-15 Cont ID  
Sent By ccole Date 2015-07-15 Time 12:14 Rev Time 0.00
Received By ccole Date 2015-07-15 Time 12:14 Sent To  
Notes
2015-07-15 12:56:151ST REVIEW: FBC 2010 MECHANICAL
 PERMIT #15060552 DIGESTER ELECTRICAL BUILDING
 7/15/15
  
 1) SUBMIT THE FOLLOWING ENERGY EFFICIENCY COMPLIANCE
 DOCUMENTS PREPARED BY THE ENGINEER OF RECORD: A)
 COOLING AND HEATING CALCULATIONS FOR AC-1, 2, & 3 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
 SECTIONS 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 LIMITED TO THE COMPONENTS OF
 THE THERMAL ENVELOPE, THE HVAC, THE ELECTRICAL POWER,
 LIGHTING, AND CONTROLS.
 2) PROVIDE EQUIPMENT SCHEDULES ON THE PLANS FOR THE AC-
 1, 2, & 3.
 3) PROVIDE MINIMUM VENTILATION CALCULATIONS ON THE PLAN
 IN COMPLIANCE WITH TABLE 403.3 FBC-10 MECHANICAL.
 PROVIDE A SCHEDULE ON THE PLAN INDICATING THE REQUIRED
 CFM'S OF O/A, AND THE TOTAL CFM'S TO BE PROVIDED.
 4) SHEET H-ADF-08: PROVIDE A SEQUENCE OF OPERATION FOR
 THE AC SYSTEMS, INCLUDING HOW THE O/A INTAKES WILL BE
 CONTROLLED- REFERENCE SECTION 503.2.5.3 FBC-10 ENERGY
 CONSERVATION. WILL MOTORIZED DAMPERS BE INSTALLED?
 PLEASE NOTE THAT THERMOSTATS ARE NOT SHOWN ON THE PLAN
 FOR AC-1, & 2.
 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-08: DUCT SMOKE DETECTORS ARE REQUIRED IN THE
 SUPPLY DUCTS OF AC- 1 & 2: PLEASE PROVIDE A SYMBOL ON
 THE PLAN TO SHOW THEIR LOCATIONS AND PROVIDE AN
 INSTALLATION DETAIL ON THE PLAN- SECTION 606.2.1 FBC-10
 MECHANICAL. PROVIDE INSTALLATION DETAILS FOR THE
 DEVICES, AND HOW THEY WILL BE SUPERVISED PER SECTION
 606.4.1.
 9) H-ADF-08: PROVIDE STRUCTURAL DETAILS FOR
 INSTALLATION OF THE CONDENSER PADS AND ENGINEERED WIND
 LOAD TIE-DOWN DETAILS FOR MOUNTING AC- 1 & 2 TO THE
 PADS- SECTION 301.12 FBC-10 MECHANICAL.
 10) PROVIDE WIND LOAD TIE DOWN ENGINEERING FOR
 INSTALLATION OF AC-3 ON THE ROOF INCLUDING A SECTION
 VIEW SHOWING THE STRUCTURAL COMPONENTS OF THE CURB,
 ANCHORING OF THE CURB TO THE ROOF STRUCTURE, MOUNTING
 OF THE AC UNIT TO THE CURB, AND THE CURB HEIGHT ABOVE
 THE FINISHED ROOF- SECTION 301.12.
 11) PROVIDE A ROOF PLAN SHOWING THE LOCATIONS OF ALL
 EQUIPMENT AND REQUIRED CLEARANCE DISTANCE MEASUREMENTS.
 SHOW THE LOCATIONS OF THE ROOF LADDERS AND PROVIDE
 DETAILS FOR CONSTRUCTION OF THE LADDERS INDICATING
 COMPLIANCE WITH THE DESIGN CRITERIA LISTED IN SECTION
 306.5 FBC-10 MECHANICAL.
 12) 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.
 13) PROVIDE CIVIL DRAWINGS THAT INCLUDE OVERALL
 UNDERGROUND PIPING LAYOUTS, AND ENLARGED AREA DRAWINGS
 DEPICTING THE UNDERGROUND PIPES SERVICING EACH TANK,
 FACILITY, OR BUILDING.
 14) 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 AC SYSTEMS, ROOF MOUNTED
 EXHAUST FANS, DS DETECTORS, O/A DAMPERS, ELECTRONIC
 CONTROLS, PIPINGS AND FITTINGS, AND PIPE INSULATION
 ETC.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop P PLUMBING
Rev No 3 Status P Date 2015-11-16 Cont ID  
Sent By tklarge Date 2015-11-16 Time 10:26 Rev Time 0.00
Received By tklarge Date 2015-11-16 Time 09:07 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status F Date 2015-10-24 Cont ID  
Sent By tklarge Date 2015-10-24 Time 08:45 Rev Time 0.00
Received By tklarge Date 2015-10-24 Time 08:10 Sent To  
Notes
2015-10-24 08:21:071) SHT. 0388- A - ADF - 10 - FBC 2010 SEC.1503.4.2.1
 OVERFLOW SCUPPERS - 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. 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 POSSIBLY BE MISINTERPRETED AS MEANING THE
 TOP OF THE SCUPPER.
 2) PREVIOUS COMMENT #11 - SEPARATE FACILITIES FOR MALES
 & FEMALES - IN ORDER TO REQUEST RELIEF FROM A SECTION
 /REQUIREMENT OF THE PLUMBING CODE IT SHALL BE REQUESTED
 IN WRITING TO THE PLUMBING CODE OFFICIAL ON THE
 REQUESTING PARTY'S LETTERHEAD ( TWO COPIES, IF AN
 ARCHITECT/ENGINEER THE LETTER SHALL BE SIGNED AND
 SEALED ) STATING THE CODE SECTION FROM WHICH THE RELIEF
 IS BEING REQUESTED AND THE JUSTIFICATION FOR SUCH
 RELIEF.
 3) PREVIOUS COMMENT # 10 - INDICATE THE DISTANCE (
 LINEAL FEET) AND THE LOCATION OF THE BUILDINGS WITH THE
 SERVICE SINK ON THE CIVIL DRAWING 0013 - C- GEN - 01 .
 PLEASE PROVIDE A WRITTEN REQUEST AS ABOVE FOR RELIEF
 FROM THE PLUMBING CODE REQUIREMENT FOR THE MOP SINK.
  
  
 PLUMBING PLAN REVIEW
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 561-805-6692
 [email protected]
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2015-07-22 Cont ID  
Sent By tklarge Date 2015-07-22 Time 04:46 Rev Time 0.00
Received By tklarge Date 2015-07-22 Time 03:22 Sent To  
Notes
2015-07-22 04:03:121) SUBMIT ROOF DRAINAGE CALCULATIONS FOR THIS
 STRUCTURE. THE SIZE OF SCUPPERS SHALL COMPLY W/ 2010
 FBC-PLUMBING SEC.1106.7 AND TABLE 1106.7. INCLUDE 1/2
 THE AREA OF ANY VERTICAL WALLS THAT DIVERT RAINWATER TO
 THE ROOF IN THE CALCULATIONS FOR THE ROOF DRAINAGE.
 2) SHT. 0791 - H-STD-01 - DETAIL - SHOW THE SIZE OF THE
 CONDENSATE LINE DISCHARGING TO THE DRYWELL.
 3) IDENTIFY THE SPECIFIC YARD PIPING DRAWINGS FOR THE
 CONTINUATION OF THE WATER AND SEWER LINES. WPB AMEND.
 TO FBC SEC. 107.2.1.
 4) SHT.0723-P-ADF-07 - THE VENT SHALL BE NOT LESS 1/2
 THE SIZE OF THE DRAIN SERVED PER 2010 FBC-PLUMBING,
 SEC. 916.1. THE MINIMUM VENT SIZE SHALL BE 2".
 5) SHUTOFF VALVES ARE REQUIRED ON THE
 FIXTURES.FBC-PLUMBING SEC.606.2.
 6) THE HEIGHT OF THE GRAB BARS SHALL BE MEASURED TO THE
 TOP OF THE GRIPPING SURFACE PER 2010 FBC-ACCESSIBILITY
 SEC. 609.4.
 7) SHT. A-ADF-06 - THE ENLARGED TOILET ROOM PLAN - SHOW
 THE CLEAR INSIDE LENGTH AND WIDTH DIMENSIONS FOR THE
 TOILET ROOM.
 8) THE LAVATORY APPEARS TO BE ENCROACHING INTO THE
 CLEAR FLOOR SPACE FOR THE WATER CLOSET. THIS IS NOT
 ALLOWED PER FBC-ACCESSIBILITY SEC.604.3.
 9) IF THE LEADING EDGE OF THE "HI" SIDE DRINKING
 FOUNTAIN IS MORE THAN 27 INCHES ABOVE THE FINISH FLOOR
 IN CAN ONLY PROJECT INTO THE CIRCULATION PATH 4 INCHES
 PER 2010 FBC-ACCESSIBILITY SEC.307.2. A SKIRT MAY BE
 REQUIRED TO BE PLACED ON THE UNIT TO MEET COMPLIANCE.
 10) A SERVICE SINK IS REQUIRED FOR THIS OCCUPANCY PER
 TABLE 403.1.
 11) TABLE 403.1 OF 2010 FBC- PLUMBING REQUIRES SEPARATE
 FACILITIES FOR MALES & FEMALES FOR THIS OCCUPANCY. YOU
 MAY REQUEST RELIEF FROM THIS REQUIREMENT TO THE
 PLUMBING OFFICIAL BY WRITTEN REQUEST.
 12) THE 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 2010 FBC SEC.1503.4.2.1.
  
 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 09:56 Rev Time 0.00
Received By skennedy Date 2015-11-20 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 13:42 Rev Time 0.00
Received By jroach Date 2015-09-08 Time 13:42 Sent To  
Notes
***NONE***


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