Plan Review Details - Permit 17070327
Plan Review Stops For Permit 17070327
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2017-12-05 Cont ID  
Sent By jwitmer Date 2017-12-05 Time 08:30 Rev Time 0.00
Received By jwitmer Date 2017-12-05 Time 07:44 Sent To  
Notes
2017-12-05 08:30:512014 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 17070327
 ADD: 1885 OKEECHOBEE BLVD. / SUITE 1885
 CONT: DUKE INDIANA CONSTRUCTION
 TEL: 954-453-5261
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE.
 ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND
 SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE
 FLORIDA BUILDING CODE, BUILDING.
  
 3RD REVIEW
 DATE: TUES. DEC. 05/ 2017
 ACTION: BUILDING PROVISO
  
 1) THE TENANT SHALL PROVIDE DRAWINGS FOR THE RACKING
 PERMIT UNDER SEPARATE PERMIT. CONTRACTOR (QUALIFIER)
 MUST SIGN THE PERMIT APPLICATION FORMS.
  
 2) SHEET A203 THE RACKING AND PALLET STORAGE HAS BEEN
 REMOVED FROM THE PLANS AND WILL BE APPLIED FOR UNDER
 SEPARATE PERMIT WITH REVIEW AND ASSOCIATED FEES. A
 SEPARATE PERMIT WILL BE REQUIRED FOR THE RACK STORAGE
 BUT UNTIL THE TYPES OF RACKS, HEIGHT OF RACKS, IF THE
 RACKS HAS AERIAL WALKWAYS, FLOOR OF GRID WORK STEEL,
 STAIRS, AND THE TYPE OF COMBUSTIBLE IN THE RACKS, TO
 MANY UNKNOWNS TO ISSUE A PERMIT FOR THE S1 OCCUPANCY.
 FBC-B 903.2.9.
  
 JAMES A. WITMER BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES
 DEPARTMENT
 401 CLEMATIS ST.
 WEST PALM BEACH. FL 33402
 TEL: 561-805-6715
 FAX: 561-805-6676
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2017-08-25 Cont ID  
Sent By jwitmer Date 2017-08-25 Time 16:32 Rev Time 0.00
Received By jwitmer Date 2017-08-25 Time 14:49 Sent To  
Notes
2017-08-25 16:32:352014 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 17070327
 ADD: 1885 OKEECHOBEE BLVD. / SUITE 1885
 CONT: DUKE INDIANA CONSTRUCTION
 TEL: 954-453-5261
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE.
 ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND
 SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE
 FLORIDA BUILDING CODE, BUILDING.
  
 2ND REVIEW
 DATE: FRI. AUGUST 25/ 2017
 ACTION: DENIED
  
 1) COMPLIED.
  
 2) THERE IS ADDITIONAL INFORMATION REQUIRED BY BOTH
 BUILDING AND FIRE. THE OCCUPANCY IS DECLARED TO BE A S1
 OCCUPANCY, BUT THE TYPE OF BUSINESS, STORAGE OF
 COMBUSTIBLES HAS NOT BEEN DECLARED. WITH THE STORAGE OF
 MATTRESSES, (EXAMPLES) FURNITURE OR TIRES WITHIN THE
 RACK STORAGE, ADDITIONAL SPRINKLER HEADS MAYBE REQUIRED
 WITHIN THE RACKS THEMSELVES. THE EXISTING FIRE
 SPRINKLER SYSTEM MAYBE UNDER SIZED FOR THE AMOUNT OF
 COMBUSTIBLE FIRE LOADS.
  
 1ST ROUND OF COMMENTS. THE LIFE SAFETY PLAN SHEET A203
 SHOWS THERE IS TO BE RACK STORAGE BUT THE PLANS DO NOT
 PROVIDE HOW HIGH THE RACK STORAGE WILL BE? THE 2014
 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH AMENDMENTS
 TO THE FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATION
 SECTION 105.2 (6) REQUIRES A PERMIT FOR RACK STORAGE
 WHEN THE RACKS ARE FIXED IN PLACE AND THE RACKS ARE
 OVER 5 FOOT 9 INCHES IN HEIGHT.
  
 3) A SEPARATE PERMIT WILL BE REQUIRED FOR THE RACK
 STORAGE BUT UNTIL THE TYPES OF RACKS, HEIGHT OF RACKS,
 IF THE RACKS HAS AERIAL WALKWAYS, FLOOR OF GRID WORK
 STEEL, STAIRS, AND THE TYPE OF COMBUSTIBLE IN THE
 RACKS, TO MANY UNKNOWNS TO ISSUE A PERMIT FOR THE S1
 OCCUPANCY. FBC-B 903.2.9.
  
 1ST ROUND OF COMMENTS. THE LIFE SAFETY PLAN SHEET A203
 ALSO INDICATES MOST OF THE WAREHOUSE TO BE PALLET
 STORAGE. THE PLANS DO NOT INDICATE HOW HIGH THE PALLETS
 ARE TO BE STORED. 107.2.1.3 ADDITIONAL INFORMATION IS
 REQUIRED.
  
 4) WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION
 & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES AS
 NECESSARY, COLLATE AND STAPLE INTO SETS OF PLANS. 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 BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES
 DEPARTMENT
 401 CLEMATIS ST.
 WEST PALM BEACH. FL 33402
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2017-07-14 Cont ID  
Sent By jwitmer Date 2017-07-14 Time 13:50 Rev Time  
Received By jwitmer Date   Time   Sent To  
Notes
2017-07-14 13:50:272014 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 17070327
 ADD: 1885 OKEECHOBEE BLVD. / SUITE 1885
 CONT: DUKE INDIANA CONSTRUCTION
 TEL: 954-453-5261
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE.
 ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND
 SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE
 FLORIDA BUILDING CODE, BUILDING.
  
 1ST REVIEW
 DATE: FRI. JULY 14/ 2017
 ACTION: DENIED
  
 1) THE LIFE SAFETY PLAN SHEET A203 SHOWS (2) OF THE
 EMERGENCY EXIT LIGHTS DIRECTLY IN FRONT OF THE DOORS
 THAT LEAD FROM THE WAREHOUSE INTO THE OPEN AREA (100)
 AND THE 2ND DOOR LEADING INTO THE CORRIDOR 104. THE S1
 STORAGE OCCUPANCY SHOWS AN OCCUPANT LOAD OF 83
 OCCUPANTS. THE 2014 FBC-B SECTION 1008.1.2 REQUIRES THE
 DOORS TO SWING IN THE DIRECTION OF EGRESS TRAVEL WHERE
 SERVING A ROOM OR AREA CONTAINING AN OCCUPANT LOAD OF
 50 OR MORE PERSONS OR A GROUP H OCCUPANCY.
  
 2) THE LIFE SAFETY PLAN SHEET A203 SHOWS THERE IS TO BE
 RACK STORAGE BUT THE PLANS DO NOT PROVIDE HOW HIGH THE
 RACK STORAGE WILL BE? THE 2014 FLORIDA BUILDING CODE W
 2014 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION SECTION 105.2 (6)
 REQUIRES A PERMIT FOR RACK STORAGE WHEN THE RACKS ARE
 FIXED IN PLACE AND THE RACKS ARE OVER 5 FOOT 9 INCHES
 IN HEIGHT.
  
 3) THE LIFE SAFETY PLAN SHEET A203 ALSO INDICATES MOST
 OF THE WAREHOUSE TO BE PALLET STORAGE. THE PLANS DO NOT
 INDICATE HOW HIGH THE PALLETS ARE TO BE STORED.
 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED.
  
 4) WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION
 & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES AS
 NECESSARY, COLLATE AND STAPLE INTO SETS OF PLANS. 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 BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES
 DEPARTMENT
 401 CLEMATIS ST.
 WEST PALM BEACH. FL 33402
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2017-09-20 Cont ID  
Sent By jpearson Date 2017-09-20 Time 11:25 Rev Time 0.00
Received By jpearson Date 2017-09-20 Time 11:25 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2017-08-02 Cont ID  
Sent By jpearson Date 2017-08-02 Time 11:02 Rev Time 0.00
Received By jpearson Date 2017-08-02 Time 11:02 Sent To  
Notes
2017-08-02 11:02:09CODES IN EFFECT:
 FLORIDA BUILDING CODE 2014 5TH EDITION
 FLORIDA BUILDING CODE ENERGY CONSERVATION 2014 5TH
 EDITION
 NFPA 70 2011 EDITION, NATIONAL ELECTRICAL CODE
  
 ELECTRICAL REVIEW STATUS: DENIED, SEE COMMENTS BELOW.
  
 1. PROVIDE RECEPTACLE CONTROL REQUIRED BY ASHREA 90.1:
 8.4.2. FBC C405.7.1
 2. PROVIDE LIGHTING CONTROL IN OFFICE AREA PER FBC
 ENERGY CODE. FBC C405.2.2.2
  
 PLEASE NOTE: SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS. WHEN
 RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RESUBMITTAL FORM. ADDITIONALLY, INSERT CORRECTED PAGES
 INTO THE ORIGINAL SUBMITTAL AND REMOVE OR VOID THE
 PREVIOUSLY REVIEWED SHEETS.
  
 SINCERELY,
  
 JOHN PEARSON
 ELECTRICAL PLANS EXAMINER
 561-805-6746
 [email protected]
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2017-11-28 Cont ID  
Sent By pleduc Date 2017-11-28 Time   Rev Time 0.00
Received By pleduc Date 2017-11-28 Time 12:29 Sent To B
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status F Date 2017-08-24 Cont ID  
Sent By pleduc Date 2017-08-24 Time   Rev Time 0.00
Received By pleduc Date 2017-08-23 Time 11:54 Sent To  
Notes
2017-08-24 15:24:292ND REVIEW
  
 THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
  
 4) SHEET A 203 - A FIRE SPRINKLER SYSTEM IS INDICATED.
 IS THIS A NEW SYSTEM OR AN EXISTING ONE.
  
 THE RESPONSE OF SPRINKLER BY OTHERS IS INADAQUATE.
  
 IF THERE IS NO SPRINKLER SYSTEM PRESENT, THE FOLLOWING
 IS REQUIRED TO BE SUBMITTED WITH THIS MASTER PERMIT.
  
 THIS REQUIREMENT CAN BE PROVIDED IN A NARRATIVE FORM,
 SIGNED AND SEALED BY A QUALIFIED ENGINEER OR IN DRAWING
 PLAN SET FORM SIGNED AND SEALED BY AN ENGINEER.
  
 SHOP DRAWING SHALL BE DEVELOPED FROM THIS INFORMATION
 AND SUBMITTED SEPARATELY.
  
 PER FLORIDA ADMINISTRATIVE CODE SECTION 61G15-32.004,
 FIRE PROTECTION ENGINEERING DOCUMENTS SHALL INCLUDE THE
 POINT OF SERVICE FOR THE WATER SUPPLY, A LIST OF
 APPLICABLE NFPA STANDARDS APPLICABLE TO THE PROJECT,
 CLASSIFICATION OF HAZARD OCCUPANCY FOR EACH ROOM OR
 AREA, SUPPRESSION SYSTEM TYPE, DESIGN DENSITIES, WATER
 SUPPLY DATA (FIRE PUMP DATA, HYDRANT FLOW TEST DATA)
 AND ANY PERFORMANCE BASED INFORMATION SUCH AS
 PRE-ENGINEERED SYSTEMS.
  
 61G15-32.003 COMMON REQUIREMENTS TO ALL FIRE PROTECTION
 ENGINEERING
 DOCUMENTS.
 (1) THE FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS
 SHALL PROVIDE THE ENGINEERING REQUIREMENTS TO BE USED
 IN THE PREPARATION OF THE FIRE PROTECTION SYSTEM LAYOUT
 DOCUMENTS AND TO INDICATE THE NATURE AND SCOPE OF THE
 WORK, AND TO DESCRIBE, DETAIL, DIMENSION, LABEL AND
 DEFINE THE FIRE PROTECTION COMPONENTS, SYSTEM(S),
 MATERIALS, ASSEMBLIES, EQUIPMENT AND ITS STRUCTURAL AND
 UTILITY SUPPORT SYSTEM(S), INSOFAR AS THEY INVOLVE THE
 SAFEGUARDING OF LIFE, HEALTH OR PROPERTY.
 (2) THE FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS
 SHALL SPECIFY THE APPLICABLE REQUIREMENTS FOR THE
 ACCEPTANCE TESTING OF THE FIRE PROTECTION SYSTEM AND
 COMPONENTS, WHICH SHALL BE BASED UPON APPLICABLE CODES
 AND STANDARDS, WHERE AVAILABLE.
 (3) THE OCCUPANCY OF THE AREA OR DESCRIPTION OF A
 SPECIFIC HAZARD BEING PROTECTED BY THE FIRE PROTECTION
 SYSTEM(S) SHALL BE SHOWN ON THE FIRE PROTECTION SYSTEM
 ENGINEERING DOCUMENTS.
 (4) THE APPLICABLE CODE AND STANDARD TO BE USED IN THE
 PREPARATION OF THE FIRE PROTECTION SYSTEM LAYOUT
 DOCUMENTS SHALL BE SHOWN ON THE FIRE PROTECTION SYSTEM
 ENGINEERING DOCUMENTS. WHEN CODES AND STANDARDS ARE NOT
 AVAILABLE OR APPLICABLE, AND SAID LAYOUT DOCUMENTS ARE
 TO BE BASED ON ENGINEERING JUDGMENT, ANY REASONS AND
 ASSUMPTIONS MADE TO DEVELOP THE FIRE PROTECTION CONCEPT
 SHALL BE IDENTIFIED ON THE FIRE PROTECTION SYSTEM
 ENGINEERING DOCUMENTS.
 (5) STRUCTURAL SUPPORT AND STRUCTURAL OPENINGS REQUIRED
 BY THE FIRE PROTECTION SYSTEM SHALL BE SHOWN ON THE
 FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS AND SHALL
 BE REFERENCED ON STRUCTURAL ENGINEERING DOCUMENTS.
 (6) WHEN LAYOUT DOCUMENTS CONTAIN MATERIAL DEVIATION
 FROM THE ENGINEER OF RECORD'S FIRE PROTECTION SYSTEM
 ENGINEERING DOCUMENT, SUCH LAYOUT DOCUMENTS ARE NOT
 COMPLIANT UNLESS THEY ARE ACCOMPANIED BY REVISED
 ENGINEERING DOCUMENTS MADE AND SEALED BY THE ENGINEER
 OF RECORD FOR THE FIRE PROTECTION SYSTEM.
 (7) REQUIREMENTS FOR ACTIVATION CONTROL SYSTEMS,
 SEQUENCE, OPERATING PARAMETERS, INTERLOCKS, SAFETY
 RELATED DEVICES, INDICATORS AND ALARMS, SHALL BE SHOWN
 ON THE FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS,
 UNLESS SHOWN ON OTHER RELATED DOCUMENTS.
 (8) ANY INFORMATION DEEMED APPROPRIATE BY THE ENGINEER
 OF RECORD TO ASSIST THE AUTHORITY HAVING JURISDICTION
 IN UNDERSTANDING THE OWNER?S INTENDED USE AND PROPOSED
 PROTECTION OF THE BUILDING OR FACILITY AND TO PROVIDE
 SUFFICIENT DIRECTION TO THE INSTALLATION CONTRACTOR OR
 OTHER INTERESTED PARTIES REGARDING THE LAYOUT OF THE
 SYSTEM(S), SHALL BE INCLUDED IN THE FIRE PROTECTION
 SYSTEM ENGINEERING DOCUMENTS.
 SPECIFIC AUTHORITY 471.008, 471.033(2), FS
 LAW IMPLEMENTED 471.005(7), 471.033(2), FS
 HISTORY?NEW 5-19-93, FORMERLY 21H-32.003, AMENDED
 4-2-2000, 6-26-01
  
 61G15-32.004 DESIGN OF WATER BASED FIRE PROTECTION
 SYSTEMS.
 (1) WATER BASED FIRE PROTECTION SYSTEMS INCLUDE, BUT
 ARE NOT LIMITED TO, AUTOMATIC SPRINKLER SYSTEMS OF WET,
 DRY, FINE WATER SPRAY (MIST), MANUAL, AND DELUGE VALVE
 CONTROLLED TYPES, PUMPING SYSTEMS, STANDPIPES, FIRE
 WATER MAINS AND DEDICATED FIRE PROTECTION WATER
 SOURCES.
 (2) TO ENSURE MINIMUM DESIGN QUALITY IN FIRE PROTECTION
 SYSTEM ENGINEERING DOCUMENTS, SAID DOCUMENTS SHALL
 INCLUDE AS A MINIMUM THE FOLLOWING INFORMATION WHEN
 APPLICABLE:
 (A) THE POINT OF SERVICE FOR THE FIRE PROTECTION WATER
 SUPPLY AS DEFINED BY 633.021(18) F.S.
 (B) APPLICABLE NFPA STANDARD TO BE APPLIED, OR IN THE
 CASE WHERE NO SUCH STANDARD EXISTS, THE ENGINEERING
 STUDY, JUDGMENTS, AND/OR PERFORMANCE BASED ANALYSIS AND
 CONCLUSIONS.
 (C) CLASSIFICATION OF HAZARD OCCUPANCY FOR EACH ROOM OR
 AREA.
 (D) DESIGN APPROACH, WHICH INCLUDES SYSTEM TYPE,
 DENSITIES, DEVICE TEMPERATURE RATING, AND SPACING FOR
 EACH SEPARATE 42 HAZARD OCCUPANCY.
 (E) CHARACTERISTICS OF WATER SUPPLY TO BE USED, SUCH AS
 MAIN SIZE AND LOCATION, WHETHER IT IS DEAD-END OR
 CIRCULATING; AND IF DEAD-END, THE DISTANCE TO THE
 NEAREST CIRCULATING MAIN, AS WELL AS ITS MINIMUM
 DURATION AND RELIABILITY FOR THE MOST HYDRAULICALLY
 DEMANDING DESIGN AREA.
 (F) WHEN PRIVATE OR PUBLIC WATER SUPPLIES ARE USED, THE
 FLOW TEST DATA, INCLUDING DATE AND TIME OF TEST, WHO
 CONDUCTED TEST OR SUPPLIED INFORMATION, TEST ELEVATION,
 STATIC GAUGE PRESSURE AT NO FLOW, FLOW RATE WITH
 RESIDUAL GAUGE PRESSURE, HYDRANT BUTT COEFFICIENT, AND
 LOCATION OF TEST IN RELATION TO THE HYDRAULIC POINT OF
 SERVICE.
 (G) VALVING AND ALARM REQUIREMENTS TO MINIMIZE
 POTENTIAL FOR IMPAIRMENTS AND UNRECOGNIZED FLOW OF
 WATER.
 (H) MICROBIAL INDUCED CORROSION (MIC). THE ENGINEER OF
 RECORD SHALL MAKE REASONABLE EFFORTS TO IDENTIFY WATER
 SUPPLIES THAT COULD LEAD TO MICROBIAL INDUCED CORROSION
 (MIC). SUCH EFFORTS MAY CONSIST OF DISCUSSIONS WITH THE
 LOCAL WATER PURVEYOR AND/OR FIRE OFFICIAL, FAMILIARITY
 WITH CONDITIONS IN THE LOCAL AREA, OR LABORATORY
 TESTING OF WATER SUPPLIES. WHEN CONDITIONS ARE FOUND
 THAT MAY RESULT IN MIC CONTAMINATION OF THE FIRE
 PROTECTION PIPING, THE ENGINEER SHALL DESIGN CORRECTIVE
 MEASURES.
 (I) BACKFLOW PREVENTION AND METERING SPECIFICATIONS AND
 DETAILS TO MEET LOCAL WATER PURVEYOR REQUIREMENTS
 INCLUDING MAXIMUM ALLOWABLE PRESSURE DROP.
 (J) QUALITY AND PERFORMANCE SPECIFICATIONS OF ALL YARD
 AND INTERIOR FIRE PROTECTION COMPONENTS.
 (3) CONTRACTOR SUBMITTALS WHICH DEVIATE FROM THE ABOVE
 MINIMUM DESIGN PARAMETERS SHALL BE CONSIDERED MATERIAL
 DEVIATIONS AND REQUIRE SUPPLEMENTAL ENGINEERING
 APPROVAL AND DOCUMENTATION.
 (4) IN THE EVENT THE ENGINEER OF RECORD PROVIDES MORE
 INFORMATION AND DIRECTION THAN IS ESTABLISHED ABOVE, HE
 OR SHE SHALL BE HELD RESPONSIBLE FOR THE TECHNICAL
 ACCURACY OF THE WORK IN ACCORDANCE WITH APPLICABLE
 CODES, STANDARDS, AND SOUND ENGINEERING PRINCIPLES.
 SPECIFIC AUTHORITY 471.008, 471.033(2), FS
 LAW IMPLEMENTED 471.005(7), 471.033(2), FS
 HISTORY?NEW 5-19-93, FORMERLY 21H-32.004, AMENDED
 4-2-2000, 6-26-01, 7-12-05
  
 IF THE SPRINKLER SYSTEM IS EXISTING, IT SHALL BE
 EVALUATED BY A LICENSED CONTRACTOR AND SHOP DRAWINGS
 DEVELOPED BASED ON EXISTING CONDITIONS AND/OR MODIFIED
 TO MEET THE DEMAND REQUIREMENTS.
  
 PLEASE PROVIDE THE REQUIRED INFORMATION
  
  
  
 2) WHEN RESUBMITTING, PLEASE PROVIDE PLAN SHEET
 REVISION CLOUDS OR NUMBERED NARRATIVE RESPONSES TO THE
 ABOVE.
  
  
  
 3) ADDITIONAL COMMENTS MAY BE PROVIDED ON THE
 RE-SUBMITTAL OF THE ABOVE.
  
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
  
  
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2017-07-17 Cont ID  
Sent By pleduc Date 2017-07-17 Time   Rev Time 0.00
Received By pleduc Date 2017-07-17 Time 13:38 Sent To  
Notes
2017-07-17 15:50:02THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
  
  
 1) SHEET A203 - THERE ARE TWO DOUBLE DOORS LEADING FROM
 THE WAREHOUSE TO THE OFFICE AREA. THERE DOES ARE
 INDICATING AS SWINGING AGAINST EGRESS.
  
 PER NFPA 101, CHAPTER 42, STORAGE OCCUPANCIES
  
 42.2 MEANS OF EGRESS REQUIREMENTS.
 42.2.1 GENERAL.
 42.2.1.1 EACH REQUIRED MEANS OF EGRESS SHALL BE IN
 ACCORDANCE WITH THE APPLICABLE PORTIONS OF CHAPTER 7.
  
 42.2.2 MEANS OF EGRESS COMPONENTS.
 42.2.2.2 DOORS.
 42.2.2.2.1 DOORS COMPLYING WITH 7.2.1 SHALL BE
 PERMITTED.
  
 7.2.1.4.2 DOOR LEAF SWING DIRECTION. DOOR LEAVES
 REQUIRED TO BE OF THE SIDE-HINGED OR PIVOTED-SWINGING
 TYPE SHALL SWING IN THE DIRECTION OF EGRESS TRAVEL
 UNDER ANY OF THE FOLLOWING CONDITIONS:
 (1) WHERE SERVING A ROOM OR AREA WITH AN OCCUPANT LOAD
 OF 50 OR MORE, EXCEPT UNDER ANY OF THE FOLLOWING
 CONDITIONS:
 (A) DOOR LEAVES IN HORIZONTAL EXITS SHALL NOT BE
 REQUIRED TO SWING IN THE DIRECTION OF EGRESS TRAVEL
 WHERE PERMITTED BY 7.2.4.3.8.1 OR 7.2.4.3.8.2.
 (B) DOOR LEAVES IN SMOKE BARRIERS SHALL NOT BE REQUIRED
 TO SWING IN THE DIRECTION OF EGRESS TRAVEL IN EXISTING
 HEALTH CARE OCCUPANCIES, AS PROVIDED IN CHAPTER 19.
 (2) WHERE THE DOOR ASSEMBLY IS USED IN AN EXIT
 ENCLOSURE, UNLESS THE DOOR OPENING SERVES AN INDIVIDUAL
 LIVING UNIT THAT OPENS DIRECTLY INTO AN EXIT ENCLOSURE
 (3) WHERE THE DOOR OPENING SERVES A HIGH HAZARD
 CONTENTS AREA
  
 PLEASE REVIEW AND CORRECT THE SWING OR JUSTIFY THEY ARE
 NOT REQUIRED FOR EXIT AND REMOVE THE EXIT SIGNS.
  
  
  
  
 2) SHEET A 203 - PALLET STORAGE IS INDICATED, BUIT NO
 DETAIL IS PROVIDED.
  
 PLEASE PROVIDE DETAILS OF THE PROPOSED PALLET SYSTEM
 AND COMMODITY CLASSIFICATION PER NFPA 101. CHAPTER 6,
 CLASSIFICATION OF OCCUPANCY AND HAZARD OF CONTENTS
  
 6.2 HAZARD OF CONTENTS.
  
 6.2.2 CLASSIFICATION OF HAZARD OF CONTENTS.
 6.2.2.1* GENERAL. THE HAZARD OF CONTENTS OF ANY
 BUILDING OR STRUCTURE SHALL BE CLASSIFIED AS LOW,
 ORDINARY, OR HIGH IN ACCORDANCE WITH 6.2.2.2, 6.2.2.3,
 AND 6.2.2.4.
  
 PLEASE PROVIDE DETAILS.
  
  
  
 3) SHEET A 203 - RACK STORAGE IS INDICATED, BUT NO
 DETAIL IS PROVIDED. THOUGH A SEPARATE PERMIT IS
 INDICATED, RACK INFORMATION SHALL BE SUBMITTED FOR
 INFORMATIONAL PURPOSES TO CONDUCT A PLAN REVIEW.
  
 PLEASE PROVIDE DETAILS ON THE SIZE, HEIGHT, AND TYPE OF
 RACKS AND WHAT WILL BE STORED ON THEM.
  
  
  
  
 4) SHEET A 203 - A FIRE SPRINKLER SYSTEM IS INDICATED.
 IS THIS A NEW SYSTEM OR AN EXISTING ONE.
  
 PER FLORIDA ADMINISTRATIVE CODE SECTION 61G15-32.004,
 FIRE PROTECTION ENGINEERING DOCUMENTS SHALL INCLUDE THE
 POINT OF SERVICE FOR THE WATER SUPPLY, A LIST OF
 APPLICABLE NFPA STANDARDS APPLICABLE TO THE PROJECT,
 CLASSIFICATION OF HAZARD OCCUPANCY FOR EACH ROOM OR
 AREA, SUPPRESSION SYSTEM TYPE, DESIGN DENSITIES, WATER
 SUPPLY DATA (FIRE PUMP DATA, HYDRANT FLOW TEST DATA)
 AND ANY PERFORMANCE BASED INFORMATION SUCH AS
 PRE-ENGINEERED SYSTEMS.
  
 61G15-32.003 COMMON REQUIREMENTS TO ALL FIRE PROTECTION
 ENGINEERING
 DOCUMENTS.
 (1) THE FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS
 SHALL PROVIDE THE ENGINEERING REQUIREMENTS TO BE USED
 IN THE PREPARATION OF THE FIRE PROTECTION SYSTEM LAYOUT
 DOCUMENTS AND TO INDICATE THE NATURE AND SCOPE OF THE
 WORK, AND TO DESCRIBE, DETAIL, DIMENSION, LABEL AND
 DEFINE THE FIRE PROTECTION COMPONENTS, SYSTEM(S),
 MATERIALS, ASSEMBLIES, EQUIPMENT AND ITS STRUCTURAL AND
 UTILITY SUPPORT SYSTEM(S), INSOFAR AS THEY INVOLVE THE
 SAFEGUARDING OF LIFE, HEALTH OR PROPERTY.
 (2) THE FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS
 SHALL SPECIFY THE APPLICABLE REQUIREMENTS FOR THE
 ACCEPTANCE TESTING OF THE FIRE PROTECTION SYSTEM AND
 COMPONENTS, WHICH SHALL BE BASED UPON APPLICABLE CODES
 AND STANDARDS, WHERE AVAILABLE.
 (3) THE OCCUPANCY OF THE AREA OR DESCRIPTION OF A
 SPECIFIC HAZARD BEING PROTECTED BY THE FIRE PROTECTION
 SYSTEM(S) SHALL BE SHOWN ON THE FIRE PROTECTION SYSTEM
 ENGINEERING DOCUMENTS.
 (4) THE APPLICABLE CODE AND STANDARD TO BE USED IN THE
 PREPARATION OF THE FIRE PROTECTION SYSTEM LAYOUT
 DOCUMENTS SHALL BE SHOWN ON THE FIRE PROTECTION SYSTEM
 ENGINEERING DOCUMENTS. WHEN CODES AND STANDARDS ARE NOT
 AVAILABLE OR APPLICABLE, AND SAID LAYOUT DOCUMENTS ARE
 TO BE BASED ON ENGINEERING JUDGMENT, ANY REASONS AND
 ASSUMPTIONS MADE TO DEVELOP THE FIRE PROTECTION CONCEPT
 SHALL BE IDENTIFIED ON THE FIRE PROTECTION SYSTEM
 ENGINEERING DOCUMENTS.
 (5) STRUCTURAL SUPPORT AND STRUCTURAL OPENINGS REQUIRED
 BY THE FIRE PROTECTION SYSTEM SHALL BE SHOWN ON THE
 FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS AND SHALL
 BE REFERENCED ON STRUCTURAL ENGINEERING DOCUMENTS.
 (6) WHEN LAYOUT DOCUMENTS CONTAIN MATERIAL DEVIATION
 FROM THE ENGINEER OF RECORD'S FIRE PROTECTION SYSTEM
 ENGINEERING DOCUMENT, SUCH LAYOUT DOCUMENTS ARE NOT
 COMPLIANT UNLESS THEY ARE ACCOMPANIED BY REVISED
 ENGINEERING DOCUMENTS MADE AND SEALED BY THE ENGINEER
 OF RECORD FOR THE FIRE PROTECTION SYSTEM.
 (7) REQUIREMENTS FOR ACTIVATION CONTROL SYSTEMS,
 SEQUENCE, OPERATING PARAMETERS, INTERLOCKS, SAFETY
 RELATED DEVICES, INDICATORS AND ALARMS, SHALL BE SHOWN
 ON THE FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS,
 UNLESS SHOWN ON OTHER RELATED DOCUMENTS.
 (8) ANY INFORMATION DEEMED APPROPRIATE BY THE ENGINEER
 OF RECORD TO ASSIST THE AUTHORITY HAVING JURISDICTION
 IN UNDERSTANDING THE OWNER?S INTENDED USE AND PROPOSED
 PROTECTION OF THE BUILDING OR FACILITY AND TO PROVIDE
 SUFFICIENT DIRECTION TO THE INSTALLATION CONTRACTOR OR
 OTHER INTERESTED PARTIES REGARDING THE LAYOUT OF THE
 SYSTEM(S), SHALL BE INCLUDED IN THE FIRE PROTECTION
 SYSTEM ENGINEERING DOCUMENTS.
 SPECIFIC AUTHORITY 471.008, 471.033(2), FS
 LAW IMPLEMENTED 471.005(7), 471.033(2), FS
 HISTORY?NEW 5-19-93, FORMERLY 21H-32.003, AMENDED
 4-2-2000, 6-26-01
  
 61G15-32.004 DESIGN OF WATER BASED FIRE PROTECTION
 SYSTEMS.
 (1) WATER BASED FIRE PROTECTION SYSTEMS INCLUDE, BUT
 ARE NOT LIMITED TO, AUTOMATIC SPRINKLER SYSTEMS OF WET,
 DRY, FINE WATER SPRAY (MIST), MANUAL, AND DELUGE VALVE
 CONTROLLED TYPES, PUMPING SYSTEMS, STANDPIPES, FIRE
 WATER MAINS AND DEDICATED FIRE PROTECTION WATER
 SOURCES.
 (2) TO ENSURE MINIMUM DESIGN QUALITY IN FIRE PROTECTION
 SYSTEM ENGINEERING DOCUMENTS, SAID DOCUMENTS SHALL
 INCLUDE AS A MINIMUM THE FOLLOWING INFORMATION WHEN
 APPLICABLE:
 (A) THE POINT OF SERVICE FOR THE FIRE PROTECTION WATER
 SUPPLY AS DEFINED BY 633.021(18) F.S.
 (B) APPLICABLE NFPA STANDARD TO BE APPLIED, OR IN THE
 CASE WHERE NO SUCH STANDARD EXISTS, THE ENGINEERING
 STUDY, JUDGMENTS, AND/OR PERFORMANCE BASED ANALYSIS AND
 CONCLUSIONS.
 (C) CLASSIFICATION OF HAZARD OCCUPANCY FOR EACH ROOM OR
 AREA.
 (D) DESIGN APPROACH, WHICH INCLUDES SYSTEM TYPE,
 DENSITIES, DEVICE TEMPERATURE RATING, AND SPACING FOR
 EACH SEPARATE 42 HAZARD OCCUPANCY.
 (E) CHARACTERISTICS OF WATER SUPPLY TO BE USED, SUCH AS
 MAIN SIZE AND LOCATION, WHETHER IT IS DEAD-END OR
 CIRCULATING; AND IF DEAD-END, THE DISTANCE TO THE
 NEAREST CIRCULATING MAIN, AS WELL AS ITS MINIMUM
 DURATION AND RELIABILITY FOR THE MOST HYDRAULICALLY
 DEMANDING DESIGN AREA.
 (F) WHEN PRIVATE OR PUBLIC WATER SUPPLIES ARE USED, THE
 FLOW TEST DATA, INCLUDING DATE AND TIME OF TEST, WHO
 CONDUCTED TEST OR SUPPLIED INFORMATION, TEST ELEVATION,
 STATIC GAUGE PRESSURE AT NO FLOW, FLOW RATE WITH
 RESIDUAL GAUGE PRESSURE, HYDRANT BUTT COEFFICIENT, AND
 LOCATION OF TEST IN RELATION TO THE HYDRAULIC POINT OF
 SERVICE.
 (G) VALVING AND ALARM REQUIREMENTS TO MINIMIZE
 POTENTIAL FOR IMPAIRMENTS AND UNRECOGNIZED FLOW OF
 WATER.
 (H) MICROBIAL INDUCED CORROSION (MIC). THE ENGINEER OF
 RECORD SHALL MAKE REASONABLE EFFORTS TO IDENTIFY WATER
 SUPPLIES THAT COULD LEAD TO MICROBIAL INDUCED CORROSION
 (MIC). SUCH EFFORTS MAY CONSIST OF DISCUSSIONS WITH THE
 LOCAL WATER PURVEYOR AND/OR FIRE OFFICIAL, FAMILIARITY
 WITH CONDITIONS IN THE LOCAL AREA, OR LABORATORY
 TESTING OF WATER SUPPLIES. WHEN CONDITIONS ARE FOUND
 THAT MAY RESULT IN MIC CONTAMINATION OF THE FIRE
 PROTECTION PIPING, THE ENGINEER SHALL DESIGN CORRECTIVE
 MEASURES.
 (I) BACKFLOW PREVENTION AND METERING SPECIFICATIONS AND
 DETAILS TO MEET LOCAL WATER PURVEYOR REQUIREMENTS
 INCLUDING MAXIMUM ALLOWABLE PRESSURE DROP.
 (J) QUALITY AND PERFORMANCE SPECIFICATIONS OF ALL YARD
 AND INTERIOR FIRE PROTECTION COMPONENTS.
 (3) CONTRACTOR SUBMITTALS WHICH DEVIATE FROM THE ABOVE
 MINIMUM DESIGN PARAMETERS SHALL BE CONSIDERED MATERIAL
 DEVIATIONS AND REQUIRE SUPPLEMENTAL ENGINEERING
 APPROVAL AND DOCUMENTATION.
 (4) IN THE EVENT THE ENGINEER OF RECORD PROVIDES MORE
 INFORMATION AND DIRECTION THAN IS ESTABLISHED ABOVE, HE
 OR SHE SHALL BE HELD RESPONSIBLE FOR THE TECHNICAL
 ACCURACY OF THE WORK IN ACCORDANCE WITH APPLICABLE
 CODES, STANDARDS, AND SOUND ENGINEERING PRINCIPLES.
 SPECIFIC AUTHORITY 471.008, 471.033(2), FS
 LAW IMPLEMENTED 471.005(7), 471.033(2), FS
 HISTORY?NEW 5-19-93, FORMERLY 21H-32.004, AMENDED
 4-2-2000, 6-26-01, 7-12-05
  
  
 PLEASE PROVIDE THE REQUIRED FIRE SPPRINKLER DOCUMENTS
 IN DRAWING OR NARRATIVE FORM FOR THIS MASTER PERMIT.
 SHOP DRAWINGS SHALL BE PREPARED OFF OF THESE CRITERIA
 AND SUBMITTED AT A LATER DATE.
  
  
  
  
 5) SHEET 3.1 - THERE ARE NO INDICATIONS OF EXIT SIGNS
 IN THE AISLES OF THE WAREHOUSE AREAS. EXIT SIGNS MAY BE
 REQUIRED IF YOU CAN NOT SEE THE ONES BY THE EXIT DOORS.
  
 42.2.8 ILLUMINATION OF MEANS OF EGRESS.
  
 42.2.8.1 MEANS OF EGRESS SHALL BE ILLUMINATED IN
 ACCORDANCE WITH SECTION 7.8.
  
 7.8 ILLUMINATION OF MEANS OF EGRESS.
 7.8.1 GENERAL.
 7.8.1.1* ILLUMINATION OF MEANS OF EGRESS SHALL BE
 PROVIDED IN ACCORDANCE WITH SECTION 7.8 FOR EVERY
 BUILDING AND STRUCTURE WHERE REQUIRED IN CHAPTERS 11
 THROUGH 43. FOR THE PURPOSES OF THIS REQUIREMENT, EXIT
 ACCESS SHALL INCLUDE ONLY DESIGNATED STAIRS, AISLES,
 CORRIDORS, RAMPS, ESCALATORS, AND PASSAGEWAYS LEADING
 TO AN EXIT. FOR THE PURPOSES OF THIS REQUIREMENT, EXIT
 DISCHARGE SHALL INCLUDE ONLY DESIGNATED STAIRS, AISLES,
 CORRIDORS, RAMPS, ESCALATORS, WALKWAYS, AND EXIT
 PASSAGEWAYS LEADING TO A PUBLIC WAY.
 7.8.1.2 ILLUMINATION OF MEANS OF EGRESS SHALL BE
 CONTINUOUS DURING THE TIME THAT THE CONDITIONS OF
 OCCUPANCY REQUIRE THAT THE MEANS OF EGRESS BE AVAILABLE
 FOR USE, UNLESS OTHERWISE PROVIDED IN 7.8.1.2.2.
  
 PLEASE REIVEW AND CORRECT.
  
  
  
 6) SHEET E 0.1 - THERE IS NO INDICATIONS OF A FIRE
 ALARM SYSTEM.
  
 9.6 FIRE DETECTION, ALARM, AND COMMUNICATIONS SYSTEMS.
 9.6.1* GENERAL.
 9.6.1.1 THE PROVISIONS OF SECTION 9.6 SHALL APPLY ONLY
 WHERE SPECIFICALLY REQUIRED BY ANOTHER SECTION OF THIS
 CODE OR WHERE SUPERVISION OF A NEW FIRE SPRINKLER
 SYSTEM OR NEW FIRE ALARM SYSTEM IS REQUIRED BY THE
 FLORIDA BUILDING CODE.
  
 9.7.1.4 AUTOMATIC SPRINKLER SYSTEMS INSTALLED TO MAKE
 USE OF AN ALTERNATIVE PERMITTED BY THIS CODE SHALL BE
 CONSIDERED REQUIRED SYSTEMS AND SHALL MEET THE
 PROVISIONS OF THIS CODE THAT APPLY TO REQUIRED SYSTEMS.
  
 A FIRE SPRINKLER IS REQUIRED AND SHALL BE MONITORED.
 ALL FIRE ALARM WORK SHALL BE DONE UNDER SEPARATE SHOP
 DRAWINGS BY CERTIFIED LIFE SAFETY CONTRACTORS.
  
 PLEASE REVIEW AND PROVIDE AN APPLICABLE NOTE.
  
  
 7) INFORMATIONAL PURPOSES - SHOULD # 2 ABOVE FIND THE
 THE HAZARD CLASSIFICATION AS HIGH HAZARD THEN THE
 FOLLOWING SHALL APPLY.
  
 42.2.4.3 AREAS WITH HIGH HAZARD CONTENTS SHALL COMPLY
 WITH SECTION 7.11.
  
 7.11 SPECIAL PROVISIONS FOR OCCUPANCIES WITH HIGH
 HAZARD
 CONTENTS. SEE SECTION 6.2.
 7.11.1* WHERE THE CONTENTS ARE CLASSIFIED AS HIGH
 HAZARD, EXITS SHALL BE PROVIDED AND ARRANGED TO ALLOW
 ALL OCCUPANTS TO ESCAPE FROM THE BUILDING OR STRUCTURE,
 OR FROM THE HAZARDOUS AREA THEREOF, TO THE OUTSIDE OR
 TO A PLACE OF SAFETY WITH A TRAVEL DISTANCE OF NOT MORE
 THAN 75 FT (23 M), MEASURED AS REQUIRED IN 7.6.1,
 UNLESS OTHERWISE PROVIDED IN 7.11.2
  
 PLEASE REVIEW AND PROVIDE FOR CORRECTIONS.
  
  
  
  
 8) WHEN RESUBMITTING, PLEASE PROVIDE PLAN SHEET
 REVISION CLOUDS OR NUMBERED NARRATIVE RESPONSES TO THE
 ABOVE.
  
  
  
 9) ADDITIONAL COMMENTS MAY BE PROVIDED ON THE
 RE-SUBMITTAL OF THE ABOVE.
  
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date   Cont ID  
Sent By   Date 2017-12-05 Time   Rev Time 0.00
Received By lmarchan Date 2017-11-22 Time 14:06 Sent To  
Notes
2017-12-01 08:34:2712/1 TO JW DESK
  
2017-11-27 14:06:13RESUB ROUTED TO FIRE INBOX
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2017-10-05 Cont ID  
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Notes
2017-08-21 13:51:45C14
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Sent By gjohnson Date 2017-08-14 Time 14:56 Rev Time 0.00
Received By gjohnson Date 2017-07-10 Time 10:15 Sent To  
Notes
2017-07-12 10:15:40C13
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status N Date 2017-07-14 Cont ID  
Sent By jwitmer Date 2017-07-14 Time 13:31 Rev Time 0.00
Received By jwitmer Date 2017-07-14 Time 13:31 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2017-07-26 Cont ID  
Sent By ccole Date 2017-07-26 Time 16:02 Rev Time 0.00
Received By ccole Date 2017-07-26 Time 16:02 Sent To  
Notes
2017-07-26 16:16:56MECHANICAL PROVISO:
  
 ENGINEERING FOR TIE DOWN OF THE NEW ROOFTOP EXHAUST
 FANS AND INTAKE HOODS SHALL BE ONSITE AT TIME OF
 INSPECTION
  
 CCOLE- 7/26/17
Review Stop P PLUMBING
Rev No 2 Status P Date 2017-10-02 Cont ID  
Sent By gjohnson Date 2017-10-02 Time 16:03 Rev Time 0.00
Received By gjohnson Date 2017-10-02 Time 16:03 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status F Date 2017-08-14 Cont ID  
Sent By gjohnson Date 2017-08-14 Time 14:56 Rev Time 0.00
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Notes
2017-08-14 14:55:551ST REVIEW: FBC 2014 5TH EDITION
  
 PLUMBING COMMENTS:
  
 1. GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL
 POSITION, 33 INCHES MINIMUM AND 36 INCHES MAXIMUM ABOVE
 THE FINISH FLOOR MEASURED TO THE TOP OF THE GRIPPING
 SURFACE.
  
 2. THE GRAB BAR ON TH E REAR WALL SHALL COMPLY WITH FBC
 ACC 604.5.2 REAR WALL.
 THE REAR WALL GRAB BAR SHALL BE 36 INCHES (915 MM) LONG
 MINIMUM AND EXTEND FROM THE CENTERLINE OF THE WATER
 CLOSET 12 INCHES (305 MM) MINIMUM ON ONE SIDE AND 24
 INCHES (610 MM) MINIMUM ON THE OTHER SIDE.
  
 3. TOILET DISPENSER SHALL COMPLY WITH FBC ACC 604.7
 DISPENSERS.
 TOILET PAPER DISPENSERS SHALL COMPLY WITH 309.4 AND
 SHALL BE 7 INCHES (180 MM) MINIMUM AND 9 INCHES (230
 MM) MAXIMUM IN FRONT OF THE WATER CLOSET MEASURED TO
 THE CENTERLINE OF THE DISPENSER
  
 4. THE BRANCH DRAIN FOR THE NEW MOP SINK AND BREAK ROOM
 SINK SHALL CONNECT TO BUILDING DRAIN DOWN STREAM OF THE
 BATHROOM GROUP. PER FBC PL 912.1
  
 5. A BACK FLOW IS REQUIRED ON THE REFRIGERATOR ICE
 MACHINE. PER FBC PL 608.3
  
 6. SHT. P3.1 THE WATER HEATER STAND AND PLATFORM
 DETAILS DON,T MATCH PLEASE CLARIFY. PER WPB AMEND TO
 FBC 107.2.1
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT
 CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID
 THE PREVIOUSLY REVIEWED SHEETS.
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
  561-805-6711
 [email protected]
  


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