Plan Review Notes
Plan Review Notes For Permit 18050056
Permit Number 18050056
Review Stop FIRE
Sequence Number 1
Notes
Date Text
2018-05-07 17:02:04THIS PLAN WAS REVIEWED AND APPROVED BY PETER LEDUC,
 FIRE MARSHAL, WITH THE FOLLOWING COMMENTS:
  
  
  
 1) SHEET CVR - THERE IS NOT INDICATION OF COMPLIANCE
 WITH ANY FIRE CODE.
  
 THE PROPOSED PROJECT SHALL MEET THE REQUIREMENTS OF THE
 6TH EDITION OF FLORIDA FIRE PREVENTION CODE INCLUDING
 THE 2015 EDITION OF NFPA 1 AND NFPA 101 AND ALL OTHER
 APPLICABLE CODES OR STANDARDS.
 FIRE SPRINKLER WORK SHALL COMPLY WITH THE REQUIREMENTS
 OF NFPA 13, 2013 EDITION.
 FIRE ALARM WORK SHALL COMPLY WITH THE REQUIREMENTS OF
 NFPA 72, 2013 EDITION.
 CONSTRUCTION WORK SHALL COMPLY WITH THE REQUIREMENTS OF
 NFPA 241, 2013 EDITION.
 FIRE EXTINGUISHERS SHALL COMPLY WITH THE REQUIREMENTS
 OF NFPA 10, 2013 EDITION.
 ELECTRIC WORK SHALL COMPLY WITH NFPA 70, 2014 EDITION.
  
 PLEASE REVIEW, ENSURE COMPLIANCE AND PROVIDE AN
 APPLICABLE REVISION NOTE.
  
  
  
 2) THERE IS NO SHEET INDICATING THE LIFE SAFETY PLAN.
  
 PER NFPA 1
  
 1.7.12 PLANS AND SPECIFICATIONS.
 1.7.12.1 THE AHJ SHALL HAVE THE AUTHORITY TO REQUIRE
 PLANS AND
 SPECIFICATIONS TO ENSURE COMPLIANCE WITH APPLICABLE
 CODES AND
 STANDARDS.
  
  
 PLEASE PROVIDE A CCOMPLETE LIFE SAFETY PLAN THAT
 ILLUSTRATE OCCUPANT LOADS, TRAVEL DISTANCES, COMMON
 PATHS OF TRAVEL, DEAD-END CORRIDORS, EXIT SIGNS,
 EMERGENCY LIGHTING, EXITS LEADING TO A PUBLIC WAY, FIRE
 EXTINGUISHER LOCATIONS, AND ALL FIRE SAFETY FEATURES
 AND EQUIPMENT.
  
  
  
  
 3) THERE IS NO INFORMATION REGARDING THE ELEVATORS.
  
 30.5.3 ELEVATORS, ESCALATORS, AND CONVEYORS. ELEVATORS,
 ESCALATORS, AND CONVEYORS SHALL COMPLY WITH THE
 PROVISIONS OF
 SECTION 9.4.
  
 9.4.2.3 ELEVATORS IN ACCORDANCE WITH ASME A17.7/CSA
 B44.7,
 PERFORMANCE-BASED SAFETY CODE FOR ELEVATORS AND
 ESCALATORS,
 SHALL BE DEEMED TO COMPLY WITH ASME A17.1/CSA B44,
 SAFETY
 CODE FOR ELEVATORS AND ESCALATORS, OR ASME A17.3,
 SAFETY CODE
 FOR EXISTING ELEVATORS AND ESCALATORS.
  
 9.4.3 FIRE FIGHTERS? EMERGENCY OPERATIONS.
 9.4.3.1 ALL NEW ELEVATORS SHALL CONFORM TO THE FIRE
 FIGHTERS?
 EMERGENCY OPERATIONS REQUIREMENTS OF ASME A17.1/CSA
 B44,
 SAFETY CODE FOR ELEVATORS AND ESCALATORS.
  
 ANY BUILDING THAT IS MORE THAN THREE STORIES HIGH OR IN
 WHICH THE VERTICAL DISTANCE BETWEEN THE BOTTOM TERMINAL
 LANDING AND THE TOP TERMINAL LANDING EXCEEDS 25 FEET
 MUST BE CONSTRUCTED TO CONTAIN AT LEAST ONE PASSENGER
 ELEVATOR THAT IS OPERATIONAL AND WILL ACCOMMODATE AN
 AMBULANCE STRETCHER 76 INCHES LONG AND 24 INCHES WIDE
 IN THE HORIZONTAL POSITION.
  
  
  
  
 4) THERE IS NO INDICATION OF ELEVATORS BEING EQUIPPED
 WITH A REGION 7 KEYWAY.
  
 CHAPTER 399 FLORIDA STATUTES. SECTION 399.15, SECTION
 17:
 REGIONAL EMERGENCY ELEVATOR ACCESS ?
 (1) IN ORDER TO PROVIDE EMERGENCY ACCESS TO ELEVATORS:
 (A) FOR EACH BUILDING IN THIS STATE WHICH IS SIX OR
 MORE STORIES IN HEIGHT, INCLUDING, BUT NOT LIMITED TO,
 HOTELS AND CONDOMINIUMS, ON WHICH A BUILDING PERMIT IS
 ISSUED AFTER SEPTEMBER 30, 2006, ALL OF THE KEYS FOR
 ELEVATORS THAT ALLOW PUBLIC ACCESS, INCLUDING, BUT NOT
 LIMITED TO, SERVICE AND FREIGHT ELEVATORS, MUST BE
 KEYED SO AS TO ALLOW ALL ELEVATORS WITHIN EACH OF THE
 SEVEN STATE EMERGENCY RESPONSE REGIONS TO OPERATE IN
 FIRE EMERGENCY SITUATIONS WITH ONE MASTER ELEVATOR KEY.
  
  
 PLEASE PROVIDE AN APPLICABLE NOTE OF ACKNOWLEDGEMENT
 AND COMPLIANCE.
  
  
  
 5) THERE IS NO INDICATION OF THE TRAVEL DISTANCE FROM
 THE ROOF TOP OBSERVATION DECK TO THE NEAREST EXIT.
  
 PER NFPA 101, CHAPTER 30, NEW APARTMENT BUILDINGS
  
 30.2.4 NUMBER OF MEANS OF EGRESS.
 30.2.4.1 THE NUMBER OF MEANS OF EGRESS SHALL COMPLY
 WITH 7.4.
  
  
 7.4* NUMBER OF MEANS OF EGRESS.
 7.4.1 GENERAL.
 7.4.1.1 THE NUMBER OF MEANS OF EGRESS FROM ANY BALCONY,
 MEZZANINE, STORY, OR PORTION THEREOF SHALL BE NOT LESS
 THAN TWO,
 EXCEPT UNDER ONE OF THE FOLLOWING CONDITIONS:
 (1) A SINGLE MEANS OF EGRESS SHALL BE PERMITTED WHERE
 PERMITTED
 IN CHAPTERS 11 THROUGH 43.
 (2) A SINGLE MEANS OF EGRESS SHALL BE PERMITTED FOR A
 MEZZANINE
 OR BALCONY WHERE THE COMMON PATH OF TRAVEL LIMITATIONS
 OF
 CHAPTERS 11 THROUGH 43 ARE MET.
  
 30.2.6.3.1 THE TRAVEL DISTANCE FROM A DWELLING UNIT
 (APARTMENT)
 ENTRANCE DOOR TO THE NEAREST EXIT SHALL NOT EXCEED 100
 FT (30 M).
  
 PLEASE PROVIDE THE ACTUAL DIMENSION OF THE TRAVEL
 DISTANCE FROM THE REMOTE CORNER OF THE OBSERVATION DECK
 TO THE NEAREST EXIT INDICATING COMPLIANCE WITH THE
 ABOVE CODE.
  
  
  
  
 6) SHEET 602, 603, 701 - THERE IS AN INDICATION OF A
 SPIRAL STAIR LEADING DOWN FROM THE OBSERVATION DECK.
 THIS APPEARS TO BE THE ONLY EXIT FROM THIS OCCUPIABLE
 FLOOR.
  
 SHOULD THE TRAVEL DISTANCE MEET THE REQUIRMENT ABOVE,
 THERE IS NO INDICATION THAT THE SPIRAL STAIRS MEET THE
 CODE.
  
 30.2.2.3 STAIRS.
 30.2.2.3.1 STAIRS COMPLYING WITH 7.2.2 SHALL BE
 PERMITTED.
 30.2.2.3.2 RESERVED.
 30.2.2.3.3 SPIRAL STAIRS COMPLYING WITH 7.2.2.2.3 SHALL
 BE
 PERMITTED WITHIN EACH DWELLING UNIT.
 30.2.2.3.4 WINDERS COMPLYING WITH 7.2.2.2.4 SHALL BE
 PERMITTED
 WITHIN EACH DWELLING UNIT.
  
 7.2.2.2.3 SPIRAL STAIRS.
 7.2.2.2.3.1 WHERE SPECIFICALLY PERMITTED FOR INDIVIDUAL
 OCCUPANCIES BY
 CHAPTERS 11 THROUGH 43, SPIRAL STAIRS SHALL BE
 PERMITTED AS A COMPONENT
 IN A MEANS OF EGRESS IN ACCORDANCE WITH 7.2.2.2.3.2
 THROUGH 7.2.2.2.3.4.
 7.2.2.2.3.2 SPIRAL STAIRS SHALL BE PERMITTED, PROVIDED
 THAT ALL OF THE
 FOLLOWING CRITERIA ARE MET:
 (1) RISER HEIGHTS SHALL NOT EXCEED 7 IN. (180 MM).
 (2) THE STAIRWAY SHALL HAVE A TREAD DEPTH OF NOT LESS
 THAN 11 IN. (280
 MM) FOR A PORTION OF THE STAIRWAY WIDTH SUFFICIENT TO
 PROVIDE
 EGRESS CAPACITY FOR THE OCCUPANT LOAD SERVED IN
 ACCORDANCE WITH
 7.3.3.1.
 (3) AT THE OUTER SIDE OF THE STAIRWAY, AN ADDITIONAL
 10? IN. (265 MM)
 OF WIDTH SHALL BE PROVIDED CLEAR TO THE OTHER HANDRAIL,
 AND THIS
 WIDTH SHALL NOT BE INCLUDED AS PART OF THE REQUIRED
 EGRESS CAPACITY.
 (4) HANDRAILS COMPLYING WITH 7.2.2.4 SHALL BE PROVIDED
 ON BOTH SIDES
 OF THE SPIRAL STAIRWAY.
 (5) THE INNER HANDRAIL SHALL BE LOCATED WITHIN 24 IN.
 (610 MM),
 MEASURED HORIZONTALLY, OF THE POINT WHERE A TREAD DEPTH
 OF NOT LESS
 THAN 11 IN. (280 MM) IS PROVIDED.
 (6) THE TURN OF THE STAIRWAY SHALL BE SUCH THAT THE
 OUTER HANDRAIL IS AT
 THE RIGHT SIDE OF DESCENDING USERS.
  
 PLEASE PROVIDE DETAILS.
  
  
  
 7) A SHEETS - THERE IS NO INDICATION OF THE EXIT
 STAIRWELLS BEING 1 HOUR FIRE RATED.
  
 PER NFPA 101, CHAPTER 30
  
 30.2.2 MEANS OF EGRESS COMPONENTS.
 30.2.2.1 GENERAL.
 30.2.2.1.1 COMPONENTS OF MEANS OF EGRESS SHALL BE
 LIMITED TO THE
 TYPES DESCRIBED IN 30.2.2.2 THROUGH 30.2.2.12.
 30.2.2.1.2 IN BUILDINGS PROTECTED THROUGHOUT BY AN
 APPROVED,
 SUPERVISED AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE
 WITH 30.3.5,
 EXIT ENCLOSURES SHALL HAVE A MINIMUM 1-HOUR FIRE
 RESISTANCE RATING,
 AND DOORS SHALL HAVE A MINIMUM 1-HOUR FIRE PROTECTION
 RATING.
  
 PLEASE PROVIDE DETAILS AND INDICATIONS
  
  
  
 8) SHEET A 601 - THERE ARE NO INDICATIONS THAT THE DOOS
 OF THE STAIRWELLS ARE 1 HOUR FIRE RATED IN THE DOOR
 SCHEDULE.
  
 30.2.2 MEANS OF EGRESS COMPONENTS.
 30.2.2.1 GENERAL.
 30.2.2.1.1 COMPONENTS OF MEANS OF EGRESS SHALL BE
 LIMITED TO THE
 TYPES DESCRIBED IN 30.2.2.2 THROUGH 30.2.2.12.
 30.2.2.1.2 IN BUILDINGS PROTECTED THROUGHOUT BY AN
 APPROVED,
 SUPERVISED AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE
 WITH 30.3.5,
 EXIT ENCLOSURES SHALL HAVE A MINIMUM 1-HOUR FIRE
 RESISTANCE RATING,
 AND DOORS SHALL HAVE A MINIMUM 1-HOUR FIRE PROTECTION
 RATING.
  
 PLEASE PROVIDE DETAILS
  
  
  
 9) SHEET A 601 - THERE ARE NO INDICATION OF ANY DOOR
 HARDWARE IN THE DOOR SCHEDULE.
  
 7.2.1.5.3 LOCKS, IF PROVIDED, SHALL NOT REQUIRE THE USE
 OF A KEY, A
 TOOL, OR SPECIAL KNOWLEDGE OR EFFORT FOR OPERATION FROM
 THE EGRESS
 SIDE.
  
 7.2.1.7 PANIC HARDWARE AND FIRE EXIT HARDWARE.
 7.2.1.7.1 WHERE A DOOR ASSEMBLY IS REQUIRED TO BE
 EQUIPPED WITH
 PANIC OR FIRE EXIT HARDWARE, SUCH HARDWARE SHALL MEET
 ALL OF THE
 FOLLOWING CRITERIA:
 (1) IT SHALL CONSIST OF A CROSS BAR OR A PUSH PAD, THE
 ACTUATING
 PORTION OF WHICH EXTENDS ACROSS NOT LESS THAN ONE-HALF
 OF THE
 WIDTH OF THE DOOR LEAF.
 (2) IT SHALL BE MOUNTED AS FOLLOWS:
 (A) NEW INSTALLATIONS SHALL BE NOT LESS THAN 34 IN.
 (865 MM),
 AND NOT MORE THAN 48 IN. (1220 MM), ABOVE THE FLOOR.
 (B) EXISTING INSTALLATIONS SHALL BE NOT LESS THAN 30
 IN. (760 MM),
 AND NOT MORE THAN 48 IN. (1220 MM), ABOVE THE FLOOR.
 (3) IT SHALL BE CONSTRUCTED SO THAT A HORIZONTAL FORCE
 NOT TO EXCEED
 15 LBF (66 N) ACTUATES THE CROSS BAR OR PUSH PAD AND
 LATCHES.
 7.2.1.7.2* ONLY APPROVED FIRE EXIT HARDWARE SHALL BE
 USED ON FIRE
 PROTECTION-RATED DOOR ASSEMBLIES. NEW PANIC HARDWARE
 AND NEW
 FIRE EXIT HARDWARE SHALL COMPLY WITH ANSI/UL 305,
 STANDARD FOR
 SAFETY PANIC HARDWARE, AND ANSI/BHMA A156.3, EXIT
 DEVICES.
  
 7.2.1.8 SELF-CLOSING DEVICES.
 7.2.1.8.1* A DOOR LEAF NORMALLY REQUIRED TO BE KEPT
 CLOSED SHALL
 NOT BE SECURED IN THE OPEN POSITION AT ANY TIME AND
 SHALL BE SELFCLOSING
 OR AUTOMATIC-CLOSING IN ACCORDANCE WITH 7.2.1.8.2,
 UNLESS
 OTHERWISE PERMITTED BY 7.2.1.8.3.
  
 PLEASE PROVIDE FOR THE APPLICABLE HARDWARE OF EACH TYPE
 OF DOOR.
  
  
  
  
 10) THERE ARE NO INDICATION OF ANY 61G DOCUMENTS FOR
 FIRE SPRINKLERS.
  
 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
  
 THESE DOCUMENTS, IN NARRATIVE OR DRAWINGS WITH THE
 ABOVE REQUIRED INFORMATION SHALL BE SUBMITTED WITH THIS
 MASTER PERMIT, SHOP DRAWINGS CAN THEN BE DEVELOPED AND
 SUBMITTED UNDER SEPARATE PERMITS.
  
  
  
  
 11 ) WHEN RESUBMITTING, PLEASE PROVIDE PLAN SHEET
 REVISION CLOUDS OR NUMBERED NARRATIVE RESPONSES TO THE
 ABOVE.
  
  
  
 12) ADDITIONAL COMMENTS MAY BE PROVIDED ON THE
 RE-SUBMITTAL OF THE ABOVE.
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
  
  
  
  
 30.2.2.2.4 APARTMENT OCCUPANCIES SHALL BE EXEMPT FROM
 THE REENTRY
 PROVISIONS OF 7.2.1.5.8 WHERE THE EXIT ENCLOSURE SERVES
 DIRECTLY ONLY ONE DWELLING UNIT PER FLOOR, AND SUCH
 EXIT IS A
 SMOKEPROOF ENCLOSURE IN ACCORDANCE WITH 7.2.3.
  
  


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