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2018-12-11 09:30:00 | THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE |
| MARSHAL, WITH THE FOLLOWING COMMENTS: |
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| 1) ON THE FP SHEETS THERE ARE ONLY INFDICATION OF |
| STANDPIPES. THERE ARE NO INDICATIONS OF FIRE SPRINKLER |
| PROTECTION DETAILS THAT ARE COMPLIANT WITH FAC 61G. |
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| 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. |
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| FAC 61G15-32.002 DEFINES THE FIRE PROTECTION SYSTEM |
| ENGINEERING DOCUMENT (5) AS WELL AS THE FIRE PROTECTION |
| SYSTEM LAYOUT DOCUMENT (6). 61G15-32.003 OUTLINES THE |
| COMMON REQUIREMENTS TO ALL FIRE PROTECTIONS ENGINEERING |
| DOCUMENTS WITH 32.004 (2) (A-J) OUTLINING THE MINIMUM |
| INFORMATION TO BE PROVIDED ON FIRE PROTECTION |
| ENGINEERING DOCUMENTS FOR WATER BASED SYSTEMS. AS |
| STATED IN THE DEFINITIONS, THE CONTRACTOR IS TO DEVELOP |
| THE LAYOUT DOCUMENTS BASED ON THE DESIGN CRITERIA |
| PROVIDED IN THE FIRE PROTECTION ENGINEERING DOCUMENTS |
| BY THE ENGINEER OF RECORD FOR THE FIRE SPRINKLER |
| SYSTEM. THE FIRE PROTECTION SYSTEM ENGINEERING |
| DOCUMENTS ARE SUBMITTED FOR THE MASTER PERMIT (BUILDING |
| PERMIT PER FBC) AND THE LAYOUT DOCUMENTS ARE SUBMITTED |
| FOR THE FIRE SPRINKLER INSTALLATION PERMIT. |
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| 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 |
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| 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 |
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| PLEASE PROVIDE THE APPLICABLE REQUIRED 61G |
| DOCUMENTATION IN EITHER WRITTEN NARRATIVE OR PLAN |
| SHEETS SIGNED AND SEALED BY A STATE OF FLORIDA |
| QUALIFIED PROFESSIONAL. |
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| PETER LEDUC |
| FIRE MARSHAL |
| 561-804-4709 |
| [email protected] |
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