| Date |
Text |
| 2018-09-24 11:54:59 | THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE |
| | MARSHAL, WITH THE FOLLOWING COMMENTS: |
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| | 1) SHEET AO 01 - THE IS AN INCORRECT EDTION OF THE |
| | FLORIDA FIRE PREVENTION CODE; 5TH EDTION. THE PROJECT |
| | SHALLBE CONSTRUCTED UNDER THE CURRENT EDTION 6TH. |
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| | PLEASE REVIEW, CORRECT AND ENSURE COMPLIANCE |
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| | 2) SHEET AO 02 - THE IS A REFERENCE TO COMPLY WITH THE |
| | 2016 EDTION OF NFPA 13. UNDER THE 6TH EDITION OF THE |
| | FFPC, THE NFPA 13 EDITION IS 2013 |
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| | PLEASE REVIEW, CORRECT AND ENSURE COMPLIANCE |
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| | 3) SHEET AO 02 & AO 13 - THERE IS A SEPARATION WALL |
| | INDICATING A 2 HOUR FIRE WALL; HOWEVER, THE DOUBLE |
| | DOOR, 011, AT THIS FIRE WALL IS INDICATED AS 20 MINUTE. |
| | |
| | THIS RATING DOES NOT MEET THE 2 HOUR FIRE RATING |
| | REQUIREMENT. |
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| | 4) SHEET AO 02 - NOTE # 7 INDICATES FIRE SPRINKLER |
| | DRAWING TO BE SUBMITTED UNDER SEPARATE SHOP DRAWINGS. |
| | |
| | THE PROPOSED IS NOT AN EXISTING BUILDING, IT IS NEW. |
| | FIRE SPRINKLER REQUIRMENTS ARE TO BE SUBMITTED AS PART |
| | OF THIS MASTER IN COMPLIANCE WITH F.A.C. 61G. |
| | |
| | 61G15-32.008 DESIGN OF FIRE ALARMS, SIGNALING SYSTEMS |
| | AND CONTROL SYSTEMS. |
| | (1) FIRE ALARMS, SIGNALING, AND CONTROL SYSTEMS |
| | INCLUDE, BUT ARE NOT LIMITED TO, FIRE PROTECTION |
| | SUPERVISION AND ALARM CIRCUITS, ACTIVATION CONTROLS, |
| | AND REMOTE SIGNALING. |
| | (2) THE FIRE PROTECTION SYSTEM DESIGN SPECIFICATIONS |
| | SHALL BE BASED ON APPLICABLE NFPA STANDARDS, WHEN |
| | AVAILABLE, OR ALTERNATIVE ENGINEERING SOURCES AND GOOD |
| | ENGINEERING PRACTICE WHEN REQUIRED, AND SHALL COMPLY |
| | WITH THE PROVISIONS OF RULE 61G15-33.006, F.A.C. |
| | SPECIFIC AUTHORITY 471.008, 471.033(2) FS. |
| | LAW IMPLEMENTED 471.033 FS. |
| | HISTORY--NEW 5-19-93, FORMERLY 21H-32.008. |
| | |
| | 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 |
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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 REVIEW AND PROVIDE FOR THE REQUIRMENTS UNDER |
| | THIS MASTER PERMIT IN EITHER NARRATIVE OF DRAWINGS |
| | SIGNED AND SEALED BY AN EOR LICENSED BY THE THE STATE |
| | OF FLORIDA. |
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| | 5) SHEET A 1 11 - THERE ARE INDICATIONS OF WHAT APPEARS |
| | TO BE RACK STORAGE. |
| | |
| | PLEASE PROVIDE DETAILS OF WHAT WILL BE STORED AT THIS |
| | LOCATION, INCLUDING, PRODUCT, WRAPPING, PALLETS AND |
| | HEIGHT OF OF RACKS. BE SURE TO HAVE THE EOR REVIEW ALL |
| | APPLICABLE INFORMATION IN THE DESING TO PROTECT THIS |
| | STORAGE WHICH MAY INCLUDE INRACK FIRE SPRINKLER |
| | PROTECTION, IF APPLICABLE. |
| | |
| | THE RACKS FRAME AND INSTALLATION SHALL BE SUBMITTED |
| | UNDER SEPARATE SHOP DRAWINGS. |
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| | 6) WHEN RESUBMITTING, PLEASE PROVIDE PLAN SHEET |
| | REVISION CLOUDS OR NUMBERED NARRATIVE RESPONSES TO THE |
| | ABOVE. |
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| | 7) ADDITIONAL COMMENTS MAY BE PROVIDED ON THE |
| | RE-SUBMITTAL OF THE ABOVE. |
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| | PETER LEDUC |
| | FIRE MARSHAL |
| | 561-804-4709 |
| | [email protected] |
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