Standard for Fire Safety in Rapid Transit Systems - Singapore Civil ...

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2.5.3.4 The design of the dry mains in the station shall comply with requirements of SS 574 except as herein modified: (a) (i) Landing valves shall be provided such that every part of each floor is within 68m from a landing valve along a route suitable for the hose line. (ii) Lift motor rooms at/near entrances, underplatform services ducts, cable chambers, electrical rooms, air locks, air plenums, vent shafts, and pedestrian subway/bridge without commercial activities are exempted from subclause (i) above. (b) Position of landing valves shall be located in the following order of priority: (i) within fire-fighting/smoke-stop lobby; (ii) inside exit staircases. (c) Landing valve, where provided at the centre of train platform, shall be charged with water when any one of the dry mains at the ends of the platform is charged with water. (d) Dry mains need not be fire rated. The dry mains shall not be routed through smoke exhaust shafts, shops and high hazardous areas. (e) Each dry mains can serve more than 2 landing valves per floor provided: (i) There are at least 2 dry mains, one at each end of the station; (ii) The nominal bore is 150mm with a 4-way breeching inlet; and (iii) The total pressure loss at any landing valve is not more than 4 bars at 38 l/s. (f) The metal box for the breeching inlet need not be provided if the inlet is installed in recesses and protected from mechanical damages. A glass-fronted cover/door complying with the requirements of SS 574 shall be provided. Design Standard for Fire Safety in Rapid Transit Systems 99
2.5.3.5 The dry mains’ breeching inlets shall be within 18m and visible from the nearest fire engine accessways. Where the breeching inlets are located at the vent shafts, the design shall be such that the fire-fighting operation near the breeching inlets is not affected by smoke exhausting from the vent shafts. 2.5.3.6 Connecting pipe between the inlets and the vertical run of the mains, where applicable, shall be kept as short as possible. 2.5.3.7 Breeching inlets shall be appropriately numbered and labelled as shown below. The total number of dry mains provided for the station (including tunnels) shall be indicated. The wording shall be white on a contrasting background. DR 1- 6 CONVENTION CENTRE STATION DR 2- 6 MUSEUM TO CONVENTION CENTRE UNDERGROUND TRAINWAY NORTH BOUND Breeching inlet/Dry main number Total number of breeching inlets/ Dry mains 50mm high lettering 25mm high lettering 2.5.3.8 Standby fire hose shall be provided in accordance with APPENDIX F. Two standby fire hoses shall be provided at each of the landing valves, but one standby fire hose is also acceptable if coverage is adequate. Breeching inlets Standby fire hose Standard for Fire Safety in Rapid Transit Systems 100
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Standard for Fire Safety in Rapid T
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2.3.13 Restriction of Spread of fla
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SECTION 3.2 - OCC and RTS Facility
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1.1.4 ABBREVIATIONS The abbreviatio
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2.1.2.5 Area of Refuge (a) In the s
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2.1.2.16 A space enclosed by elemen
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2.1.2.27 A means of egress from the
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2.1.2.45 The height of station or (
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2.1.2.64 An enclosed space that is
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2.1.3 STATION OCCUPANCY 2.1.3.1 The
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CODE Table 2.1.3 APPROVED TRADES AN
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SECTION 2.2 STATION MEANS OF ESCAPE
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2.2.3 MEANS OF ESCAPE FROM PLATFORM
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2.2.3.9 Gate-type emergency exits s
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2.2.4.7 The maximum travel distance
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(iii) Permanently fixed ventilation
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(h) 850mm for doors and gates, and
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300 mm (iii) The sign shall be loca
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(d) Exit ramps shall be straight wi
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(d) Ventilation 2.2.5.12 ESCALATORS
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(ii) All exit access doors which op
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2.2.5.14 FARE COLLECTION GATES AND
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2.2.5.19 Photo luminescent marking
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Diagram 2.2.4.4 - Means of escape f
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Diagram 2.2.5.13(e) - Exit doors sh
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Diagram 2.2.5.16(a)(v) - Remoteness
Page 53 and 54: SECTION 2.3 STATION STRUCTURAL FIRE
Page 55 and 56: 2.3.1 GENERAL SECTION 2.3 STATION S
Page 57 and 58: (c) Commercial spaces shall be comp
Page 59 and 60: (h) Coldroom Where the enclosure to
Page 61 and 62: (b) Any reference to height means t
Page 63 and 64: 2.3.5 EXTERNAL WALL 2.3.5.1 Externa
Page 65 and 66: 2.3.6.2 A separating wall shall hav
Page 67 and 68: (b) Have the appropriate fire resis
Page 69 and 70: 2.3.8.8 A protected shaft which con
Page 71 and 72: (ii) Drywall shall have the requisi
Page 73 and 74: 2.3.9.3 Pipes (a) Pipes which pass
Page 75 and 76: 2.3.10.3 Doors opening into the exi
Page 77 and 78: (h) All sides shall be properly sea
Page 79 and 80: (v) Intumescent mastics. The method
Page 81 and 82: (e) Cl.2.3.8.2(c), 2.3.8.4, 2.3.8.7
Page 83 and 84: Table 2.3.2A SIZE LIMITATION OF STA
Page 85 and 86: Table 2.3.9A MAXIMUM NOMINAL INTERN
Page 87 and 88: Diagram 2.3.3.1(c) - Fire resistanc
Page 89 and 90: 2.4.1 GENERAL SECTION 2.4 SITE PLAN
Page 91 and 92: ii) For stations not exceeding the
Page 93 and 94: 2.4.4 PRIVATE FIRE HYDRANT 2.4.4.1
Page 95 and 96: (c) Where there are more than one p
Page 97 and 98: Diagram 2.4.2.4(b)(vi) U-Turn Radii
Page 99 and 100: Diagram 2.4.4.1(b) - Provision of P
Page 101 and 102: S2.5.3 Fire protection systems to c
Page 103: 2.5.2.5 Portable fire extinguishers
Page 107 and 108: 2.5.5.2 The fire alarm system shall
Page 109 and 110: 2.5.6 SPRINKLER INSTALLATION 2.5.6.
Page 111 and 112: 2.5.7 LIFTS 2.5.7.1 Lifts (includin
Page 113 and 114: SECTION 2.6 STATION SMOKE CONTROL A
Page 115 and 116: 2.6.1 GENERAL SECTION 2.6 STATION S
Page 117 and 118: (e) Where the supply air duct servi
Page 119 and 120: (c) The smoke purging system design
Page 121 and 122: 2.6.5.2 The design shall encompass
Page 123 and 124: Diagram 2.6.1.4(a) - Fresh/exhaust
Page 125 and 126: S2.7.2 Provisions for adequate and
Page 127 and 128: (b) Notwithstanding the requirement
Page 129 and 130: (g) Exit signs in metal enclosures
Page 131 and 132: 2.7.2.10 PA systems for stations wi
Page 133 and 134: (c) Supply air shall be drawn direc
Page 135 and 136: 2.8.1 GENERAL SECTION 2.8 INTEGRATI
Page 137 and 138: 2.8.4.2 Where a station has an unde
Page 139 and 140: SECTION 2.9 UNDERGROUND OR ENCLOSED
Page 141 and 142: S2.9.10 Provisions for ventilation
Page 143 and 144: 2.9.2.3 Where underground or enclos
Page 145 and 146: 2.9.3.5 The emergency lighting shal
Page 147 and 148: 2.9.6.3 An engineering analysis is
Page 149 and 150: 2.9.8 MOTORISED TROLLEY 2.9.8.1 Mot
Page 151 and 152: Diagram 2.9.4.2 - Numbering and lab
Page 153 and 154: ROOT OBJECTIVES SECTION 2.10 ABOVEG
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2.10.3 EMERGENCY ACCESS 2.10.3.1 Em
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PART III - RTS DEPOT AND RELATED FA
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(g) The maximum travel distance for
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Diagram 3.1.1(d) - Element of Struc
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For RTS Facility Buildings S3.2.5 P
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PART IV - ELECTRICAL SYSTEM FOR RAP
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4.1.3.2 Not withstanding the above,
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APPENDIX A OCCUPANT LOAD CALCULATIO
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A.2.3 For a single service centre p
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A.3.3 For a multi-service centre pl
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1 2 3 4 5 APPENDIX A, TABLE A : SIN
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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
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Number of People APPENDIX A, FIGURE
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B.1 GENERAL APPENDIX B EXITING ANAL
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any enclosing structure for Escape
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TEST #2 FOR ESCAPE ROUTE 2 TOTAL WA
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A. Masonry construction - continued
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APPENDIX C - continued PART II : RE
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1. Dense concrete: APPENDIX C - con
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APPENDIX C - continued PART V : STR
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APPENDIX C - continued PART VIII :
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Width of enclosing rectangle in met
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APPENDIX E ACCESSWAY E.1 In general
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APPENDIX F STANDBY FIRE HOSE FOR RI
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G.1 General APPENDIX G TENABLE ENVI
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where: tIconv = time in minutes T =
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APPENDIX H NOTES ON THE USE OF INTU
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APPENDIX J FIRE SAFETY REQUIREMENTS
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J.5.3 In the event of fire emergenc
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