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

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Width of enclosing rectangle in metre APPENDIX D - continued TABLE 1 - COMPARTMENTS OF STATION OFFICE AND PUBLIC AREA - continued Distance in metres from relevant boundary for unprotected percentage not exceeding 20 30 40 50 60 70 80 90 100 Enclosing rectangle 21m high 3 0.5 1.5 2.0 2.5 3.0 3.0 3.5 4.0 4.5 6 1.5 2.5 3.5 4.0 5.0 5.5 6.0 6.5 7.0 9 2.0 3.5 4.5 5.5 6.5 7.0 7.5 8.5 9.0 12 2.5 4.0 5.5 6.5 7.5 8.5 9.0 10.0 10.5 15 2.5 5.0 6.5 7.5 8.5 9.5 10.5 11.0 12.0 18 3.0 5.5 7.0 8.0 9.5 10.5 11.5 12.5 13.0 21 3.0 6.0 7.5 9.0 10.5 11.0 12.5 13.5 14.0 24 3.5 6.0 8.0 9.5 10.5 12.0 13.0 14.0 15.0 27 3.5 6.5 8.5 10.0 11.5 13.0 14.0 15.0 16.0 30 4.0 7.0 9.0 10.5 12.0 13.0 14.5 16.0 16.5 40 4.5 7.5 10.0 12.0 13.5 15.0 16.5 18.0 19.0 50 4.5 8.0 11.0 13.0 14.5 16.5 18.0 20.0 21.0 60 4.5 8.5 11.5 13.5 15.5 17.5 19.5 21.0 22.5 80 4.5 8.5 12.0 14.5 17.0 19.0 21.0 23.5 25.0 100 4.5 9.0 12.0 15.5 18.0 20.5 22.5 25.0 27.0 120 4.5 9.0 12.0 16.0 18.5 21.5 23.5 26.5 28.5 No limit 4.5 9.0 12.0 16.0 19.0 22.0 25.0 26.5 29.5 Enclosing rectangle 24m high 3 0.5 1.5 2.0 2.5 3.0 3.5 3.5 4.0 4.5 6 1.5 2.5 3.5 4.5 5.0 5.5 6.0 7.0 7.0 9 2.0 3.5 5.0 5.5 6.5 7.5 8.0 9.0 9.5 12 2.5 4.5 6.0 7.0 8.0 8.5 9.5 10.5 11.5 15 3.0 5.0 6.5 8.0 9.0 10.0 11.0 12.0 13.0 18 3.0 5.5 7.5 8.5 10.0 11.0 12.0 13.0 14.0 21 3.5 6.0 8.0 9.5 10.5 12.0 13.0 14.0 15.0 24 3.5 6.5 8.5 10.0 11.5 12.5 14.0 15.0 16.0 27 4.0 7.0 9.0 11.0 12.5 13.5 15.0 16.0 17.0 30 4.0 7.5 9.5 11.5 13.0 14.0 15.5 17.0 18.0 40 4.5 8.5 11.0 13.0 14.5 16.0 18.0 19.0 20.5 50 5.0 9.0 12.0 14.0 16.0 17.5 19.5 21.0 22.5 60 5.0 9.5 12.5 15.0 17.0 19.0 21.0 23.0 24.5 80 5.0 10.0 13.5 16.5 18.5 21.0 23.5 25.5 27.5 100 5.0 10.0 13.5 17.0 20.0 22.5 25.0 27.5 29.5 120 5.5 10.0 13.5 17.5 20.5 23.5 26.5 29.0 31.0 No limit 5.5 10.0 13.5 18.0 21.0 24.0 27.5 30.0 32.5 Standard for Fire Safety in Rapid Transit Systems D-5
Width of enclosing rectangle in metre APPENDIX D - continued TABLE 1 - COMPARTMENTS OF STATION OFFICE AND PUBLIC AREA - continued Distance in metres from relevant boundary for unprotected percentage not exceeding 20 30 40 50 60 70 80 90 100 Enclosing rectangle 27m high 3 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.0 4.5 6 1.5 2.5 3.5 4.5 5.0 6.0 6.5 7.0 7.5 9 2.0 3.5 5.0 6.0 7.0 7.5 8.5 9.5 10.0 12 2.5 4.5 6.0 7.0 8.0 9.0 10.5 11.0 12.0 15 3.0 5.5 7.0 8.5 9.5 10.5 11.5 12.5 13.5 18 3.5 6.0 8.0 9.0 10.5 11.5 12.5 13.5 14.5 21 3.5 6.5 8.5 10.0 11.5 13.0 14.0 15.0 16.0 24 3.5 7.0 9.0 11.0 12.5 13.5 15.0 16.0 17.0 27 4.0 7.5 10.0 11.5 13.0 14.0 16.0 17.0 18.0 30 4.0 8.0 10.0 12.0 13.5 15.0 17.0 18.0 19.0 40 5.0 9.0 11.5 14.0 15.5 17.5 19.0 20.5 22.0 50 5.5 9.5 12.5 15.0 17.0 19.0 21.0 22.5 24.0 60 5.5 10.5 13.5 16.0 18.5 20.5 22.5 24.5 26.5 80 6.0 11.0 14.5 17.5 20.5 22.5 25.0 27.5 29.5 100 6.0 11.0 15.5 19.0 21.5 24.5 27.0 30.0 32.0 120 6.0 11.5 15.5 19.5 22.5 26.0 28.5 32.0 34.0 No limit 6.0 11.5 15.5 20.0 23.5 27.0 29.5 33.0 35.0 Standard for Fire Safety in Rapid Transit Systems D-6
Page 1 and 2:
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
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SECTION 2.3 STATION STRUCTURAL FIRE
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2.3.1 GENERAL SECTION 2.3 STATION S
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(c) Commercial spaces shall be comp
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(h) Coldroom Where the enclosure to
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(b) Any reference to height means t
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2.3.5 EXTERNAL WALL 2.3.5.1 Externa
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2.3.6.2 A separating wall shall hav
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(b) Have the appropriate fire resis
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2.3.8.8 A protected shaft which con
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(ii) Drywall shall have the requisi
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2.3.9.3 Pipes (a) Pipes which pass
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2.3.10.3 Doors opening into the exi
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(h) All sides shall be properly sea
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(v) Intumescent mastics. The method
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(e) Cl.2.3.8.2(c), 2.3.8.4, 2.3.8.7
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Table 2.3.2A SIZE LIMITATION OF STA
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Table 2.3.9A MAXIMUM NOMINAL INTERN
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Diagram 2.3.3.1(c) - Fire resistanc
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2.4.1 GENERAL SECTION 2.4 SITE PLAN
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ii) For stations not exceeding the
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2.4.4 PRIVATE FIRE HYDRANT 2.4.4.1
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(c) Where there are more than one p
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Diagram 2.4.2.4(b)(vi) U-Turn Radii
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Diagram 2.4.4.1(b) - Provision of P
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S2.5.3 Fire protection systems to c
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2.5.2.5 Portable fire extinguishers
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2.5.3.5 The dry mains’ breeching
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2.5.5.2 The fire alarm system shall
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2.5.6 SPRINKLER INSTALLATION 2.5.6.
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2.5.7 LIFTS 2.5.7.1 Lifts (includin
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SECTION 2.6 STATION SMOKE CONTROL A
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2.6.1 GENERAL SECTION 2.6 STATION S
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(e) Where the supply air duct servi
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(c) The smoke purging system design
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2.6.5.2 The design shall encompass
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Diagram 2.6.1.4(a) - Fresh/exhaust
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S2.7.2 Provisions for adequate and
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(b) Notwithstanding the requirement
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(g) Exit signs in metal enclosures
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2.7.2.10 PA systems for stations wi
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(c) Supply air shall be drawn direc
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2.8.1 GENERAL SECTION 2.8 INTEGRATI
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2.8.4.2 Where a station has an unde
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SECTION 2.9 UNDERGROUND OR ENCLOSED
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S2.9.10 Provisions for ventilation
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2.9.2.3 Where underground or enclos
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2.9.3.5 The emergency lighting shal
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2.9.6.3 An engineering analysis is
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2.9.8 MOTORISED TROLLEY 2.9.8.1 Mot
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Diagram 2.9.4.2 - Numbering and lab
Page 153 and 154: ROOT OBJECTIVES SECTION 2.10 ABOVEG
Page 155 and 156: 2.10.3 EMERGENCY ACCESS 2.10.3.1 Em
Page 157 and 158: PART III - RTS DEPOT AND RELATED FA
Page 159 and 160: (g) The maximum travel distance for
Page 161 and 162: Diagram 3.1.1(d) - Element of Struc
Page 163 and 164: For RTS Facility Buildings S3.2.5 P
Page 165 and 166: PART IV - ELECTRICAL SYSTEM FOR RAP
Page 167 and 168: 4.1.3.2 Not withstanding the above,
Page 169 and 170: APPENDIX A OCCUPANT LOAD CALCULATIO
Page 171 and 172: A.2.3 For a single service centre p
Page 173 and 174: A.3.3 For a multi-service centre pl
Page 175 and 176: 1 2 3 4 5 APPENDIX A, TABLE A : SIN
Page 177 and 178: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
Page 179 and 180: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
Page 181 and 182: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
Page 183 and 184: Number of People APPENDIX A, FIGURE
Page 185 and 186: B.1 GENERAL APPENDIX B EXITING ANAL
Page 187 and 188: any enclosing structure for Escape
Page 189 and 190: TEST #2 FOR ESCAPE ROUTE 2 TOTAL WA
Page 191 and 192: A. Masonry construction - continued
Page 193 and 194: APPENDIX C - continued PART II : RE
Page 195 and 196: 1. Dense concrete: APPENDIX C - con
Page 197 and 198: APPENDIX C - continued PART V : STR
Page 199 and 200: APPENDIX C - continued PART VIII :
Page 201 and 202: Width of enclosing rectangle in met
Page 203: Width of enclosing rectangle in met
Page 211 and 212: APPENDIX E ACCESSWAY E.1 In general
Page 213 and 214: APPENDIX F STANDBY FIRE HOSE FOR RI
Page 215 and 216: G.1 General APPENDIX G TENABLE ENVI
Page 217 and 218: where: tIconv = time in minutes T =
Page 219 and 220: APPENDIX H NOTES ON THE USE OF INTU
Page 221 and 222: APPENDIX J FIRE SAFETY REQUIREMENTS
Page 223 and 224: J.5.3 In the event of fire emergenc
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