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

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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 APPENDIX A, TABLE D-5 : MULTI-SERVICE CENTRE PLATFORM A B C D E F G Surge Factor C2 Crush Train Load (Persons) C3 Train Headway (min.) C4 p. m. NORTH BOUND (OFF-PEAK) SOUTH BOUND (PEAK) Service A Service B Service A Service B Link Load (Persons/Hour) C9 D9 E9 F9 Entraining (Persons/Hour) Transfer (Persons/Hour) C10 D10 E10 F10 From Service A (NB) To D12 F12 From Service A (SB) To D13 F13 From Service B (NB) To C14 E14 From Service B (SB) To Arrival Time-lag (minutes) C15 E15 After Service A D17 F17 After Service B Scenario 13: Northbound - Service A at Platform Southbound - Service A at Platform C18 E18 Calculated Train Load =MIN((C9/60*C2*C4),C3) =MIN((E9/60*C2*C4*2),C3) Entraining Load =C10/60*C2*C4 =D10/60*C2*(C4-D17) =E10/60*C2*C4*2 =F10/60*C2*(C4*2-F17) Transfer Load =C14/60*C2*C4 =(E14*2+E15)/60*C2*C4 =F12/60*C2*C4 Platform Occupant Load Scenario 14: Northbound - Service A at Platform Southbound - Service B at Platform =C24+C25+C26+D25+E24+E25+E26+F25+F26 Calculated Train Load =MIN((D9/60*C2*C4),C3) =E24 Entraining Load =C10/60*C2*(C4-C18) =D10/60*C2*C4 =E25 =F25 Transfer Load =C14/60*C2*C4 =(E14*2)/60*C2*C4 =(F12*2+F13)/60*C2*C4 Platform Occupant Load Scenario 15: Northbound - Service B at Platform Southbound - Service A at Platform =C34+C35+D33+D34+E33+E34+E35+F34+F35 Calculated Train Load =C24 =MIN((F9/60*C2*C4*2),C3) Entraining Load =C25 =D25 =E10/60*C2*(C4*2-E18) =F10/60*C2*C4*2 Transfer Load =D12/60*C2*C4 =(E14*2+E15)/60*C2*C4 =(F12*2)/60*C2*C4 Platform Occupant Load Scenario 16: Northbound - Service B at Platform Southbound - Service B at Platform =C42+C43+D43+D44+E43+E44+F42+F43+F44 Calculated Train Load =D33 =F42 Entraining Load =C34 =D34 =E43 =F43 Transfer Load =D12/60*C2*C4 =E14/60*C2*C4 =(F12*2+F13)/60*C2*C4 Platform Occupant Load =C52+D51+D52+D53+E52+E53+F51+F52+F53 TRAIN Southbound - Peak Direction - p.m. Platform Occupant Load =MAX(C27,C36,C45,C54) TRAIN Standard for Fire Safety in Rapid Transit Systems A-14
Number of People APPENDIX A, FIGURE 1 MULTI-SERVICE SIDE PLATFORM TRANSFER LOAD AT PLATFORM ( SERVICE A ARRIVED AT PLATFORM - TABLE C ) TRANSFER LOADS AT PLATFORM WHEN EM ERGENCY CONDITION REQUIRING EVACUATION OF THE STATION A B A B A B A Time - Arrival of Services TRANSFER LOADS B to A A to B SERVICE A ARRIVED AFTER ONE M ISSED HEADWAY Standard for Fire Safety in Rapid Transit Systems A-15
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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
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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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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
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
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Page 179 and 180: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
Page 181: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
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 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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