o rl TAISEI DMCI JOINT VENTURE

North South Conrmuter Railway Project (Malolos-Tutuban)

Package CPOl
l'itr 0 lst rlt' Vt,rlal 3"' F,oor DMcI Annel,3lit-i Makati Cit1 tr ll (()!tisu!tirl. lti('
:iillt li'1l"-:.ll;'sion' a.afataa, , caafaaalaaa

TRANSMITTAL

Attention Dr. Jorge Mtller Ref. No.: 0l-TR- I1286

Project Director Date: 26 October 2022
NSTren Consortium
5th Floor, Supima One Bldg, Supima Square,
Malhacan Rd., Meycauayan, Bulacan

Project North-South Commuter Railway (NSCR) Project

Package CP0l: Elevated Structures, 6 Stations and Depot
Loan Agreement No.: PH-P262

Subject : Shop Drawing Submittal

West Valenzuela Station - Fire Exit Stair I Reinforcement Detail

Reference i) TDJV Transmittal no.0l-TR-10197 submitted on l5 August2022

NSTren Letter no. NI-NST-TDJV-220929-11227 received on 29 September2022

For Approval [./] For Information [ ] For Review [ ]

Dear Sirs,

Following Submittal(s) is/are transmitted for your Approval

No. Document Number Type Title Quantity

NSCR.CPO I- I 7-CV2O-AR- Shop West Valen zuela Station - Fire Exit Stair I
I 44 pages
R03 -3279-l Drawing Reinforcement Detail

Sincerely yours,

For and on behalf of TAISEI-DMCI JOTNT VENTURE

Hiroyuki Uchida
Project Manager

Cc: l). Mr. Cesar B. Chavez, Undersecretary for Railways, DOTr

Attn: Mr. Joseph Ishmael Ferrer, Team Leader, NSCR (Malolos-Tutuban), DOTr
2). Mr. Jeremy Servando Regino. General Manager, PNR
 rev.1- 2020.10.28

TAISEI - DMCI JOINT VENTURE

North -South Commuter Railway Project (CP01)
Elevated Structures 5 Stations and Depot 4ts
TArStr
CD
SUBMTTTAL RESPONSE REQUEST FORM (DRAWTNGS)

DOCUMENT NO. :

PROJECT DIS. SCOPI WPE SER!AL REV.

N c 1

TITLE: REPLY REQUESTED :

West Valenzuela Station - Fire Exit Stair 1 Reinforcement Detail

DRAWING TYPE :
01 lttl22
Shop Drawing dd mm yy
REASON FOR SUBMITTAL : PURPOSE OF SUBMITTAL:
to be submitted to the Engineer for Approval
E For Approval tr Good for Construction
("No Obiection")
REVISION STATUS :

CREATED DATE OF RESPONSE STATUS OF DOCUMENT

0 Category B

DRAWING LIST : Subcontractor Doc. No.: TOTAT NO. OF DRAWINGS: 36 pages

REVISION
Serial Rev. TITLE MADE
NSCR-CP01- t7 cv 20 SD RO3 445L 1 DRAWING WEST VALENZUEI.A STATION FIRE EXIT STAIR 1 RElNFORCEMENT DETAIL PART 1 OF 2 E
NSCR-CP01- t7 cv 20 SD - RO3 4462 1 DRAWING WEST VALENZUEI.A STATION FIRE EXIT STAIR 1 REINFORCEMENT DETAIL PART 2 OF 2 E
NSCR-CPO1- L7 cv 20 sD - R03 4463 1 DRAWTNG WEST VALENZUELA STATTON FrRE EX|T STA|R 1 (BEAMS) (GROUND FLOOR TO PIAZA LEVELI PART 1 OF 2
E
NSCR-CP01- L7 cv 20 sD - R03 44il 1 DRAWTNG WEST VALENZUEI STATTON FrRE EXIT STA|R 1 (BEAMS) (GROUND FLOOR TO P|IZA LEVEL) PART 2 OF 2
E
NSCR-CP01- t7 cv 20 SD RO3 4465 1 DRAWTNG WEST VALENZUELA STATTON FIRE EX|T STA|R 1 (STATR) (GROUND FLOOR TO PTAZA LEVEL) PART 1 OF 2
E
NSCR-CP01- L7 cv 20 SD RO3 4466 1 DRAWTNG WEST VATENZUELA STATTON F]RE EXIT STA|R 1 (BEAMS) (GROUND FLOOR TO PT AZA LEVET.) PART 2 OF 2 E
NSCR-CP01- L7 CV 20 SD - RO3 4467 1 DRAWING WEST VATENZUETA STATION FIRE EXIT STAIR 1 (ZOCALO & TANDING) (GROUNO FLOOR TO PTAZA LEVEL)PART 1OF 2
E
NSCR-CP01- L7 cv 20 SD . RO3 4/.68 1 oRAWTNG W€ST VATENZUETA STAnON F|RE EX|T STA|R 1 (ZOCAIO & TANDTNG) (GROUND FTOOR TO PrAZA rEVEt) PART 2 OF 2
E
NSCR-CP01- t7 cv 20 SD . RO3 4/,69 1 DRAWTNG WEST VALENZUELA STATTON FrRE EXIT STA|R 1 (BEAMS) (PTAZA LEVEL TO STA|R LANDTNG) PART 1 OF 4
E
NSCR-CPO1- L7 cv 20 sD - R03 4470 1 WEST VALENZUETA STATTON FIRE EXrT STArR 1 (BEAMS) (PIAZA LEVEL TO STA|R LANDTNG) PART 2Ot 4 E
NSCR-CP01- L7 cv 20 sD - R03 M7L 1 DRAW]NG WEST VALENZUEIA STATTON FrRE EX|T STA|R 1 (BEAMS) (PLAZA LEVEL TO STA|R TANDTNG)PART 3 OF 4
E
NSCR.CPOl. L7 cv 20 sD - R03 4472 1 DRAW]NG WEST VALENZUELA STATTON FrRE EXrT STArR 1 (BEAMS) (PLAZA LEVEL TO STA|R r-ANDTNG) PART 4 OF 4
E
NSCR.CPOl. L7 cv 20 sD - R03 4473 1 DRAWTNG WEST VALENZUELA STATTON FIRE EX|T STA|R 1 (STATR) (PTAZA LEVEL TO STATR LANDTNG) PART 1 OF 4
E
NSCR-CP01- L7 cv 20 sD - R03 4474 1 DRAWTNG WEST VALENZUELA STATTON F|RE EXIT STA|R I (STATR) (PIAZA LEVEL TO STA|R TANDTNG) PART 2 OF 4
E
NSCR-CPO1- L7 cv 20 SD . RO3 4r'-75 1 DRAWTNG WEST VALENZUELA STATTON F|RE EX|T STA|R 1 (STATR) (PLAZA LEVET TO STA|R LANDTNG) PART 3 OF 4
E
NSCR-CP01- 17 cv 20 sD - R03 4476 1 DRAWTNG WEST VALENZUELA STATTON FrRE EXIT STA|R 1 (STATR) (PLAZA LEVEr TO STA]R LANDTNG) PART 4 OF 4 E
NSCR-CP01- L7 cv 20 sD - R03 4477 1 DRAWTNG WEST VALENZUE|-A STATTON FIRE EXIT STA|R I (ZOCALO & |-ANDTNG) IPL,AA tEVEt TO STA|R tANDtt{G) PART 1 OF 3
E
NSCR-CP01- L7 cv 20 sD - R03 4478 1 DRAWTNG WIST VALENZUETA STATTON F|RE tXrT STA|R 1 (ZOCATO & LANDTNG) (Pr ZA rtvtr TO STA|R LANDTNG) PART 2 OF 3
E
NSCR.CPOl- L7 cv 20 SD . RO3 4479 1 DRAWTNG WEST VALENZUTTA STATTON FrRE EX|T STA|R 1 (ZOCALO & LANDrilGl (Pr ZA LEVfl. TO STA|R LANDTNG) PART 3 OF 3
E
NSCR-CP01- L7 cv 20 sD - R03 4,480 1 DRAWTNG WEST VALENZUEIA STATTON F|RE EXIT STA|R 1 (BEAMS) (STATR LANDTNG TO STA|R TANDTNG) PART 1 OF 3
E
NSCR-CP01- t7 cv 20 SD . RO3 4r'.8L 1 DRAWING WEST VALENZUET-A STATTON F]RE EX|T STA|R 1 (BEAMS) (STATR I.AND|NG TO STA|R |SND|NG) PART 2 OF 3 E
NSCR-CP01- L7 cv 20 sD - R03 4r'.82 1 DRAWTNG WEST VATENZUELA STATTON F|RE EXrr STA|R 1 (BEAMS) (STATR LANDTNG TO STA|R |-ANDTNG) PART 3 OF 3
E
NSCR-CP01- L7 cv 20 sD - R03 4/.83 1 DRAWTNG WEST VALENZUETA STATTON FrRE EX|T STArR 1 (STA|R) (STATR IANDTNG TO STArR TANDING) PART 1 OF 2
E
NSCR-CP01- L7 cv 20 sD - R03 4484 1 DRAWTNG WEST VALENZUE1A STAT]ON F|RE EXIT STA|R 1 (STATR) (STATR IANDTNG TO STA|R TANDTNG) PART 2 OF 2 E
NSCR-CP01- L7 cv 20 SD . RO3 4485 1 DRAWTNG WEST VALENZUELA STAnON FIRE EXIT STA|R I (ZOCA|O & LANDTNGI (STATR LANOTNG TO STA|R TANOTNG) PART 1OF I E
NSCR-CP01- L7 cv 20 sD - R03 4486 1 DRAWING WEST VATENZUELA STATION FIRE EXIT STAIR 1 (BEAMS) (STAIR LANDING TO PLATFORM LEVEI.) PART 1 OF 2
E
CONTENT :

Date: Deputy signature: Date:

Originator
Person
in charge:
l'::::/A lQa-r$
Date:
tt t-
Approved by
Proj.
Mngr:
Deputy
Name: T, rfoc{'22
Date:
Checked by ;':i lsisnature' aZ cug'tL Proj.
2t0 (f 't,
Mngr: I Name: R. Nagasaki Mngr: Name: G. S. Ancheta
 LIST:

REVISlON
Serial
I Rev. TITLE {
NSCR-CPO1- L7 cv 20 SD R03 -4487 - 1 sHoP DRAWING WEST VALENZUELA STATTON F|RE EX|T STAIR I (BEAMS) (STATR T.ANDTNG TO PT.ATFORM LEVEL) PART 2 OF 2
E
NSCR-CPO1- L7 cv 20 SD R03 -4488- 1 sHoP DRAWTNG WEST VALENZUELA STATTON FrRE EX|T STA|R 1 (STATR) (STATR LANDTNG TO PLATFORM LEVEL) PART l OF 2 E
NSCR-CP01- t7 cv 20 SD R03 4/.89 - 1 sHoP DRAWING WEST VALENZUELA STATION FrRE EX|T STA|R 1 (STATR) (STATR LANDTNG TO PLATFORM LEVEL) PART 2 OF 2
E
NSCR.CPOl- 17 cv 20 SD R03 4/.90 - 1 sHoP DRAWTNG WEST VALTNZUELA STATTON F|RE EX|T STA|R 1 (ZOCALO & I NDTNG) (STATR IjNDTNG TO PIATFORM LEVELI PART 1 OF 2
E
NSCR-CP01- t7 cv 20 SD R03 -4r'.gl - 1 sHoP DRAWING WEST VAIENZUflA STATTON F|RE tXrT STA|R 1 (ZOCALO & LANDTNG) (STA|R |-ANO|NG TO ptATtORM LEVET) PART 2 Ot 2
E
NSCR-CP01- 17 cv 20 SD R03 4r''92 - 1 sHoP DRAWTNG WEST VALENZUELA STATTON F|RE EX|T STA|R 1 (EBB1 & WALL) (GROUNO FLOOR TO PLAZA LEVEL) PART 1 OF 2
E
NSCR-CPo1- L7 - CV 20 SD R03 4493 - 1 sHoP DRAWTNG WEST VALENZUEIA STATION F|RE EX|T STA|R 1 (E881 & WALL) (GROUND FTOOR TO ptAZA LEVELI PART 2 OF 2
E
t7-cv20 SD R03 4r'94 - 1 sHoP oRAWTNG WEST VALENZUETA STATTON F|RE EX|T STA|R 1 (EBB1 & WALL) (STATR IANDTNG TO STATR LANOTNG) PART 1OF 3 [n
NSCR-CPo1- L7 - CV 20 SD R03 4r'95 - 1 sHoP DRAWTNG WEST VALENZUELA STATTON F|RE EX|T STA|R 1 (EBB1& WALL) (STAIR IANDTNG TO STATR LANDTNG) PART 2 Or 3
E
NSCR-CPo1- t7 - cv 20 SD R03 4496 - 1 sHoP DRAWING WEST VALENZUET-A STATION F|RE EX|T STA|R 1 (E881 & WALL) (STATR t ANDTNG TO STATR tAND|NG) PART 3 OF 3
E
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h
lfi
a
r-
I
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- a
 6
1 2 3 4 5 5'

(LANDING)
SSL+13.157
FFL(+13.207)
(-0.500)

(EL=+0.00)

GFL FFL(+1.25)

(LANDING)

(LANDING)
TOP OF PILECAP

SSL+2.70
FFL(+2.75)
PLAZA LEVEL

SSL+6.297
FFL(+6.347)

SSL+9.713
FFL(+9.763)
CONCOURSE LEVEL
FFL(+7.378)
A 4

B
C
D
3250 4628 8169
1750 1450 50 2335 5805
72 1378 130 3417 3417 3444 50 2340 WEST VALENZUELA STATION
(8 RISER @172) (19 RISER @180) (19 RISER @180) (20 RISER @172) (13 RISER @180) PLAZA KEYPLAN
50 50 50

STORMPROOF

IN ABEYANCE
65
1000

30

PG1
50mm THK.LEAN CONCRETE

252
PC2

70
S20
1220
LAPPED AND TAPED
200 MICRON THICK
P.E. FILM JOINTS
500 200

69
1081

COMPACTED FILL

1220

210
(LANDING)
WITH 3% CBR

STEPS 1

1500

362 141
102
100

1220
128

STORMPROOF

29

68

1200

1300
LOUVER
800 1700 2010 200
500 200 2061

1620
100150 50 800

670
2241

524
1210 700 50 1261 1000

125

1117
W20

S20
200 300

688
660

EEB1

BLOCK WALL
EEB1
LEGEND:

500

500

500
GB2

C4
600

250

375

C4

300
LONGITUDINAL TOP BARS

150
(LT)
(LB)

C
LONGITUDINAL BOTTOM BARS

PG5
(FR)

350 150100 125

250 FRAME BARS

EEB1
500

500 100

500

500
TRANSVERSE TOP BARS (TT)

25
TRANSVERSE BOTTOM BARS (TB)
NOSING BARS (NB)
S15
1 OF 36 SCALE

TOP BARS LAYER 1 (T)

1550
W20
1450

125
(T)
1

800 2361 TOP BARS LAYER 2

BOTTOM BARS (B)

LOUVER
STORMPROOF
(WB)

BE
WEB BARS

BE
FIRE EXIT STAIR 1 REINFORCEMENT DETAILS

AM

AM
STIRRUPS (S)

2575
1004

:3

RC UPSTAND
40

ROOF SLAB
CORNER STIRRUPS (CT)

0
0x
1200

0x
W20 ZOCALO VERTICAL BARS (ZV)

70

00 6
ZOCALO HORIZONTAL BARS (ZH)

0
50
200

(19 TREAD @280)

0 45 (VB)
0 WALL VERTICAL BARS
GB2

20
20
600

0 60 WALL HORIZONTAL BARS (HB)

0
400

5320
15 CONSTRUCTION JOINT (CJ)
100 0
24-∅25-200-LT

PG4B

S1
551 BAR MARK

5
300

SPACING
167

FIRE EXIT STAIR 1

BAR DIAMETER
1

QUANTITY

108
NOTE:

6265
ISOLATION JOINT

1. ALL REINFORCING BARS SHALL BE DEFORMED

15

TYPE AND CONFORM TO THE FOLLOWING:

GB3

(8 THREAD @280)
BE

GRADE 60, fy=414MPa (∅16 AND ABOVE)

AM

GRADE 40, fy=275MPa (∅12 AND BELOW)

:4

2240
00

2. ALL DIMENSIONS ARE IN MILLIMETERS AND

x7

ELEVATION ARE IN METERS UNLESS NOTED.

00

20
0 3. THE MINIMUM CONCRETE COMPRESSIVE
CYLINDER STRENGTH
4115

50
PC1

0
(f'c) SHALL BE AS FOLLOWS:
800 1750 33°
BEAMS 36 MPa
1:60MM

10

STAIRS 36 MPa
RC WALLS 36 MPa
97 143
240

4. REINFORCEMENT DIAMETER, SPACING AND

450 150 DETAILS ARE BASED IN REFERENCE
100
∅100MM PIPE DRAIN

DRAWING OF:
S15
∅125MM PIPE SLEEVE NSCR-DWG-VAL-ST-4202 & 4203.

1605
1267
9
S20

5. FIRE EXIT STAIR 1 LOCATION AND

1311

DIMENSIONS ARE BASED IN REFERENCE

1210

500 200
DRAWING THRU TDJV SUBMITTAL:
1535

NSCR-CP01-01-ST21-SD-R03-0791 TO 0795.
700
C2
EEB1

6. THIS DRAWING SHALL BE READ IN

400

400 100
EEB1

CONJUNCTION TO THE LATEST CONCRETE

DRAWING PLAN, ARCHITECTURAL DETAIL

D
225 100

PLAN AND MEP DRAWING PRIOR TO THE

325
100

500 50

IMPLEMENTATION AT SITE.
550 150
150100

700

7. FOR BEAM STIRRUPS LOCATION OF HOOK

SHALL BE ALTERNATE RIGHT AND LEFT
SIDE OF CROSS SECTION.
125

50 200 7. CONSTRUCTION JOINT MAY ALTER

STORMPROOF
LOUVER

250 BASED ON SITE NEEDS.

∅125MM PIPE SLEEVE

2628 650 150200 1000

NORTH - SOUTH COMMUTER RAILWAY

(NSCR) PROJECT
(MALOLOS - TUTUBAN)

WEST VALENZUELA

REPUBLIC OF THE PHILIPPINES FIRE EXIT STAIR 1

DEPARTMENT OF TRANSPORTATION
(DOTr) RAILWAY SECTOR SHOP DRAWING
NSTren CONSORTIUM
NSCR PROJECT GENERAL CONSULTANT DATEM
YOUR TRUSTED BUILDER
WEST VALENZUELA STATION
FIRE EXIT STAIR 1 REINFORCEMENT DETAIL NSCR-CP01-17-CV20-SD-R03-4461-1
PHILIPPINE NATIONAL RAILWAY TAISEI - DMCI JOINT VENTURE
(PNR) NORTH I (MALOLOS - TUTUBAN) PROJECT North - South Commuter Railway (NSCR) Project PART 1 OF 2
Package 01 Elevated Structures, 6 Stations and Depot
AS SHOWN 1 OF 36
 6
1 2 3 4 5 5'

PLATFORM LEVEL
(LANDING)

SSL+15.468
FFL(+15.518)
PLATFORM LEVEL

TOP OF CROWN
SSL+13.157
FFL(+13.207)

FFL(+15.547)
(LANDING)

(LANDING)
SSL+6.297
FFL(+6.347)

SSL+9.713
FFL(+9.763)
CONCOURSE LEVEL
FFL(+7.378)
A 4

B
C
D

4628 8169 WEST VALENZUELA STATION

2335 5805 29
3417 3417 3444 50 2340 PLAZA KEYPLAN
(19 RISER @180) (19 RISER @180) (20 RISER @172) (13 RISER @180) 151 50
50 50 125 25

35

IN ABEYANCE
STORMPROOF

PS4

1070
LOUVER

(+17.818)

(+18.968)
ROOF SHED LEVEL

TOP OF ROOF SHED

200 50
1535 800 250

1665
1000

125 100150

225 150

2500
0.5%
595
EEB1
500

500

500
500
C4
2300 1150

350
C4

PG5

B
300
2600

S20

1200
460
500

500
500 200 2100 200 300

1580

800
800
970
63 16

1230
48

150150
852

200
120
380
200

REFUGE AREA
MACRO AIR WALL
2635

1065
49
LEGEND:

S20

WEEP HOLE
150mmx100mm
50
LONGITUDINAL TOP BARS (LT)
1 OF 36 SCALE

200 LONGITUDINAL BOTTOM BARS (LB)

45
FRAME BARS (FR)
2

700
(TT)

RC UPSTAND
TRANSVERSE TOP BARS

2100
TRANSVERSE BOTTOM BARS (TB)

2785
FIRE EXIT STAIR 1 REINFORCEMENT DETAILS

BE
NOSING BARS (NB)

AM
(T)
PG4B

TOP BARS LAYER 1

:4

1235

S20
TOP BARS LAYER 2 (T)

00

81
x7
1200 BOTTOM BARS (B)
129

147
00 WEB BARS (WB)
50
0 STIRRUPS (S)

55
20

200 TOP OF CROWN

0 CORNER STIRRUPS (CT)
(18 TREAD @280)

(ZV)

(19 TREAD @280)

ZOCALO VERTICAL BARS

40
700

FFL(+15.547)
150 ZOCALO HORIZONTAL BARS (ZH)
WALL VERTICAL BARS (VB)

80
5040

5320
W15 WALL HORIZONTAL BARS (HB)

150
BE
CONSTRUCTION JOINT (CJ)

5570

5970
AM
:4
24-∅25-200-LT

00
50 BAR MARK

11570
x

1000
0

8170
700
W20

EPS
70
SPACING
20
20

BE
0
0
BAR DIAMETER

AM
50

60
QUANTITY

(12 TREAD @280)

:
0

40

150
35

0x
W15 NOTE:

70

3360
75
0
1. ALL REINFORCING BARS SHALL BE DEFORMED
TYPE AND CONFORM TO THE FOLLOWING:
GRADE 60, fy=414MPa (∅16 AND ABOVE)
GRADE 40, fy=275MPa (∅12 AND BELOW)
2. ALL DIMENSIONS ARE IN MILLIMETERS AND
ELEVATION ARE IN METERS UNLESS NOTED.

S20
1:50MM

2185
3. THE MINIMUM CONCRETE COMPRESSIVE

150mmx100mm
65

MACRO AIR WALL

RC UPSTAND
1000 CYLINDER STRENGTH

WEEP HOLE
(f'c) SHALL BE AS FOLLOWS:
30

PG1
252

BEAMS 36 MPa

70
S20

STAIRS 36 MPa
1220

500 200

69
1081 RC WALLS 36 MPa
1220

150 150
110
210
(LANDING)

200
4. REINFORCEMENT DIAMETER, SPACING AND
1500

362 141
100 DETAILS ARE BASED IN REFERENCE
1220

128 DRAWING OF:

STORMPROOF

NSCR-DWG-VAL-ST-4202 & 4203.

29

200

68

1200

1300
5. FIRE EXIT STAIR 1 LOCATION AND
LOUVER

800 1700 2010 200

500 200 2061 DIMENSIONS ARE BASED IN REFERENCE
1620

800
670

2241
524

DRAWING THRU TDJV SUBMITTAL:

1400
1210 700 50 1261 1000
NSCR-CP01-01-ST21-SD-R03-0791 TO 0795.
125

1117

S20
63 16 6. THIS DRAWING SHALL BE READ IN
688

CONJUNCTION TO THE LATEST CONCRETE

660

EEB1

BLOCK WALL
EEB1
500

500

500

DRAWING PLAN, ARCHITECTURAL DETAIL

C4
375

C4

300
PLAN AND MEP DRAWING PRIOR TO THE
150

IMPLEMENTATION AT SITE.

C
3100
PG5
350 150100 125
250 7. FOR BEAM STIRRUPS LOCATION OF HOOK
EEB1
500

500 100

500

500

0.5%
SHALL BE ALTERNATE RIGHT AND LEFT

595
SIDE OF CROSS SECTION.
25

7. CONSTRUCTION JOINT MAY ALTER

200 50 BASED ON SITE NEEDS.

1665
125

800 LOUVER 2361

STORMPROOF

1070
B

PS4
B
EA

EA

NORTH - SOUTH COMMUTER RAILWAY

M
2575

M
:4

:3

RC UPSTAND
ROOF SLAB
00

(NSCR) PROJECT
00

1200
x7

x6
00

00

50 (MALOLOS - TUTUBAN)
(19 TREAD @280)

35
0 45
0
20

20 60 125 25
0 0
5320

15
0

WEST VALENZUELA

REPUBLIC OF THE PHILIPPINES FIRE EXIT STAIR 1

DEPARTMENT OF TRANSPORTATION
(DOTr) RAILWAY SECTOR SHOP DRAWING
NSTren CONSORTIUM
NSCR PROJECT GENERAL CONSULTANT DATEM
YOUR TRUSTED BUILDER
WEST VALENZUELA STATION
FIRE EXIT STAIR 1 REINFORCEMENT DETAIL NSCR-CP01-17-CV20-SD-R03-4462-1
PHILIPPINE NATIONAL RAILWAY TAISEI - DMCI JOINT VENTURE
(PNR) NORTH I (MALOLOS - TUTUBAN) PROJECT North - South Commuter Railway (NSCR) Project PART 2 OF 2
Package 01 Elevated Structures, 6 Stations and Depot
AS SHOWN 2 OF 36
 6
1 2 3 4 5 5'
C D
STORMPROOF 500 2575 2240 240 1535 150 100 400 A
LOUVER (8 THREAD @280) 3-∅25-T1
4

3-∅25-T2 STORMPROOF 50 300 50 B

300
375 LOUVER 300

50
125 300 C
3-∅25-T1

75
48 1-∅12-S6 125

75
10 3-∅25-T2 D

75
1-∅12-S7

134
STEPS 1 1-∅12-S8
50
PLAZA LEVEL

200
250
FFL(+2.75) 1-∅12-S9 2-∅12-WB E.F
WEST VALENZUELA STATION

593
40

500
9

439
408
134

368
SSL+2.70

200
40 TH
13 ENG S20 ∅12-150-S PLAZA KEYPLAN

50
L
91

134
P
41 5 40 H LA
9 13 ENGT
(8 RISER @172)

20 3-∅25-B1

500
L 3-∅25-B1a
P

50
LA 1-∅12-S1-150mm (1.539m) 1-∅12-S2-150mm (1.619m) 1-∅12-S3-150mm (1.681m)
5
1378

50
1450

EEB1 BEAM 400X600

CJ 300
0 H
∅10MM FILLER BOARD 52 ENGT 350 400
L 100
P
LA

75
1-∅12-CT3 300
3-∅25-B1 300 300
48
10
50

75
40

50
1 1-∅12-WB1 E.F

75
250

75
GFL FFL(+1.25)
72

)
00
3250

x7
150

S15 00
4 1-∅12-WB2 E.F

645
A M(
BE

531
486
471
1-∅12-CT2
100

0 H
1-∅12-CT1 52 ENGT -S
6
L 50
LA
P -1
1750

1787
0
4 TH - ∅1
200 300 1550 13 ENG 26
L 1-∅12-S4-150mm (1.745m) 1-∅12-S5-150mm (1.775m) 1-∅12-CT1 (1.925m) 1-∅12-CT2 (2.093m)
L AP
(EL=+0.00) W20 1-∅12-S5
W20

1-∅12-S4 50 50
1-∅12-S3
F BEAM SECTION DETAILS

W20
1-∅12-S2 3 OF 36 SCALE 1:25MM
TOP OF PILECAP 1-∅12-S1 LEGEND:
(-0.500) CJ PC1 LONGITUDINAL TOP BARS (LT)
400 (LB)
REFER TO "NSCR-CP01-17-CV20-SD-R03-5001-0" 300 LONGITUDINAL BOTTOM BARS
300 FRAME BARS (FR)
50 300 50

800
TRANSVERSE TOP BARS (TT)

75
75
25
40
TRANSVERSE BOTTOM BARS (TB)
3-∅25-T1
3-∅25-T2 NOSING BARS (NB)
GB2 GB2 GB3 TOP BARS LAYER 1 (T)

25
170
TOP BARS LAYER 2 (T)
BOTTOM BARS (B)
2-∅12-WB E.F

637
610
WEB BARS (WB)

610
700

170
STIRRUPS (S)
∅12-150-S
CORNER STIRRUPS (CT)
600 1450 600 4115
ZOCALO VERTICAL BARS (ZV)

170
ZOCALO HORIZONTAL BARS (ZH)
FIRE EXIT STAIR 1 (GROUND TO PLAZA) 3-∅25-B1
WALL VERTICAL BARS
WALL HORIZONTAL BARS
(VB)
(HB)
A BEAM REINFORCEMENT DETAILS

50
26-∅12-S6-150mm (2.023m) 1-∅12-CT3 (2.077m) CONSTRUCTION JOINT (CJ)
3 OF 36 SCALE 1:50MM BEAM 400X700 24-∅25-200-LT
C D
G BEAM SECTION DETAILS BAR MARK
SPACING
6265
3 OF 36 SCALE 1:25MM BAR DIAMETER
2240 6265 700 QUANTITY
2575
500 1450 200 825 (280 THREAD @8) 2240 1450 475 100
100 125 400
1235 (280 THREAD @8) 240 1210 300 NOTE:
200 2034 50 300 50 300
1. ALL REINFORCING BARS SHALL BE DEFORMED

150

75
25
40
TYPE AND CONFORM TO THE FOLLOWING:

75
150

150
3-∅25-T1 GRADE 60, fy=414MPa (∅16 AND ABOVE)
3-∅25-T2 GRADE 40, fy=275MPa (∅12 AND BELOW)

550
600

1 5
400

RC UPSTAND

25
170
H250 2. ALL DIMENSIONS ARE IN MILLIMETERS AND
ELEVATION ARE IN METERS UNLESS NOTED.

1200
2-∅12-WB E.F
RC UPSTAND

610
GB2 600x800 (-1750)
1200
1500

3. THE MINIMUM CONCRETE COMPRESSIVE

579
400

400

610
700
UP

170
CYLINDER STRENGTH
∅12-150-S (f'c) SHALL BE AS FOLLOWS:
H250

BEAM(400x700) GB2(400x700) 400

2150 300 100

EEB1 500x800(-50)
400

125 BEAMS 36 MPa

170
5 9 -50 STAIRS 36 MPa
RC UPSTAND
150

150

-50 S20 3-∅25-B1

1100
H250 RC WALLS 36 MPa
200
150

S20

50
GB2 600x800 (-1750)

1-∅12-S6-150mm (1.970m) 1-∅12-S7-150mm (1.961m)

GB2 600x800 (-1750)

200 4. REINFORCEMENT DIAMETER, SPACING AND

FFL(+2.75) BEAM 400X700
3625

3625
RC UPSTAND 15 10 395 DETAILS ARE BASED IN REFERENCE
FFL(+1.25) H100 SSL+2.70 300 300
W20 BELOW

SSL+1.20 SL=FFL-50 DRAWING OF:

3025

NSCR-DWG-VAL-ST-4202 & 4203.

75

75
SSL=FFL-50
H BEAM SECTION DETAILS
1200

5. FIRE EXIT STAIR 1 LOCATION AND

400
DIMENSIONS ARE BASED IN REFERENCE
3 OF 36 SCALE 1:25MM DRAWING THRU TDJV SUBMITTAL:
2125

GB2(400x700) NSCR-CP01-01-ST21-SD-R03-0791 TO 0795.

564
6. THIS DRAWING SHALL BE READ IN

163

553
CONJUNCTION TO THE LATEST CONCRETE
150

W20 DRAWING PLAN, ARCHITECTURAL DETAIL

1175
150

PLAN AND MEP DRAWING PRIOR TO THE

800 IMPLEMENTATION AT SITE.
25
600

7. FOR BEAM STIRRUPS LOCATION OF HOOK

450

GB3 400x800 SHALL BE ALTERNATE RIGHT AND LEFT

1-∅12-S8-150mm (1.931m) 1-∅12-S9-150mm (1.909m) SIDE OF CROSS SECTION.
1
7. CONSTRUCTION JOINT MAY ALTER
BASED ON SITE NEEDS.
600

PG4B 800x1200(-125)
800

C4
C2
500 500 NORTH - SOUTH COMMUTER RAILWAY
PC1 700 700
(NSCR) PROJECT
1605
(MALOLOS - TUTUBAN)

FIRE EXIT STAIR 1 PLANVIEW

1 GROUND TO PLAZA
3 OF 36 SCALE 1:60MM
WEST VALENZUELA

REPUBLIC OF THE PHILIPPINES FIRE EXIT STAIR 1

DEPARTMENT OF TRANSPORTATION SHOP DRAWING
(DOTr) RAILWAY SECTOR WEST VALENZUELA STATION
NSTren CONSORTIUM
NSCR PROJECT GENERAL CONSULTANT DATEM FIRE EXIT STAIR 1 (BEAMS)
NSCR-CP01-17-CV20-SD-R03-4463-1
PHILIPPINE NATIONAL RAILWAY TAISEI - DMCI JOINT VENTURE YOUR TRUSTED BUILDER
(GROUND FLOOR LEVEL TO PLAZA LEVEL)
(PNR) NORTH I (MALOLOS - TUTUBAN) PROJECT North - South Commuter Railway (NSCR) Project
Package 01 Elevated Structures, 6 Stations and Depot PART 1 OF 2 3 OF 36
AS SHOWN
 6
1 2 3 4 5 5'

A 4

B
B
C
C

D
292 322 A
516 D C B D

E
C

A
B

A
40 H E
13 ENGT

A
B
L 06
WEST VALENZUELA STATION
L AP 16
PLAZA KEYPLAN

400
TYPE 1 TYPE 2 TYPE 3 TYPE 4
3-∅25-T1 (3.136m)
416

CJ
ANCH. LENGTH=0.816M

209 392 466

400
08
40 H 23
13 ENGT
L
P
LA 3-∅25-T2 (3.775m) 366
CJ LEGEND:
LONGITUDINAL TOP BARS (LT)
ANCH. LENGTH=0.766M LONGITUDINAL BOTTOM BARS (LB)
FRAME BARS (FR)
TRANSVERSE TOP BARS (TT)
TRANSVERSE BOTTOM BARS (TB)
NOSING BARS (NB)
TOP BARS LAYER 1 (T)
TOP BARS LAYER 2 (T)
BOTTOM BARS (B)
327 WEB BARS (WB)
STIRRUPS (S)
CORNER STIRRUPS (CT)
ZOCALO VERTICAL BARS (ZV)
78 ZOCALO HORIZONTAL BARS (ZH)
WALL VERTICAL BARS (VB)
WALL HORIZONTAL BARS (HB)
CONSTRUCTION JOINT (CJ)
24-∅25-200-LT
CJ BAR MARK
SPACING
ANCH. LENGTH=0.405M BAR DIAMETER
1091
28 QUANTITY
41
NOTE:
1. ALL REINFORCING BARS SHALL BE DEFORMED
TYPE AND CONFORM TO THE FOLLOWING:
GRADE 60, fy=414MPa (∅16 AND ABOVE)
3-∅25-B1 (7.851m) GRADE 40, fy=275MPa (∅12 AND BELOW)
2. ALL DIMENSIONS ARE IN MILLIMETERS AND
ELEVATION ARE IN METERS UNLESS NOTED.
3. THE MINIMUM CONCRETE COMPRESSIVE
CYLINDER STRENGTH
32 1-∅12-WB1 E.F (4.023m)
29 (f'c) SHALL BE AS FOLLOWS:
40 TH 1050
13 ENG BEAMS 36 MPa
L
P
LA 316 STAIRS 36 MPa
RC WALLS 36 MPa

4. REINFORCEMENT DIAMETER, SPACING AND

3-∅25-B1a (2.485m) DETAILS ARE BASED IN REFERENCE
DRAWING OF:
400

NSCR-DWG-VAL-ST-4202 & 4203.

7
32 5. FIRE EXIT STAIR 1 LOCATION AND
DIMENSIONS ARE BASED IN REFERENCE
DRAWING THRU TDJV SUBMITTAL:
1758 CJ 78 1-∅12-WB2 E.F (3.828m) NSCR-CP01-01-ST21-SD-R03-0791 TO 0795.
27
6. THIS DRAWING SHALL BE READ IN
ANCH. LENGTH=0.716M CONJUNCTION TO THE LATEST CONCRETE
DRAWING PLAN, ARCHITECTURAL DETAIL
PLAN AND MEP DRAWING PRIOR TO THE
IMPLEMENTATION AT SITE.
7. FOR BEAM STIRRUPS LOCATION OF HOOK
SHALL BE ALTERNATE RIGHT AND LEFT
SIDE OF CROSS SECTION.
2 WEB BARS DETAILS 7. CONSTRUCTION JOINT MAY ALTER
4 OF 36 SCALE 1:30MM BASED ON SITE NEEDS.

1 TOP AND BOTTOM BAR OF BEAM

4 OF 36 SCALE 1:40MM NORTH - SOUTH COMMUTER RAILWAY
(NSCR) PROJECT
(MALOLOS - TUTUBAN)

WEST VALENZUELA

REPUBLIC OF THE PHILIPPINES FIRE EXIT STAIR 1

DEPARTMENT OF TRANSPORTATION SHOP DRAWING
(DOTr) RAILWAY SECTOR WEST VALENZUELA STATION
NSTren CONSORTIUM
NSCR PROJECT GENERAL CONSULTANT DATEM FIRE EXIT STAIR 1 (BEAMS)
NSCR-CP01-17-CV20-SD-R03-4464-1
PHILIPPINE NATIONAL RAILWAY TAISEI - DMCI JOINT VENTURE YOUR TRUSTED BUILDER
(GROUND FLOOR LEVEL TO PLAZA LEVEL)
(PNR) NORTH I (MALOLOS - TUTUBAN) PROJECT North - South Commuter Railway (NSCR) Project
Package 01 Elevated Structures, 6 Stations and Depot PART 2 OF 2 4 OF 36
AS SHOWN
 C D
6
6265 1 2 3 4 5 5'
∅12-300-FR
STORMPROOF 500 2575 2240 240 1535 150 100 A
LOUVER (8 THREAD @280) 4

B
∅12-300-FR 305
375 C4
125
4-∅12-300-LT2 280 25 C
4 125 D
L/ 8 5-∅12-200-TT2 ∅12-200-TT

25
4
STEPS 1 10 25

50
PLAZA LEVEL

20
200
470

250

0
FFL(+2.75) 9 WEST VALENZUELA STATION

25

172
SSL+2.70
S20
PLAZA KEYPLAN

50

25
25
91 0 H ∅12-300-LT
41 52 ENGT
(8 RISER @172)

L 4-∅12-300-TB2

20
P
95 LA

0
20 EEB1
5 6-∅12-200-LB3
1378
1450

∅10MM FILLER BOARD

6-∅12-200-LB2
400 100
∅12-NB

25
25
14-∅12-300-TB1 J
4
50

L/ 48 1 5 OF 36

250
GFL FFL(+1.25) 10
72

)
00
x7
3250

150

S15 00
M(4
BEA
100

∅12-200-LB
0 H 21-∅12-200-TT1
52 ENGT
L
I LAP ∅12-300-TB
1750

1750
∅12-NB
5 OF 36
6-∅12-200-LB1
(EL=+0.00) 4-∅12-300-LT1

W20
W20

W20
REFER TO "NSCR-CP01-17-CV20-SD-R03-0454-1"
200 300 1550 J STAIR TREAD BLOW-UP DETAIL
∅12-HB 1:15MM
5 OF 36 SCALE
∅16-VB
TOP OF PILECAP LEGEND:
(-0.500) CJ LONGITUDINAL TOP BARS (LT)
PC1
LONGITUDINAL BOTTOM BARS (LB)
FRAME BARS (FR)

800
TRANSVERSE TOP BARS (TT)
TRANSVERSE BOTTOM BARS (TB)
NOSING BARS (NB)
GB2 GB2 GB3 ∅12-200-TT TOP BARS LAYER 1 (T)
TOP BARS LAYER 2 (T)
BOTTOM BARS (B)
WEB BARS (WB)
STIRRUPS (S)

25
CORNER STIRRUPS (CT)
600 1450 600 4115

20
ZOCALO VERTICAL BARS (ZV)

0
∅12-300-LT ZOCALO HORIZONTAL BARS (ZH)
WALL VERTICAL BARS (VB)
(HB)
FIRE EXIT STAIR 1 (GROUND TO PLAZA) WALL HORIZONTAL BARS

25
CONSTRUCTION JOINT (CJ)
B STAIR REINFORCEMENT DETAILS 24-∅25-200-LT
5 OF 36 SCALE 1:50MM BAR MARK
SPACING
BAR DIAMETER
QUANTITY

NOTE:
1077 157 1. ALL REINFORCING BARS SHALL BE DEFORMED
TYPE AND CONFORM TO THE FOLLOWING:
∅12-300-TB GRADE 60, fy=414MPa (∅16 AND ABOVE)
192

GRADE 40, fy=275MPa (∅12 AND BELOW)

0 H CJ 2. ALL DIMENSIONS ARE IN MILLIMETERS AND
52 ENGT 340 ELEVATION ARE IN METERS UNLESS NOTED.
L
AP
L 3. THE MINIMUM CONCRETE COMPRESSIVE
∅12-200-HB CYLINDER STRENGTH
60
15 4-∅12-300-LT2 (2.829m)
(f'c) SHALL BE AS FOLLOWS:
BEAMS 36 MPa
ANCH. LENGTH=0.532M ∅16-200-VB ∅12-200-LB
34 STAIRS 36 MPa
38
67 6-∅12-200-LB2 (3.991m) RC WALLS 36 MPa
30
4. REINFORCEMENT DIAMETER, SPACING AND
DETAILS ARE BASED IN REFERENCE
DRAWING OF:
75 50 NSCR-DWG-VAL-ST-4202 & 4203.
0 H
52 ENGT 200
5. FIRE EXIT STAIR 1 LOCATION AND
4-∅12-300-LT1 (3.690m) L DIMENSIONS ARE BASED IN REFERENCE
P 1244
LA DRAWING THRU TDJV SUBMITTAL:
7
15 NSCR-CP01-01-ST21-SD-R03-0791 TO 0795.
6. THIS DRAWING SHALL BE READ IN
67 CJ 192
56 CONJUNCTION TO THE LATEST CONCRETE
10 I WALL BLOW-UP DETAIL DRAWING PLAN, ARCHITECTURAL DETAIL
328
623

6-∅12-200-LB3 (1.593m) 5 OF 36 SCALE 1:15MM PLAN AND MEP DRAWING PRIOR TO THE
520

6-∅12-200-LB1 (1.509m) IMPLEMENTATION AT SITE.

453

7. FOR BEAM STIRRUPS LOCATION OF HOOK

ANCH. LENGTH=0.520M SHALL BE ALTERNATE RIGHT AND LEFT
SIDE OF CROSS SECTION.
7. CONSTRUCTION JOINT MAY ALTER
BASED ON SITE NEEDS.

1 NORTH - SOUTH COMMUTER RAILWAY

LONGITUDINAL TOP AND BOTTOM BARS DETAILS
5 OF 36 SCALE 1:50MM (NSCR) PROJECT
(MALOLOS - TUTUBAN)

WEST VALENZUELA

REPUBLIC OF THE PHILIPPINES FIRE EXIT STAIR 1

DEPARTMENT OF TRANSPORTATION SHOP DRAWING
(DOTr) RAILWAY SECTOR WEST VALENZUELA STATION
NSTren CONSORTIUM
NSCR PROJECT GENERAL CONSULTANT DATEM FIRE EXIT STAIR 1 (STAIR)
NSCR-CP01-17-CV20-SD-R03-4465-1
PHILIPPINE NATIONAL RAILWAY TAISEI - DMCI JOINT VENTURE YOUR TRUSTED BUILDER
(GROUND FLOOR LEVEL TO PLAZA LEVEL)
(PNR) NORTH I (MALOLOS - TUTUBAN) PROJECT North - South Commuter Railway (NSCR) Project
Package 01 Elevated Structures, 6 Stations and Depot PART 1 OF 2 5 OF 36
AS SHOWN
 6
1 2 3 4 5 5'

A 4

B
C
D

485
485 WEST VALENZUELA STATION
1 27
5 PLAZA KEYPLAN

270
270
2125
1500 3
30
3
150 1200 150 30
20 20

20
4-∅12-300-LT1 5-∅12-300-FR2 c/c (1.058m)
5-∅12-300-FR1 c/c (1.333m)
20 20 ∅12-NB FOR STEP 9
20 FOR STEP 1 TO 8 (8 SETS)
∅12-200-TT1
100

25
2 FRAMING BARS DETAILS
172

6 OF 36 SCALE 1:25MM
472

25
200

D C

25
C
25
50 50 B B B B
C
LEGEND:

B
C

A
A

B
LONGITUDINAL TOP BARS (LT)
LONGITUDINAL BOTTOM BARS (LB)

A
5-∅12-300-FR ∅12-300-TB1 A
A FRAME BARS (FR)
500

TYPE 2 TYPE 3 TYPE 4 TRANSVERSE TOP BARS (TT)

6-∅12-200-LB1 50 50
TYPE 6 TRANSVERSE BOTTOM BARS (TB)
BEAM
TYPE 1 TYPE 5 NOSING BARS (NB)
TOP BARS LAYER 1 (T)
50 TOP BARS LAYER 2 (T)
BOTTOM BARS (B)
WEB BARS (WB)
400 STIRRUPS (S)
CORNER STIRRUPS (CT)
ZOCALO VERTICAL BARS (ZV)
ZOCALO HORIZONTAL BARS (ZH)
FIRE EXIT STAIR 1 (GROUND TO PLAZA) WALL VERTICAL BARS (VB)
C BEAM AND STAIR CROSS SECTION DETAILS WALL HORIZONTAL BARS (HB)
6 OF 36 SCALE 1:20MM CONSTRUCTION JOINT (CJ)
24-∅25-200-LT
BAR MARK
SPACING
BAR DIAMETER
1400
QUANTITY

9-∅12-NB1 (1.784m) NOTE:

192

192

1. ALL REINFORCING BARS SHALL BE DEFORMED

TYPE AND CONFORM TO THE FOLLOWING:
GRADE 60, fy=414MPa (∅16 AND ABOVE)
GRADE 40, fy=275MPa (∅12 AND BELOW)

1400 2. ALL DIMENSIONS ARE IN MILLIMETERS AND

ELEVATION ARE IN METERS UNLESS NOTED.
3. THE MINIMUM CONCRETE COMPRESSIVE
21-∅12-200-TT1 (1.696m) CYLINDER STRENGTH
148

148

(f'c) SHALL BE AS FOLLOWS:

BEAMS 36 MPa
STAIRS 36 MPa
RC WALLS 36 MPa

4. REINFORCEMENT DIAMETER, SPACING AND

192

192

14-∅12-300-TB1 (1.784m) DETAILS ARE BASED IN REFERENCE

DRAWING OF:
NSCR-DWG-VAL-ST-4202 & 4203.
1400 5. FIRE EXIT STAIR 1 LOCATION AND
DIMENSIONS ARE BASED IN REFERENCE
DRAWING THRU TDJV SUBMITTAL:
NSCR-CP01-01-ST21-SD-R03-0791 TO 0795.
6. THIS DRAWING SHALL BE READ IN
1 NOSING, TRANSVERSE TOP & BOTTOM BAR DETAILS CONJUNCTION TO THE LATEST CONCRETE
6 OF 36 SCALE 1:20MM DRAWING PLAN, ARCHITECTURAL DETAIL
PLAN AND MEP DRAWING PRIOR TO THE
IMPLEMENTATION AT SITE.
7. FOR BEAM STIRRUPS LOCATION OF HOOK
SHALL BE ALTERNATE RIGHT AND LEFT
SIDE OF CROSS SECTION.
7. CONSTRUCTION JOINT MAY ALTER
BASED ON SITE NEEDS.

NORTH - SOUTH COMMUTER RAILWAY

(NSCR) PROJECT
(MALOLOS - TUTUBAN)

WEST VALENZUELA

REPUBLIC OF THE PHILIPPINES FIRE EXIT STAIR 1

DEPARTMENT OF TRANSPORTATION SHOP DRAWING
(DOTr) RAILWAY SECTOR WEST VALENZUELA STATION
NSTren CONSORTIUM
NSCR PROJECT GENERAL CONSULTANT DATEM FIRE EXIT STAIR 1 (BEAMS)
NSCR-CP01-17-CV20-SD-R03-4466-1
PHILIPPINE NATIONAL RAILWAY TAISEI - DMCI JOINT VENTURE YOUR TRUSTED BUILDER
(GROUND FLOOR LEVEL TO PLAZA LEVEL)
(PNR) NORTH I (MALOLOS - TUTUBAN) PROJECT North - South Commuter Railway (NSCR) Project
Package 01 Elevated Structures, 6 Stations and Depot PART 2 OF 2 6 OF 36
AS SHOWN
 6
1 2 3 4 5 5'
C D
500 2575 2240 240 1535 150 100
A
(8 THREAD @280)
4

C4 B
375 500
125 C
1000 125 D
STEPS 1 14-∅12-ZV3

50
PLAZA LEVEL

200
250
FFL(+2.75) 9
WEST VALENZUELA STATION
SSL+2.70
S20
PLAZA KEYPLAN

50
1-∅12-ZV4

(8 RISER @172)
5
EEB1

1378
1450
∅10MM FILLER BOARD

400
100
150 1

50

250
GFL FFL(+1.25)

72
3250

150
S15 )
00
x7
00
M (4
BEA

100
1-∅12-ZV2
1-∅12-ZV1

1750

1750
(EL=+0.00)

W20
W20
W20
500 1550 200 400

200 300 100

TOP OF PILECAP LEGEND:
(-0.500) LONGITUDINAL TOP BARS (LT)
PC1
LONGITUDINAL BOTTOM BARS (LB)
FRAME BARS (FR)

800

800

800
TRANSVERSE TOP BARS (TT)
TRANSVERSE BOTTOM BARS (TB)
NOSING BARS (NB)
GB2 GB2 GB3 TOP BARS LAYER 1 (T)
TOP BARS LAYER 2 (T)
BOTTOM BARS (B)
WEB BARS (WB)
STIRRUPS (S)
CORNER STIRRUPS (CT)
ZOCALO VERTICAL BARS (ZV)
(ZH)
FIRE EXIT STAIR 1 (GROUND TO PLAZA) ZOCALO HORIZONTAL BARS
WALL VERTICAL BARS (VB)
1 ZOCALO REINFORCEMENT DETAILS WALL HORIZONTAL BARS (HB)
7 OF 36 SCALE 1:50MM CONSTRUCTION JOINT (CJ)
24-∅25-200-LT
BAR MARK
1 SPACING
BAR DIAMETER
QUANTITY
3025 600
150 400 400 1100 400 575 NOTE:
150 202 1. ALL REINFORCING BARS SHALL BE DEFORMED
20 20 TYPE AND CONFORM TO THE FOLLOWING:
4-∅12-300-LT2 110 GRADE 60, fy=414MPa (∅16 AND ABOVE)
GRADE 40, fy=275MPa (∅12 AND BELOW)

20
20 4-∅12-300-LT1

100
110 2. ALL DIMENSIONS ARE IN MILLIMETERS AND
20

∅12-200-TT2 20 ELEVATION ARE IN METERS UNLESS NOTED.

110
250

260
110
3. THE MINIMUM CONCRETE COMPRESSIVE

R55
20

172
90
450

28 CYLINDER STRENGTH

408

472
260
(f'c) SHALL BE AS FOLLOWS:

R55
319
211

199
200

248

236
BEAMS 36 MPa
R55

R55
1-∅12-ZH1 E.F. (3.190m)

168
STAIRS 36 MPa
25 50 50 25
RC WALLS 36 MPa
6-∅12-200-LB3
8

8
R4

R4

R4

R4
150 150 150 150
4. REINFORCEMENT DIAMETER, SPACING AND
6-∅12-200-LB1
500

DETAILS ARE BASED IN REFERENCE

∅12-300-TB2 1-∅12-200-ZV1 E.F 1-∅12-200-ZV2 E.F 14-∅12-200-ZV2 E.F 1-∅12-200-ZV2 E.F DRAWING OF:
GB2 GB2 98
(0.719M) (0.695M) (0.928M) (0.839M) NSCR-DWG-VAL-ST-4202 & 4203.
5. FIRE EXIT STAIR 1 LOCATION AND
DIMENSIONS ARE BASED IN REFERENCE
GROUND LEVEL TO PLAZA LEVEL PLAZA LEVEL TO LANDING +6.297 DRAWING THRU TDJV SUBMITTAL:
NSCR-CP01-01-ST21-SD-R03-0791 TO 0795.
2 ZOCALO VERTICAL BAR DETAILS 3 ZOCALO HORIZONTAL BAR DETAILS 6. THIS DRAWING SHALL BE READ IN
CONJUNCTION TO THE LATEST CONCRETE
7 OF 36 SCALE 1:20MM 7 OF 36 SCALE 1:50MM DRAWING PLAN, ARCHITECTURAL DETAIL
2975 PLAN AND MEP DRAWING PRIOR TO THE
IMPLEMENTATION AT SITE.
7. FOR BEAM STIRRUPS LOCATION OF HOOK
148

148

5-∅12-200-TT2 (3.271m) SHALL BE ALTERNATE RIGHT AND LEFT

SIDE OF CROSS SECTION.
7. CONSTRUCTION JOINT MAY ALTER
192

192

BASED ON SITE NEEDS.

4-∅12-300-TB2 (3.379m)
2975

NORTH - SOUTH COMMUTER RAILWAY

D LANDING CROSS SECTION DETAILS (NSCR) PROJECT
7 OF 36 SCALE 1:30MM
(MALOLOS - TUTUBAN)

WEST VALENZUELA

REPUBLIC OF THE PHILIPPINES FIRE EXIT STAIR 1

DEPARTMENT OF TRANSPORTATION SHOP DRAWING
(DOTr) RAILWAY SECTOR WEST VALENZUELA STATION
NSTren CONSORTIUM
NSCR PROJECT GENERAL CONSULTANT DATEM FIRE EXIT STAIR 1 (ZOCALO & LANDING)
NSCR-CP01-17-CV20-SD-R03-4467-1
PHILIPPINE NATIONAL RAILWAY TAISEI - DMCI JOINT VENTURE YOUR TRUSTED BUILDER
(GROUND FLOOR LEVEL TO PLAZA LEVEL)
(PNR) NORTH I (MALOLOS - TUTUBAN) PROJECT North - South Commuter Railway (NSCR) Project
Package 01 Elevated Structures, 6 Stations and Depot PART 1 OF 2 7 OF 36
AS SHOWN
 6
C D 1 2 3 4 5 5'
6265
2240 6265 700 A
2575 4

500 1450 200 825 (280 THREAD @8) 2240 1450 475 100 B
100 125
1235 (280 THREAD @8) 240 1210
200 2034 C

150
D

150

150
13

550
600

400
1 5
RC UPSTAND
H250 WEST VALENZUELA STATION
PLAZA KEYPLAN

1200
RC UPSTAND
GB2 600x800 (-1750)

1200
1500
400

400
UP
BEAM(400x700) BEAM(400x700)
100

H250
400
2150 300

400
125

EEB1 500x800(-50)
5 9
-50
RC UPSTAND

150

150150
-50 S20

1100
S20 200
H250

GB2 600x800 (-1750)

GB2 600x800 (-1750)

200

3625

3625
RC UPSTAND 395 FFL(+2.75)
FFL(+1.25) H100 15 10 SSL+2.70

W20 BELOW
SSL+1.20 SL=FFL-50

3025
SSL=FFL-50

1200

400
2125
BEAM(400x700)

150
W20

1175
800
25
600

450
GB3 400x800
1

600
PG4B 800x1200(-125)

800
C4
C2 LEGEND:
500 500 LONGITUDINAL TOP BARS (LT)
PC1 700 700 LONGITUDINAL BOTTOM BARS (LB)
FRAME BARS (FR)
1605 TRANSVERSE TOP BARS (TT)
TRANSVERSE BOTTOM BARS (TB)
FIRE EXIT STAIR 1 (GROUND TO PLAZA) NOSING BARS
TOP BARS LAYER 1
(NB)
(T)
1 ZOCALO, NOSING AND FRAME BARS REBAR ARRANGEMENT TOP BARS LAYER 2 (T)
8 OF 36 SCALE 1:60MM BOTTOM BARS (B)
WEB BARS (WB)
STIRRUPS (S)
CORNER STIRRUPS (CT)
ZOCALO VERTICAL BARS (ZV)
ZOCALO HORIZONTAL BARS (ZH)
WALL VERTICAL BARS (VB)
C C WALL HORIZONTAL BARS (HB)
CONSTRUCTION JOINT (CJ)
B 24-∅25-200-LT
B

D
B
BAR MARK
A

C
SPACING
A BAR DIAMETER
A QUANTITY
TYPE 1 TYPE 2 TYPE 3
NOTE:
1. ALL REINFORCING BARS SHALL BE DEFORMED
TYPE AND CONFORM TO THE FOLLOWING:
GRADE 60, fy=414MPa (∅16 AND ABOVE)
GRADE 40, fy=275MPa (∅12 AND BELOW)
2. ALL DIMENSIONS ARE IN MILLIMETERS AND
ELEVATION ARE IN METERS UNLESS NOTED.
3. THE MINIMUM CONCRETE COMPRESSIVE
CYLINDER STRENGTH
(f'c) SHALL BE AS FOLLOWS:
BEAMS 36 MPa
STAIRS 36 MPa
RC WALLS 36 MPa

4. REINFORCEMENT DIAMETER, SPACING AND

DETAILS ARE BASED IN REFERENCE
DRAWING OF:
NSCR-DWG-VAL-ST-4202 & 4203.
5. FIRE EXIT STAIR 1 LOCATION AND
DIMENSIONS ARE BASED IN REFERENCE
DRAWING THRU TDJV SUBMITTAL:
NSCR-CP01-01-ST21-SD-R03-0791 TO 0795.
6. THIS DRAWING SHALL BE READ IN
CONJUNCTION TO THE LATEST CONCRETE
DRAWING PLAN, ARCHITECTURAL DETAIL
PLAN AND MEP DRAWING PRIOR TO THE
IMPLEMENTATION AT SITE.
7. FOR BEAM STIRRUPS LOCATION OF HOOK
SHALL BE ALTERNATE RIGHT AND LEFT
SIDE OF CROSS SECTION.
7. CONSTRUCTION JOINT MAY ALTER
BASED ON SITE NEEDS.

NORTH - SOUTH COMMUTER RAILWAY

(NSCR) PROJECT
(MALOLOS - TUTUBAN)

WEST VALENZUELA

REPUBLIC OF THE PHILIPPINES FIRE EXIT STAIR 1

DEPARTMENT OF TRANSPORTATION SHOP DRAWING
(DOTr) RAILWAY SECTOR WEST VALENZUELA STATION
NSTren CONSORTIUM
NSCR PROJECT GENERAL CONSULTANT DATEM FIRE EXIT STAIR 1 (ZOCALO & LANDING)
NSCR-CP01-17-CV20-SD-R03-4468-1
PHILIPPINE NATIONAL RAILWAY TAISEI - DMCI JOINT VENTURE YOUR TRUSTED BUILDER
(GROUND FLOOR LEVEL TO PLAZA LEVEL)
(PNR) NORTH I (MALOLOS - TUTUBAN) PROJECT North - South Commuter Railway (NSCR) Project
Package 01 Elevated Structures, 6 Stations and Depot PART 2 OF 2 8 OF 36
AS SHOWN
 6
1 2 3 4 5 5'

A 4

B
C
D

WEST VALENZUELA STATION

PLAZA KEYPLAN

IN ABEYANCE

B C D

8170 6265 700

500 950 5600 1620 500 2240 1450 475 100
125
150 350 (20 THREAD @280) LOUVER (LANDING) 350 150 (280 THREAD @8) 240 1210
STORMPROOF 120
150

150
150

150
700

-2361

EEB1 500x800(-2534)
550

550
ZOCALO S20 100 125
H100 200
RC UPSTAND

1200
1650
FFL(+13.207) H250
1200
400

400
DN SSL+13.157
STORMPROOF LEGEND:
EEB1 500x800(+2335)

SL=FFL-2361 LOUVER LONGITUDINAL TOP BARS (LT)

380 BEAM(400x700) GB2(400x700) 400 LONGITUDINAL BOTTOM BARS (LB)
RC UPSTAND 850 100

EEB1 500x800(-50)
H250 ZOCALO FRAME BARS (FR)
48 50 55 H100 60 65 68
ZOCALO 5 9 (TT)

3775
STORMPROOF -50 TRANSVERSE TOP BARS
H100 RC UPSTAND
150

150
LOUVER S20 TRANSVERSE BOTTOM BARS (TB)
1100

1100
+2335
200 H250
150

150
S20 NOSING BARS (NB)
3775

200 -1081 FFL(+2.75) TOP BARS LAYER 1 (T)

3625
125 100 47 45 40 35 30 29 25 20 15 10 395
S20 SSL+2.70 TOP BARS LAYER 2 (T)

EEB1 500x800(+2010)
EEB1 500x800(-1700)
1200 200 SL=FFL-50 BOTTOM BARS (B)
150 120
WEB BARS (WB)
1200

1200
400

400
STIRRUPS (S)
BEAM(400x700) CORNER STIRRUPS (CT)
FFL(+9.763) ZOCALO VERTICAL BARS (ZV)

2125
FFL(+6.347) GB2(400x700)
SSL+9.9713 ZOCALO SSL+6.297 ZOCALO HORIZONTAL BARS (ZH)
575

H100

163
SL=FFL+2335 SL=FFL-1081 WALL VERTICAL BARS (VB)
(HB)
150

150
WALL HORIZONTAL BARS

1175
150 CONSTRUCTION JOINT (CJ)

150
24-∅25-200-LT

800
25
600

600

600
BLOCK WALL BLOCK WALL BAR MARK
450

450
SPACING
BAR DIAMETER
1
400 200

QUANTITY
600

600

600
PG4B 800x1200(-125) PG4B 800x1200(-125)
NOTE:

800
C4 C4
1. ALL REINFORCING BARS SHALL BE DEFORMED
C2 TYPE AND CONFORM TO THE FOLLOWING:
GRADE 60, fy=414MPa (∅16 AND ABOVE)
500 500 380 500 700 700 GRADE 40, fy=275MPa (∅12 AND BELOW)
120
1250 4760 1500 5320 1605 2. ALL DIMENSIONS ARE IN MILLIMETERS AND
ELEVATION ARE IN METERS UNLESS NOTED.
(LANDING) (17 THREAD @280) (LANDING) (19 THREAD @280)
3. THE MINIMUM CONCRETE COMPRESSIVE
CYLINDER STRENGTH
(f'c) SHALL BE AS FOLLOWS:
BEAMS 36 MPa
STAIRS 36 MPa
RC WALLS 36 MPa

4. REINFORCEMENT DIAMETER, SPACING AND

FIRE EXIT STAIR 1 (PLAZA TO LANDING +9.763) DETAILS ARE BASED IN REFERENCE
DRAWING OF:
1 BEAM REINFORCEMENT DETAILS NSCR-DWG-VAL-ST-4202 & 4203.
9 OF 36 SCALE 1:60MM 5. FIRE EXIT STAIR 1 LOCATION AND
DIMENSIONS ARE BASED IN REFERENCE
DRAWING THRU TDJV SUBMITTAL:
NSCR-CP01-01-ST21-SD-R03-0791 TO 0795.
6. THIS DRAWING SHALL BE READ IN
CONJUNCTION TO THE LATEST CONCRETE
DRAWING PLAN, ARCHITECTURAL DETAIL
PLAN AND MEP DRAWING PRIOR TO THE
IMPLEMENTATION AT SITE.
7. FOR BEAM STIRRUPS LOCATION OF HOOK
SHALL BE ALTERNATE RIGHT AND LEFT
SIDE OF CROSS SECTION.
7. CONSTRUCTION JOINT MAY ALTER
BASED ON SITE NEEDS.

NORTH - SOUTH COMMUTER RAILWAY

(NSCR) PROJECT
(MALOLOS - TUTUBAN)

WEST VALENZUELA

REPUBLIC OF THE PHILIPPINES FIRE EXIT STAIR 1

DEPARTMENT OF TRANSPORTATION SHOP DRAWING
(DOTr) RAILWAY SECTOR WEST VALENZUELA STATION
NSTren CONSORTIUM
NSCR PROJECT GENERAL CONSULTANT DATEM FIRE EXIT STAIR 1 (BEAMS)
NSCR-CP01-17-CV20-SD-R03-4469-1
PHILIPPINE NATIONAL RAILWAY TAISEI - DMCI JOINT VENTURE YOUR TRUSTED BUILDER
(PLAZA LEVEL TO STAIR LANDING)
(PNR) NORTH I (MALOLOS - TUTUBAN) PROJECT North - South Commuter Railway (NSCR) Project
Package 01 Elevated Structures, 6 Stations and Depot PART 1 OF 4 9 OF 36
AS SHOWN
 6
1 2 3 4 5 5'

(20 RISER @172)

A 4

B C D B
C4 C
970 5040 1500 5320
55 1605
(18 TREAD @280) (LANDING) (19 TREAD @280) D
STORMPROOF
LOUVER
WEST VALENZUELA STATION
125 100 15 PLAZA KEYPLAN
81 100 125
500 500
4-∅12-150-S3
C4
3-∅25-T5
(LANDING) 3-∅25-T11
50

150
250

FFL(+9.763) 48

C.C
40
SSL+9.713
200
S20

200
63
800

23
500

31
61
C.C

LA 13
40

800
EEB1 P 40 LA 134
LE P
NG
TH LE 0
NG
TH
500 460 852 EEB1
2335

40
500
1-∅12-CT3
(19 RISER @180)

3-∅25-T4
1535

3-∅25-T10
3417

40
C
C.
15
3-∅25-B4 81

LA 52
P 35
CONCOURSE LEVEL LE 0 LEGEND:

2241
FFL(+7.378) 1-∅12-WB6 E.F NGTH

40
LONGITUDINAL TOP BARS (LT)

C
1-∅12-WB3 E.F

C.
LONGITUDINAL BOTTOM BARS (LB)
3-∅25-T3 FRAME BARS (FR)
BE TRANSVERSE TOP BARS (TT)
AM 3-∅25-T9
(4 TRANSVERSE BOTTOM BARS (TB)
500 500 00

1200
x7 16 NOSING BARS (NB)
1200

42 00 64
-∅ ) 30 TOP BARS LAYER 1 (T)
12
-1 TOP BARS LAYER 2 (T)
50
(LANDING) C4 -S
50

3 29 BOTTOM BARS (B)

FFL(+6.347) WEB BARS (WB)

C.C
STIRRUPS (S)

40
SSL+6.297 PG4B

200
LA 134 S20 CORNER STIRRUPS (CT)
P 3-∅25-T8
LE 0 ZOCALO VERTICAL BARS (ZV)
NG 108 (ZH)
TH ZOCALO HORIZONTAL BARS

500
FIRE EXIT STAIR 1 WALL VERTICAL BARS (VB)
25 (HB)
WALL HORIZONTAL BARS
66

C.C
55 (CJ)

40
CONSTRUCTION JOINT
3-∅25-B3 LA 13 33 24-∅25-200-LT
P 40 28
LE BAR MARK
1-∅12-WB5 E.F NG
T H SPACING
1-∅12-CT3 BAR DIAMETER
1-∅12-WB2 E.F
4628

QUANTITY
8-∅12-150-S3 EEB1
(19 RISER @180)

20
1-∅12-CT3
NOTE:
1. ALL REINFORCING BARS SHALL BE DEFORMED
3417

TYPE AND CONFORM TO THE FOLLOWING:

IN ABEYANCE GRADE 60, fy=414MPa (∅16 AND ABOVE)
GRADE 40, fy=275MPa (∅12 AND BELOW)

0
20
16 2. ALL DIMENSIONS ARE IN MILLIMETERS AND
BE LA 13 64
AM P 40 ELEVATION ARE IN METERS UNLESS NOTED.
(4

0
LE

50
00 15 NG 3. THE MINIMUM CONCRETE COMPRESSIVE
x7 TH
00 CYLINDER STRENGTH
) 1-∅12-WB1 E.F
C4 (f'c) SHALL BE AS FOLLOWS:
38
-∅
12 3-∅25-T2 BEAMS 36 MPa
-1
50 STAIRS 36 MPa
-S
3 3-∅25-T7
3-∅25-T1 RC WALLS 36 MPa

40
3-∅25-T6 4. REINFORCEMENT DIAMETER, SPACING AND
102 3-∅25-B2 10
DETAILS ARE BASED IN REFERENCE
STEPS 1

40
LA DRAWING OF:
50

50

PLAZA LEVEL P 520

130

FFL(+2.75) LE 9 NSCR-DWG-VAL-ST-4202 & 4203.

NG
T H 5. FIRE EXIT STAIR 1 LOCATION AND
SSL+2.70

200
S20 DIMENSIONS ARE BASED IN REFERENCE
DRAWING THRU TDJV SUBMITTAL:
NSCR-CP01-01-ST21-SD-R03-0791 TO 0795.
LA 134
(8 RISER @172)

P 6. THIS DRAWING SHALL BE READ IN

500
LE 0 CONJUNCTION TO THE LATEST CONCRETE
NG
TH DRAWING PLAN, ARCHITECTURAL DETAIL
1378
1450

CJ CJ PLAN AND MEP DRAWING PRIOR TO THE

IMPLEMENTATION AT SITE.
EEB1
400 100 7. FOR BEAM STIRRUPS LOCATION OF HOOK
1-∅12-WB4 E.F 3-∅25-B1 SHALL BE ALTERNATE RIGHT AND LEFT
9-∅12-150-S10 SIDE OF CROSS SECTION.
7. CONSTRUCTION JOINT MAY ALTER
BASED ON SITE NEEDS.

FIRE EXIT STAIR 1 (PLAZA TO LANDING +9.763)

A BEAM REINFORCEMENT DETAILS NORTH - SOUTH COMMUTER RAILWAY
10 OF 36 SCALE 1:50MM
(NSCR) PROJECT
(MALOLOS - TUTUBAN)

WEST VALENZUELA

REPUBLIC OF THE PHILIPPINES FIRE EXIT STAIR 1

DEPARTMENT OF TRANSPORTATION SHOP DRAWING
(DOTr) RAILWAY SECTOR WEST VALENZUELA STATION
NSTren CONSORTIUM
NSCR PROJECT GENERAL CONSULTANT DATEM FIRE EXIT STAIR 1 (BEAMS)
NSCR-CP01-17-CV20-SD-R03-4470-1
PHILIPPINE NATIONAL RAILWAY TAISEI - DMCI JOINT VENTURE YOUR TRUSTED BUILDER
(PLAZA LEVEL TO STAIR LANDING)
(PNR) NORTH I (MALOLOS - TUTUBAN) PROJECT North - South Commuter Railway (NSCR) Project
Package 01 Elevated Structures, 6 Stations and Depot PART 2 OF 4 10 OF 36
AS SHOWN
 6
1 2 3 4 5 5'

A 4

B
B

C
C

D
1703 322 516 D C B
D
C

E
32 E

A
B

A
7

A
893 WEST VALENZUELA STATION

400
3-∅25-T1 (3.268m) B
ANCH. LENGTH=1.220M (DOWEL BAR FOR 2ND
TYPE 1 TYPE 2
A
TYPE 3 TYPE 4
PLAZA KEYPLAN
FLIGHT BEAM) 416

3-∅25-T3 CJ CJ
ANCH. LENGTH=0.816M

LA 13
3-∅25-T8 P 40
LE
NG
TH

23
67
LA 134
P
LE 0
NG
TH 3-∅25-T2 (3.554m) LEGEND:
(DOWEL BAR FOR 2ND 32 LONGITUDINAL TOP BARS (LT)
27
50 FLIGHT BEAM) LONGITUDINAL BOTTOM BARS (LB)
57
FRAME BARS (FR)
84 TRANSVERSE TOP BARS (TT)
2 (TB)
LA TRANSVERSE BOTTOM BARS
P 520 NOSING BARS (NB)
LE
58 NG TOP BARS LAYER 1 (T)
99 TH
TOP BARS LAYER 2 (T)
BOTTOM BARS (B)
CJ 327 WEB BARS (WB)
3-∅25-T7 (6.226m) STIRRUPS (S)
ANCH. LENGTH=1.169M (CT)
(DOWEL BAR FOR 2ND CORNER STIRRUPS
ZOCALO VERTICAL BARS (ZV)
FLIGHT BEAM)
ZOCALO HORIZONTAL BARS (ZH)
WALL VERTICAL BARS (VB)
83 WALL HORIZONTAL BARS (HB)
5 LA CONSTRUCTION JOINT (CJ)
P 520
LE 24-∅25-200-LT
NG
TH BAR MARK
46
11 SPACING
BAR DIAMETER
CJ 327 QUANTITY
ANCH. LENGTH=1.162M
NOTE:
1. ALL REINFORCING BARS SHALL BE DEFORMED
TYPE AND CONFORM TO THE FOLLOWING:
GRADE 60, fy=414MPa (∅16 AND ABOVE)
GRADE 40, fy=275MPa (∅12 AND BELOW)
2. ALL DIMENSIONS ARE IN MILLIMETERS AND
46 ELEVATION ARE IN METERS UNLESS NOTED.
53 1752
3. THE MINIMUM CONCRETE COMPRESSIVE
CYLINDER STRENGTH
1648 1-∅12-WB1 E.F (6.363m) (f'c) SHALL BE AS FOLLOWS:
392 466
(DOWEL BAR FOR 2ND BEAMS 36 MPa
3-∅25-B2 32 FLIGHT BEAM) STAIRS 36 MPa
7
908 3-∅25-T6 (3.233m) RC WALLS 36 MPa

400
(DOWEL BAR FOR 2ND 4. REINFORCEMENT DIAMETER, SPACING AND
ANCH. LENGTH=1.235M FLIGHT BEAM) DETAILS ARE BASED IN REFERENCE
366 DRAWING OF:
400 3-∅25-T1 CJ CJ NSCR-DWG-VAL-ST-4202 & 4203.
1794
3-∅25-T2 5. FIRE EXIT STAIR 1 LOCATION AND
40 320 40 320 DIMENSIONS ARE BASED IN REFERENCE
ANCH. LENGTH=0.766M 1-∅12-WB4 E.F (6.447m) DRAWING THRU TDJV SUBMITTAL:
25
40

(DOWEL BAR FOR 2ND NSCR-CP01-01-ST21-SD-R03-0791 TO 0795.

75

2 WEB BAR DETAILS FLIGHT BEAM) 6. THIS DRAWING SHALL BE READ IN

11 OF 36 SCALE 1:50MM CONJUNCTION TO THE LATEST CONCRETE
25
174

DRAWING PLAN, ARCHITECTURAL DETAIL

PLAN AND MEP DRAWING PRIOR TO THE
2-∅12-WB E.F ANCH. LENGTH=0.716M IMPLEMENTATION AT SITE.
700

620

620

LA 13
174

P 40 7. FOR BEAM STIRRUPS LOCATION OF HOOK

∅12-150-S10 LE SHALL BE ALTERNATE RIGHT AND LEFT
NG
TH SIDE OF CROSS SECTION.
316
3-∅25-B1 (3.503m)
174

7. CONSTRUCTION JOINT MAY ALTER

13 (DOWEL BAR FOR 2ND BASED ON SITE NEEDS.
400

3-∅25-B1 68 FLIGHT BEAM)

40

BEAM 400X700 9-∅12-S10-150mm (2.030m) ANCH. LENGTH=1.557M

CJ CJ
189 NORTH - SOUTH COMMUTER RAILWAY
H BEAM SECTION DETAILS 1735
(NSCR) PROJECT
11 OF 36 SCALE 1:25MM
(MALOLOS - TUTUBAN)
1 TOP AND BOTTOM BAR OF BEAM
11 OF 36 SCALE 1:50MM

WEST VALENZUELA

REPUBLIC OF THE PHILIPPINES FIRE EXIT STAIR 1

DEPARTMENT OF TRANSPORTATION SHOP DRAWING
(DOTr) RAILWAY SECTOR WEST VALENZUELA STATION
NSTren CONSORTIUM
NSCR PROJECT GENERAL CONSULTANT DATEM FIRE EXIT STAIR 1 (BEAMS)
NSCR-CP01-17-CV20-SD-R03-4471-1
PHILIPPINE NATIONAL RAILWAY TAISEI - DMCI JOINT VENTURE YOUR TRUSTED BUILDER
(PLAZA LEVEL TO STAIR LANDING)
(PNR) NORTH I (MALOLOS - TUTUBAN) PROJECT North - South Commuter Railway (NSCR) Project
Package 01 Elevated Structures, 6 Stations and Depot PART 3 OF 4 11 OF 36
AS SHOWN
 IN ABEYANCE 6
B C D 1 2 3 4 5 5'
526 322 254 C B
E A C D E

D
B B
426 A A

A
B
A TYPE 3 F

D
4

B TYPE 5

E
B

B
C C

A
B
579

A
A TYPE 6 TYPE 7 C
TYPE 1 A TYPE 2 TYPE 4 D
TYPE 8
ANCH. LENGTH=1.005M 36
00
3-∅25-T5 (5.281m) WEST VALENZUELA STATION
LA 13
P 40
LE PLAZA KEYPLAN
NG
TH

476 392 170

376
587

3-∅25-T11 (4.791m)
29 49
16 91
LA 13
P 40
LE
250 NG
T H
ANCH. LENGTH=1.213M
3-∅25-T4 (5.179m)

84
2
ANCH. LENGTH=0.773M
LEGEND:
188 LONGITUDINAL TOP BARS (LT)
LONGITUDINAL BOTTOM BARS (LB)
ANCH. LENGTH=1.030M FRAME BARS (FR)
447

TRANSVERSE TOP BARS (TT)

TRANSVERSE BOTTOM BARS (TB)
NOSING BARS (NB)
326 TOP BARS LAYER 1 (T)
56 TOP BARS LAYER 2 (T)
75
832 BOTTOM BARS (B)
3-∅25-T10 (5.863) WEB BARS (WB)
STIRRUPS (S)
CORNER STIRRUPS (CT)
LA 52
P (ZV)
LE 0 ZOCALO VERTICAL BARS
NG ZOCALO HORIZONTAL BARS (ZH)
TH
WALL VERTICAL BARS (VB)
1021 WALL HORIZONTAL BARS (HB)
CONSTRUCTION JOINT (CJ)
59 84 24-∅25-200-LT
2 4 2 1-∅12-WB3 E.F (3.896m)
LA BAR MARK
3-∅25-B4 (7.203m) P 520 SPACING
LE
NG BAR DIAMETER
ANCH. LENGTH=1.030M T H
188 979 QUANTITY
28
18 11 75
8 37 ANCH. LENGTH=1.030M
842
39 1-∅12-WB6 E.F (3.812m)
NOTE:
2148 95
1. ALL REINFORCING BARS SHALL BE DEFORMED
LA 13 LA
3-∅25-T9 (4.510m) P 40 P 520 TYPE AND CONFORM TO THE FOLLOWING:
LE LE GRADE 60, fy=414MPa (∅16 AND ABOVE)
NG NG
TH 28 TH GRADE 40, fy=275MPa (∅12 AND BELOW)
33
2. ALL DIMENSIONS ARE IN MILLIMETERS AND
ELEVATION ARE IN METERS UNLESS NOTED.
689

40 LA 3. THE MINIMUM CONCRETE COMPRESSIVE

37 P 520
LE CYLINDER STRENGTH
NG (f'c) SHALL BE AS FOLLOWS:
17 TH
96 1247
2193 BEAMS 36 MPa
348
294 1-∅12-WB2 E.F (7.834m) STAIRS 36 MPa
ANCH. LENGTH=1.037M 25 RC WALLS 36 MPa
92
3-∅25-B3 (4.700m) 1247 4. REINFORCEMENT DIAMETER, SPACING AND
DETAILS ARE BASED IN REFERENCE
711

LA 52 DRAWING OF:
P
LE 0
1 WEB BAR DETAILS 2 WEB BARS DETAILS 1-∅12-WB5 E.F (7.834m) NG
T
NSCR-DWG-VAL-ST-4202 & 4203.
H 5. FIRE EXIT STAIR 1 LOCATION AND
12 OF 36 SCALE 1:50MM 12 OF 36 SCALE 1:30MM DIMENSIONS ARE BASED IN REFERENCE
ANCH. LENGTH=1.005M 25 DRAWING THRU TDJV SUBMITTAL:
50 NSCR-CP01-01-ST21-SD-R03-0791 TO 0795.
6. THIS DRAWING SHALL BE READ IN
400 3-∅25-T1 400 3-∅25-T1 CONJUNCTION TO THE LATEST CONCRETE
LA
FILLER BAR 3-∅25-T2 320 320 FILLER BAR 3-∅25-T2 320 P 520 DRAWING PLAN, ARCHITECTURAL DETAIL
40 C.C 320 40 C.C 320 40 C.C 320 40 C.C 320 LE PLAN AND MEP DRAWING PRIOR TO THE
NG
40 C.C
40 C.C

TH IMPLEMENTATION AT SITE.
75
75

75
75

75 7. FOR BEAM STIRRUPS LOCATION OF HOOK

SHALL BE ALTERNATE RIGHT AND LEFT
SIDE OF CROSS SECTION.
7. CONSTRUCTION JOINT MAY ALTER
2-∅12-WB E.F 2-∅12-WB E.F BASED ON SITE NEEDS.
660
650

650
700
620

620

700
620

620

∅12-150-S3 ∅12-150-S3

NORTH - SOUTH COMMUTER RAILWAY

(NSCR) PROJECT
40 C.C

40 C.C

3-∅25-B1 3-∅25-B1
(MALOLOS - TUTUBAN)
BEAM 400X700 46-∅12-S3-150mm (2.030m) 2-∅12-CT4 (2.090m) 1-∅12-CT5 (2.110m) BEAM 400X700 46-∅12-S3-150mm (2.030m) 1-∅12-CT4 (2.090m)

I BEAM SECTION DETAILS J BEAM SECTION DETAILS

12 OF 36 SCALE 1:25MM 12 OF 36 SCALE 1:25MM

WEST VALENZUELA

REPUBLIC OF THE PHILIPPINES FIRE EXIT STAIR 1

DEPARTMENT OF TRANSPORTATION SHOP DRAWING
(DOTr) RAILWAY SECTOR WEST VALENZUELA STATION
NSTren CONSORTIUM
NSCR PROJECT GENERAL CONSULTANT DATEM FIRE EXIT STAIR 1 (BEAMS)
NSCR-CP01-17-CV20-SD-R03-4472-1
PHILIPPINE NATIONAL RAILWAY TAISEI - DMCI JOINT VENTURE YOUR TRUSTED BUILDER
(PLAZA LEVEL TO STAIR LANDING)
(PNR) NORTH I (MALOLOS - TUTUBAN) PROJECT North - South Commuter Railway (NSCR) Project
Package 01 Elevated Structures, 6 Stations and Depot PART 4 OF 4 12 OF 36
AS SHOWN
 6
1 2 3 4 5 5'

(20 RISER @172)

A 4

B C D B
C
D

C4
WEST VALENZUELA STATION
PLAZA KEYPLAN

4-∅12-200-TT1 C4
4-∅12-300-LT5
(LANDING)
50

250

FFL(+9.763) 15
48 81
SSL+9.713

200
S20
800

6-∅12-200-LB5
45
LA
3-∅12-300-TB1 P 520
EEB1 LE
NG
TH

500 460 63 EEB1

2
2335

31 3
61
40
(19 RISER @180)

6-∅12-200-LB4
1535

4-∅12-300-LT4
BE
3417

BE AM S1
AM : 30 5
(4 0x
00 22-∅12-300-TB3 60
x7 0
00
) 32-∅12-200-TT3
L
CONCOURSE LEVEL LEGEND:
FFL(+7.378) 15 OF 36 35 LA 52
P LONGITUDINAL TOP BARS (LT)
LE 0 (LB)
NG 15 1500 5320 LONGITUDINAL BOTTOM BARS
TH 81 1605 FRAME BARS (FR)
(LANDING) (19 TREAD @280)
TRANSVERSE TOP BARS (TT)
∅12-NB TRANSVERSE BOTTOM BARS (TB)
500 500 ∅12-300-FR NOSING BARS (NB)
1200

TOP BARS LAYER 1 (T)

4-∅12-300-LT3 TOP BARS LAYER 2 (T)
(LANDING) C4 30 L
50

(B)
16 /4
6-∅12-200-TT3 BOTTOM BARS
FFL(+6.347) 29 64 37-∅12-200-TT3 WEB BARS (WB)
PG4B STIRRUPS (S)
SSL+6.297 S15

200
S20 CORNER STIRRUPS (CT)
25-∅12-300-TB3 ZOCALO VERTICAL BARS (ZV)
ZOCALO HORIZONTAL BARS (ZH)
4-∅12-300-TB3 6-∅12-200-LB2 WALL VERTICAL BARS (VB)
LA 52
6-∅12-200-LB3 P
LE 0 WALL HORIZONTAL BARS (HB)
970 5040 25 NG
TH CONSTRUCTION JOINT (CJ)
(18 TREAD @280)
EEB1 24-∅25-200-LT

0
108

20
BAR MARK
66 FIRE EXIT STAIR 1 SPACING
55
BAR DIAMETER
4628

33
28 QUANTITY
EEB1
(19 RISER @180)

20
NOTE:
1. ALL REINFORCING BARS SHALL BE DEFORMED
3417

TYPE AND CONFORM TO THE FOLLOWING:

4-∅12-300-LT2 GRADE 60, fy=414MPa (∅16 AND ABOVE)
GRADE 40, fy=275MPa (∅12 AND BELOW)
BE ∅12-NB
AM 2. ALL DIMENSIONS ARE IN MILLIMETERS AND
(4 ELEVATION ARE IN METERS UNLESS NOTED.
00x
70 LA
0) P 520 ∅12-300-FR
3. THE MINIMUM CONCRETE COMPRESSIVE
K LE
15 NG CYLINDER STRENGTH
TH L/
C4 15 OF 36 16 4 (f'c) SHALL BE AS FOLLOWS:
64
4-∅12-300-LT1 BEAMS 36 MPa
STAIRS 36 MPa
5-∅12-200-TT2 RC WALLS 36 MPa
IN ABEYANCE 4. REINFORCEMENT DIAMETER, SPACING AND

25
102

25
DETAILS ARE BASED IN REFERENCE
STEPS 1 10 DRAWING OF:
50

50

PLAZA LEVEL
130

FFL(+2.75) NSCR-DWG-VAL-ST-4202 & 4203.

25
9
5. FIRE EXIT STAIR 1 LOCATION AND
SSL+2.70

200
LA S20 DIMENSIONS ARE BASED IN REFERENCE
P 520 DRAWING THRU TDJV SUBMITTAL:
LE

25
NG NSCR-CP01-01-ST21-SD-R03-0791 TO 0795.
T H
(8 RISER @172)

4-∅12-300-TB2 6. THIS DRAWING SHALL BE READ IN

CONJUNCTION TO THE LATEST CONCRETE
6-∅12-200-LB1 DRAWING PLAN, ARCHITECTURAL DETAIL
1378
1450

EEB1 PLAN AND MEP DRAWING PRIOR TO THE

CJ CJ IMPLEMENTATION AT SITE.
400 7. FOR BEAM STIRRUPS LOCATION OF HOOK
100 SHALL BE ALTERNATE RIGHT AND LEFT
SIDE OF CROSS SECTION.
7. CONSTRUCTION JOINT MAY ALTER
BASED ON SITE NEEDS.

FIRE EXIT STAIR 1 (PLAZA TO LANDING +9.763)

B STAIR REINFORCEMENT DETAILS NORTH - SOUTH COMMUTER RAILWAY
13 OF 36 SCALE 1:50MM
(NSCR) PROJECT
(MALOLOS - TUTUBAN)

WEST VALENZUELA

REPUBLIC OF THE PHILIPPINES FIRE EXIT STAIR 1

DEPARTMENT OF TRANSPORTATION SHOP DRAWING
(DOTr) RAILWAY SECTOR WEST VALENZUELA STATION
NSTren CONSORTIUM
NSCR PROJECT GENERAL CONSULTANT DATEM FIRE EXIT STAIR 1 (STAIR)
NSCR-CP01-17-CV20-SD-R03-4473-1
PHILIPPINE NATIONAL RAILWAY TAISEI - DMCI JOINT VENTURE YOUR TRUSTED BUILDER
(PLAZA LEVEL TO STAIR LANDING)
(PNR) NORTH I (MALOLOS - TUTUBAN) PROJECT North - South Commuter Railway (NSCR) Project
Package 01 Elevated Structures, 6 Stations and Depot PART 1 OF 4 13 OF 36
AS SHOWN
 6
1 2 3 4 5 5'
IN ABEYANCE
A 4

B
1 C
1500 D
625
150 1200 150
4-∅12-300-LT4 1788
WEST VALENZUELA STATION
25
∅12-NB ∅12-200-TT3
4-∅12-300-LT3
PLAZA KEYPLAN
15
82

192
7 221
CJ CJ 336
180

ANCH. LENGTH=0.378M
462

4-∅12-300-LT1 (2.137m)
200

ANCH. LENGTH=0.528M

25
6-∅12-200-LB4 ∅12-300-TB3
500

LA 52
P
5-∅12-300-FR LE 0
NG
BEAM TH

400
6-∅12-200-LB2
FIRE EXIT STAIR 1 (PLAZA TO LANDING +6.347) 21
45
C BEAM AND STAIR CROSS SECTION DETAILS 19
LEGEND:
1:20MM 7 LONGITUDINAL TOP BARS (LT)
14 OF 36 SCALE 4-∅12-300-LT2 (2.302m)
LONGITUDINAL BOTTOM BARS (LB)
FRAME BARS (FR)
CJ
157 TRANSVERSE TOP BARS (TT)
TRANSVERSE BOTTOM BARS (TB)
ANCH. LENGTH=0.354M NOSING BARS (NB)
TOP BARS LAYER 1 (T)
IN ABEYANCE TOP BARS LAYER 2 (T)
BOTTOM BARS (B)
6-∅12-200-LB1 (2.332m) WEB BARS (WB)
∅12-300-FR STIRRUPS (S)
1606 CORNER STIRRUPS (CT)
51 ZOCALO VERTICAL BARS (ZV)
ZOCALO HORIZONTAL BARS (ZH)
53
∅12-NB 4 WALL VERTICAL BARS (VB)
LA

192
P 520 CJ CJ
WALL HORIZONTAL BARS (HB)
LE
NG 325 CONSTRUCTION JOINT (CJ)
TH
24-∅25-200-LT
305 ANCH. LENGTH=0.585M
1 LONGITUDINAL TOP AND BOTTOM BARS DETAILS BAR MARK
SPACING
25 280 ∅12-200-TT
25

14 OF 36 SCALE 1:50MM ANCH. LENGTH=0.517M BAR DIAMETER

0

QUANTITY
20

25

NOTE:
180
25

∅12-300-LT 1. ALL REINFORCING BARS SHALL BE DEFORMED

TYPE AND CONFORM TO THE FOLLOWING:
GRADE 60, fy=414MPa (∅16 AND ABOVE)
GRADE 40, fy=275MPa (∅12 AND BELOW)
2. ALL DIMENSIONS ARE IN MILLIMETERS AND
ELEVATION ARE IN METERS UNLESS NOTED.
C 3. THE MINIMUM CONCRETE COMPRESSIVE
B D 485 CYLINDER STRENGTH
B (f'c) SHALL BE AS FOLLOWS:

B
A

A 27 BEAMS 36 MPa
5
A STAIRS 36 MPa
TYPE 1 TYPE 2 TYPE 3 RC WALLS 36 MPa

270
ANCH. LENGTH=0.360M 4. REINFORCEMENT DIAMETER, SPACING AND
DETAILS ARE BASED IN REFERENCE
CJ DRAWING OF:
360 NSCR-DWG-VAL-ST-4202 & 4203.
403 5. FIRE EXIT STAIR 1 LOCATION AND
∅12-300-TB DIMENSIONS ARE BASED IN REFERENCE
5-∅12-300-FR1 c/c (1.433m) DRAWING THRU TDJV SUBMITTAL:
NSCR-CP01-01-ST21-SD-R03-0791 TO 0795.
∅12-200-LB FOR STEP 10
6. THIS DRAWING SHALL BE READ IN
(DOWEL BAR FOR 2ND CONJUNCTION TO THE LATEST CONCRETE
FLIGHT STAIRCASE) DRAWING PLAN, ARCHITECTURAL DETAIL
PLAN AND MEP DRAWING PRIOR TO THE
K STAIR TREAD BLOW-UP DETAIL IMPLEMENTATION AT SITE.
14 OF 36 SCALE 1:15MM 7. FOR BEAM STIRRUPS LOCATION OF HOOK
2 FRAMING BARS DETAILS SHALL BE ALTERNATE RIGHT AND LEFT
SIDE OF CROSS SECTION.
14 OF 36 SCALE 1:25MM
7. CONSTRUCTION JOINT MAY ALTER
BASED ON SITE NEEDS.

NORTH - SOUTH COMMUTER RAILWAY

(NSCR) PROJECT
(MALOLOS - TUTUBAN)

WEST VALENZUELA

REPUBLIC OF THE PHILIPPINES FIRE EXIT STAIR 1

DEPARTMENT OF TRANSPORTATION SHOP DRAWING
(DOTr) RAILWAY SECTOR WEST VALENZUELA STATION
NSTren CONSORTIUM
NSCR PROJECT GENERAL CONSULTANT DATEM FIRE EXIT STAIR 1 (STAIR)
NSCR-CP01-17-CV20-SD-R03-4474-1
PHILIPPINE NATIONAL RAILWAY TAISEI - DMCI JOINT VENTURE YOUR TRUSTED BUILDER
(PLAZA LEVEL TO STAIR LANDING)
(PNR) NORTH I (MALOLOS - TUTUBAN) PROJECT North - South Commuter Railway (NSCR) Project
Package 01 Elevated Structures, 6 Stations and Depot PART 1 OF 4 14 OF 36
AS SHOWN
 6
IN ABEYANCE 1 2 3 4 5 5'

A 4

B
C
D

WEST VALENZUELA STATION

PLAZA KEYPLAN

428 201 371

328

192
21
07
ANCH. LENGTH=0.520M LA
P 520
LE
NG
4-∅12-300-LT5 (3.299m) T H

∅12-300-FR

∅12-NB

305
LEGEND:
25

25 280 ∅12-200-TT LONGITUDINAL TOP BARS (LT)

0

LONGITUDINAL BOTTOM BARS (LB)

20

25 FRAME BARS (FR)

TRANSVERSE TOP BARS (TT)
305 4-∅12-300-LT4 (5.177m) 49 TRANSVERSE BOTTOM BARS (TB)
25

180

92 NOSING BARS (NB)

∅12-300-LT 21
5 TOP BARS LAYER 1 (T)
TOP BARS LAYER 2 (T)
BOTTOM BARS (B)
ANCH. LENGTH=0.520M WEB BARS (WB)
STIRRUPS (S)
CORNER STIRRUPS (CT)
ZOCALO VERTICAL BARS (ZV)
ZOCALO HORIZONTAL BARS (ZH)
WALL VERTICAL BARS (VB)
21 WALL HORIZONTAL BARS (HB)
5
CONSTRUCTION JOINT (CJ)
54 185 24-∅25-200-LT
6-∅12-200-LB4 (5.759m) 54
BAR MARK
ANCH. LENGTH=0.400M SPACING
BAR DIAMETER
QUANTITY

NOTE:
∅12-300-TB
1. ALL REINFORCING BARS SHALL BE DEFORMED
TYPE AND CONFORM TO THE FOLLOWING:
∅12-200-LB LA GRADE 60, fy=414MPa (∅16 AND ABOVE)
P 520 GRADE 40, fy=275MPa (∅12 AND BELOW)
LE
NG
T H 2. ALL DIMENSIONS ARE IN MILLIMETERS AND
L STAIR TREAD BLOW-UP DETAIL ELEVATION ARE IN METERS UNLESS NOTED.
15 OF 36 SCALE 1:15MM 3. THE MINIMUM CONCRETE COMPRESSIVE
1185 CYLINDER STRENGTH
30 (f'c) SHALL BE AS FOLLOWS:
328 215 5
BEAMS 36 MPa
192 STAIRS 36 MPa
16 1477
46 RC WALLS 36 MPa
6-∅12-200-LB5 (1.682m) 30
5
215 4. REINFORCEMENT DIAMETER, SPACING AND
ANCH. LENGTH=0.520M ANCH. LENGTH=0.520M DETAILS ARE BASED IN REFERENCE
DRAWING OF:
NSCR-DWG-VAL-ST-4202 & 4203.
ANCH. LENGTH=0.520M
6-∅12-200-LB3 (3.428m) 5. FIRE EXIT STAIR 1 LOCATION AND
DIMENSIONS ARE BASED IN REFERENCE
DRAWING THRU TDJV SUBMITTAL:
NSCR-CP01-01-ST21-SD-R03-0791 TO 0795.
6. THIS DRAWING SHALL BE READ IN
CONJUNCTION TO THE LATEST CONCRETE
1 LONGITUDINAL TOP AND BOTTOM BARS DETAILS DRAWING PLAN, ARCHITECTURAL DETAIL
PLAN AND MEP DRAWING PRIOR TO THE
15 OF 36 SCALE 1:50MM IMPLEMENTATION AT SITE.
7. FOR BEAM STIRRUPS LOCATION OF HOOK
SHALL BE ALTERNATE RIGHT AND LEFT
SIDE OF CROSS SECTION.
7. CONSTRUCTION JOINT MAY ALTER
BASED ON SITE NEEDS.

NORTH - SOUTH COMMUTER RAILWAY

(NSCR) PROJECT
(MALOLOS - TUTUBAN)

WEST VALENZUELA

REPUBLIC OF THE PHILIPPINES FIRE EXIT STAIR 1

DEPARTMENT OF TRANSPORTATION SHOP DRAWING
(DOTr) RAILWAY SECTOR WEST VALENZUELA STATION
NSTren CONSORTIUM
NSCR PROJECT GENERAL CONSULTANT DATEM FIRE EXIT STAIR 1 (STAIR)
NSCR-CP01-17-CV20-SD-R03-4475-1
PHILIPPINE NATIONAL RAILWAY TAISEI - DMCI JOINT VENTURE YOUR TRUSTED BUILDER
(PLAZA LEVEL TO STAIR LANDING)
(PNR) NORTH I (MALOLOS - TUTUBAN) PROJECT North - South Commuter Railway (NSCR) Project
Package 01 Elevated Structures, 6 Stations and Depot PART 3 OF 4 15 OF 36
AS SHOWN
 6
IN ABEYANCE 1 2 3 4 5 5'

A 4

B
1
C
1500 625 D
150 1200 150
4-∅12-300-LT4
WEST VALENZUELA STATION
∅12-NB ∅12-200-TT3
PLAZA KEYPLAN
82
180
462
200

C C
D
B B B C D B

B
C

B
B A C E
∅12-300-TB3

A
6-∅12-200-LB4

A
500

C
A
A A
5-∅12-300-FR TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 TYPE 7
BEAM

FIRE EXIT STAIR 1 (LANDING 6.347 TO LANDING +9.763)

D BEAM AND STAIR CROSS SECTION DETAILS
16 OF 36 SCALE 1:20MM LEGEND:
LONGITUDINAL TOP BARS (LT)
LONGITUDINAL BOTTOM BARS (LB)
1460 FRAME BARS (FR)
TRANSVERSE TOP BARS (TT)
TRANSVERSE BOTTOM BARS (TB)
39-∅12-NB (1.844m) NOSING BARS (NB)
192

192
TOP BARS LAYER 1 (T)
TOP BARS LAYER 2 (T)
BOTTOM BARS (B)
WEB BARS (WB)
STIRRUPS (S)
1460 CORNER STIRRUPS (CT)
ZOCALO VERTICAL BARS (ZV)
ZOCALO HORIZONTAL BARS (ZH)
69-∅12-200-TT3 (1.756m)
148

148

WALL VERTICAL BARS (VB)

WALL HORIZONTAL BARS (HB)
CONSTRUCTION JOINT (CJ)
24-∅25-200-LT
BAR MARK
148

148

47-∅12-300-TB3 (1.756m) SPACING

BAR DIAMETER
QUANTITY
1460
NOTE:
1. ALL REINFORCING BARS SHALL BE DEFORMED
TYPE AND CONFORM TO THE FOLLOWING:
1 NOSING, TRANSVERSE TOP & BOTTOM BAR DETAILS GRADE 60, fy=414MPa (∅16 AND ABOVE)
16 OF 36 SCALE 1:20MM GRADE 40, fy=275MPa (∅12 AND BELOW)
2. ALL DIMENSIONS ARE IN MILLIMETERS AND
ELEVATION ARE IN METERS UNLESS NOTED.
3. THE MINIMUM CONCRETE COMPRESSIVE
CYLINDER STRENGTH
(f'c) SHALL BE AS FOLLOWS:
BEAMS 36 MPa
STAIRS 36 MPa
RC WALLS 36 MPa

485 4. REINFORCEMENT DIAMETER, SPACING AND

485 DETAILS ARE BASED IN REFERENCE
27
5 DRAWING OF:
NSCR-DWG-VAL-ST-4202 & 4203.
5. FIRE EXIT STAIR 1 LOCATION AND
DIMENSIONS ARE BASED IN REFERENCE
270

270

DRAWING THRU TDJV SUBMITTAL:

NSCR-CP01-01-ST21-SD-R03-0791 TO 0795.
6. THIS DRAWING SHALL BE READ IN
CONJUNCTION TO THE LATEST CONCRETE
30 30 DRAWING PLAN, ARCHITECTURAL DETAIL
3 3
PLAN AND MEP DRAWING PRIOR TO THE
IMPLEMENTATION AT SITE.
7. FOR BEAM STIRRUPS LOCATION OF HOOK
5-∅12-300-FR2 c/c (1.333m) 5-∅12-300-FR3 c/c (1.058m) SHALL BE ALTERNATE RIGHT AND LEFT
SIDE OF CROSS SECTION.
FOR STEP 11 TO 28 FOR STEP 29
7. CONSTRUCTION JOINT MAY ALTER
(18 SETS) BASED ON SITE NEEDS.

2 FRAMING BARS DETAILS NORTH - SOUTH COMMUTER RAILWAY

16 OF 36 SCALE 1:25MM (NSCR) PROJECT
(MALOLOS - TUTUBAN)

WEST VALENZUELA

REPUBLIC OF THE PHILIPPINES FIRE EXIT STAIR 1

DEPARTMENT OF TRANSPORTATION SHOP DRAWING
(DOTr) RAILWAY SECTOR WEST VALENZUELA STATION
NSTren CONSORTIUM
NSCR PROJECT GENERAL CONSULTANT DATEM FIRE EXIT STAIR 1 (STAIR)
NSCR-CP01-17-CV20-SD-R03-4476-1
PHILIPPINE NATIONAL RAILWAY TAISEI - DMCI JOINT VENTURE YOUR TRUSTED BUILDER
(PLAZA LEVEL TO STAIR LANDING)
(PNR) NORTH I (MALOLOS - TUTUBAN) PROJECT North - South Commuter Railway (NSCR) Project
Package 01 Elevated Structures, 6 Stations and Depot PART 4 OF 4 16 OF 36
AS SHOWN
 6
IN ABEYANCE 1 2 3 4 5 5'

A 4

B
C
D

WEST VALENZUELA STATION

PLAZA KEYPLAN

B C D

8170 6265 700

500 950 5600 1620 500 2240 1450 475 100
125
150 350 (20 THREAD @280) LOUVER (LANDING) 350 150 (280 THREAD @8) 240 1210
STORMPROOF 120 ROOF SLAB LINE
150

125

150
150

150
700

-2361

EEB1 500x800(-2534)

13
550

550
ZOCALO S20
H100 200
RC UPSTAND

1200
1650
FFL(+13.207) H250
1200
400

400
DN SSL+13.157 ROOF SLAB LEGEND:
STORMPROOF
EEB1 500x800(+2335)

BEAM(400x700) SL=FFL-2361 BEAM(400x700) LINE

LOUVER LONGITUDINAL TOP BARS (LT)
380 400 LONGITUDINAL BOTTOM BARS (LB)
RC UPSTAND 850 100

EEB1 500x800(-50)
H250 ZOCALO 100 125 STORMPROOF FRAME BARS (FR)
48 50 55 H100 60 65 68 5 9 LOUVER
ZOCALO (TT)

3775
STORMPROOF -50 TRANSVERSE TOP BARS
H100 RC UPSTAND
150

150
LOUVER S20 TRANSVERSE BOTTOM BARS (TB)
1100

1100
+2335
200 H250
150

150
S20 NOSING BARS (NB)
3775

200 -1081 TOP BARS LAYER 1 (T)

FFL(+2.75)

3625
125 100 47 45 40 35 30 29 25 20 15 10 395
S20 SSL+2.70 TOP BARS LAYER 2 (T)

EEB1 500x800(+2010)
EEB1 500x800(-1700)
1200 ∅100MM
150 120 200 SL=FFL-50 ROOF DRAIN BOTTOM BARS (B)
∅125MM WEB BARS (WB)
1200

1200
400

400
PIPE SLEEVE STIRRUPS (S)
BEAM(400x700) FL-1200 CORNER STIRRUPS (CT)
FFL(+9.763) (ZV)

2125
FFL(+6.347) BEAM(400x700) ZOCALO VERTICAL BARS
SSL+9.9713 ZOCALO SSL+6.297 ZOCALO HORIZONTAL BARS (ZH)
H100
575

163
SL=FFL+2335 SL=FFL-1081 WALL VERTICAL BARS (VB)
(HB)
150

150
WALL HORIZONTAL BARS

1175
150 CONSTRUCTION JOINT (CJ)

150
225 24-∅25-200-LT

800
25
600

600

600
BLOCK WALL BLOCK WALL BAR MARK
450

450
SPACING
BAR DIAMETER
1
400 200

QUANTITY
600

600

600
PG4B 800x1200(-125) PG4B 800x1200(-125)
NOTE:

800
C4 C4
1. ALL REINFORCING BARS SHALL BE DEFORMED
C2 TYPE AND CONFORM TO THE FOLLOWING:
GRADE 60, fy=414MPa (∅16 AND ABOVE)
500 500 380 500 700 700 GRADE 40, fy=275MPa (∅12 AND BELOW)
120
1250 4760 1500 5320 1605 2. ALL DIMENSIONS ARE IN MILLIMETERS AND
(LANDING) ELEVATION ARE IN METERS UNLESS NOTED.
(LANDING) (17 THREAD @280) (19 THREAD @280)
3. THE MINIMUM CONCRETE COMPRESSIVE
CYLINDER STRENGTH
(f'c) SHALL BE AS FOLLOWS:
BEAMS 36 MPa
STAIRS 36 MPa
RC WALLS 36 MPa

4. REINFORCEMENT DIAMETER, SPACING AND

FIRE EXIT STAIR 1 (PLAZA TO LANDING +9.763) DETAILS ARE BASED IN REFERENCE
DRAWING OF:
1 ZOCALO, NOSING AMD FRAME BARS REBAR ARRANGEMENT NSCR-DWG-VAL-ST-4202 & 4203.
17 OF 36 SCALE 1:60MM 5. FIRE EXIT STAIR 1 LOCATION AND
DIMENSIONS ARE BASED IN REFERENCE
DRAWING THRU TDJV SUBMITTAL:
NSCR-CP01-01-ST21-SD-R03-0791 TO 0795.
6. THIS DRAWING SHALL BE READ IN
CONJUNCTION TO THE LATEST CONCRETE
DRAWING PLAN, ARCHITECTURAL DETAIL
PLAN AND MEP DRAWING PRIOR TO THE
IMPLEMENTATION AT SITE.
7. FOR BEAM STIRRUPS LOCATION OF HOOK
SHALL BE ALTERNATE RIGHT AND LEFT
SIDE OF CROSS SECTION.
7. CONSTRUCTION JOINT MAY ALTER
BASED ON SITE NEEDS.

NORTH - SOUTH COMMUTER RAILWAY

(NSCR) PROJECT
(MALOLOS - TUTUBAN)

WEST VALENZUELA

REPUBLIC OF THE PHILIPPINES FIRE EXIT STAIR 1

DEPARTMENT OF TRANSPORTATION SHOP DRAWING
(DOTr) RAILWAY SECTOR WEST VALENZUELA STATION
NSTren CONSORTIUM
NSCR PROJECT GENERAL CONSULTANT DATEM FIRE EXIT STAIR 1 (ZOCALO & LANDING)
NSCR-CP01-17-CV20-SD-R03-4477-1
PHILIPPINE NATIONAL RAILWAY TAISEI - DMCI JOINT VENTURE YOUR TRUSTED BUILDER
(PLAZA LEVEL TO STAIR LANDING)
(PNR) NORTH I (MALOLOS - TUTUBAN) PROJECT North - South Commuter Railway (NSCR) Project
Package 01 Elevated Structures, 6 Stations and Depot PART 1 OF 3 17 OF 36
AS SHOWN
 6
IN ABEYANCE 1 2 3 4 5 5'

(20 RISER @172)

A 4

B C D B
C4 C
55 D
STORMPROOF
LOUVER
0) WEST VALENZUELA STATION
70
0x
125 100
AM
( 40 PLAZA KEYPLAN
1000 BE 100 125
500 500
50
C4
150 350 500
(LANDING) 31-∅12-200-ZV4 E.F
50

350 150
250

FFL(+9.763) 48

SSL+9.713

200
S20

200
45
800

800
EEB1

500 460 852 EEB1

2335

40
500
(19 RISER @180)

0
1535

15
BE
3417

BE AM S1
AM : 30 5
(4 0x
00 60
x7

0
0

0
45
00

60
)
CONCOURSE LEVEL 35
LEGEND:
FFL(+7.378) LONGITUDINAL TOP BARS (LT)
1500 5320 LONGITUDINAL BOTTOM BARS (LB)
(LANDING) (19 TREAD @280) 1605 FRAME BARS (FR)
TRANSVERSE TOP BARS (TT)
5-∅12-ZV1 E.F TRANSVERSE BOTTOM BARS (TB)
500 500 NOSING BARS (NB)
1200

1267
30 520 TOP BARS LAYER 1 (T)
LAP LENGTH 1-∅12-ZV5 E.F TOP BARS LAYER 2 (T)
(LANDING) C4
50

29 32-∅12-200-ZV4 E.F BOTTOM BARS (B)

FFL(+6.347) WEB BARS (WB)
PG4B STIRRUPS (S)
SSL+6.297 S15
S20 CORNER STIRRUPS (CT)

150
ZOCALO VERTICAL BARS (ZV)
1-∅12-ZV6 E.F ZOCALO HORIZONTAL BARS (ZH)
WALL VERTICAL BARS (VB)

450
1-∅12-ZV7 E.F 25 WALL HORIZONTAL BARS (HB)
CONSTRUCTION JOINT (CJ)
970 5040 EEB1 24-∅25-200-LT
(18 TREAD @280) BAR MARK

800
400 SPACING
100 BAR DIAMETER
4628

1311 QUANTITY
EEB1
(19 RISER @180)

20 108
500 NOTE:
FIRE EXIT STAIR 1
1. ALL REINFORCING BARS SHALL BE DEFORMED
3417

TYPE AND CONFORM TO THE FOLLOWING:

GRADE 60, fy=414MPa (∅16 AND ABOVE)
GRADE 40, fy=275MPa (∅12 AND BELOW)
BE
AM 2. ALL DIMENSIONS ARE IN MILLIMETERS AND
(4 ELEVATION ARE IN METERS UNLESS NOTED.
00x
70 15
0) 3. THE MINIMUM CONCRETE COMPRESSIVE
C4 CYLINDER STRENGTH
(f'c) SHALL BE AS FOLLOWS:
150
BEAMS 36 MPa
1000
STAIRS 36 MPa
125 375 500 RC WALLS 36 MPa

4. REINFORCEMENT DIAMETER, SPACING AND

102 10
DETAILS ARE BASED IN REFERENCE
STEPS 1 DRAWING OF:
50

50

PLAZA LEVEL
130

FFL(+2.75) 9 NSCR-DWG-VAL-ST-4202 & 4203.

5. FIRE EXIT STAIR 1 LOCATION AND
SSL+2.70 DIMENSIONS ARE BASED IN REFERENCE
S20
DRAWING THRU TDJV SUBMITTAL:
NSCR-CP01-01-ST21-SD-R03-0791 TO 0795.
(8 RISER @172)

1-∅12-ZV1 E.F 6. THIS DRAWING SHALL BE READ IN

5 CONJUNCTION TO THE LATEST CONCRETE
EEB1
1-∅12-ZV2 E.F DRAWING PLAN, ARCHITECTURAL DETAIL
1378
1450

1-∅12-ZV3 E.F PLAN AND MEP DRAWING PRIOR TO THE

IMPLEMENTATION AT SITE.
400 7. FOR BEAM STIRRUPS LOCATION OF HOOK
100 SHALL BE ALTERNATE RIGHT AND LEFT
150 1 SIDE OF CROSS SECTION.
50

7. CONSTRUCTION JOINT MAY ALTER

BASED ON SITE NEEDS.

FIRE EXIT STAIR 1 (PLAZA TO LANDING +9.763)

1 ZOCALO REINFORCEMENT DETAILS NORTH - SOUTH COMMUTER RAILWAY
18 OF 36 SCALE 1:50MM
(NSCR) PROJECT
(MALOLOS - TUTUBAN)

WEST VALENZUELA

REPUBLIC OF THE PHILIPPINES FIRE EXIT STAIR 1

DEPARTMENT OF TRANSPORTATION SHOP DRAWING
(DOTr) RAILWAY SECTOR WEST VALENZUELA STATION
NSTren CONSORTIUM
NSCR PROJECT GENERAL CONSULTANT DATEM FIRE EXIT STAIR 1 (ZOCALO & LANDING)
NSCR-CP01-17-CV20-SD-R03-4478-1
PHILIPPINE NATIONAL RAILWAY TAISEI - DMCI JOINT VENTURE YOUR TRUSTED BUILDER
(PLAZA LEVEL TO STAIR LANDING)
(PNR) NORTH I (MALOLOS - TUTUBAN) PROJECT North - South Commuter Railway (NSCR) Project
Package 01 Elevated Structures, 6 Stations and Depot PART 2 OF 3 18 OF 36
AS SHOWN
 1 6
IN ABEYANCE 1 1 2 3 4 5 5'
1500
3175 625
600
150 550 400 1100 400 575
150 1200 150 A 4

B
4-∅12-300-LT3 ∅12-200-TT3
4-∅12-300-LT1 4-∅12-300-LT5
C

100
D

300
∅12-200-TT1

200
250
WEST VALENZUELA STATION
PLAZA KEYPLAN
450

∅12-300-TB3
200

6-∅12-200-LB3

500
∅12-300-TB1 BEAM

6-∅12-200-LB1 6-∅12-200-LB5
500

1460
BEAM BEAM

6-∅12-200-TT3 (1.756m)

148

148
3135

148

148
4-∅12-300-TB3 (1.756m)
4-∅12-200-TT1 (3.431m)
148

148
1460

E LANDING CROSS SECTION DETAILS

19 OF 36 SCALE 1:20MM LEGEND:
148

148
3-∅12-300-TB1 (3.431m) LONGITUDINAL TOP BARS (LT)
LONGITUDINAL BOTTOM BARS (LB)
FRAME BARS (FR)
3135 TRANSVERSE TOP BARS (TT)
TRANSVERSE BOTTOM BARS (TB)
NOSING BARS (NB)
TOP BARS LAYER 1 (T)
TOP BARS LAYER 2 (T)
BOTTOM BARS (B)
F LANDING CROSS SECTION DETAILS WEB BARS (WB)
19 OF 36 SCALE 1:20MM STIRRUPS (S)
CORNER STIRRUPS (CT)
ZOCALO VERTICAL BARS (ZV)
150 ZOCALO HORIZONTAL BARS (ZH)
20 20 WALL VERTICAL BARS (VB)
110 WALL HORIZONTAL BARS (HB)

20
CONSTRUCTION JOINT (CJ)
24-∅25-200-LT
1175
VARIES
BAR MARK
SPACING
VARIES

VARIES
BAR DIAMETER
QUANTITY

74-∅12-200-ZV1 TO ZV7 E.F. NOTE:

168
1. ALL REINFORCING BARS SHALL BE DEFORMED
TYPE AND CONFORM TO THE FOLLOWING:
150 GRADE 60, fy=414MPa (∅16 AND ABOVE)
150 GRADE 40, fy=275MPa (∅12 AND BELOW)
58
2. ALL DIMENSIONS ARE IN MILLIMETERS AND
ELEVATION ARE IN METERS UNLESS NOTED.
3. THE MINIMUM CONCRETE COMPRESSIVE
CYLINDER STRENGTH
1 ZOCALO VERTICAL BAR DETAILS (f'c) SHALL BE AS FOLLOWS:
66 19 OF 36 SCALE 1:20MM
83 BEAMS 36 MPa
STAIRS 36 MPa
RC WALLS 36 MPa
1-∅12-ZH1 E.F. (8.000m) 4. REINFORCEMENT DIAMETER, SPACING AND
DETAILS ARE BASED IN REFERENCE
DRAWING OF:
NSCR-DWG-VAL-ST-4202 & 4203.
5. FIRE EXIT STAIR 1 LOCATION AND
DIMENSIONS ARE BASED IN REFERENCE
DRAWING THRU TDJV SUBMITTAL:
63 NSCR-CP01-01-ST21-SD-R03-0791 TO 0795.
50
6. THIS DRAWING SHALL BE READ IN
CONJUNCTION TO THE LATEST CONCRETE
DRAWING PLAN, ARCHITECTURAL DETAIL
1-∅12-ZH2 E.F. (7.000m) PLAN AND MEP DRAWING PRIOR TO THE
IMPLEMENTATION AT SITE.
7. FOR BEAM STIRRUPS LOCATION OF HOOK
SHALL BE ALTERNATE RIGHT AND LEFT
142 SIDE OF CROSS SECTION.
7. CONSTRUCTION JOINT MAY ALTER
BASED ON SITE NEEDS.

C NORTH - SOUTH COMMUTER RAILWAY

592 B
A
(NSCR) PROJECT
(MALOLOS - TUTUBAN)

D
A

B
2 ZOCALO HORIZONTAL BAR DETAILS

B
19 OF 36 SCALE 1:50MM A C

TYPE 1 TYPE 2 TYPE 3

WEST VALENZUELA

REPUBLIC OF THE PHILIPPINES FIRE EXIT STAIR 1

DEPARTMENT OF TRANSPORTATION SHOP DRAWING
(DOTr) RAILWAY SECTOR WEST VALENZUELA STATION
NSTren CONSORTIUM
NSCR PROJECT GENERAL CONSULTANT DATEM FIRE EXIT STAIR 1 (ZOCALO & LANDING)
NSCR-CP01-17-CV20-SD-R03-4479-1
PHILIPPINE NATIONAL RAILWAY TAISEI - DMCI JOINT VENTURE YOUR TRUSTED BUILDER
(PLAZA LEVEL TO STAIR LANDING)
(PNR) NORTH I (MALOLOS - TUTUBAN) PROJECT North - South Commuter Railway (NSCR) Project
Package 01 Elevated Structures, 6 Stations and Depot PART 3 OF 3 19 OF 36
AS SHOWN
 6
IN ABEYANCE B C 1 2 3 4 5 5'

(13 RISER @180)

75
PG5 PG1 PG5

0
2340

20
500 300 BE 300 500 A
AM
(4
4

00 B

0
x7

50
00 BLOCK WALL STORMPROOF
) LOUVER
44 1-∅12-WB2 E.F C
16 100 125
70
8-∅12-150-S3 D
350 150
3-∅25-T3 400 3-∅25-T1
(LANDING) 3-∅25-T6 320
FILLER BAR 3-∅25-T2
WEST VALENZUELA STATION

250
FFL(+13.207) 68 40 C.C 320 40 C.C 320

40 C.C
50

C.C
40
SSL+13.157
PLAZA KEYPLAN

200
S20

75
75
40 H
13 ENGT 65

700

800
74 L

500
65 P
LA
5805

6
28

C.C
3

40
EEB1 2-∅12-WB E.F

650
1-∅12-WB4 E.F

620

620
700
40 TH
13 ENG 3-∅25-B3
L ∅12-150-S3
LAP
1-∅12-CT3
60

40
C.
5320

C
(20 RISER @172)

225 150 1580 1620 500

(19 TREAD @280)

40 C.C
3-∅25-B1
8169

3444

20
9-∅12-S3-150mm (2.030m) 1-∅12-CT4 (2.090m)

40
BEAM 400X700

C.
44
C4 16

C
55

50
STORMPROOF

0
LOUVER 40 TH
13 ENG 0 H
125 100 LA
P
L
3-∅25-T2 52 ENGT
P
L F BEAM SECTION DETAILS
3-∅25-T5 ) LA
00 20 OF 36 SCALE 1:25MM
x7
00 S3
(4 0-
9-∅12-150-S3 AM 15
BE 2-
500 500 125
1-∅12-WB1 E.F 50 - ∅1 C4
3-∅25-T1 43
3-∅25-T4 3-∅25-B2
(LANDING)
50

150
48
250

FFL(+9.763)
C.C

3-∅25-T1
40

SSL+9.713 400
200

S20
FILLER BAR 3-∅25-T2 320

200
40 C.C 320 40 C.C 320 LEGEND:

40 C.C
45
800

500

LONGITUDINAL TOP BARS (LT)

75
75
LONGITUDINAL BOTTOM BARS (LB)
C.C

(FR)
40

FRAME BARS

800
EEB1
TRANSVERSE TOP BARS (TT)
TRANSVERSE BOTTOM BARS (TB)
500 500 EEB1 2-∅12-WB E.F NOSING BARS (NB)
2335

3-∅25-B1

650
700
620

620
TOP BARS LAYER 1 (T)
1-∅12-WB3 E.F 1-∅12-CT3 500
(T)
∅12-150-S3 TOP BARS LAYER 2
(19 RISER @180)

BOTTOM BARS (B)

BE WEB BARS (WB)
AM
:3 STIRRUPS (S)
00
x6
FIRE EXIT STAIR 1 (LANDING +9.763 TO LANDING +13.207) 00 CORNER STIRRUPS (CT)

40 C.C
3-∅25-B1
ZOCALO VERTICAL BARS (ZV)
A BEAM REINFORCEMENT DETAILS 43-∅12-S3-150mm (2.030m) 1-∅12-CT4 (2.090m) ZOCALO HORIZONTAL BARS (ZH)
BEAM 400X700
20 OF 36 SCALE 1:60MM WALL VERTICAL BARS (VB)
B C WALL HORIZONTAL BARS (HB)
CONSTRUCTION JOINT (CJ)
8170 G BEAM SECTION DETAILS 24-∅25-200-LT
BAR MARK
500 950 5600 1620 500 20 OF 36 SCALE 1:25MM
SPACING
150 350 (20 THREAD @280) LOUVER (LANDING) 350 150 BAR DIAMETER
STORMPROOF 120 QUANTITY
150

150

NOTE:
700

-2361

EEB1 500x800(-2534)
550

ZOCALO S20 100 125 400 3-∅25-T1 1. ALL REINFORCING BARS SHALL BE DEFORMED
H100 200 TYPE AND CONFORM TO THE FOLLOWING:
FILLER BAR 3-∅25-T2
RC UPSTAND 40 C.C 320 40 C.C 320 GRADE 60, fy=414MPa (∅16 AND ABOVE)

40 C.C
1650
FFL(+13.207) H250 GRADE 40, fy=275MPa (∅12 AND BELOW)
1200
400

DN SSL+13.157
STORMPROOF
EEB1 500x800(+2335)

75
SL=FFL-2361 2. ALL DIMENSIONS ARE IN MILLIMETERS AND
LOUVER ELEVATION ARE IN METERS UNLESS NOTED.
380 BEAM(400x700)
RC UPSTAND 850
H250 ZOCALO 3. THE MINIMUM CONCRETE COMPRESSIVE
48 50 55 H100 60 65 68 CYLINDER STRENGTH

3775
STORMPROOF 2-∅12-WB E.F (f'c) SHALL BE AS FOLLOWS:
150

LOUVER
1100

700
620

620
+2335
150

S20 ∅12-150-S3 BEAMS 36 MPa

3775

200 47 45 40 35 30 -1081 29 25 20 STAIRS 36 MPa

125 100
S20
EEB1 500x800(+2010)
EEB1 500x800(-1700)
1200 RC WALLS 36 MPa
150 120 200
4. REINFORCEMENT DIAMETER, SPACING AND

40 C.C
1200

3-∅25-B1
400

DETAILS ARE BASED IN REFERENCE

BEAM(400x700) DRAWING OF:
BEAM 400X700 8-∅12-S3-150mm (2.030m) NSCR-DWG-VAL-ST-4202 & 4203.
FFL(+9.763)

2125
FFL(+6.347)
SSL+9.9713 ZOCALO SSL+6.297 5. FIRE EXIT STAIR 1 LOCATION AND
575

SL=FFL+2335 H100 DIMENSIONS ARE BASED IN REFERENCE

SL=FFL-1081
DRAWING THRU TDJV SUBMITTAL:
150

NSCR-CP01-01-ST21-SD-R03-0791 TO 0795.
H BEAM SECTION DETAILS
150

6. THIS DRAWING SHALL BE READ IN

20 OF 36 SCALE 1:25MM CONJUNCTION TO THE LATEST CONCRETE
600

600

600

BLOCK WALL
450

DRAWING PLAN, ARCHITECTURAL DETAIL

PLAN AND MEP DRAWING PRIOR TO THE
1 IMPLEMENTATION AT SITE.
400 200

7. FOR BEAM STIRRUPS LOCATION OF HOOK

600

600

600

PG4B 800x1200(-125) SHALL BE ALTERNATE RIGHT AND LEFT

SIDE OF CROSS SECTION.
C4 C4
7. CONSTRUCTION JOINT MAY ALTER
BASED ON SITE NEEDS.
500 500 380 500
120
1250 4760 1500 5320
(LANDING) (17 THREAD @280) (LANDING) (19 THREAD @280) NORTH - SOUTH COMMUTER RAILWAY
(NSCR) PROJECT
(MALOLOS - TUTUBAN)
FIRE EXIT STAIR 1 PLANVIEW
1 LANDING +9.763 TO LANDING +13.207
20 OF 36 SCALE 1:60MM

WEST VALENZUELA

REPUBLIC OF THE PHILIPPINES FIRE EXIT STAIR 1

DEPARTMENT OF TRANSPORTATION SHOP DRAWING
(DOTr) RAILWAY SECTOR WEST VALENZUELA STATION
NSTren CONSORTIUM
NSCR PROJECT GENERAL CONSULTANT DATEM FIRE EXIT STAIR 1 (BEAMS)
NSCR-CP01-17-CV20-SD-R03-4480-1
PHILIPPINE NATIONAL RAILWAY TAISEI - DMCI JOINT VENTURE YOUR TRUSTED BUILDER
(STAIR LANDING TO STAIR LANDING)
(PNR) NORTH I (MALOLOS - TUTUBAN) PROJECT North - South Commuter Railway (NSCR) Project
Package 01 Elevated Structures, 6 Stations and Depot PART 1 OF 3 20 OF 36
AS SHOWN
 6
IN ABEYANCE 1 2 3 4 5 5'

A
526 322
4

B
1674
426
C
871 1-∅12-WB2 E.F (4.909m) D
9
15
579

1780 904 322 526

3-∅25-T1 (3.366m) WEST VALENZUELA STATION
ANCH. LENGTH=1.030M 426
35 PLAZA KEYPLAN
ANCH. LENGTH=1.005M 32

579
3-∅25-T3 (5.324m)
0 H
93 52 ENGT
29 L H
P 0
LA 52 ENGT
ANCH. LENGTH=1.005M L
P
LA
476 392
376
871
9
15
587

1724
3-∅25-T4 (3.588m) ANCH. LENGTH=1.030M
40 H
13 ENGT
L
P
250 LA
85
ANCH. LENGTH=1.213M 820 392 38
476
376

75

587
58 1-∅12-WB1 E.F (5.659m)
3-∅25-T6 (6.174m)
3-∅25-T2 (6.034m)
49 1774 LEGEND:
36 250 LONGITUDINAL TOP BARS (LT)
LONGITUDINAL BOTTOM BARS (LB)
ANCH. LENGTH=1.213M FRAME BARS (FR)
TRANSVERSE TOP BARS (TT)
TRANSVERSE BOTTOM BARS (TB)
NOSING BARS (NB)
1633 TOP BARS LAYER 1 (T)
1
87 TOP BARS LAYER 2 (T)
BOTTOM BARS (B)
1-∅12-WB4 E.F (4.828m) WEB BARS (WB)
159 STIRRUPS (S)
40 TH CORNER STIRRUPS (CT)
ANCH. LENGTH=1.030M 13 ENG ZOCALO VERTICAL BARS (ZV)
L
LAP 317 423 ZOCALO HORIZONTAL BARS (ZH)
95
31 WALL VERTICAL BARS (VB)
323
WALL HORIZONTAL BARS (HB)
CONSTRUCTION JOINT (CJ)

458
0 H 24-∅25-200-LT
52 ENGT
40 TH L
13 ENG P 0
52 ENGT
H BAR MARK
19 L LA SPACING
52 LAP L
250 LAP BAR DIAMETER
68 QUANTITY
3-∅25-T5 (5.378m) 22
ANCH. LENGTH=1.031M
3-∅25-B3 (3.716m) NOTE:
1. ALL REINFORCING BARS SHALL BE DEFORMED
TYPE AND CONFORM TO THE FOLLOWING:
GRADE 60, fy=414MPa (∅16 AND ABOVE)
GRADE 40, fy=275MPa (∅12 AND BELOW)
1
87 2. ALL DIMENSIONS ARE IN MILLIMETERS AND
ELEVATION ARE IN METERS UNLESS NOTED.
26 3. THE MINIMUM CONCRETE COMPRESSIVE
159
72 39 CYLINDER STRENGTH
60 (f'c) SHALL BE AS FOLLOWS:
ANCH. LENGTH=1.030M
BEAMS 36 MPa
3-∅25-B2 (6.072m) STAIRS 36 MPa
ANCH. LENGTH=0.826M
RC WALLS 36 MPa
1-∅12-WB3 E.F (5.740m)
4. REINFORCEMENT DIAMETER, SPACING AND

400
3-∅25-B4 (3.357m) DETAILS ARE BASED IN REFERENCE
40 H 9 DRAWING OF:
13 ENGT 46 1814 NSCR-DWG-VAL-ST-4202 & 4203.
L
LAP 871 426 5. FIRE EXIT STAIR 1 LOCATION AND
2488 DIMENSIONS ARE BASED IN REFERENCE
DRAWING THRU TDJV SUBMITTAL:
NSCR-CP01-01-ST21-SD-R03-0791 TO 0795.
ANCH. LENGTH=0.773M ANCH. LENGTH=1.340M
6. THIS DRAWING SHALL BE READ IN
CONJUNCTION TO THE LATEST CONCRETE
51 DRAWING PLAN, ARCHITECTURAL DETAIL
447

3-∅25-B1 (4.086m) 18 PLAN AND MEP DRAWING PRIOR TO THE

IMPLEMENTATION AT SITE.
2 WEB BAR DETAILS 7. FOR BEAM STIRRUPS LOCATION OF HOOK
326 21 OF 36 SCALE 1:50MM SHALL BE ALTERNATE RIGHT AND LEFT
SIDE OF CROSS SECTION.
1788
7. CONSTRUCTION JOINT MAY ALTER
BASED ON SITE NEEDS.

NORTH - SOUTH COMMUTER RAILWAY

1 TOP AND BOTTOM BAR OF BEAM (NSCR) PROJECT
21 OF 36 SCALE 1:50MM
(MALOLOS - TUTUBAN)

WEST VALENZUELA

REPUBLIC OF THE PHILIPPINES FIRE EXIT STAIR 1

DEPARTMENT OF TRANSPORTATION SHOP DRAWING
(DOTr) RAILWAY SECTOR WEST VALENZUELA STATION
NSTren CONSORTIUM
NSCR PROJECT GENERAL CONSULTANT DATEM FIRE EXIT STAIR 1 (BEAMS)
NSCR-CP01-17-CV20-SD-R03-4481-1
PHILIPPINE NATIONAL RAILWAY TAISEI - DMCI JOINT VENTURE YOUR TRUSTED BUILDER
(STAIR LANDING TO STAIR LANDING)
(PNR) NORTH I (MALOLOS - TUTUBAN) PROJECT North - South Commuter Railway (NSCR) Project
Package 01 Elevated Structures, 6 Stations and Depot PART 2 OF 3 21 OF 36
AS SHOWN
 6
IN ABEYANCE 1 2 3 4 5 5'

A 4

B
C
D

WEST VALENZUELA STATION

PLAZA KEYPLAN

B C D
B C D D B C D
A C

E A

E
B E F A

E
B
A F

TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5

B
B C

C
C A

D
A

C
A
A

A
E B
B

TYPE 6 TYPE 7 TYPE 8 TYPE 9 TYPE 10

LEGEND:
LONGITUDINAL TOP BARS (LT)
LONGITUDINAL BOTTOM BARS (LB)
FRAME BARS (FR)
TRANSVERSE TOP BARS (TT)
TRANSVERSE BOTTOM BARS (TB)
NOSING BARS (NB)
TOP BARS LAYER 1 (T)
TOP BARS LAYER 2 (T)
BOTTOM BARS (B)
WEB BARS (WB)
STIRRUPS (S)
CORNER STIRRUPS (CT)
ZOCALO VERTICAL BARS (ZV)
ZOCALO HORIZONTAL BARS (ZH)
WALL VERTICAL BARS (VB)
WALL HORIZONTAL BARS (HB)
CONSTRUCTION JOINT (CJ)
24-∅25-200-LT
BAR MARK
SPACING
BAR DIAMETER
QUANTITY

NOTE:
1. ALL REINFORCING BARS SHALL BE DEFORMED
TYPE AND CONFORM TO THE FOLLOWING:
GRADE 60, fy=414MPa (∅16 AND ABOVE)
GRADE 40, fy=275MPa (∅12 AND BELOW)
2. ALL DIMENSIONS ARE IN MILLIMETERS AND
ELEVATION ARE IN METERS UNLESS NOTED.
3. THE MINIMUM CONCRETE COMPRESSIVE
CYLINDER STRENGTH
(f'c) SHALL BE AS FOLLOWS:
BEAMS 36 MPa
STAIRS 36 MPa
RC WALLS 36 MPa

4. REINFORCEMENT DIAMETER, SPACING AND

DETAILS ARE BASED IN REFERENCE
DRAWING OF:
NSCR-DWG-VAL-ST-4202 & 4203.
5. FIRE EXIT STAIR 1 LOCATION AND
DIMENSIONS ARE BASED IN REFERENCE
DRAWING THRU TDJV SUBMITTAL:
NSCR-CP01-01-ST21-SD-R03-0791 TO 0795.
6. THIS DRAWING SHALL BE READ IN
CONJUNCTION TO THE LATEST CONCRETE
DRAWING PLAN, ARCHITECTURAL DETAIL
PLAN AND MEP DRAWING PRIOR TO THE
IMPLEMENTATION AT SITE.
7. FOR BEAM STIRRUPS LOCATION OF HOOK
SHALL BE ALTERNATE RIGHT AND LEFT
SIDE OF CROSS SECTION.
7. CONSTRUCTION JOINT MAY ALTER
BASED ON SITE NEEDS.

NORTH - SOUTH COMMUTER RAILWAY

(NSCR) PROJECT
(MALOLOS - TUTUBAN)

WEST VALENZUELA

REPUBLIC OF THE PHILIPPINES FIRE EXIT STAIR 1

DEPARTMENT OF TRANSPORTATION SHOP DRAWING
(DOTr) RAILWAY SECTOR WEST VALENZUELA STATION
NSTren CONSORTIUM
NSCR PROJECT GENERAL CONSULTANT DATEM FIRE EXIT STAIR 1 (BEAMS)
NSCR-CP01-17-CV20-SD-R03-4482-1
PHILIPPINE NATIONAL RAILWAY TAISEI - DMCI JOINT VENTURE YOUR TRUSTED BUILDER
(STAIR LANDING TO STAIR LANDING)
(PNR) NORTH I (MALOLOS - TUTUBAN) PROJECT North - South Commuter Railway (NSCR) Project
Package 01 Elevated Structures, 6 Stations and Depot PART 3 OF 3 22 OF 36
AS SHOWN
 6
IN ABEYANCE B C 1 2 3 4 5 5'

(13 RISER @180)

75
PG5 PG1 PG5

2340
A 4

B
C
1000
70 D
∅12-300-FR 500 350 150 ∅12-NB ∅12-300-FR
8-∅12-200-TT3
(LANDING) 44
16 4-∅12-300-LT3
WEST VALENZUELA STATION

250
FFL(+13.207) 50 68
SSL+13.157 S20 305 PLAZA KEYPLAN
65 ∅12-200-TT 280 25

20
800
6-∅12-200-LB3
0 H

C.
5805

52 ENGT 6-∅12-300-TB3 25

20
L
AP

0
L EEB1

172
74

20
65 6
8

C.
32 ∅12-300-LT

C
60

5320
(20 RISER @172)

225 150 1580 1620 500

(19 TREAD @280)
8169

I
3444

∅12-NB 23 OF 36
STORMPROOF C4 24-∅12-300-TB2
LOUVER 55 36-∅12-200-TT2
0 H
52 ENGT
L )
44 LA
P 00
125 100 16 x7
4 00
A M(
BE
6-∅12-200-LB2
500 500 125
50 4-∅12-300-LT2
4-∅12-200-TT1 C4
∅12-200-LB
4-∅12-300-LT1
(LANDING)
50

150
250

FFL(+9.763) 48
∅12-300-TB
SSL+9.713 S20

200
45 LEGEND:
800

6-∅12-200-LB1 LONGITUDINAL TOP BARS (LT)

3-∅12-300-TB1 LONGITUDINAL BOTTOM BARS (LB)
FRAME BARS (FR)

800
EEB1
TRANSVERSE TOP BARS (TT)
TRANSVERSE BOTTOM BARS (TB)
500 460 852 EEB1
I STAIR TREAD BLOW-UP DETAIL NOSING BARS (NB)
2335

40 TOP BARS LAYER 1 (T)

500 23 OF 36 SCALE 1:15MM (T)
TOP BARS LAYER 2
(19 RISER @180)

BOTTOM BARS (B)

BE WEB BARS (WB)
AM
:3 STIRRUPS (S)
00
x6 (CT)
CORNER STIRRUPS
FIRE EXIT STAIR 1 (LANDING +9.763 TO LANDING +13.207) 00
ZOCALO VERTICAL BARS (ZV)
B STAIR REINFORCEMENT DETAILS ZOCALO HORIZONTAL BARS (ZH)
23 OF 36 SCALE 1:60MM WALL VERTICAL BARS (VB)
WALL HORIZONTAL BARS (HB)
CONSTRUCTION JOINT (CJ)
24-∅25-200-LT
BAR MARK
297 SPACING
1021 201 BAR DIAMETER
428
3 QUANTITY
328 22
428 201 1213
NOTE:

192
328 223
ANCH. LENGTH=0.520M 1. ALL REINFORCING BARS SHALL BE DEFORMED
7
17
192

70 TYPE AND CONFORM TO THE FOLLOWING:

21 ANCH. LENGTH=0.520M GRADE 60, fy=414MPa (∅16 AND ABOVE)
4-∅12-300-LT1 (2.211m) GRADE 40, fy=275MPa (∅12 AND BELOW)
4-∅12-300-LT3 (4.012m)
ANCH. LENGTH=0.520M ANCH. LENGTH=0.400M 2. ALL DIMENSIONS ARE IN MILLIMETERS AND
ELEVATION ARE IN METERS UNLESS NOTED.
3. THE MINIMUM CONCRETE COMPRESSIVE
CYLINDER STRENGTH
51
56 (f'c) SHALL BE AS FOLLOWS:
BEAMS 36 MPa
0 H
52 ENGT STAIRS 36 MPa
L 6-∅12-200-LB2 (5.948m)
L AP RC WALLS 36 MPa

4. REINFORCEMENT DIAMETER, SPACING AND

DETAILS ARE BASED IN REFERENCE
1844 DRAWING OF:
NSCR-DWG-VAL-ST-4202 & 4203.
7
0 H 29 223 328 5. FIRE EXIT STAIR 1 LOCATION AND
52 ENGT DIMENSIONS ARE BASED IN REFERENCE
L
P

192
LA DRAWING THRU TDJV SUBMITTAL:
87 NSCR-CP01-01-ST21-SD-R03-0791 TO 0795.
51
6-∅12-200-LB3 (2.333m) 6. THIS DRAWING SHALL BE READ IN
4-∅12-300-LT2 (5.364m) CONJUNCTION TO THE LATEST CONCRETE
DRAWING PLAN, ARCHITECTURAL DETAIL
ANCH. LENGTH=0.520M ANCH. LENGTH=0.520M PLAN AND MEP DRAWING PRIOR TO THE
IMPLEMENTATION AT SITE.
7. FOR BEAM STIRRUPS LOCATION OF HOOK
1645 06 SHALL BE ALTERNATE RIGHT AND LEFT
17 SIDE OF CROSS SECTION.
328
7. CONSTRUCTION JOINT MAY ALTER
BASED ON SITE NEEDS.
192

3
22 6-∅12-200-LB1 (3.543m)
177
ANCH. LENGTH=0.520M
ANCH. LENGTH=0.400M NORTH - SOUTH COMMUTER RAILWAY
(NSCR) PROJECT
(MALOLOS - TUTUBAN)
1 LONGITUDINAL TOP AND BOTTOM BARS DETAIL
23 OF 36 SCALE 1:50MM

WEST VALENZUELA

REPUBLIC OF THE PHILIPPINES FIRE EXIT STAIR 1

DEPARTMENT OF TRANSPORTATION SHOP DRAWING
(DOTr) RAILWAY SECTOR WEST VALENZUELA STATION
NSTren CONSORTIUM
NSCR PROJECT GENERAL CONSULTANT DATEM FIRE EXIT STAIR 1 (STAIR)
NSCR-CP01-17-CV20-SD-R03-4483-1
PHILIPPINE NATIONAL RAILWAY TAISEI - DMCI JOINT VENTURE YOUR TRUSTED BUILDER
(STAIR LANDING TO STAIR LANDING)
(PNR) NORTH I (MALOLOS - TUTUBAN) PROJECT North - South Commuter Railway (NSCR) Project
Package 01 Elevated Structures, 6 Stations and Depot PART 1 OF 2 23 OF 36
AS SHOWN
 6
IN ABEYANCE 1 2 3 4 5 5'

1
A 4

B
C
1500 D
2125
150 1200 150 B C D B C D
E B A B
C
A
B
WEST VALENZUELA STATION

C
PLAZA KEYPLAN

A
4-∅12-300-LT2 A

∅12-NB TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5

∅12-200-TT2 C C
C

81
B D
D

B
B

B
A

A
172
A
453 A A

TYPE 6 TYPE 7 TYPE 8 TYPE 9

200

6-∅12-200-LB2 ∅12-300-TB2
500

5-∅12-300-FR
BEAM

LEGEND:
400 LONGITUDINAL TOP BARS (LT)
LONGITUDINAL BOTTOM BARS (LB)
FRAME BARS (FR)
TRANSVERSE TOP BARS (TT)
FIRE EXIT STAIR 1 (LANDING +9.763 TO LANDING +13.207) TRANSVERSE BOTTOM BARS (TB)
C BEAM AND STAIR CROSS SECTION DETAILS NOSING BARS (NB)
1:20MM TOP BARS LAYER 1 (T)
24 OF 36 SCALE
TOP BARS LAYER 2 (T)
BOTTOM BARS (B)
WEB BARS (WB)
STIRRUPS (S)
CORNER STIRRUPS (CT)
ZOCALO VERTICAL BARS (ZV)
1610 ZOCALO HORIZONTAL BARS (ZH)
WALL VERTICAL BARS (VB)
WALL HORIZONTAL BARS (HB)
20-∅12-NB (1.994m) CONSTRUCTION JOINT (CJ)
192

192
24-∅25-200-LT
BAR MARK
SPACING
BAR DIAMETER
QUANTITY
1610
NOTE:
36-∅12-200-TT2 (1.906m)
148

148

1. ALL REINFORCING BARS SHALL BE DEFORMED

TYPE AND CONFORM TO THE FOLLOWING:
GRADE 60, fy=414MPa (∅16 AND ABOVE)
GRADE 40, fy=275MPa (∅12 AND BELOW)
2. ALL DIMENSIONS ARE IN MILLIMETERS AND
ELEVATION ARE IN METERS UNLESS NOTED.
148

148

24-∅12-300-TB2 (1.906m)
3. THE MINIMUM CONCRETE COMPRESSIVE
CYLINDER STRENGTH
1610 (f'c) SHALL BE AS FOLLOWS:
BEAMS 36 MPa
STAIRS 36 MPa
RC WALLS 36 MPa
1 NOSING, TRANSVERSE TOP & BOTTOM BAR DETAILS 4. REINFORCEMENT DIAMETER, SPACING AND
24 OF 36 SCALE 1:20MM DETAILS ARE BASED IN REFERENCE
DRAWING OF:
NSCR-DWG-VAL-ST-4202 & 4203.
5. FIRE EXIT STAIR 1 LOCATION AND
DIMENSIONS ARE BASED IN REFERENCE
DRAWING THRU TDJV SUBMITTAL:
NSCR-CP01-01-ST21-SD-R03-0791 TO 0795.
6. THIS DRAWING SHALL BE READ IN
CONJUNCTION TO THE LATEST CONCRETE
532 698 DRAWING PLAN, ARCHITECTURAL DETAIL
5 PLAN AND MEP DRAWING PRIOR TO THE
27 IMPLEMENTATION AT SITE.
531
7. FOR BEAM STIRRUPS LOCATION OF HOOK
5
27 SHALL BE ALTERNATE RIGHT AND LEFT
311
311

SIDE OF CROSS SECTION.

7. CONSTRUCTION JOINT MAY ALTER
297

BASED ON SITE NEEDS.

4 4
29 29

298 NORTH - SOUTH COMMUTER RAILWAY

5-∅12-300-FR1 c/c (1.401m) 5-∅12-300-FR2 c/c (1.412m) 5-∅12-300-FR3 c/c (1.303m) (NSCR) PROJECT
FOR STEP 49 FOR STEP 50 67 (18 SETS) FOR STEP 68 (MALOLOS - TUTUBAN)

2 FRAMING BARS DETAILS

24 OF 36 SCALE 1:25MM
WEST VALENZUELA

REPUBLIC OF THE PHILIPPINES FIRE EXIT STAIR 1

DEPARTMENT OF TRANSPORTATION SHOP DRAWING
(DOTr) RAILWAY SECTOR WEST VALENZUELA STATION
NSTren CONSORTIUM
NSCR PROJECT GENERAL CONSULTANT DATEM FIRE EXIT STAIR 1 (STAIR)
NSCR-CP01-17-CV20-SD-R03-4484-1
PHILIPPINE NATIONAL RAILWAY TAISEI - DMCI JOINT VENTURE YOUR TRUSTED BUILDER
(STAIR LANDING TO STAIR LANDING)
(PNR) NORTH I (MALOLOS - TUTUBAN) PROJECT North - South Commuter Railway (NSCR) Project
Package 01 Elevated Structures, 6 Stations and Depot PART 2 OF 2 24 OF 36
AS SHOWN
 54
6
IN ABEYANCE B C 1 2 3 4 5 5'

(13 RISER @180)

75
PG5 PG1 PG5

2340
A 4

BE 150
C
AM 1000
(4
00
x7
00
)
70
500 350 150
3 ZOCALO HORIZONTAL BAR DETAILS 110
20 20 D
1-∅12-ZV3 E.F 25 OF 36 SCALE 1:50MM

20
(LANDING) 31-∅12-ZV4 E.F
WEST VALENZUELA STATION

250
FFL(+13.207) 68
50

VARIES
SSL+13.157 S20
01 PLAZA KEYPLAN
66

VARIES

VARIES
65

800
5805

1-∅12-ZH1 E.F. (6.783m)

168
EEB1 35-∅12-200-ZV1 TO ZV4 E.F.

60
150
150
5320 1620 500
(20 RISER @172)

225 150 1580

(19 TREAD @280) 4 ZOCALO VERTICAL BAR DETAILS
8169

3444

25 OF 36 SCALE 1:20MM
C4
55 1
STORMPROOF 3325 450
LOUVER
0) 150 550 400 1100 400 725
70 128
0x
40 4-∅12-300-LT3 4-∅12-300-LT1
AM(
125 100 BE
50 ∅12-200-TT3
C4

250
(LANDING)
50

250

FFL(+9.763) 48

200
SSL+9.713 S20

45 LEGEND:
800

1-∅12-ZV3 E.F LONGITUDINAL TOP BARS (LT)

∅12-300-TB3 LONGITUDINAL BOTTOM BARS (LB)
1-∅12-ZV2 E.F
EEB1 6-∅12-200-LB3 6-∅12-200-LB1 FRAME BARS (FR)

500
1-∅12-ZV1 E.F TRANSVERSE TOP BARS (TT)
TRANSVERSE BOTTOM BARS (TB)
500 460 852 EEB1 BEAM BEAM
NOSING BARS (NB)
2335

40 TOP BARS LAYER 1 (T)

3135 TOP BARS LAYER 2 (T)
(19 RISER @180)

BOTTOM BARS (B)

148

148
8-∅12-200-TT3 (3.431m) WEB BARS (WB)
STIRRUPS (S)
FIRE EXIT STAIR 1 (LANDING +9.763 TO LANDING +13.207) CORNER STIRRUPS (CT)
1 ZOCALO REINFORCEMENT DETAILS 6-∅12-300-TB3 (3.431m)
ZOCALO VERTICAL BARS (ZV)

148

148
ZOCALO HORIZONTAL BARS (ZH)
25 OF 36 SCALE 1:60MM WALL VERTICAL BARS (VB)
B C 3135 WALL HORIZONTAL BARS (HB)
CONSTRUCTION JOINT (CJ)
8170 D LANDING CROSS SECTION DETAILS 24-∅25-200-LT
BAR MARK
500 950 5600 1620 500 25 OF 36 SCALE 1:30MM
SPACING
150 350 (20 THREAD @280) LOUVER (LANDING) 350 150 BAR DIAMETER
STORMPROOF 120 QUANTITY
150

150

NOTE:
700

-2361

EEB1 500x800(-2534)
550

ZOCALO S20 1. ALL REINFORCING BARS SHALL BE DEFORMED

H100 200 TYPE AND CONFORM TO THE FOLLOWING:
RC UPSTAND GRADE 60, fy=414MPa (∅16 AND ABOVE)

1650
FFL(+13.207) H250 GRADE 40, fy=275MPa (∅12 AND BELOW)
1200
400

DN SSL+13.157
STORMPROOF
EEB1 500x800(+2335)

BEAM(400x700) SL=FFL-2361 2. ALL DIMENSIONS ARE IN MILLIMETERS AND

LOUVER ELEVATION ARE IN METERS UNLESS NOTED.
380
RC UPSTAND 850
H250 ZOCALO 100 125 3. THE MINIMUM CONCRETE COMPRESSIVE
48 50 55 H100 60 65 68 CYLINDER STRENGTH

3775
STORMPROOF
(f'c) SHALL BE AS FOLLOWS:
150

LOUVER
1100

+2335
150

S20 BEAMS 36 MPa

3775

200 47 45 40 35 30 -1081 29 25 20 STAIRS 36 MPa

125 100
S20
EEB1 500x800(+2010)
EEB1 500x800(-1700)

1200 RC WALLS 36 MPa

150 120 200
4. REINFORCEMENT DIAMETER, SPACING AND
1200
400

DETAILS ARE BASED IN REFERENCE

BEAM(400x700) DRAWING OF:
FFL(+9.763) NSCR-DWG-VAL-ST-4202 & 4203.

2125
FFL(+6.347)
SSL+9.9713 ZOCALO SSL+6.297 5. FIRE EXIT STAIR 1 LOCATION AND
H100
575

SL=FFL+2335 SL=FFL-1081 DIMENSIONS ARE BASED IN REFERENCE

DRAWING THRU TDJV SUBMITTAL:
150

NSCR-CP01-01-ST21-SD-R03-0791 TO 0795.
150

6. THIS DRAWING SHALL BE READ IN

CONJUNCTION TO THE LATEST CONCRETE
600

600

600

BLOCK WALL
450

DRAWING PLAN, ARCHITECTURAL DETAIL

PLAN AND MEP DRAWING PRIOR TO THE
1 IMPLEMENTATION AT SITE.
400 200

7. FOR BEAM STIRRUPS LOCATION OF HOOK

600

600

600

PG4B 800x1200(-125) SHALL BE ALTERNATE RIGHT AND LEFT

SIDE OF CROSS SECTION.
C4 C4
7. CONSTRUCTION JOINT MAY ALTER
BASED ON SITE NEEDS.
500 500 380 500
120
1250 4760 1500 C
(LANDING) (17 THREAD @280) (LANDING) (19 THREAD @280) C NORTH - SOUTH COMMUTER RAILWAY
B
(NSCR) PROJECT

D
B

B
(MALOLOS - TUTUBAN)
FIRE EXIT STAIR 1 (LANDING +9.763 TO LANDING +13.207)
A

2 ZOCALO, NOSING AND FRAME BARS REBAR ARRANGEMENT A

A
25 OF 36 SCALE 1:60MM
TYPE 1
TYPE 2 TYPE 3
WEST VALENZUELA

REPUBLIC OF THE PHILIPPINES FIRE EXIT STAIR 1

DEPARTMENT OF TRANSPORTATION SHOP DRAWING
(DOTr) RAILWAY SECTOR WEST VALENZUELA STATION
NSTren CONSORTIUM
NSCR PROJECT GENERAL CONSULTANT DATEM FIRE EXIT STAIR 1 (ZOCALO & LANDING)
NSCR-CP01-17-CV20-SD-R03-4485-1
PHILIPPINE NATIONAL RAILWAY TAISEI - DMCI JOINT VENTURE YOUR TRUSTED BUILDER
(STAIR LANDING TO STAIR LANDING)
(PNR) NORTH I (MALOLOS - TUTUBAN) PROJECT North - South Commuter Railway (NSCR) Project
Package 01 Elevated Structures, 6 Stations and Depot PART 1 OF 1 25 OF 36
AS SHOWN
 6
IN ABEYANCE 1 2 3 4 5 5'

B C A 4

B
1665 200 2100 3360 710 200 800 1665
35 800
(12 TREAD @280)
35 C
D
400 3-∅25-T1
10 320
69 FILLER BAR
40 C.C 320 40 C.C
3-∅25-T2
320 WEST VALENZUELA STATION

40 C.C
PLAZA KEYPLAN

75
75
PLATFORM LEVEL
29

TOP OF CROWN

50
42
FFL(+15.547) 81 7 4
LA 13 21

C.C
PLATFORM LEVEL 80

40
P 40 3 6 2-∅12-WB E.F

200

200
FFL(+15.518) PS4 LE PS4

650
S20 NG

700
620

620
TH
SSL+15.468 ∅12-150-S3

700
1000
LA 13

40
P 40

C
LE

C.C

C.
NG

40
TH
(13 RISER @180)

75 10

40 C.C
PG5 PG1 69 PG5 3-∅25-B1
LA 13
P 40
2340

500 300 200 LE 12-∅12-S3-150mm (2.030m) 1-∅12-CT4 (2.090m)

NG BEAM 400X700
TH

40
16-∅12-150-S3

C
1000 1-∅12-CT3

C.
LA
P 520
LE
NG 70
3-∅25-T1 1000 F BEAM SECTION DETAILS
T H 3-∅25-T6
BE
AM
500 350 150 26 OF 36 SCALE 1:25MM
(4
00
(LANDING) 28 x7
00

250
FFL(+13.207) -∅ ) 68
12
-1
50

50
SSL+13.157 -S S20
3

65

800
400 3-∅25-T1
5805

FILLER BAR 3-∅25-T2 320

50 C.C 50 C.C 320 LEGEND:

40 C.C
LONGITUDINAL TOP BARS (LT)

75
75
LONGITUDINAL BOTTOM BARS (LB)
FRAME BARS (FR)
12-∅12-150-S3 TRANSVERSE TOP BARS (TT)
TRANSVERSE BOTTOM BARS (TB)
(20 RISER @172)

225
1-∅12-CT3 2-∅12-WB E.F NOSING BARS (NB)

650
8169

700

620
TOP BARS LAYER 1 (T)
3444

∅12-150-S3 TOP BARS LAYER 2 (T)

FIRE EXIT STAIR 1 (LANDING +13.207 TO PLATFORM) BOTTOM BARS
WEB BARS
(B)
(WB)
A ZOCALO REINFORCEMENT DETAILS STIRRUPS (S)
26 OF 36 SCALE 1:60MM CORNER STIRRUPS (CT)

50 C.C
3-∅25-B1
ZOCALO VERTICAL BARS (ZV)
28-∅12-S3-150mm (2.030m) 1-∅12-CT4 (2.090m) ZOCALO HORIZONTAL BARS (ZH)
B C BEAM 400X700
WALL VERTICAL BARS (VB)
WALL HORIZONTAL BARS (HB)
8170 (CJ)
CONSTRUCTION JOINT
G BEAM SECTION DETAILS 24-∅25-200-LT

400
BAR MARK
26 OF 36 SCALE 1:25MM
SPACING
PB1 800x1200 (-50) BAR DIAMETER
-50 QUANTITY
S20
200
NOTE:
200 6170 200 3-∅25-T1
2500 2500 400 1. ALL REINFORCING BARS SHALL BE DEFORMED
800 2100 3360 710 1665 35 TYPE AND CONFORM TO THE FOLLOWING:
35 1665 (12 TREAD @280) FILLER BAR 3-∅25-T2 320
800 200 210 500
800 865 800 40 C.C 320 40 C.C GRADE 60, fy=414MPa (∅16 AND ABOVE)

40 C.C
865
500 300 RC UPSTAND GRADE 40, fy=275MPa (∅12 AND BELOW)
H200
PG5 800x1000(-50)
2450

MACRO AIR WALL

75
W20 2. ALL DIMENSIONS ARE IN MILLIMETERS AND
ELEVATION ARE IN METERS UNLESS NOTED.
150

200
3. THE MINIMUM CONCRETE COMPRESSIVE

150

4025
CYLINDER STRENGTH
-50 2-∅12-WB E.F (f'c) SHALL BE AS FOLLOWS:
68 -2361

3625
81 80 75 70 300 500
W20

S20

PG5 800x1000(-50)

620

620
700
RC UPSTAND S20
H200 200 200 BEAMS 36 MPa
BEAM(400x700) RC UPSTAND ∅12-150-S3
-50 H200 STAIRS 36 MPa
-50

1200
PS4
400

200〜150,125 825 150 DN 150 825 PS4 RC WALLS 36 MPa

200〜150,125

1925
MACRO AIR WALL 4. REINFORCEMENT DIAMETER, SPACING AND

40 C.C
MACRO AIR WALL FFL(+13.207) 3-∅25-B1
ZOCALO SSL+13.157 DETAILS ARE BASED IN REFERENCE
W20

H100 SL=FFL-2361 DRAWING OF:

FFL(+15.518)
BEAM 400X700 16-∅12-S3-150mm (2.030m) NSCR-DWG-VAL-ST-4202 & 4203.
SSL+15.468 150
1175

SL=FFL-50 5. FIRE EXIT STAIR 1 LOCATION AND

275 150

DIMENSIONS ARE BASED IN REFERENCE

425

EPS DRAWING THRU TDJV SUBMITTAL:

NSCR-CP01-01-ST21-SD-R03-0791 TO 0795.
H BEAM SECTION DETAILS
200

6. THIS DRAWING SHALL BE READ IN

1 W20 26 OF 36 SCALE 1:25MM CONJUNCTION TO THE LATEST CONCRETE
DRAWING PLAN, ARCHITECTURAL DETAIL
800

150 700 150 PLAN AND MEP DRAWING PRIOR TO THE

600

980 1000 2290 IMPLEMENTATION AT SITE.

7. FOR BEAM STIRRUPS LOCATION OF HOOK
PG1 800x1200(-50) SHALL BE ALTERNATE RIGHT AND LEFT
-50 303 SIDE OF CROSS SECTION.
PS1 PLATFORM AREA
200 7. CONSTRUCTION JOINT MAY ALTER
BASED ON SITE NEEDS.
1700 1000 865 1235 5070 1700
(DOOR WIDTH REQ')
11570

NORTH - SOUTH COMMUTER RAILWAY

(NSCR) PROJECT
(MALOLOS - TUTUBAN)
FIRE EXIT STAIR 1 PLANVIEW
1 LANDING +13.207 TO PLATFORM
26 OF 36 SCALE 1:60MM

WEST VALENZUELA

REPUBLIC OF THE PHILIPPINES FIRE EXIT STAIR 1

DEPARTMENT OF TRANSPORTATION SHOP DRAWING
(DOTr) RAILWAY SECTOR WEST VALENZUELA STATION
NSTren CONSORTIUM
NSCR PROJECT GENERAL CONSULTANT DATEM FIRE EXIT STAIR 1 (BEAMS)
NSCR-CP01-17-CV20-SD-R03-4486-1
PHILIPPINE NATIONAL RAILWAY TAISEI - DMCI JOINT VENTURE YOUR TRUSTED BUILDER
(STAIR LANDING TO PLATFORM LEVEL)
(PNR) NORTH I (MALOLOS - TUTUBAN) PROJECT North - South Commuter Railway (NSCR) Project
Package 01 Elevated Structures, 6 Stations and Depot PART 1 OF 2 26 OF 36
AS SHOWN
 3020 6
IN ABEYANCE 1 2 3 4 5 5'
1-∅12-WB4 E.F (4.975m)
ANCH. LENGTH=1.030M A
19
2233 322 526 55 4

3059
LA 52
P
B
842 426 LE 0
NG
18 TH C
8
D

579
3-∅25-T1 (3.848m) 1-∅12-WB2 E.F (5.054m)
19
95 LA
P 520 WEST VALENZUELA STATION
LE
NG
T
ANCH. LENGTH=1.005M H
PLAZA KEYPLAN
27
79
2178 392 476
442 2010 842 376
705
18 1-∅12-WB3 E.F (5.165m)
605 8
27
ANCH. LENGTH=1.030M 3-∅25-T4 (4.071m) 23

587
2386
400

3-∅25-T3 (5.975m) 24
18
ANCH. LENGTH=1.005M 250 1-∅12-WB1 E.F (5.084m)
ANCH. LENGTH=1.213M
2361
2 WEB BAR DETAILS
27 OF 36 SCALE 1:50MM

L A 13
P 40
LE
NG A
TH
B C B C D C D
D

A B E A B
41

E
23 LEGEND:

E
655 472 1965
LONGITUDINAL TOP BARS (LT)
555 F LONGITUDINAL BOTTOM BARS (LB)
3-∅25-T2 (4.311m)
FRAME BARS (FR)
TRANSVERSE TOP BARS (TT)
TYPE 1 TYPE 2 TYPE 3 TYPE 4
450

3-∅25-T6 (6.616m) TRANSVERSE BOTTOM BARS (TB)

84 B NOSING BARS (NB)
2 TOP BARS LAYER 1 (T)
30 (T)
74 TOP BARS LAYER 2

A
ANCH. LENGTH=1.005M C BOTTOM BARS (B)
A C
188 WEB BARS (WB)

C
B

A
STIRRUPS (S)
ANCH. LENGTH=1.030M
B CORNER STIRRUPS (CT)
ZOCALO VERTICAL BARS (ZV)
ZOCALO HORIZONTAL BARS (ZH)
TYPE 5 TYPE 6 TYPE 7
WALL VERTICAL BARS (VB)
WALL HORIZONTAL BARS (HB)
CONSTRUCTION JOINT (CJ)
ANCH. LENGTH=1.340M 13 24-∅25-200-LT
40
498 BAR MARK
SPACING
BAR DIAMETER
84 34 QUANTITY
2 68
NOTE:
3-∅25-T5 (3.656m) 1. ALL REINFORCING BARS SHALL BE DEFORMED
TYPE AND CONFORM TO THE FOLLOWING:
84 GRADE 60, fy=414MPa (∅16 AND ABOVE)
2
GRADE 40, fy=275MPa (∅12 AND BELOW)
2. ALL DIMENSIONS ARE IN MILLIMETERS AND
49 ELEVATION ARE IN METERS UNLESS NOTED.
57 188
3. THE MINIMUM CONCRETE COMPRESSIVE
3-∅25-B2 (5.455m) ANCH. LENGTH=1.030M CYLINDER STRENGTH
(f'c) SHALL BE AS FOLLOWS:
BEAMS 36 MPa
STAIRS 36 MPa
LA 13 RC WALLS 36 MPa
P 40
LE
NG 4. REINFORCEMENT DIAMETER, SPACING AND
T H
DETAILS ARE BASED IN REFERENCE
DRAWING OF:
NSCR-DWG-VAL-ST-4202 & 4203.
ANCH. LENGTH=0.773M
5. FIRE EXIT STAIR 1 LOCATION AND
DIMENSIONS ARE BASED IN REFERENCE
15 DRAWING THRU TDJV SUBMITTAL:
447

84 3-∅25-B1 (4.307m) NSCR-CP01-01-ST21-SD-R03-0791 TO 0795.

6. THIS DRAWING SHALL BE READ IN
ANCH. LENGTH=0.905M CONJUNCTION TO THE LATEST CONCRETE
326 DRAWING PLAN, ARCHITECTURAL DETAIL
ANCH. LENGTH=1.340M PLAN AND MEP DRAWING PRIOR TO THE
2276
400

3-∅25-B3 (4.656m) IMPLEMENTATION AT SITE.

49 7. FOR BEAM STIRRUPS LOCATION OF HOOK
8
SHALL BE ALTERNATE RIGHT AND LEFT
505 842 SIDE OF CROSS SECTION.
3758 7. CONSTRUCTION JOINT MAY ALTER
BASED ON SITE NEEDS.

NORTH - SOUTH COMMUTER RAILWAY

(NSCR) PROJECT
1 (MALOLOS - TUTUBAN)
TOP AND BOTTOM BAR OF BEAM
27 OF 36 SCALE 1:50MM

WEST VALENZUELA

REPUBLIC OF THE PHILIPPINES FIRE EXIT STAIR 1

DEPARTMENT OF TRANSPORTATION SHOP DRAWING
(DOTr) RAILWAY SECTOR WEST VALENZUELA STATION
NSTren CONSORTIUM
NSCR PROJECT GENERAL CONSULTANT DATEM FIRE EXIT STAIR 1 (BEAMS)
NSCR-CP01-17-CV20-SD-R03-4487-1
PHILIPPINE NATIONAL RAILWAY TAISEI - DMCI JOINT VENTURE YOUR TRUSTED BUILDER
(STAIR LANDING TO PLATFORM LEVEL)
(PNR) NORTH I (MALOLOS - TUTUBAN) PROJECT North - South Commuter Railway (NSCR) Project
Package 01 Elevated Structures, 6 Stations and Depot PART 2 OF 2 27 OF 36
AS SHOWN
 6
IN ABEYANCE 1 2 3 4 5 5'

A 4

B
B C ∅12-300-FR
C
1665 200 2100 3360 710 200 800 1665 D
35 800 35
(12 TREAD @280)
∅12-NB
WEST VALENZUELA STATION
305
PLAZA KEYPLAN
25 280

C
C.
13-∅12-200-TT1 10
25 ∅12-200-TT

20
PLATFORM LEVEL 69

0
4-∅12-300-LT3

20
∅12-NB
29

TOP OF CROWN

50
FFL(+15.547) 81 ∅12-300-FR

180
80

C
PLATFORM LEVEL

C.
200
FFL(+15.518) PS4 S20 PS4
LA 52
P

20
LE 0 ∅12-300-LT
SSL+15.468 NG 42
6-∅12-200-LB3 TH 74
1000

21
36
9-∅12-300-TB1
6-∅12-200-LB2
4-∅12-300-LT2
(13 RISER @180)

75
PG5 PG1 PG5
17-∅12-300-TB2
2340

500 300 200 25-∅12-200-TT2

1000 LA 52 10
P
LE 0 69
NG
TH
BE
AM 1000
(4
00 70
x7 I
00 500 350 150
) 28 OF 36
(LANDING) 4-∅12-300-LT1

250
FFL(+13.207) 68 8-∅12-200-TT3
50

SSL+13.157 S20
6-∅12-300-TB3

800
6-∅12-200-LB1 LEGEND:
5805

∅12-300-TB LONGITUDINAL TOP BARS (LT)

EEB1 LONGITUDINAL BOTTOM BARS (LB)
FRAME BARS (FR)
∅12-200-LB TRANSVERSE TOP BARS (TT)
TRANSVERSE BOTTOM BARS (TB)
NOSING BARS (NB)
TOP BARS LAYER 1 (T)
(20 RISER @172)

TOP BARS LAYER 2 (T)

H STAIR TREAD BLOW-UP DETAIL BOTTOM BARS (B)
8169

3444

1:15MM WEB BARS (WB)

28 OF 36 SCALE
STIRRUPS (S)
FIRE EXIT STAIR 1 (LANDING +13.207 TO PLATFORM) CORNER STIRRUPS (CT)
B STAIR REINFORCEMENT DETAILS ZOCALO VERTICAL BARS (ZV)
1:60MM ZOCALO HORIZONTAL BARS (ZH)
28 OF 36 SCALE
WALL VERTICAL BARS (VB)
WALL HORIZONTAL BARS (HB)
CONSTRUCTION JOINT (CJ)
24-∅25-200-LT
BAR MARK
SPACING
BAR DIAMETER
550 201 2246 QUANTITY

450
1685 201 305 NOTE:
428
192

15 215 328 1. ALL REINFORCING BARS SHALL BE DEFORMED

95 LA 52 21
P 18 5 TYPE AND CONFORM TO THE FOLLOWING:
LE 0 5

192
4-∅12-300-LT3 (4.784m) NG GRADE 60, fy=414MPa (∅16 AND ABOVE)
ANCH. LENGTH=0.642M T H GRADE 40, fy=275MPa (∅12 AND BELOW)
4-∅12-300-LT1 (2.691m)
ANCH. LENGTH=0.400M ANCH. LENGTH=0.520M ANCH. LENGTH=0.520M 2. ALL DIMENSIONS ARE IN MILLIMETERS AND
ELEVATION ARE IN METERS UNLESS NOTED.
3. THE MINIMUM CONCRETE COMPRESSIVE
CYLINDER STRENGTH
39 (f'c) SHALL BE AS FOLLOWS:
16
BEAMS 36 MPa
STAIRS 36 MPa
6-∅12-200-LB2 (4.221m) RC WALLS 36 MPa

4. REINFORCEMENT DIAMETER, SPACING AND

LA
34
55 P 520 DETAILS ARE BASED IN REFERENCE
LE DRAWING OF:
NG
T H NSCR-DWG-VAL-ST-4202 & 4203.
4-∅12-300-LT2 (3.640m) 5. FIRE EXIT STAIR 1 LOCATION AND
DIMENSIONS ARE BASED IN REFERENCE
3182 DRAWING THRU TDJV SUBMITTAL:
30 NSCR-CP01-01-ST21-SD-R03-0791 TO 0795.
450 215 5 2128 6. THIS DRAWING SHALL BE READ IN
21 11 CONJUNCTION TO THE LATEST CONCRETE
5
192

34 328
185 DRAWING PLAN, ARCHITECTURAL DETAIL
6-∅12-200-LB3 (3.679m) PLAN AND MEP DRAWING PRIOR TO THE

192
ANCH. LENGTH=0.400M 6-∅12-200-LB1 (3.454m) IMPLEMENTATION AT SITE.
7. FOR BEAM STIRRUPS LOCATION OF HOOK
ANCH. LENGTH=0.642M ANCH. LENGTH=0.520M ANCH. LENGTH=0.520M SHALL BE ALTERNATE RIGHT AND LEFT
SIDE OF CROSS SECTION.
7. CONSTRUCTION JOINT MAY ALTER
BASED ON SITE NEEDS.

1 LONGITUDINAL TOP AND BOTTOM BARS DETAIL NORTH - SOUTH COMMUTER RAILWAY
28 OF 36 SCALE 1:50MM (NSCR) PROJECT
(MALOLOS - TUTUBAN)

WEST VALENZUELA

REPUBLIC OF THE PHILIPPINES FIRE EXIT STAIR 1

DEPARTMENT OF TRANSPORTATION SHOP DRAWING
(DOTr) RAILWAY SECTOR WEST VALENZUELA STATION
NSTren CONSORTIUM
NSCR PROJECT GENERAL CONSULTANT DATEM FIRE EXIT STAIR 1 (STAIR)
NSCR-CP01-17-CV20-SD-R03-4488-1
PHILIPPINE NATIONAL RAILWAY TAISEI - DMCI JOINT VENTURE YOUR TRUSTED BUILDER
(STAIR LANDING TO PLATFORM LEVEL)
(PNR) NORTH I (MALOLOS - TUTUBAN) PROJECT North - South Commuter Railway (NSCR) Project
Package 01 Elevated Structures, 6 Stations and Depot PART 1 OF 2 28 OF 36
AS SHOWN
 6
IN ABEYANCE 1 2 3 4 5 5'

A 4

1 C
D
1500
625
150 1200 150
WEST VALENZUELA STATION
4-∅12-300-LT2
C D B C D
A B B C PLAZA KEYPLAN
A E
A

A
∅12-NB

C
B
82 ∅12-200-TT2 B

TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5

180

B A
462

B
A
B A

B
C
A

A
200

C
D C
D

TYPE 6 TYPE 7 TYPE 8 TYPE 9

6-∅12-200-LB2 ∅12-300-TB2
500

5-∅12-300-FR
BEAM

LEGEND:
LONGITUDINAL TOP BARS (LT)
FIRE EXIT STAIR 1 (LANDING +13.207 TO PLATFORM) LONGITUDINAL BOTTOM BARS (LB)
C BEAM AND STAIR CROSS SECTION DETAILS FRAME BARS (FR)
TRANSVERSE TOP BARS (TT)
29 OF 36 SCALE 1:20MM
TRANSVERSE BOTTOM BARS (TB)
NOSING BARS (NB)
TOP BARS LAYER 1 (T)
TOP BARS LAYER 2 (T)
BOTTOM BARS (B)
WEB BARS (WB)
1460 STIRRUPS (S)
CORNER STIRRUPS (CT)
ZOCALO VERTICAL BARS (ZV)
13-∅12-NB (1.844m) ZOCALO HORIZONTAL BARS (ZH)
192

192 WALL VERTICAL BARS (VB)

WALL HORIZONTAL BARS (HB)
CONSTRUCTION JOINT (CJ)
24-∅25-200-LT
BAR MARK
1460
SPACING
BAR DIAMETER
QUANTITY
25-∅12-200-TT2 (1.756m)
148

148

NOTE:
1. ALL REINFORCING BARS SHALL BE DEFORMED
TYPE AND CONFORM TO THE FOLLOWING:
GRADE 60, fy=414MPa (∅16 AND ABOVE)
148

148

17-∅12-300-TB2 (1.756m) GRADE 40, fy=275MPa (∅12 AND BELOW)

2. ALL DIMENSIONS ARE IN MILLIMETERS AND
1460 ELEVATION ARE IN METERS UNLESS NOTED.
3. THE MINIMUM CONCRETE COMPRESSIVE
CYLINDER STRENGTH
(f'c) SHALL BE AS FOLLOWS:
BEAMS 36 MPa
STAIRS 36 MPa
1 NOSING, TRANSVERSE TOP & BOTTOM BAR DETAILS RC WALLS 36 MPa
29 OF 36 SCALE 1:20MM
4. REINFORCEMENT DIAMETER, SPACING AND
DETAILS ARE BASED IN REFERENCE
DRAWING OF:
NSCR-DWG-VAL-ST-4202 & 4203.
5. FIRE EXIT STAIR 1 LOCATION AND
DIMENSIONS ARE BASED IN REFERENCE
DRAWING THRU TDJV SUBMITTAL:
525 NSCR-CP01-01-ST21-SD-R03-0791 TO 0795.
27 698 6. THIS DRAWING SHALL BE READ IN
6 CONJUNCTION TO THE LATEST CONCRETE
525 DRAWING PLAN, ARCHITECTURAL DETAIL
27 PLAN AND MEP DRAWING PRIOR TO THE
6
321

IMPLEMENTATION AT SITE.

294
7. FOR BEAM STIRRUPS LOCATION OF HOOK
SHALL BE ALTERNATE RIGHT AND LEFT
306

SIDE OF CROSS SECTION.

29 29 7. CONSTRUCTION JOINT MAY ALTER
3 4 BASED ON SITE NEEDS.
298

5-∅12-300-FR1 c/c (1.405m) 5-∅12-300-FR2 c/c (1.415m) 5-∅12-300-FR3 c/c (1.286m)

NORTH - SOUTH COMMUTER RAILWAY
FOR STEP 69 FOR STEP 70 80 (11 SETS) FOR STEP 81
(NSCR) PROJECT
(MALOLOS - TUTUBAN)

2 FRAMING BARS DETAILS

29 OF 36 SCALE 1:25MM
WEST VALENZUELA

REPUBLIC OF THE PHILIPPINES FIRE EXIT STAIR 1

DEPARTMENT OF TRANSPORTATION SHOP DRAWING
(DOTr) RAILWAY SECTOR WEST VALENZUELA STATION
NSTren CONSORTIUM
NSCR PROJECT GENERAL CONSULTANT DATEM FIRE EXIT STAIR 1 (STAIR)
NSCR-CP01-17-CV20-SD-R03-4489-1
PHILIPPINE NATIONAL RAILWAY TAISEI - DMCI JOINT VENTURE YOUR TRUSTED BUILDER
(STAIR LANDING TO PLATFORM LEVEL)
(PNR) NORTH I (MALOLOS - TUTUBAN) PROJECT North - South Commuter Railway (NSCR) Project
Package 01 Elevated Structures, 6 Stations and Depot PART 2 OF 2 29 OF 36
AS SHOWN
 6
IN ABEYANCE 1 2 3 4 5 5'

B C A 4

B
35 1665 800 200 2100 3360 710 200 800 1665 35
(12 TREAD @280)
C
D

WEST VALENZUELA STATION

PLATFORM LEVEL
PLAZA KEYPLAN

29
TOP OF CROWN

50
20-∅12-ZV3 E.F
FFL(+15.547) 81
PLATFORM LEVEL 80

200
FFL(+15.518) PS4 S20 PS4

SSL+15.468

1000

1000
(13 RISER @180)
1-∅12-ZV4 E.F 75
PG5 PG1 PG5

2340
500 300 200 200 800
1000

BE
AM 1000
(4
00 70
x7
00 500 350 150
)
(LANDING)

250
FFL(+13.207) 68

50
SSL+13.157 S20

65 1-∅12-ZV1 E.F

800
1-∅12-ZV2 E.F
5805

EEB1
500 500 LEGEND:
1000 LONGITUDINAL TOP BARS (LT)
LONGITUDINAL BOTTOM BARS (LB)
60
FRAME BARS (FR)
TRANSVERSE TOP BARS (TT)
(20 RISER @172)

225
TRANSVERSE BOTTOM BARS (TB)
(NB)
8169

NOSING BARS
3444

TOP BARS LAYER 1 (T)

TOP BARS LAYER 2 (T)
FIRE EXIT STAIR 1 (LANDING +13.207 TO PLATFORM) BOTTOM BARS (B)
1 BEAM REINFORCEMENT DETAILS WEB BARS (WB)
30 OF 36 SCALE 1:60MM STIRRUPS (S)
CORNER STIRRUPS (CT)
ZOCALO VERTICAL BARS (ZV)
B C ZOCALO HORIZONTAL BARS (ZH)
WALL VERTICAL BARS (VB)
8170 WALL HORIZONTAL BARS (HB)
CONSTRUCTION JOINT (CJ)

400
24-∅25-200-LT
BAR MARK
PB1 800x1200 (-50) SPACING
-50 BAR DIAMETER
S20 QUANTITY
200

2500 200 6170 200 2500 NOTE:

35 1665 800 2100 3360 710 800 1665 35
(12 TREAD @280) 1. ALL REINFORCING BARS SHALL BE DEFORMED
800 200 210 500 865 800 TYPE AND CONFORM TO THE FOLLOWING:
865
500 300 RC UPSTAND GRADE 60, fy=414MPa (∅16 AND ABOVE)
2500

H200
PG5 800x1000(-50)

MACRO AIR WALL GRADE 40, fy=275MPa (∅12 AND BELOW)

W20
2. ALL DIMENSIONS ARE IN MILLIMETERS AND

200
150
ELEVATION ARE IN METERS UNLESS NOTED.

150

4025
3. THE MINIMUM CONCRETE COMPRESSIVE
-50 CYLINDER STRENGTH
68 -2361 300 500

3625
81 80 75 70

W20

PG5 800x1000(-50)
S20 S20 (f'c) SHALL BE AS FOLLOWS:
RC UPSTAND
H200 200 200 RC UPSTAND BEAMS 36 MPa
-50 BEAM(400x700) H200
PS4 -50

1200
STAIRS 36 MPa
400

200〜150,125 825 150 DN 150 825 PS4

200〜150,125 RC WALLS 36 MPa

1925
MACRO AIR WALL
MACRO AIR WALL FFL(+13.207) 4. REINFORCEMENT DIAMETER, SPACING AND
ZOCALO SSL+13.157
W20

H100 SL=FFL-2361 DETAILS ARE BASED IN REFERENCE

FFL(+15.518) DRAWING OF:
SSL+15.468

150
NSCR-DWG-VAL-ST-4202 & 4203.
1175

SL=FFL-50
275 150

5. FIRE EXIT STAIR 1 LOCATION AND

425
EPS DIMENSIONS ARE BASED IN REFERENCE
DRAWING THRU TDJV SUBMITTAL:
NSCR-CP01-01-ST21-SD-R03-0791 TO 0795.

200
1 W20
6. THIS DRAWING SHALL BE READ IN
CONJUNCTION TO THE LATEST CONCRETE

800
150 700 150 DRAWING PLAN, ARCHITECTURAL DETAIL

600
980 1000 2290 PLAN AND MEP DRAWING PRIOR TO THE
IMPLEMENTATION AT SITE.
PG1 800x1200(-50) 7. FOR BEAM STIRRUPS LOCATION OF HOOK
-50 303 SHALL BE ALTERNATE RIGHT AND LEFT
PS1 PLATFORM AREA SIDE OF CROSS SECTION.
200
7. CONSTRUCTION JOINT MAY ALTER
1700 1000 865 1235 5070 1700
BASED ON SITE NEEDS.
(DOOR WIDTH REQ')
11570

NORTH - SOUTH COMMUTER RAILWAY

(NSCR) PROJECT
FIRE EXIT STAIR 1 PLANVIEW (MALOLOS - TUTUBAN)
2 LANDING +13.207 TO PLATFORM
30 OF 36 SCALE 1:60MM

WEST VALENZUELA

REPUBLIC OF THE PHILIPPINES FIRE EXIT STAIR 1

DEPARTMENT OF TRANSPORTATION SHOP DRAWING
(DOTr) RAILWAY SECTOR WEST VALENZUELA STATION
NSTren CONSORTIUM
NSCR PROJECT GENERAL CONSULTANT DATEM FIRE EXIT STAIR 1 (ZOCALO & LANDING)
NSCR-CP01-17-CV20-SD-R03-4490-1
PHILIPPINE NATIONAL RAILWAY TAISEI - DMCI JOINT VENTURE YOUR TRUSTED BUILDER
(STAIR LANDING TO PLATFORM LEVEL)
(PNR) NORTH I (MALOLOS - TUTUBAN) PROJECT North - South Commuter Railway (NSCR) Project
Package 01 Elevated Structures, 6 Stations and Depot PART 1 OF 2 30 OF 36
AS SHOWN
 6
IN ABEYANCE 1 2 3 4 5 5'

A 4

B
C
1 D
4025
400 1300 200 550 400 550 425 800 WEST VALENZUELA STATION
4-∅12-300-LT2 200 600
PLAZA KEYPLAN
∅12-200-TT1

200

200
C
∅12-300-TB1 A
800

6-∅12-200-LB2

500
B

D
B
B
BEAM

1200

C
PB1 A

TYPE 1 TYPE 2 TYPE 3

PG5

4098
LEGEND:
13-∅12-200-TT1 (4.482m) LONGITUDINAL TOP BARS (LT)
192

192
LONGITUDINAL BOTTOM BARS (LB)
FRAME BARS (FR)
TRANSVERSE TOP BARS (TT)
TRANSVERSE BOTTOM BARS (TB)
4098 NOSING BARS (NB)
TOP BARS LAYER 1 (T)
TOP BARS LAYER 2 (T)
192

192
9-∅12-300-TB1 (4.482m)
BOTTOM BARS (B)
WEB BARS (WB)
STIRRUPS (S)
CORNER STIRRUPS (CT)
ZOCALO VERTICAL BARS (ZV)
ZOCALO HORIZONTAL BARS (ZH)
WALL VERTICAL BARS (VB)
WALL HORIZONTAL BARS (HB)
CONSTRUCTION JOINT (CJ)
D LANDING CROSS SECTION DETAILS 24-∅25-200-LT
31 OF 36 SCALE 1:30MM BAR MARK
SPACING
BAR DIAMETER
QUANTITY

NOTE:
1. ALL REINFORCING BARS SHALL BE DEFORMED
TYPE AND CONFORM TO THE FOLLOWING:
GRADE 60, fy=414MPa (∅16 AND ABOVE)
GRADE 40, fy=275MPa (∅12 AND BELOW)
137
2. ALL DIMENSIONS ARE IN MILLIMETERS AND
ELEVATION ARE IN METERS UNLESS NOTED.
3. THE MINIMUM CONCRETE COMPRESSIVE
CYLINDER STRENGTH
(f'c) SHALL BE AS FOLLOWS:
BEAMS 36 MPa
STAIRS 36 MPa
150 RC WALLS 36 MPa
20 20 42 4. REINFORCEMENT DIAMETER, SPACING AND
110 80
DETAILS ARE BASED IN REFERENCE
20

DRAWING OF:
NSCR-DWG-VAL-ST-4202 & 4203.
1-∅12-ZH1 E.F. (4.417m) 5. FIRE EXIT STAIR 1 LOCATION AND
242

DIMENSIONS ARE BASED IN REFERENCE

VARIES

VARIES

DRAWING THRU TDJV SUBMITTAL:

NSCR-CP01-01-ST21-SD-R03-0791 TO 0795.
6. THIS DRAWING SHALL BE READ IN
CONJUNCTION TO THE LATEST CONCRETE
168

23-∅12-200-ZV1 TO ZV4 E.F. DRAWING PLAN, ARCHITECTURAL DETAIL

PLAN AND MEP DRAWING PRIOR TO THE
IMPLEMENTATION AT SITE.
150 7. FOR BEAM STIRRUPS LOCATION OF HOOK
150
SHALL BE ALTERNATE RIGHT AND LEFT
SIDE OF CROSS SECTION.
7. CONSTRUCTION JOINT MAY ALTER
BASED ON SITE NEEDS.
1 ZOCALO VERTICAL BAR DETAILS 2 ZOCALO HORIZONTAL BAR DETAILS
31 OF 36 SCALE 1:20MM 31 OF 36 SCALE 1:50MM
NORTH - SOUTH COMMUTER RAILWAY
(NSCR) PROJECT
(MALOLOS - TUTUBAN)

WEST VALENZUELA

REPUBLIC OF THE PHILIPPINES FIRE EXIT STAIR 1

DEPARTMENT OF TRANSPORTATION SHOP DRAWING
(DOTr) RAILWAY SECTOR WEST VALENZUELA STATION
NSTren CONSORTIUM
NSCR PROJECT GENERAL CONSULTANT DATEM FIRE EXIT STAIR 1 (ZOCALO & LANDING)
NSCR-CP01-17-CV20-SD-R03-4491-1
PHILIPPINE NATIONAL RAILWAY TAISEI - DMCI JOINT VENTURE YOUR TRUSTED BUILDER
(STAIR LANDING TO PLATFORM LEVEL)
(PNR) NORTH I (MALOLOS - TUTUBAN) PROJECT North - South Commuter Railway (NSCR) Project
Package 01 Elevated Structures, 6 Stations and Depot PART 2 OF 2 31 OF 36
AS SHOWN
 6
C D 1 2 3 4 5 5'
1
C4
500 2575 2240 240 1535 150
(8 THREAD @280) 100 800 3625 A 4

1600 2825 B
125 375 500 ∅12-VB3
9-∅12-200-VB1 8-∅12-200-VB3 C
1000 1-∅12-VB2 125
10 ∅32-TEEB1 D
∅32-TEEB2

200
250
9 4-∅16-WBB1 E.F
WEST VALENZUELA STATION
S20

50
PLAZA KEYPLAN

40
5
EEB1

∅10MM FILLER BOARD

400 100
50
150 1

40
50

250

∅20-BEEB2
150

S15 ) 18-∅12-150-S1
00
0 x7
0
M(4
B EA
100

1750
3800

4-∅32-TEEB1 (4.888m)
W20
W20

W20

544

544
500 1550 200 400

200 300 100

3672 LEGEND:
PC1 LONGITUDINAL TOP BARS (LT)
LONGITUDINAL BOTTOM BARS (LB)
FRAME BARS (FR)
800

800

800
4-∅32-TEEB2 (4.888m)
TRANSVERSE TOP BARS (TT)
TRANSVERSE BOTTOM BARS (TB)

608

608
NOSING BARS (NB)
GB2 GB2 GB3
TOP BARS LAYER 1 (T)
TOP BARS LAYER 2 (T)
BOTTOM BARS (B)
3761 WEB BARS (WB)
STIRRUPS (S)
FIRE EXIT STAIR 1 (GROUND TO PLAZA) 4-∅16-WBB1 EF (3.761m) CORNER STIRRUPS
ZOCALO VERTICAL BARS
(CT)
(ZV)
E WALL REINFORCEMENT DETAILS ZOCALO HORIZONTAL BARS (ZH)

320
32 OF 36 SCALE 1:50MM WALL VERTICAL BARS (VB)
WALL HORIZONTAL BARS (HB)
3693 CONSTRUCTION JOINT (CJ)
D 4-∅20-BEEB1 (4.013m) 24-∅25-200-LT
BAR MARK
6265 700 SPACING
2240 1450 475 100 2 EEB1 CROSS SECTION DETAILS BAR DIAMETER
125 QUANTITY
(280 THREAD @8) 240 1210 32 OF 36 SCALE 1:40MM
NOTE:

150
150

1. ALL REINFORCING BARS SHALL BE DEFORMED

1 TYPE AND CONFORM TO THE FOLLOWING:

550
125 GRADE 60, fy=414MPa (∅16 AND ABOVE)
800 3625 GRADE 40, fy=275MPa (∅12 AND BELOW)
1200
1650

2. ALL DIMENSIONS ARE IN MILLIMETERS AND

800 2825
400
ELEVATION ARE IN METERS UNLESS NOTED.
3. THE MINIMUM CONCRETE COMPRESSIVE
BEAM(400x700) 400 CYLINDER STRENGTH
100
EEB1 500x800(-50)

(f'c) SHALL BE AS FOLLOWS:

5 9 RC UPSTAND
ZOCALO
3775

-50 H250
H100 18-∅12-150-S1 BEAMS 36 MPa
150

S20
1100

700
200 STAIRS 36 MPa
150

50 RC WALLS 36 MPa
FFL(+2.75)
3625

20 15 10 395 SSL+2.70 4. REINFORCEMENT DIAMETER, SPACING AND

40

100
SL=FFL-50

1400
D DETAILS ARE BASED IN REFERENCE
DRAWING OF:
1200

400

NSCR-DWG-VAL-ST-4202 & 4203.

400
5. FIRE EXIT STAIR 1 LOCATION AND
2125

BEAM(400x700) DIMENSIONS ARE BASED IN REFERENCE

700

40
DRAWING THRU TDJV SUBMITTAL:
NSCR-CP01-01-ST21-SD-R03-0791 TO 0795.

300
C2
150

6. THIS DRAWING SHALL BE READ IN

1175

CONJUNCTION TO THE LATEST CONCRETE

150

DRAWING PLAN, ARCHITECTURAL DETAIL

800
25

1600 PLAN AND MEP DRAWING PRIOR TO THE

600

450

IMPLEMENTATION AT SITE.
7. FOR BEAM STIRRUPS LOCATION OF HOOK
SHALL BE ALTERNATE RIGHT AND LEFT
3 EEB1 CONNECTION DETAILS @ C2 SIDE OF CROSS SECTION.
600

PG4B 800x1200(-125)
32 OF 36 SCALE 1:40MM 7. CONSTRUCTION JOINT MAY ALTER
800

BASED ON SITE NEEDS.

C2
700 700
NORTH - SOUTH COMMUTER RAILWAY
5320 1605
(19 THREAD @280) (NSCR) PROJECT
(MALOLOS - TUTUBAN)
FIRE EXIT STAIR 1 (GROUND TO PLAZA)
1 WALL REBAR ARRANGEMENT
32 OF 36 SCALE 1:60MM

WEST VALENZUELA

REPUBLIC OF THE PHILIPPINES FIRE EXIT STAIR 1

DEPARTMENT OF TRANSPORTATION SHOP DRAWING
(DOTr) RAILWAY SECTOR WEST VALENZUELA STATION
NSTren CONSORTIUM
NSCR PROJECT GENERAL CONSULTANT DATEM FIRE EXIT STAIR 1 (EEB1 & WALL)
NSCR-CP01-17-CV20-SD-R03-4492-1
PHILIPPINE NATIONAL RAILWAY TAISEI - DMCI JOINT VENTURE YOUR TRUSTED BUILDER
(GROUND FLOOR TO PLAZA LEVEL)
(PNR) NORTH I (MALOLOS - TUTUBAN) PROJECT North - South Commuter Railway (NSCR) Project
Package 01 Elevated Structures, 6 Stations and Depot PART 1 OF 2 32 OF 36
AS SHOWN
 B B A
A 6
1 2 3 4 5 5'

A
B

A
TYPE 1 TYPE 2 TYPE 3
TYPE 4 A
B

C
C
4

B
C
1

D
C

B
D

A
800 3625
A
1600 2825
14-∅16-200-VB3
B WEST VALENZUELA STATION
TYPE 5 TYPE 6 TYPE 7
∅32-TEEB1 ∅12-VB3 PLAZA KEYPLAN
∅32-TEEB2 2-∅12-HB3 E.F 1-∅12-HB1 E.F

20
1-∅12-HB2 E.F

1 WALL CROSS SECTION DETAILS

33 OF 36 SCALE 1:40MM

1250

150
∅16-VB
LEGEND:
LONGITUDINAL TOP BARS (LT)
LONGITUDINAL BOTTOM BARS (LB)
FRAME BARS (FR)
TRANSVERSE TOP BARS (TT)
TRANSVERSE BOTTOM BARS (TB)
NOSING BARS (NB)
TOP BARS LAYER 1 (T)
TOP BARS LAYER 2 (T)
BOTTOM BARS (B)
2-∅12-HB3 (4.419m) E.F

WEB BARS (WB)

STIRRUPS (S)
CORNER STIRRUPS (CT)
2675

ZOCALO VERTICAL BARS (ZV)

1155 ZOCALO HORIZONTAL BARS (ZH)
3169

WALL VERTICAL BARS (VB)

WALL HORIZONTAL BARS (HB)
3625

1-∅12-HB1(2.756m) E.F CONSTRUCTION JOINT (CJ)

24-∅25-200-LT
01
16 BAR MARK
1124 SPACING
BAR DIAMETER
QUANTITY
1-∅12-HB2(2.762m) E.F
∅12-HB3
8 NOTE:
∅16-VB 163
1. ALL REINFORCING BARS SHALL BE DEFORMED
150 225 500 TYPE AND CONFORM TO THE FOLLOWING:
GRADE 60, fy=414MPa (∅16 AND ABOVE)
20 20 GRADE 40, fy=275MPa (∅12 AND BELOW)
2. ALL DIMENSIONS ARE IN MILLIMETERS AND

20
∅16-VB ELEVATION ARE IN METERS UNLESS NOTED.
3. THE MINIMUM CONCRETE COMPRESSIVE
800

FILLER BAR 420 CYLINDER STRENGTH

VARIES
(f'c) SHALL BE AS FOLLOWS:

40

75
BEAMS 36 MPa

200

200
S20 STAIRS 36 MPa
1 ∅12-HB

75
RC WALLS 36 MPa
110
4-∅32-TEEB1 4. REINFORCEMENT DIAMETER, SPACING AND
4-∅32-TEEB2 DETAILS ARE BASED IN REFERENCE

720

720
DRAWING OF:

800
720
800

NSCR-DWG-VAL-ST-4202 & 4203.

VARIES
VARIES
600
∅12-S5 5. FIRE EXIT STAIR 1 LOCATION AND
∅12-S1 DIMENSIONS ARE BASED IN REFERENCE
DRAWING THRU TDJV SUBMITTAL:
4-∅16-WBB1 E.F NSCR-CP01-01-ST21-SD-R03-0791 TO 0795.
700 700 EEB1 6. THIS DRAWING SHALL BE READ IN
200 CONJUNCTION TO THE LATEST CONCRETE

40
1400 111
DRAWING PLAN, ARCHITECTURAL DETAIL
4-∅20-BEEB1 40 420 40 PLAN AND MEP DRAWING PRIOR TO THE
18-∅12-150-S1(2.430m) 36-∅12-150-S5 (0.906m) 32-∅16-200-VB IMPLEMENTATION AT SITE.
500
7. FOR BEAM STIRRUPS LOCATION OF HOOK
SHALL BE ALTERNATE RIGHT AND LEFT
SIDE OF CROSS SECTION.
3 EEB1 & WALL @ TYPICAL SECTION 7. CONSTRUCTION JOINT MAY ALTER
2 RC UPSTAND REBAR DETAILS 33 OF 36 SCALE 1:40MM
BASED ON SITE NEEDS.

33 OF 36 SCALE 1:40MM

NORTH - SOUTH COMMUTER RAILWAY

(NSCR) PROJECT
(MALOLOS - TUTUBAN)

WEST VALENZUELA

REPUBLIC OF THE PHILIPPINES FIRE EXIT STAIR 1

DEPARTMENT OF TRANSPORTATION SHOP DRAWING
(DOTr) RAILWAY SECTOR WEST VALENZUELA STATION
NSTren CONSORTIUM
NSCR PROJECT GENERAL CONSULTANT DATEM FIRE EXIT STAIR 1 (EEB1 & WALL)
NSCR-CP01-17-CV20-SD-R03-4493-1
PHILIPPINE NATIONAL RAILWAY TAISEI - DMCI JOINT VENTURE YOUR TRUSTED BUILDER
(GROUND FLOOR TO PLAZA LEVEL)
(PNR) NORTH I (MALOLOS - TUTUBAN) PROJECT North - South Commuter Railway (NSCR) Project
Package 01 Elevated Structures, 6 Stations and Depot PART 2 OF 2 33 OF 36
AS SHOWN
 (13 RISER @180)
6
IN ABEYANCE B C 1 2 3 4 5 5'
31-∅12-200-VB7 9-∅12-200-VB3
BE 1-∅12-VB8
∅12-VB4 A
AM 1000 4

(4 B
00 70 1-∅12-VB9
x7
00 500 350 150
) C
(LANDING) D

250
FFL(+13.207) 68

50
SSL+13.157 S20
WEST VALENZUELA STATION
65
PLAZA KEYPLAN

800
5805
EEB1

60
5320

(20 RISER @172)

225 150 1580 1620 500
(19 TREAD @280)

8169

3444
C4
55

STORMPROOF
LOUVER 1-∅12-VB5
)
00
1-∅12-VB6 x7
4 00
125 100 AM(
BE
8-∅12-200-VB3
50
∅12-VB4 C4

(LANDING)
50

250
FFL(+9.763) 48
LEGEND:
SSL+9.713 S20 LONGITUDINAL TOP BARS (LT)
LONGITUDINAL BOTTOM BARS (LB)
FRAME BARS (FR)
45 (TT)
800
TRANSVERSE TOP BARS
TRANSVERSE BOTTOM BARS (TB)
NOSING BARS (NB)
EEB1 TOP BARS LAYER 1 (T)
TOP BARS LAYER 2 (T)
BOTTOM BARS (B)
500 460 852 EEB1 WEB BARS (WB)
2335

STIRRUPS (S)
CORNER STIRRUPS (CT)
ZOCALO VERTICAL BARS (ZV)
FIRE EXIT STAIR 1 (LANDING +9.673 TO LANDING +13.207) ZOCALO HORIZONTAL BARS (ZH)
E WALL REINFORCEMENT DETAILS WALL VERTICAL BARS (VB)
1:50MM WALL HORIZONTAL BARS (HB)
34 OF 36 SCALE
CONSTRUCTION JOINT (CJ)
B C 24-∅25-200-LT
BAR MARK
8170
SPACING
500 950 5600 1620 500 BAR DIAMETER
(20 THREAD @280) LOUVER (LANDING) QUANTITY
150 350 350 150
STORMPROOF 120
150

NOTE:
150

1. ALL REINFORCING BARS SHALL BE DEFORMED

700

-2361

EEB1 500x800(-2534)
550

ZOCALO S20 100 125 TYPE AND CONFORM TO THE FOLLOWING:

H100 200 GRADE 60, fy=414MPa (∅16 AND ABOVE)
GRADE 40, fy=275MPa (∅12 AND BELOW)

1650
FFL(+13.207) 2. ALL DIMENSIONS ARE IN MILLIMETERS AND
1200
400

DN SSL+13.157 ELEVATION ARE IN METERS UNLESS NOTED.

EEB1 500x800(+2335)

SL=FFL-2361
380 BEAM(400x700) 3. THE MINIMUM CONCRETE COMPRESSIVE
RC UPSTAND 850 CYLINDER STRENGTH
H250 ZOCALO
48 50 55 H100 60 65 68 (f'c) SHALL BE AS FOLLOWS:

3775
STORMPROOF
150

LOUVER BEAMS 36 MPa

1100

+2335
150

S20 STAIRS 36 MPa

3775

125 100
200 47 45 40 35 30 -1081 29 25 20 RC WALLS 36 MPa
S20

EEB1 500x800(+2010)
EEB1 500x800(-1700)
1200 200 4. REINFORCEMENT DIAMETER, SPACING AND
150 120
DETAILS ARE BASED IN REFERENCE
1200

DRAWING OF:
400

NSCR-DWG-VAL-ST-4202 & 4203.

BEAM(400x700)
FFL(+9.763) 5. FIRE EXIT STAIR 1 LOCATION AND

2125
FFL(+6.347) DIMENSIONS ARE BASED IN REFERENCE
SSL+9.9713 ZOCALO SSL+6.297
H100 DRAWING THRU TDJV SUBMITTAL:
575

SL=FFL+2335 SL=FFL-1081 NSCR-CP01-01-ST21-SD-R03-0791 TO 0795.

150

150
6. THIS DRAWING SHALL BE READ IN
150

CONJUNCTION TO THE LATEST CONCRETE

DRAWING PLAN, ARCHITECTURAL DETAIL
600

600

600
BLOCK WALL PLAN AND MEP DRAWING PRIOR TO THE
450

IMPLEMENTATION AT SITE.
1 7. FOR BEAM STIRRUPS LOCATION OF HOOK
400 200

SHALL BE ALTERNATE RIGHT AND LEFT

SIDE OF CROSS SECTION.
600

600

600
PG4B 800x1200(-125)
7. CONSTRUCTION JOINT MAY ALTER
C4 C4 BASED ON SITE NEEDS.

500 500 380 500

120
1250 4760 1500 NORTH - SOUTH COMMUTER RAILWAY
(LANDING) (17 THREAD @280) (LANDING) (19 THREAD @280) (NSCR) PROJECT
(MALOLOS - TUTUBAN)
FIRE EXIT STAIR 1 (LANDING +9.673 TO LANDING +13.207)
1 WALL REBAR ARRANGEMENT
34 OF 36 SCALE 1:60MM

WEST VALENZUELA

REPUBLIC OF THE PHILIPPINES FIRE EXIT STAIR 1

DEPARTMENT OF TRANSPORTATION SHOP DRAWING
(DOTr) RAILWAY SECTOR WEST VALENZUELA STATION
NSTren CONSORTIUM
NSCR PROJECT GENERAL CONSULTANT DATEM FIRE EXIT STAIR 1 (EEB1 & WALL)
NSCR-CP01-17-CV20-SD-R03-4494-1
PHILIPPINE NATIONAL RAILWAY TAISEI - DMCI JOINT VENTURE YOUR TRUSTED BUILDER
(STAIR LANDING TO STAIR LANDING)
(PNR) NORTH I (MALOLOS - TUTUBAN) PROJECT North - South Commuter Railway (NSCR) Project
Package 01 Elevated Structures, 6 Stations and Depot PART 1 OF 3 34 OF 36
AS SHOWN
 1 6
IN ABEYANCE B C 1 2 3 4 5 5'
100 563

56
A
1250 1250 560 4

150

150
1200
C

C.C
40
∅16-VB ∅16-VB D

500
WEST VALENZUELA STATION

C.C
1000
PLAZA KEYPLAN

40
B
50
1-∅12-S2 C.C

500
1-∅12-S3 16-∅12-150-S1
1-∅12-S4

600 3175

2-∅12-HB4 (4.769m)
2-∅12-HB4 (4.769m)

600 3775

3025

3025
600 3775
3519

3519
3775

3775
600 3175

16-∅12-150-S1
1-∅12-S4 50

500
1-∅12-S3 C.C
1-∅12-S2

1000
∅12-HB ∅12-HB C

C.C
40
∅16-VB ∅16-VB

500

C.C
40
1200 LEGEND:
560 LONGITUDINAL TOP BARS (LT)
LONGITUDINAL BOTTOM BARS (LB)
FRAME BARS (FR)
600

600

56
100 TRANSVERSE TOP BARS (TT)
563
TRANSVERSE BOTTOM BARS (TB)
NOSING BARS (NB)
1 TOP BARS LAYER 1 (T)
2 EEB1 CONNECTION DETAILS @ C4 TOP BARS LAYER 2 (T)
(B)
BOTTOM BARS
35 OF 36 SCALE 1:40MM
600

600

WEB BARS (WB)

STIRRUPS (S)
CORNER STIRRUPS (CT)
C4 C4 ZOCALO VERTICAL BARS (ZV)
ZOCALO HORIZONTAL BARS (ZH)
500 500 500 500
WALL VERTICAL BARS (VB)
1000 1000 WALL HORIZONTAL BARS (HB)
1350 CONSTRUCTION JOINT (CJ)
24-∅25-200-LT
BAR MARK
SPACING
BAR DIAMETER
QUANTITY

NOTE:
1. ALL REINFORCING BARS SHALL BE DEFORMED
1319 TYPE AND CONFORM TO THE FOLLOWING:
GRADE 60, fy=414MPa (∅16 AND ABOVE)
GRADE 40, fy=275MPa (∅12 AND BELOW)
2. ALL DIMENSIONS ARE IN MILLIMETERS AND
ELEVATION ARE IN METERS UNLESS NOTED.
3. THE MINIMUM CONCRETE COMPRESSIVE
CYLINDER STRENGTH
(f'c) SHALL BE AS FOLLOWS:
BEAMS 36 MPa
01 STAIRS 36 MPa
66
RC WALLS 36 MPa

4. REINFORCEMENT DIAMETER, SPACING AND

1-∅12-HB5(8.681m) DETAILS ARE BASED IN REFERENCE
DRAWING OF:
NSCR-DWG-VAL-ST-4202 & 4203.
5. FIRE EXIT STAIR 1 LOCATION AND
DIMENSIONS ARE BASED IN REFERENCE
DRAWING THRU TDJV SUBMITTAL:
01 NSCR-CP01-01-ST21-SD-R03-0791 TO 0795.
66
6. THIS DRAWING SHALL BE READ IN
CONJUNCTION TO THE LATEST CONCRETE
DRAWING PLAN, ARCHITECTURAL DETAIL
1-∅12-HB6(8.682m) PLAN AND MEP DRAWING PRIOR TO THE
IMPLEMENTATION AT SITE.
7. FOR BEAM STIRRUPS LOCATION OF HOOK
SHALL BE ALTERNATE RIGHT AND LEFT
SIDE OF CROSS SECTION.
7. CONSTRUCTION JOINT MAY ALTER
BASED ON SITE NEEDS.

730 C C
B NORTH - SOUTH COMMUTER RAILWAY
B
(NSCR) PROJECT
D
B

A
1 RC UPSTAND REBAR DETAILS (MALOLOS - TUTUBAN)
A A
35 OF 36 SCALE 1:40MM

TYPE 1 TYPE 2 TYPE 2

762

WEST VALENZUELA

REPUBLIC OF THE PHILIPPINES FIRE EXIT STAIR 1

DEPARTMENT OF TRANSPORTATION SHOP DRAWING
(DOTr) RAILWAY SECTOR WEST VALENZUELA STATION
NSTren CONSORTIUM
NSCR PROJECT GENERAL CONSULTANT DATEM FIRE EXIT STAIR 1 (EEB1 & WALL)
NSCR-CP01-17-CV20-SD-R03-4495-1
PHILIPPINE NATIONAL RAILWAY TAISEI - DMCI JOINT VENTURE YOUR TRUSTED BUILDER
(STAIR LANDING TO STAIR LANDING)
(PNR) NORTH I (MALOLOS - TUTUBAN) PROJECT North - South Commuter Railway (NSCR) Project
Package 01 Elevated Structures, 6 Stations and Depot PART 2 OF 3 35 OF 36
AS SHOWN
 6
IN ABEYANCE 1 2 3 4 5 5'

A
1
4

B
600 3775 C
1200 3175 D
16-∅16-200-VB4
∅32-TEEB1 2-∅12-HB1
∅32-TEEB2 2-∅12-HB2
∅12-VB3
B WEST VALENZUELA STATION
B
4-∅16-WBB1 E.F
A PLAZA KEYPLAN

C.C

A
A

A
20
TYPE 1 TYPE 2 TYPE 3

C
A
C
50

A
C.C

C.C
40
B
1-∅12-S2 ∅20-BEEB2
1-∅12-S3 TYPE 4 TYPE 5
1-∅12-S4 18-∅12-150-S1

3865

4-∅32-TEEB3 (4.953m)
544

544
LEGEND:
LONGITUDINAL TOP BARS (LT)
LONGITUDINAL BOTTOM BARS (LB)
FRAME BARS (FR)
3737 TRANSVERSE TOP BARS (TT)
TRANSVERSE BOTTOM BARS (TB)
NOSING BARS (NB)
4-∅32-TEEB4 (4.953m) TOP BARS LAYER 1 (T)
TOP BARS LAYER 2 (T)
608

608
BOTTOM BARS (B)
WEB BARS (WB)
STIRRUPS (S)
CORNER STIRRUPS (CT)
3826 ZOCALO VERTICAL BARS (ZV)
ZOCALO HORIZONTAL BARS (ZH)
WALL VERTICAL BARS (VB)
4-∅16-WBB2 EF (3.826m) (HB)
WALL HORIZONTAL BARS
320 CONSTRUCTION JOINT (CJ)
24-∅25-200-LT
BAR MARK
3758 SPACING
BAR DIAMETER
4-∅20-BEEB2 (4.078m) QUANTITY

1 NOTE:
EEB1 CROSS SECTION DETAILS
1:40MM 1. ALL REINFORCING BARS SHALL BE DEFORMED
36 OF 36 SCALE TYPE AND CONFORM TO THE FOLLOWING:
GRADE 60, fy=414MPa (∅16 AND ABOVE)
GRADE 40, fy=275MPa (∅12 AND BELOW)
2. ALL DIMENSIONS ARE IN MILLIMETERS AND
ELEVATION ARE IN METERS UNLESS NOTED.
150 350 3. THE MINIMUM CONCRETE COMPRESSIVE
40 20 CYLINDER STRENGTH
(f'c) SHALL BE AS FOLLOWS:
20

BEAMS 36 MPa
∅16-VB
STAIRS 36 MPa
250

FILLER BAR VARIES RC WALLS 36 MPa

∅12-HB
4. REINFORCEMENT DIAMETER, SPACING AND
40

75

DETAILS ARE BASED IN REFERENCE

200

DRAWING OF:
4-∅32-TEEB1 S20 70 NSCR-DWG-VAL-ST-4202 & 4203.
75

4-∅32-TEEB2 5. FIRE EXIT STAIR 1 LOCATION AND

DIMENSIONS ARE BASED IN REFERENCE
DRAWING THRU TDJV SUBMITTAL:
VARIES

NSCR-CP01-01-ST21-SD-R03-0791 TO 0795.
720

720

VARIES
800
720

6. THIS DRAWING SHALL BE READ IN

CONJUNCTION TO THE LATEST CONCRETE
600

∅12-S5
DRAWING PLAN, ARCHITECTURAL DETAIL
∅12-S1
PLAN AND MEP DRAWING PRIOR TO THE
4-∅16-WBB1 E.F IMPLEMENTATION AT SITE.
EEB1 7. FOR BEAM STIRRUPS LOCATION OF HOOK
200 SHALL BE ALTERNATE RIGHT AND LEFT
40

111 SIDE OF CROSS SECTION.

4-∅20-BEEB1 40 420 40 7. CONSTRUCTION JOINT MAY ALTER
21-∅12-150-S1-S4 36-∅12-150-S5 (0.906m) 32-∅16-200-VB BASED ON SITE NEEDS.
500

2 EEB1 & WALL @ TYPICAL SECTION NORTH - SOUTH COMMUTER RAILWAY

36 OF 36 SCALE 1:40MM
(NSCR) PROJECT
(MALOLOS - TUTUBAN)

WEST VALENZUELA

REPUBLIC OF THE PHILIPPINES FIRE EXIT STAIR 1

DEPARTMENT OF TRANSPORTATION SHOP DRAWING
(DOTr) RAILWAY SECTOR WEST VALENZUELA STATION
NSTren CONSORTIUM
NSCR PROJECT GENERAL CONSULTANT DATEM FIRE EXIT STAIR 1 (EEB1 & WALL)
NSCR-CP01-17-CV20-SD-R03-4496-1
PHILIPPINE NATIONAL RAILWAY TAISEI - DMCI JOINT VENTURE YOUR TRUSTED BUILDER
(STAIR LANDING TO STAIR LANDING)
(PNR) NORTH I (MALOLOS - TUTUBAN) PROJECT North - South Commuter Railway (NSCR) Project
Package 01 Elevated Structures, 6 Stations and Depot PART 3 OF 3 36 OF 36
AS SHOWN