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S-3 Proposed Filling Station (Caltex Station) : Conc. Gutter-Parapet Det

The document contains a diagram showing reinforcement details for a concrete structure. It includes the placement of temperature bars, bent-up bars, and extra cut bars spaced at various intervals within the concrete. The diagram also labels locations for the top of the firewall, parapet, roof deck slab, and different cross-sections of the structure.
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100% found this document useful (1 vote)
2K views1 page

S-3 Proposed Filling Station (Caltex Station) : Conc. Gutter-Parapet Det

The document contains a diagram showing reinforcement details for a concrete structure. It includes the placement of temperature bars, bent-up bars, and extra cut bars spaced at various intervals within the concrete. The diagram also labels locations for the top of the firewall, parapet, roof deck slab, and different cross-sections of the structure.
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as PDF, TXT or read online on Scribd
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1200 3300

10mmØ TEMPERATURE 12mmØ BENT-UP BARS SPACED 12mmØ EXTRA CUT BARS SPACED
BARS SPACED @ 300mm @ 200mm O.C., B.W. @ L/2 @ 200mm O.C., B.W. @ L/2 400 700 3150 150
O.C., B.W. @ L/4
C D E' E TOP OF FIREWALL
1000 9250mm 1000
100 120 L/4=700 L/2=1400 L/4=700

6" CHB
600 2500 4300 2450 500 400

1000
100

4" CHB
L/4=1025 L/2=2000 L/4=1025 L/4=488 L/2=975 L/4=488 TOP OF CHB PARAPET

450 350
4 TOP OF ROOF DECK SLAB W/ 1% SLOPE TO GUTTER

800
CB-3 RB-3 RB-3 RB-3 CB-3

120
200
GUTTER

RB-2

RB-2
10mmØ TEMPERATURE

400
L/4=700

L/4=975

120
CB-3 RB-2 1200

1300
10mmØ TEMPERATURE

RB-2
100 400 700

GUTTER
10mmØ TEMPERATURE
120 3"Ø STAINLESS STRAINER
12mmØ EXTRA CUT BARS
S-1 BOTTOM OF TOP OF CHB PARAPET
12mmØ RSB FROM SLAB

4" CHB
12mmØ BENT-UP BARS
12mmØ BENT-UP BARS

12mmØ BENT-UP BARS


12mmØ BENT-UP BARS
12mmØ EXTRA CUT BARS
CONC. PARAPET
L/2=1400

10mmØ RSB

350
12mmØ EXTRA CUT BARS

6" THK. CHB FIREWALL


FROM SLAB

RB-2
12mmØ EXTRA CUT BARS S-2 S-2
CS

L/2=1950

800
12mmØ EXTRA CUT BARS

120
GUTTER

130 120 200


4500mm

4300
RB-2

RB-2
12mmØ EXTRA CUT BARS

RB-2
S-2 CB-3 CB-3

450
12mmØ EXTRA CUT BARS

3150mm
COLUMN

COLUMN
10mmØ TEMPERATURE
L/4=700

50
3000
10mmØ TEMPERATURE
BOTTOM OF
CONC. PARAPET 3"Ø PVC DOWNSPOUT

GUTTER

2725

2700
10mmØ TEMPERATURE
10mmØ TEMPERATURE RB-2 RB-2 S-1 1/2"Ø HALF-ROUND
3 DRIP MOULD

L/4=975
10mmØ TEMPERATURE 12mmØ GUTTER-PARAPET REINFORCEMENT

10mmØ TEMPERATURE
10mmØ TEMPERATURE
12mmØ TEMPERATURE
12mmØ TEMPERATURE
12mmØ TEMPERATURE
12mmØ TEMPERATURE
10mmØ TEMPERATURE
S-1 S-1 S-1
CONCRETE GUTTER-PARAPET DETAIL
1200

CB-3

CB-3
CB-3

10mmØ TEMPERATURE

CONC. GUTTER-PARAPET DET.


12mmØ TEMP.
12mmØ TEMP.
GUTTER GUTTER GUTTER CB-3
RB-3
3' 5

200
12mmØ TEMP.
12mmØ TEMP.
S-3 SCALE 1 : 25 M
NOTE: REINFORCED CONCRETE SLAB MUST BE 120mm THK. w/ WATER-PROOFING.

3 REINFORCED CONCRETE SLAB LAYOUT CATWALK FIN. FLR. LINE GROUND FIN. FLR. LINE

200
175
S-3 SCALE 1 : 50 M DRIVEWAY LEVEL

C D E' E 4 GUTTER-ROOF SLAB DETAIL/SECTION


S-3 SCALE 1 : 30 M
9250mm 1000
1000 2500 4300 2450
600 1200 1200 1900 200 250 200 150 2-12mm Ø HORIZONTAL BARS
100 2-12mmØ HORI- 10mm Ø ZIGZAG TIES

150 mm
L/4=1175
TOP OF ZONTAL BARS
300mm 10mm Ø STIRRUPS 2-16mm Ø HORIZONTAL BARS 3-16mm Ø HORIZONTAL BARS 2-16mm Ø HORIZONTAL BARS

350 mm
6" THK. CHB FIREWALL 6" THK. CHB FIREWALL COMPACTED BEDDING DRIVEWAY 50 10mmØ TIES SPACED

400 mm

400 mm
4
4" THK. CONCRETE/CHB PARAPET

PARAPET

OR SUB-GRADE SPACED @: 6@50mm; 2-16mm Ø HORIZONTAL BARS 2-16mm Ø HORIZONTAL BARS @300mm O.C.
CB-3 RB-3 CB-3 8@100mm & REST@200mm LONGITUDINAL
1300

RB-2 RB-2 TOP OF DRIVEWAY 2-16mm Ø HORIZONTAL BARS PLANT BOX


2-16mm Ø HORIZONTAL BARS

50
GUTTER

2-16mm Ø HORIZONTAL BARS 2-16mm Ø HORIZONTAL BARS 100

200
150
STIFFENER SECTION @ SUPPORT
S-1
300
STIFFENER
RB-2

6-16mm Ø SECTION @ SUPPORT SECTION @ SUPPORT 2-12mm Ø HORIZONTAL BARS


4" THK. CONCRETE/CHB
3300

RB-2

150 mm
HORIZONTAL BARS 10mm Ø STIRRUPS SPACED @:
CS S-2 S-2 ROAD LEVEL 10mm Ø STIRRUPS SPACED @: 10mm Ø STIRRUPS SPACED @:
4500mm

200 250 200 10mm Ø ZIGZAG TIES


6@50mm; 8@100mm & REST@200mm
STIFFENER

CB-3
4300

STIFFENER 6@50mm; 8@100mm & REST@200mm 6@50mm; 8@100mm & REST@200mm


RB-2

RB-2

150
S-2 ON CENTER, BOTHWAYS ON CENTER, BOTHWAYS ON CENTER, BOTHWAYS

350
CROSS SECTION
3000

2-16mm Ø HORIZONTAL BARS


GUTTER

350 mm
GRADE BEAM 2-16mm Ø HORIZONTAL BARS 2-16mm Ø HORIZONTAL BARS
150mm THK. CHB, PLASTERED,

400 mm

400 mm
2-16mm Ø HORIZONTAL BARS
RB-2 RB-2
S-1 PLANT BOX GUTTER DETAIL STIFFENER BEAM WALL 2 PLAIN CEMENT SMOOTH FINISHED
3 8-16mm Ø VERTICAL
2-16mm Ø HORIZONTAL BARS 2-16mm Ø HORIZONTAL BARS 2-16mm Ø HORIZONTAL BARS 10mm Ø VERTICAL &
S-1 S-1 S-1
1200

CB-3

CB-3

CB-3

BARS 3-16mm Ø HORIZONTAL BARS 2-16mm Ø HORIZONTAL BARS HORIZONTAL REINFORCEMENT


CB-3
1800 (MINIMUM)

RB-3 SECTION @ MIDSPAN 100mm THK. CATWALK 1200 SPACED @ 600mm, O.C., B.W.
1200

GUTTER GUTTER GUTTER SECTION @ MIDSPAN SECTION @ MIDSPAN CATWALK


3'
200

10mm Ø LATERAL SLAB W/10mmØ BASEBARS


TIES SPACED AT: SPACED @ 600mm O.C., B.W. 100 1100 3-12mm Ø LONGITUDINAL
COLUMN
4" THK. CONCRETE/CHB PARAPET 4" THK. CONCRETE/CHB PARAPET 4@50mm; 6@100mm &
REST @ 150mm O.C.
FOOTING-TIE BEAM (FTB) ROOF BEAM 2 (RB-2) ROOF BEAM 3 (RB-3) WALL
STORAGE/
BARS W/ 10mmØ TIES
SPACED @ 300mm O.C., B.W.
DRIVEWAY
7-16mm Ø BASEBARS OFFICE FIN. FLR. LINE

ROOF DECK FRAMING PLAN

100100
FOOTING BOTHWAYS CATWALK FIN. FLR. LINE OFFICE FIN. FLR. LINE

200
2 10mm Ø STIRRUPS SPACED @:

25
6" THK. FIST-SIZED 5@50mm; 4@100mm & REST@150mm 500 700 250 100mm THK.

175
200
GRAVEL BEDDING ON CENTER, BOTHWAYS TOP OF DRIVEWAY GRAVEL BEDDING
S-3 SCALE 1 : 100 M
250 2-16mm Ø HORIZONTAL BARS 100mm THK. 300

200 200
300

FOOTING

400 mm
2-16mm Ø HORIZONTAL BARS GRAVEL BEDDING

RB-2
CATWALK GUTTER 500 mm

400
2-16mm Ø HORIZONTAL BARS 2-16mm Ø HORIZONTAL BARS
200

2-16mm Ø HORIZONTAL BARS 2-16mm Ø HORIZONTAL BARS CATWALK GUTTER & SLAB WALL2-FOOTING1 (W2-F1)
C D E' E TYPICAL SECTION
SECTION @ FREE END
CANTILEVER BEAM 3 (CB-3)
SECTION @ SUPPORT 150
200
100mm THK. SLAB 150
ON FILL W/ 10mmØ
1000 9250mm 1000 100mm THK. SLAB-ON-FILL W/10mmØ
1200mm 1200mm 1200mm 2-12mm Ø VERTICAL BARS 100

150
BASEBARS SPACED BASEBARS SPACED @ 600mm O.C., B.W.
@ 600mm O.C., B.W.
2500 4300 2450 450 300 450 450 300 450 450 300 450 2-12mm Ø VERTICAL BARS SALES AREA FIN. FLR. LINE
1200 1200 100 1800 C3: PLAN 10mm Ø VERTICAL &

200
WALL 1 HORIZONTAL REINFORCEMENT
TOP OF DRIVEWAY
W2-GB W2-FTB W2-FTB W2-FTB W2-GB SPACED @ 600mm, O.C., B.W.
4
300

300
4-12mm Ø VERTICAL BARS
8-16mm Ø VERTICAL 10mm Ø VERTICAL &
W1-F1
W1-F1

450

C3
C2-F3

C2-F3

C2-F3

C2-F3
1300

300
100mm THK. CHB, PLASTERED,
W1-FTB

BARS 10mm Ø LATERAL TIES SPACED @: HORIZONTAL REINFORCEMENT

800
+ 200 mm SPACED @ 600mm, O.C., B.W. PLAIN CEMENT SMOOTH FINISHED
4@50mm; 4@100mm & REST@200mm ROAD LEVEL
10mm Ø LATERAL 10mm Ø LATERAL ON CENTER, BOTHWAYS 3-12mm Ø LONGITUDINAL
W1-F1 10mm Ø LATERAL 150mm THK. CHB, PLASTERED,
3300

TIES SPACED AT: TIES SPACED AT: BARS W/ 10mmØ TIES


W2-FTB

CATWALK GUTTER

1200mm

1200mm

1200mm
W2-F1 TIES SPACED AT: WALL 2 PLAIN CEMENT SMOOTH FINISHED
4500mm

W1-F1 W1-F1 4@50mm; 6@100mm & 4@50mm; 6@100mm & SPACED @ 300mm O.C., B.W.
W2-FTB

W2-FTB

300
+ 175 mm

4300

+ 150 mm 4@50mm; 6@100mm & REST @ 150mm O.C. REST @ 150mm O.C. OFFICE FIN. FLR. LINE

350 mm

FTB
W1-F1

REST @ 150mm O.C.


W1-F1

100100
+ 150 mm
W1-F1

4-12mm Ø HORIZONTAL BARS


900

900

200
3000

300 mm
+ 200 mm + 100 mm 8-16mm Ø VERTICAL 8-16mm Ø VERTICAL
600 7-16mm Ø BASEBARS BARS BARS 10mm Ø STIRRUPS SPACED @:
100mm THK.
C3 BOTHWAYS GRAVEL BEDDING
6@50mm; 8@100mm & REST@200mm
3
450

W2-FTB W2-FTB 200 ON CENTER, BOTHWAYS 300


1200

7-16mm Ø BASEBARS 7-16mm Ø BASEBARS FOOTING


C2-F2 + 175 mmC2-F2 + 175 mm FTB BOTHWAYS BOTHWAYS C3 SECTION GRADE BEAM 200 SECTION 500 mm
3'
200

CATWALK GUTTER
2100 DRIVEWAY LEVEL: 0.0mm
C2-F2
RAMP UP
C2-F2 PLAN: C2-F2 PLAN: C2-F3 PLAN: C2-F4 C3 (STIFFENER COLUMN) WALL2 ON GRADE BEAM (W2-GB) WALL1-FOOTING1 (W1-F1)
(RAMP) (NOT REQUIRED FOR THIS PROJECT)
CALTEX OFFICE (32.98 sq.m.)

1 FOUNDATION PLAN 6 COLUMN/WALL-FOOTING & BEAM DETAILS


S-3 SCALE 1 : 100 M S-3 SCALE 1 : 25 M

PREPARED BY PRC No.: 82602 PROJECT APPROVED SHEET CONTENTS: MARK REVISION DATE FILE NAME : libmanan_nti_struc SHEET NO.

DRAWN BY :

PROPOSED FILLING STATION


PTR No.: 5326312 FOUNDATION PLAN
ROOF DECK FRAMING PLAN
S-3
DESIGNED BY :
ISSUED AT: PASACAO, C.S.
REINFORCED CONCRETE SLAB LAYOUT
CHARLES C. PALOMA ISSUED ON: JAN. , 2020 (CALTEX STATION) SOUTHERN CROSS DISTRIBUTION, Inc. GUTTER-ROOF SLAB DETAIL/SECTION
CONCRETE GUTTER-PARAPET DETAIL
DATE :

CHECKED :
28 MARCH 2020

CIVIL ENGINEER TIN: - LOCATION: LOT 5760, NAT'L. RD. (corner Road to Libmanan Proper), SAN ISIDRO, LIBMANAN, CAMARINES SUR O W N E R COLUMN/WALL-FOOTING & BEAM DETAILS DATE : STRUCTURAL

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