standard details · 2017. 5. 10. · chief, plans & design section ferdinand s magallanes abelardo...

MANUEL G FABROS S-1

LOCATION:

PROJECT TITLE :PROJECT TITLE :PREPARED BY:

POLICE CHIEF INSPECTOR

CHIEF, PLANS & DESIGN SECTION

FERDINAND S MAGALLANESABELARDO C MATILLANO

DEPUTY DIRECTOR, ENGINEERING SERVICE

CHECKED BY:

HONORIO R AGNILA

ACTING CHIEF, INFRASTRUCTURE DIVISION

POLICE SUPERINTENDENT

PROJECT TITLE :

SHEET NO.

PROJECT TITLE :

CHIEF OF STAFF, ENGINEERING SERVICE

POLICE SENIOR SUPERINTENDENT

RECOMMEND APPROVAL:APPROVED BY:

SUBMITTED BY:


ANTONIO A TAYLAN, JR

POLICE CHIEF SUPERINTENDENT

DIRECTOR, ENGINEERING SERVICE

CONSTRUCTION NOTES AND STANDARD DETAILS

25MM∅ BARSEPARATOR

37

.7

mm

C

LR

.

DIS

TA

NC

E (M

IN

.)

BARS

LESS AREA TRIMMER

SLAB REINFORCEMENT

AREA OF INTERRUPTED

TO SIDE OF EQUAL

(NOT SHOWN) PARALLEL

2-16MMØ @

EACH CORNER

BY THE DESIGNER, BUT IN NO CASE LESS THAN 16.7MM OF EVERY 3.00M

FOR WHICH THE CAMBERS SHALL BE AS NOTED IN PLANS OR AS ORDERED

AND GIRDERS AT LEAST 6.2MM FOR EVERY 3.00M SPAN EXCEPT CANTILIVERS

6. UNLESS OTHERWISE NOTED IN PLAN OR IN SPECIFICATIONS, CAMBER ALL BEAMS

5. MINIMUM CONCRETE PROTECTION OF REINFORCING BARS OR SHAPES

0.051 EMBEDMENT LENGHT SHALL BE 40Ø FOR COMPRESSION BARS.

BARS TO THE FURTHER FACE OF THE WALL SHALL NOT BE LESS THAN

4. IF BE REINFORCING BARS END IN A WALL, THE CLEAR DISTANCE FOR THE

BEAMS & GIRDERS

0.914MM O.C.

37.7MM CLR.

DISTANCE FOR (FOR BEAMS)

(MINIMUM)

25

mm

C

LE

AR

DIS

TA

NC

E

OF FREE SPAN.

SHALL BE A SHOWN:

0.76

0

.

7

6

0

.

7

6

PROVIDE EXTRA BARS

BY BEAM

OPENING IS FRAMED

OMITTED WHERE

TRIMMER MAYBE

0.012M THICK AND OVER

OVER TRIMMER BAR

HOCK SLAB REIN'T.

MIN. 1-16MMØ TOP &

BOT. FOR SLABS

OPENINGS IN FLOOR SLABS AS SHOWN BELOW.

7. PROVIDE SUPPLEMENTARY REINFORCEMENT AT SMALL UNFRAMED

LONG @ 0.208M.O.C.

17 DAY

21 DAY

3 DAY

1 DAY

3. STRIPPING OF FORMS AND SHORES SHALL BE AS FOLLOWS:

2. ALL CONCRETE MUST BE DEPOSITED, VIBRATED AND CURED IN ACCORDANCE

17.50 MPa

40.00 MPa

1. UNLESS OTHERWISE SPECIFIED, THE MIN. 28 DAYS CYLINDER COMPRESSIVE

CONCRETE MIXES & PLACINGS

FOR CONCRETE DEPOSITED AGAINST THE GROUND AND 0.051 CLEAR

3. MINIMUM CONCRETE PROTECTION FOR REINFORCE SHALL BE 0.076 CLEAR

COLUMNS

WITH ACI STANDARD.

SLABS

BEAMS & GIRDER

COLUMNS

FOUNDATIONS

BEDDED SLABS, CATCH BASINS & SIDEWALK

REINFORCE CONCRETE STAIRS

BEAMS, SLABS, CONCRETE TOPPINGS

STRENGHT ARE AS FOLLOWS.

FOR CONCRETE DEPOSITED AGAINST THE FRAMEWORK.

2. NO FOOTING SHALL REST ON FILL.

FOOTINGS & FOOTING TIE BEAMS

10MMØ BAR AT 0.25MOC E.W. AT CENTER OF SLAB. CONSTRUCTION JOINT

(TWO ADJACENT DISCONTINEOUS) AS SHOWN BELOW.

6. PROVIDE EXTRA REINFORCEMENT AT CORNER SLAB

FOR SLAB SHALL NOT BE MORE THAN 3.00M APART.

5-10MMØ BARS @ 0.914M

O.C. BOTTOM BARS

5-10MMØ BARS @ 0.208M

5. UNLESS OTHERWISE NOTED, ALL BEDDED SLAB BE REINFORCED WITH

TENSION FACE AND SHALL NOT BE LESS THAN 0.025 BT.

4. TEMPERATURE BARS FOR SLAB SHALL BE GENERALLY PLACED NEAR THE

C. FOR ALL OTHER REQUIREMENTS, REFER TO ARCHITECTURAL, SANITARY,

B. ALL DRAWINGS SHALL NOT BE SCALED FOR CONSTRUCTION PURPOSES

A. MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS

2. AISC 2013

CAPACITY OF 188 KPa

1. FOOTINGS ARE DESIGNED TO REST ON SOIL WITH BEARING

FOOTINGS

ELECTRICAL AND MECHANICAL WORKING DRAWINGS.

UNLESS OTHERWISE INDICATED.

3. NSCP 20th EDITION

GENERAL

1. ACI 318 - 11

OF THE FOLLOWING BUILDING CODES:

BE BEND, EXTENDED OR CUT AS FOLLOWS.

REINFORCEMENT RUNNING IN ONE DIRECTION, REINFORCING SHALL

3. UNLESS OTHERWISE DETAILED IN CONDITIONING SLAB HAVING SAME

THAN 2 13 TIMES THE SLAB THICKNESS.

BE APPROXIMATELY 1 13 OF THE MIDDLE STRIP IN NO CASE GREATER

IN DETAILS THE SPACING OF THE BARS AT THE COLUMN STRIPS CAN

BARS NEAR THE SUPPORT UNLESS OTHERWISE INDICATED OR SHOWN

THOSE ALONG THE LONGER SPAN AT CENTER AND OVER THE LONGER SPAN

2. FOR TWO - WAY SLAB ALONG THE LONGER SPAN SHALL BE PLACED BELOW

1. ALL REINFORCEMENT SHALL BE 0.019 CLEAR MINIMUM FROM TOP

CONCRETE SLAB

AND BOTTOM OF SLAB.

0.10m (MIN) COMPACTED

24 DIA.

(0.30 MIN)

24 DIA.

(0.30 MIN)

1. ALL MILLD STEEL REINFORCEMENT SHALL CONFORM TO ASTMA-15-62-2T

FOR REINFORCING BARS 12 ; 280.0Mpa

2. DEVELOPMENT LENGHT FOR ALL BARS SHALL BE A MINIMUM OF 40-BAR Ø

UNLESS OTHERWISE SPECIFIED FOR REINFORCING BARS 12 ; 233.0Mpa

AND DEFORMATION TO A-305-56T LATEST REVISION.

3. ALL BARS SHALL BE WELDABLE.

SPACING AS HORIZONTAL OR BENT

PROVIDE DOWELS OF SAME SIZE AND

NOTE FOR DOWELS

HORIZONTAL BARS.

GRAVEL FILL

16mmØ BEND 0.30 MIN.

24 DIA.

(0.30 MIN)

24 DIA.

(0.30 MIN)

WALL CONSTRUCTION JOINT

0.05X0.10m KEY

5mmX150mm CORR. TYPE PVC WATERSTOP

MILD STEEL REINFORCEMENT

NOT MORE THAN 0.025. AN EXTRA 12mmØ AT 0.076mm O.C. SHALL BE

CHANGE IN SIZE. VERTICAL REINFORCEMENT SHALL BE OFFSET AT A SLOPE OF

NOT LESS THAN 12 TIMES MAX. SIZE OF COARSE AGGREGATE WHERE COLUMNS

CAST MONOLITHICALLY WITH THE CORE OF MIN. THICKNESS OF 0.0127m AND

COLUMN TIES SHALL BE PROTECTED EVERYWHERE BY A COVERING OF CONCRETE

PROVIDE THROUGHOUT THE OFFSET REGION.

WALL CORNERS

WALL REINFORCEMENT

24

D

AI.

(0

.3

0 M

IN

)

24

D

AI.

(0

.3

0 M

IN

)

24 DIA.

(0.30 MIN)

24 DIA.

(0.30 MIN)

0.038X0.063m KEY

SLAB CONSTRUCTION JOINT

CONCRETE COLUMN

0.05X0.10m KEY

24

D

IA

.

(0

.3

0 M

IN

)

24

D

IA

.

(0

.3

0 M

IN

)

WALL INTERSECTION

0.038X0.063m KEY

FOR DOWELS

SEE NOTE

NATURAL GRADE LEVEL OR

COMPACTED SOIL LAYER

GRAVEL BASE

0.10mm (MIN) COMPACTED

STANDARD DETAILS

ENGINEER AND THE OWNER PRIOR TO FABRICATION.

3. FABRICATOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL BY THE

2. WELDING SHALL CONFORM TO AWS STANDARDS.

1. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTMA - 36Fy=252.0Mpa

STRUCTURAL STEEL

CONCRETE WALLS

BE FOLLOWED ACCORDING TO THE FOLLOWING SCHEDULE.

UNLESS OTHERWISE INDICATED IN THE PLANS, WALL REINFORCEMENT SHALL

REINFORCEMENT AS TABULATED SHALL BE PROVIDED UNLESS OTHERWISE

CONCRETE HOLLOW BLOCK

SPECIFIED IN THE PLAN.

SLAB REINFORCEMENT

24 DIA.

(0.30 MIN)

0.0093

24 DIA.

(0.30 MIN)

25 DIA.

(0.30 MIN)

25 DIA.

(0.30 MIN)

L5 L5L5L3 CANTILIVER

0.30

MIN

L1L5 L5 L5

L2

L4 L4 L4L4 L4 L4

T

40.00 MPa

40.00 MPa

40.00 MPa

12mmØ TIES

O.C. (MAX.)

@ 0.102m

h = HEIGHT BETWEEN FLOOR

12mmØ TIES

@ 0.102m

O.C. (MAX.)

O.C. (MAX.)

@ 0.102m

12mmØ TIES

EXTRA TIES

3-10mmØ

d=MAX.

PNP GRANDSTAND, CAMP CRAME, QUEZON CITY

CONSTRUCTION OF MULTI-LEVEL PARKING

AutoCAD SHX TextBLOCK THK.

AutoCAD SHX TextVERT.

AutoCAD SHX TextSEE NOTE FOR DOWEL

AutoCAD SHX Text12mm%%c 0.305mO.C.E.F.






AutoCAD SHX Text0.406m



AutoCAD SHX Text- DO -







AutoCAD SHX Text12mm%%c 0.305m O.C.












AutoCAD SHX TextVERTICAL

AutoCAD SHX TextREINFORCEMENT







AutoCAD SHX TextHORIZONTAL







AutoCAD SHX TextBOTH FACES HORIZONTAL SHALL BE OUTSIDE


AutoCAD SHX TextBOTH FACES HORIZONTAL SHALL BE INSIDE

AutoCAD SHX TextREMARKS


AutoCAD SHX TextSTAGGERED OUTSIDE

AutoCAD SHX TextHOR. & CENTER VERTICAL BARS

AutoCAD SHX TextSECT.

AutoCAD SHX TextNOTES

AutoCAD SHX TextREINFORCEMENT

AutoCAD SHX TextCONCRETE HOLLOW BLOCKS REINFORCEMENT













AutoCAD SHX TextVERTICAL

AutoCAD SHX TextHORIZONTAL

AutoCAD SHX TextBLOCK THK.

AutoCAD SHX TextMENT SHALL PROVIDED.

AutoCAD SHX TextVERT. OR HOR. REINFORCE-

AutoCAD SHX TextDOWEL W/ SAME SIZE AS

AutoCAD SHX TextCOL. R.C. BEAM, WALL

AutoCAD SHX TextC. WHERE CHB WALLS ADJOINING

AutoCAD SHX Text0.914 M LONG

AutoCAD SHX TextREINFORCEMENT AT CORNER

AutoCAD SHX TextB. PROVIDE RIGHT ANGLE

AutoCAD SHX TextA. MIN. SPLICE AT LAP=0.25m

AutoCAD SHX TextCONCRETE HOLLOW BLOCKS REINFORCEMENT

AutoCAD SHX Texth

MANUEL G FABROS

LOCATION:






CHECKED BY:



PROJECT TITLE :

SHEET NO.


PROJECT TITLE :




SUBMITTED BY:




S-2

F O U N D A T I O N P L A N

1:100MSCALE

10.00

10.00 10.00

10

11

1314 15

A

B

E

CF-1

CF-2

CF-3CF-4 CF-2

CF-1

FTB

FTB

FTB

FTB

FTB

FTB

FTB

C1

C1

C1

C1

C1

C1

C1

C1

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1.3010.00 10.00

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1 2 3 4 5 6 7 8 9 16 17 18 19 20 21

10.00 10.005.78

MFMF

F1

F1

F2

F1

F2

FTB

FTB

FTB

FTB

FTB

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FTB

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FTB

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FTB

7.50

HONORIO R AGNILA



MANUEL G FABROS

LOCATION:




FERDINAND S MAGALLANES ABELARDO C MATILLANO


CHECKED BY:



PROJECT TITLE :

SHEET NO.


PROJECT TITLE :




SUBMITTED BY:




1.4

5

25MM∅ @ 160MM O.C

TOP & BOTTOM B.W

CROSS SECTION OF MAT FOOTING (MF)

NOT TO SCALE

CROSS SECTION OF COMBINED FOOTING

NOT TO SCALE

VE

RIF

Y

S-3

VA

RIA

BL

E

TYPICAL COMBINED FOOTING DETAIL

1:30MSCALE

2.7

0.9

0

VE

RIF

Y

NATURAL

GRADE LINE

0.

VE

RIF

Y

COLUMN

FOOTING

2.7

0 M

.

.9

0

COMBINED FOOTING

BEAM

GRADE

FTB

3 4

OF COMBINED FOOTING DETAIL

1:30MSCALE

GRADE BEAM

25MM∅ @ 150MM O.C

TOP & BOTTOM BOTHWAYS

BAR SCHEDULE LONGITUDINAL - SECTION

25MM∅ @ 150MM O.C

TOP & BOTTOM B.W

OF COMBINED FOOTING DETAIL

1:30MSCALE

BAR SCHEDULE CROSS - SECTION

3

2

COLUMN FOOTING

( 1ST STEP )

FOOTING TIE BEAM

( 2ND STEP )

COLUMN

OF FOOTING UP TO COLUMN

1:30MSCALE

STEPS IN CONCRETE CASTING

25MM∅ @ 150MM O.C

FTBFTBFTBFTBFTB

FTB FTB

FTB

FTB

FTB

COMBINED FOOTING

(3RD STEP)

1

HONORIO R AGNILA



MANUEL G FABROS S-4

LOCATION:






CHECKED BY:



PROJECT TITLE :

SHEET NO.


PROJECT TITLE :




SUBMITTED BY:




SCHEDULE OF FOOTINGS

( L X W )

SIZE (MM)

(SEE DETAIL)

THICKNESS

T (M)

1.60MF

MARK

CF1

CF2

CF3

1.35 36.00 X 7.00

36.00X 7.00

R E I N F O R C E M E N T

36.00X 7.00

CF4

1.35

1.45

F1

F2

36.00 X 10.00

4.70 x 4.70

6.75 X 6.75

LEFT OVERHANG

(M)

2.0

RIGHT OVERHANG

(M)

F O O T I N G

MAIN STEEL TOP MAIN STEEL BOTTOM SECONDARY STEEL TOP SECONDARY STEEL BOT

2.0

2.0

2.0

2.0

25mmØ@ 110mm C/C

1.60

0.90

0.90

2.0

2.0

2.0

2.0

2.0

32mmØ@ 110mm C/C

25mmØ@145mm C/C 32mmØ@175mm C/C

25mmØ@ 130mm C/C 25mmØ@ 100mm C/C



25mmØ@200mm C/C 25mmØ@ 200mm C/C





20mmØ@ 230mm C/C 20mmØ@ 190mm C/C 20mmØ@ 230mm C/C 20mmØ@ 190mm C/C

20mmØ@ 230mm C/C 20mmØ@ 160mm C/C 20mmØ@ 230mm C/C 20mmØ@ 160mm C/C- -

- -

C1C1

C1C3

C1C1C1

C3 C5

C5C5

C5

C5

C5

C5C3

MF

5.78

39.15

6.60

14.81 12.89 11.45

5.404.5

8

A

B

E

C1

C1

C1

C3

C1

C1

C1

C3C3

C5

C5

C5

C3

C5

C5

C5

C5

C5

C5

C5

C3

C

D

F

G

H

I

J

K

L

M

N

L

1 2 3 4 5 6 7

5.78

MF39

.15

6.60

2.003.541.462.040.962.003.5

04.0

11.0

01.00

2.93

2.06

1.38

3.54

3.53

1.45

2.10

2.91

1.00

5.00

35.50

12.01

MAT AND ISOLATED FOOTING LAYOUT

NOT TO SCALE

TYPICAL MAT FOUNDATION PLAN

NOT TO SCALE

HONORIO R AGNILA



MANUEL G FABROS

LOCATION:






CHECKED BY:



PROJECT TITLE :

SHEET NO.


PROJECT TITLE :




SUBMITTED BY:




S-5

GROUND FLOOR FRAMING PLAN

1:100M

SCALE

10.00

10.00 10.00

10

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GB1

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10.00 10.00

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2

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2

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2

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2

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2

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2

S1 S1 S1 S1 S1 S1 S1

S1 S1 S1 S1 S1 S1 S1

S1S1S1S1S1S1S1

S1 S1 S1 S1 S1 S1 S1

S1S1S1S1S1S1S1

S1 S1 S1 S1 S1 S1 S1

B5

B5

B5B5

B5

B5

B5

B5

HONORIO R AGNILA



MANUEL G FABROS

LOCATION:

PROJECT TITLE :PROJECT TITLE :


PREPARED BY:

DEPUTY DIRECTOR, ENGINEERING SERVICECHIEF, PLANS & DESIGN SECTION



CHECKED BY:


PROJECT TITLE :

SHEET NO.


PROJECT TITLE :


RECOMMEND APPROVAL:


APPROVED BY:SUBMITTED BY:


POLICE SENIOR SUPERINTENDENT POLICE CHIEF SUPERINTENDENT

S-6

TYPICAL FROM 2ND TO 4TH FLOOR FRAMING PLAN

1:100MSCALE

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B2

B2

B3

B3

B3

B3

B3

B3

B3

B3

B3

B3

B3

B3

B3

B3

B3

B3

B3

B3

B3

B3

B3

B2

B2

B2

B3

B3

B3

B3

B3

B3

B3

B2

B2

B3

B3

B3

B3

B3

B3

B3

B3

B3

B3

B3

B3

B3

B3

CB

2

CB

1

CB

1

CB

1

CB

1

CB

1

CB

1

CB

1

CB

1

CB

2

CB

2

CB

2

CB

2

CB

2

CB

2

CB

1

B4

B3

B5

B5

B5B5B3

B5

B5

B5B5

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

B7

B7

B7

B7

B7

B7

HONORIO R AGNILA



MANUEL G FABROS S-7

LOCATION:






CHECKED BY:



PROJECT TITLE :

SHEET NO.


PROJECT TITLE :




SUBMITTED BY:




ROOFDECK FRAMING PLAN

1:100M

SCALE

10.00

10.00 10.00

10

11

13 14 15

A

B

E

B1

B1

B1

B1

B1

B1

B1

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2 C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C4

C2

C2

C4 C4

C6

C6

C6

C4

C6

C6

C6

C6

C6

C6

C2

C6

C2

C4

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C4C4

C6

C6

C6

C4

C6

C6

C6

C6

C6

C6

C6

C4

12

1.3010.00 10.00

C

D

F

G

H

I

J

K

L

M

N

L

1 2 3 4 5 6 7 8 9 16 17 18 19 20 21

10.00 10.00

B1

B1

B1

B1

B1

B1

B1

B1

B1

B1

B1

B1

B1

B1

B1

B1

B1

B1

B1

B1

B1

B1

B1

B1

B1

B1

B1

B1

B1

B1

B1

B1

B1

B1

B1

B1

B1

B1

B1

B1

B1

B1

B

4

B

4

B

4

B

4

B

4

B

4

B

4

B

4

B

3

B

4

B

3

B4

B

3

B

4

B

3

B4

B4

B

3

B

4

B

3

B4

B

3

B

4

B

3

B4

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B2

B3

B3

B3

B3

B3

B3

B3

B3

B3

B3

B3

B3

B3

B3

B3

B3

B3

B3

B3

B3

B3

B2

B2

B2

B3

B3

B3

B3

B3

B3

B3

B2

B2

B3

B3

B3

B3

B3

B3

B3

B3

B3

B3

B3

B3

B3

B3

CB

2

CB

1

CB

1

CB

1

CB

1

CB

1

CB

1

CB

1

CB

1

CB

2

CB

2

CB

2

CB

2

CB

2

CB

2

CB

1

B4

B3

B5

B5

B5B5B3

B5

B5

B5B5

S1 S1 S1 S1 S1 S1 S1 S1 S1 S1S1 S1

S1

S1S1S1S1S1

S1S1

S1S1S1S1S1

S1

S1

S1S1S1S1S1

S1S1

S1S1S1S1S1

S1

S1

S1S1S1S1S1

S1S1

S1S1S1S1S1

S1

S1

S1S1S1S1S1

S1S1

S1S1S1S1S1

S1

S1

S1S1S1S1S1

S1S1

S1S1S1S1S1S1

S1S1

B6 B6

B6

B6

B6

B6

B7

B7

B7

B7

B7

CS CS CS CS CS CS CS CS CS CS CS CS CS

CS CS CS CS CS CS CS CS CS CS CS CS CS

CS

CS

CS

1.41

0.31

HONORIO R AGNILA



700MM

.0

75

.0

75

.0

75

.0

75

E L E V A T I O N

NOT TO SCALE

MANUEL G FABROS S-8

LOCATION:






CHECKED BY:



PROJECT TITLE :

SHEET NO.


PROJECT TITLE :




SUBMITTED BY:




61

GROUND FLOOR LVL

FINISH GRADE LINE

2ND FLOOR LVL.

7 SETS OF EXTRA TIESAT BEAM-COLUMNINTERSECTION

THIRD FLOOR LVL.


NOTE:

1. SEE SCHEDULE OF COLUMNS FOR NUMBER OF TIES PER SET.

2. NOT MORE THAN 13 OF VERTICAL BARS SHALL BE SPLICED AT ONE LOCATION.

3. CONSTRUCTION JOINT OF COLUMN SHALL BE LOCATED AT MIDHEIGHT OF FLOOR.


FTB

FOOTING

3.5

04

.2

0

0.1

80

2.0

(M

IN

.)

50

Ah

50

BE

AM

DE

PT

H

50

Ah

Bh

Ah

50

3.5

0

LEGENDS:

Ah = CONFINEMENT TIESBh = REGULAR TIE SPACINGLd = DEVELOPMENT LENGTH

(OFFSET MAXIMUM)


50

BE

AM

DE

PT

H

BE

AM

DE

PT

H

Ah

50

Bh

Ah

1.2L

d

Bh

Ah

FOURTH FLOOR LVL.

FTB

TYPICAL COLUMN ELEVATION

NOT TO SCALE


BE

AM

DE

PT

H

Ah

50

Bh

3.5

0

ROOFDECK FLOOR LVL.

61

(OFFSET MAXIMUM)GB

50

50


Ah

Ah

BE

AM

DE

PT

H

SCHEDULE OF COLUMN

C1

C2

C3

12MMØ CLOSED TIES SPACED @ TIES: 24-25MMØ VERT. BARS, 7 SETS

[email protected], [email protected] REST @ .20M O.C

12MMØ CLOSED TIES SPACED @ 24-32MMØ VERT. BARS, 7 SETS


12MMØ CLOSED TIES SPACED @ [email protected]@0.10, REST @ 0.150M O.C

TOSECOND FLOOR

ROOFDECK

TOSECOND FLOOR

FOUNDATION

0.60

0.6

0

0.700

0.7

00

0.80

0.8

0

28-32MMØ VERT. BARS, 7 SETS

TOSECOND FLOOR

ROOFDECK12MMØ CLOSED TIES SPACED @ TIES: 20-25MMØ VERT. BARS, 7 SETS


0.50

0.5

0

C4

0.70

12MMØ SPIRAL SPACED @ [email protected]: 24 -25MMØ VERT. BARS,

[email protected], [email protected] O.C

0.60

12MMØ SPIRAL SPACED @ [email protected]: 20-25MMØ VERT. BARS,

[email protected], [email protected] O.C

TOSECOND FLOOR

FOUNDATION

TOSECOND FLOOR

FOUNDATION

C5

C6

TOSECOND FLOOR

ROOFDECK

ASPHALT TOPPING

25mm X1.2m X 25m STEEL PLATE

0.30.8

5

0.10

M

CANTILEVER SLAB

CANTILEVER BEAM

R

AM

P B

EA

M

COLUMN

GROUND LEVEL

TYPICAL SECOND LEVEL TO FOURTH LEVELR

AM

P B

EA

M

1.50 TRANSITION

1.50TRANSITION

5 SLOPE

5 SLOPE

5 SLOPE

1.32TRANSITION

5 SLOPE

EXPANSION JOINT (SEE DETAIL)

4.20

0.90

TYPICAL RAMP DETAIL

NOT TO SCALE

TYPICAL EXPANSION JOINT

NOT TO SCALE

HONORIO R AGNILA



MANUEL G FABROS

LOCATION:






CHECKED BY:



PROJECT TITLE :

SHEET NO.

PROJECT TITLE :




SUBMITTED BY:




S-9

1

0

0

12-12MM∅ VERT.

BARS (TOTAL)

12MM∅ CLOSED

TIES

INTERIOR

COLUMN

R.C BEAM

BEAMS REBARS

LINE OF BEAMS

EDGES OF

COLUMN

4

5

.

0

0

°

m

COLUMN JOINT DETAIL

NOT TO SCALE

TYPICAL INTERIOR BEAM TO

5-12MM∅ VERT.

LINE OF BEAM

12MM∅ CLOSED TIES

R.C BEAM

R.C BEAM

EXTERIOR

COLUMN

BARS (TOTAL)

FOR BEAM WIDTH LESS THAN

COLUMN DIMENSION

R.C BEAM

@ 100MM O.C

8-12MM∅ VERT.

LINE OF BEAM

1

0

0

BEAMS REBARS

R.C BEAM

EXTERIOR

COLUMN

BARS (TOTAL)

12MM∅ CLOSED TIES

EDGES OF COLUMN

REBARS

COLUMN JOINT DETAIL

NOT TO SCALE

TYPICAL INTERIOR BEAM TO

FOR BEAM WIDTH LESS THAN

COLUMN DIMENSION

R.C BEAM

BEAM REBARS

COLUMN

REBARS

@ 100MM O.C

COLUMN REBARS

CONFINEMENT TIES @

COLUMN TO BEAM JOINT

12MM∅ CLOSED

TIES @ 100MM O. C

R.C BEAM

12MM∅ VERT. BARS

(TYPICAL)

NOT TO SCALE

TYPICAL BEAM TO COLUMN JOINT

BOTTOM BARS

SUPPORT

Depth

TOP BARS

Width

MARK

BEAM

BEAM CROSS

SECTION

SCHEDULE OF BEAMS

FOOTING TIE BEAM

TOP BARS

MIDSPAN

BOTTOM BARS

STIRRUPS

SECOND & ROOFDECK FLOOR BEAM

rest @ 0.20M O.C

4-leg 12MM∅ @ 0.05, 4@ 0.15

rest @ 0.250M O.C

4-leg 12MM∅ @ 0.05, 4@ 0.15

rest @ 0.20M O.C

4-leg 12MM∅ @ 0.05, 4@ 0.15

rest @ 0.20M O.C

rest @ 0.150M O.C

rest @ 0.250M O.C

rest @ 0.250M O.C

rest @ 0.250M O.C

4-leg 12MM∅ @ 0.05, 4@ 0.15

4-leg 12MM∅ @ 0.05, 4@ 0.15

2-leg 12MM∅ @ 0.05, 4@ 0.15

4-leg 12MM∅ @ 0.05, 4@ 0.15

4-leg 12MM∅ @ 0.05, 4@ 0.15

SIDE BARS

4-16mm ∅

4-16mm ∅

4-16mm ∅

4-16mm ∅

4-16mm ∅

4-16mm ∅

4-16mm ∅

4-16mm ∅

500

700500GB1

B1

700500 4-32mm ∅

700

B2

7-32mm ∅ 7-32mm ∅

B3400300

6-32mm ∅

7-32 mm ∅ 7-32mm ∅

B4

700400 7-20mm ∅ 7-20mm ∅

3-25mm ∅ 3-25mm ∅ 3-25mm ∅ 3-25mm ∅

7-20mm ∅ 7-20mm ∅

8-25mm ∅

8-25mm ∅8-25mm ∅

8-25mm ∅

4-32mm ∅ 4-32mm ∅ 4-32mm ∅

500 700

6-32mm ∅6-32mm ∅

6-32mm ∅

GB2

B5700400 5-25mm ∅ 5-25mm ∅ 5-25mm ∅ 5-25mm ∅

FTB

4-25mm ∅

700500

4-25mm ∅ 4-25mm ∅ 6-25mm ∅

rest @ 0.200M O.C

2-leg 10MM∅ @ 0.05, 4@ 0.15

2-16mm ∅

CB1 700400 5-25mm ∅ 2-25mm ∅ 5-25mm ∅ 2-25mm ∅

rest @ 0.250M O.C

2-leg 12MM∅ @ 0.05, 4@ 0.15

2-16mm ∅

CB2 400300 3-25mm ∅ 2-25mm ∅ 3-25mm ∅ 2-25mm ∅

2-10mm ∅

B6700200 2-16mm ∅ 2-16mm ∅ 2-16mm ∅ 2-16mm ∅

2-16mm ∅

B7500300 3-20mm ∅ 3-20mm ∅ 3-20mm ∅ 3-20mm ∅

rest @ 0.250M O.C

2-leg 12MM∅ @ 0.05, 4@ 0.15

rest @ 0.250M O.C

4-leg 12MM∅ @ 0.05, 4@ 0.15

BAR

BOTTOM

BARS

(SPACING)

SCHEDULE OF SLAB (GROUND FLOOR TO ROOFDECK LEVEL)

THKSLAB

180

(MM)MARK

S1

REMARKS

100

(dia)

(SPACING)

LONG SPAN (mm)

TOP BARS

12MM∅

BOTTOM

BARS

100

SHORT SPAN (MM)

100

TOP BARS

100

200

180

100

CS

12MM∅ 100200

ELEVATION DETAIL


HONORIO R AGNILA



MANUEL G FABROS

LOCATION:






CHECKED BY:



PROJECT TITLE :

SHEET NO.


PROJECT TITLE :




SUBMITTED BY:




RAMP FRAMING PLAN

SCALE

4.2

03

.3

00

.4

03

.3

03

.3

0

GROUND FLR FFL

NGL

2ND FLR FFL

ROOFDECK FFL

3RD FLR FFL

4TH FLR FFL

1.0

0

SPIRAL RAMP

SPIRAL RAMP

SPIRAL RAMP

S

ID

E

W

A

L

K

S

ID

E

W

A

L

K

S

ID

E

W

A

L

K

S

ID

E

W

A

L

K

SPIRAL RAMP

TYPICAL 2ND TO ROOFDECK

1 2 3 4 5 6

PEDESTRIAN LANE

CAR RAMP

6" THK CHB RAMP WALL

BEAM

BEAM

BEAM

BEAM

BEAM

BEAM

BEAM

BEAM

RAMP ELEVATIONSECTION

NOT TO SCALE

C-PURLINS SPACED@ 0.60M O.C

ROOF FRAMING PLAN

RAFTER DETAIL

NOT TO SCALE

S-10

12MM∅ RSB@ 400 BOTHWAYS

20

0

12MM∅ RSB@ 250 O.C BOTHVERT. & HOR.

4-16MM∅ SIDEBARS

7-20MM∅ TOPBARS

7-20MM∅ BOTTOMBARS

S1

SEE DETAIL

S2

B-4 B-4

R A M P D E T A I L

NOT TO SCALE

SEE DETAIL

E

C6

C6

C6

C6

C6

C6

C6

C6

C6

C6

C

D

F

G

H

I

J

K

1 3 4 5 6

B

4

B

4

B

4

B

4

B

3

B

4

B

3

B4

B

3

B

4

B

3

B4

B4

B7

B7

5.00

10.00

5.00

NOT TO SCALE

A

C

6

HONORIO R AGNILA



1.138.0010.93

RAFT

ER

RAFT

ER

RAFT

ER

2.03.90

.90.90

7.50

RIB TYPE ROOFINGW PRE-PAINTEDGUTTER (PNP BLUE)

RB

50MM x 150MMC - RAFTER

50 x 75mmC-PURLINS BAR SPACED

@ 0.60M O.C.

2.00 2.00 2.00 2.00RA

FTER

RAFT

ER

NOT TO SCALE

S2 S4S4

ALONG THE SHORT SPANALONG THE LONG

@ DISTANCE S5 FROM THE FACE

BOTTOM BAR SHALL BE

SUPPORTING MEMBER

CUT-OFF W RATIO 1 OF 3

2- 10Ø TIE BAR

(CONTINUOUS)

TYP. FRAMING PLAN OF TWO WAY SLABSHOWING TOP BAR REINFORCEMENT

SHALL BE SPACED 43 TIMES

BOTTOM BARS @ COLUMN STRIP

SECTION "B"

THE MIDDLE STRIP

BEAM OR

WALL

L4 SPAN "A"

BEAM OR

WALL

SECTION "A"

STRIP

BOTTOM BARS @

MIDDLE STRIP

S5

STRIP

MIDDLE

SHORT SPAN "S"

S2S4

COL

STRIP

S5

S4

COL

SEE SCHEDULE

BOTTOM BARS ALONG SHORT SPAN

BOTTOM BARS ALONG THE LONG SPAN DIRECTION

SHORT SPAN "A" = S

SPAN "A"

010 TIE BARS2

TOP BARS DISCONT. (TBD)

OR L4 SPAN "B"

*L4 SPAN "A"

L4

(SEE SCHEDULE)

BOTTOM BARS ALONG THE LONG SPAN

SMALLER SPACING SHALL GOVERN.

DIFFER AT THEIR COMMON SUPPORT THE

1. IF TOP BARS OF ADJACENT SLABS

LO

NG

S

PA

N "L"

NOTES:

A

(SEE SCHEDULE)

ALONG THE SHORT SPAN

TOP BARS DISCONT.

BOTTOM BARS ALONG

PLAN

THE SHORT SPAN

(SEE SCHEDULE)

SPAN DIRECTION

(SEE SCHEDULE)

fy' = 40,00 psi (Ø10)

fy' = 60,00 psi (Ø12 & LARGER)

SHOWING BOTTOM BAR REINFORCEMENT

fc' = 6000 psi

* WHICHEVER IS LARGER GOVERN.

TYP. FRAMING PLAN OF TWO WAY SLAB

LO

NG

C

LE

AR

S

PA

N "L

"

MID

DLE

ST

RIP

L2

ST

RIP

CO

L

L4

TOP BARS CONT. (TBC)

*L4 SPAN "A"

OR L4 SPAN "B"

SHORT SPAN "B" = S

SPAN "B"

010 TIE BARS2

BOTTOM BARS (BB)

ST

RIP

CO

L

L4

PLAN

SHORT CLEAR SPAN "S"

4

S

STRIP

COL

2

S

STRIP

MIDDLE

4

S

STRIP

COL

LO

NG

C

LE

AR

S

PA

N "L

"

ST

RIP

CO

L

L4

ST

RIP

MID

DL

E

ST

RIP

L4

CO

L

PLAN

NOTE:

SHORT SPAN "S"

TOP BARS DISCONT.

TOP BARS CONTINUOUS

SHORT SPAN "S"

SHORT CLEAR SPAN "S"

COL

STRIP

MIDDLE COL

STRIP

STRIP

TYPICAL ONE-WAY R.C. SLAB DETAIL

NOT TO SCALE

DETAIL OF BEAM

NOT TO SCALE

TYPICAL TWO-WAY R.C. SLAB DETAIL

NOT TO SCALE

A

BEAM

T

6h

PART OF STRAIGHT

BOTTOM BARS

PART OF BEND UP BARS

EXTENDED TO ADJACENT SLAB

BEAM

PART OF STRAIGHT

BOTTOM BARS

45°

6h

PART OF BEND UP BARS

EXTENDED TO ADJACENT SLAB

T

T

L5

L4

6h

T

CHANGE IN SLAB ELEVATION

CHANGE IN SLAB ELEVATION

(TWO-WAY SLABS)

(ONE-WAY SLABS)

1

6

OPENING (UNFRAMED)

TYPICAL DETAIL OF SLAB

@ OPENING PLUS

BARS INTERRUPTED

ADD 12 THE NO OF

1 (ONE) @ 75 O.C.

OPENEACH CORNER

ADD 1-16 ∅

EACH FACE

FOR OPENINGS

NOT TO SCALENOT TO SCALE

NOT TO SCALE

h

7

5

0

7

5

0

75

0

(T

YP

.)

MANUEL G FABROS

LOCATION:






CHECKED BY:



PROJECT TITLE :

SHEET NO.


PROJECT TITLE :




SUBMITTED BY:




NATURAL

GRADE LINE

10Ø @ 300

600 EACH WAY

WALL W/ 10Ø @

150 THK. CHB

(TYPICAL)

3-10Ø

750

(MIN

.)

200

400

150

10Ø @ 300

3-10Ø

10Ø @ 350

EACH WAY

100 THK. SLAB

ON GRADE W

600 EACH WAY

(TYPICAL)

WALL W/ 10Ø @

100 THK. CHB

300

100

100

100 100

300

WF-2 DETAIL

NTS

WF-1 DETAIL

NTS

100

W A L L F O O T I N G D E T A I L

1:100MSCALE

S-11

HONORIO R AGNILA



AutoCAD SHX Text0.75Lc

AutoCAD SHX TextSTIRRUPS

AutoCAD SHX TextBOT BARS

AutoCAD SHX TextEQ

AutoCAD SHX Text1.3Ld


AutoCAD SHX Text0.25L1


AutoCAD SHX TextEQ

AutoCAD SHX TextL1



AutoCAD SHX TextEQ

AutoCAD SHX TextLc

AutoCAD SHX TextEQ

AutoCAD SHX TextEQ




AutoCAD SHX TextEQ

AutoCAD SHX TextEQ





AutoCAD SHX Textb

AutoCAD SHX Textd


AutoCAD SHX TextEQ

AutoCAD SHX TextL2



AutoCAD SHX TextA

AutoCAD SHX Text(

AutoCAD SHX Text/

AutoCAD SHX Text)

AutoCAD SHX TextL

AutoCAD SHX TextB

AutoCAD SHX TextB

AutoCAD SHX TextB

AutoCAD SHX TextS

AutoCAD SHX Text0.5

AutoCAD SHX Text

t3

t3t3

25mm

SUSPENDED SLAB CONSTRUCTION

NOT TO SCALE

10MM∅ X 1000MM LONG @ 300MM O.C.

MAIN REINFORCEMENTS

TO BE CONTINOUS

REST @ 300

10∅ STIRR 1@50;

REST @ 300

10∅ STIRR 1@50;

4.00M

MAX SPAN

3.50M

MAX SPAN

2.50M

MAX SPAN

1.20M

MAX SPAN

2-12∅

2-16∅

2-16∅

2-12∅

2-12∅

12∅

(EXTEND 0.30M. FROM EDGES OF MASONRY OPENINGS)

ABOVE DOOR WINDOW OPENINGS ON CHB WALL

LINTEL BEAM SCHEDULE

200

200 3

00 350

150150150150

NOT TO SCALE

CONCRETE FILL

RC COLUMN

OR RC WALL

CONTROL JOINT DETAIL

ON EXPOSED FACE WALL

RAKE PUT MORTAR 19

AND FILL WITH CAULKING

COMPOUND

AT SHEAR STRESS POINTS

WITH ENGINEERS APPROVAL

PROVIDE SHEAR RODS

AND APPLY CLEAN CEMENT GROUT BEFORE

CLEAN CONSTRUCTION JOINT THOROUGHLY

PLACEMENT OF ADJACENT CONCRETE

MAIN REINFORCEMENTS

TYPICAL CONSTRUCTION JOINTS

TO BE CONTINUOUS

13

t

t

40D48

LAP

t

MAIN REINFORCEMENT

TO BE CONTINUOUS

48

t3

t2

CONN. DETAIL 150 mm THK

CHB WALL TO R.C. SLAB

CHB WALL INTERSECTION

WITH FLOOR BEAMS

BEAM

FLOOR

LINE

FLOOR

(TYP.)

SYTROPOR

25X75 WIDE

@600 FOR 150THK CHB

@800 FOR 100THK CHB

10∅ DOWELS

CHB PLAN AT CORNER & INTERSECTIONS

SEE CONTROL

JOINT DETAILS

10∅ X 900 LONG

@800 FOR 100THK CHB

@600 FOR 150THK CHB

DOWELS

JOINT DETAILS

SEE CONTROL

RC SLAB

10∅ X 900 LONG

@600 FOR 150THK CHB

@800 FOR 100THK CHB

DOWELS

1@ 50 REST @250

WITH 10 ∅ STIRRUP

4-10 ∅ CONT.BAR

@ 600 O.C.

10∅ @300

2-12∅

DETAIL AT DOOR OPENING

CHB WALL

150100 THK

10 ∅ CONTINUOUS

10 ∅ DOWELS

BAR

WITH 10∅ mm @ 600

150 THK CHB WALL

O.C. EACHWAY

RC SLAB OR BEAM

75 WIDE STYROPOR

PLASTER

DOWELS

10 ∅ @600

PROVIDE SEALANT

BEAM

DEP

TH

BEAM

DEP

TH

6h

6h

TOP BARS

BOTTOM BARS

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

CHANGE IN BEAM ELEVATION

NOT TO SCALE

STYROPOR

@ 250 O.C.

LINTEL BEAM WITH

CHB THICKNESS X .40m

AND 10∅ STIRRUPS

4-16∅ BARS

10∅ VERTICAL BARS

@800 FOR 100THK CHB

@600 FOR 150THK CHB

@800 FOR 100THK CHB

10∅ HORIZONTAL BARS

DOWELS

FINISH FLOOR LINE

@600 FOR 150THK CHB

CONCRETE COLUMN

OR WALL

(TYP.)

BOTTOM OF BEAM

CONTROL JOINT

DOWELS

STYROPOR (TYP)

75 WIDE X 25 THK

CONCRETE BEAM

OR SLAB

25X75 WIDE

PLASTER

PROVIDE SEALANT

NOT TO SCALE

NOT TO SCALE

STYROPOR

@ 250 O.C.

LINTEL BEAM WITH

CHB THICKNESS X .40m

AND 10∅ STIRRUPS

4-16∅ BARS

10∅ VERTICAL BARS

@800 FOR 100THK CHB

@600 FOR 150THK CHB

@800 FOR 100THK CHB

10∅ HORIZONTAL BARS

DOWELS

FINISH FLOOR LINE

@600 FOR 150THK CHB

CHB WALL ELEVATION & TYPICAL

CONCRETE COLUMN

OR WALL

CHB WALL SECTON

(TYP.)

BOTTOM OF BEAM

CONTROL JOINT

DOWELS

STYROPOR (TYP)

75 WIDE X 25 THK

CONCRETE BEAM

OR SLAB

25X75 WIDE

PLASTER

PROVIDE SEALANT

NOT TO SCALE

100

15

0

75

25

75

20

0

25

45

0

(T

YP

)

10

0

200

MANUEL G FABROS

LOCATION:






CHECKED BY:



PROJECT TITLE :

SHEET NO.


PROJECT TITLE :




SUBMITTED BY:




S-12

JOINT DETAIL

LINTEL BEAM DETAIL

HONORIO R AGNILA



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AutoCAD SHX Text200

AutoCAD SHX TextDOOR

AutoCAD SHX TextOPENING

AutoCAD SHX TextTYP

AutoCAD SHX Text450

AutoCAD SHX Text200

AutoCAD SHX TextDOOR

4.5

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2

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1

8.00

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10

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0.30TREAD2.40

STAIR STEPS1.45

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0.30TREAD2.40

STAIR STEPS1.45

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GROUND FLOOR SECOND FLOOR THIRD FLOOR ROOF DECK FLOOR

0.30TREAD4.80

STAIR STEPS1.45

STAIRLANDING

0.30TREAD2.40

STAIR STEPS1.45

STAIRLANDING

L

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MANUEL G FABROS

LOCATION:






CHECKED BY:



PROJECT TITLE :

SHEET NO.


PROJECT TITLE :




SUBMITTED BY:




±0.

18 M

RISE

R

0.30 MTREAD

0.125

1-10MMØ NOZING BAR W/10MMØ TIES @ 300 MM.O.C.

TEMP. BARS (TYP.) 10MMØ @ 300 MM. O.C.

12MMØ @ 100 MM. O.C.BOTT. BARS (TYP.)

0.30 MTREAD

0.90

MHT

. OF

HAND

RAIL

SQUARE BAR GRILLSPAINTED FIN.

CONCRETE STAIRSEE STRUC. DET.

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0.05

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S T A I R D E T A I L P L A N

NOT TO SCALE

8.00 8.00 8.00

S T A I R E L E V A T I O N

NOT TO SCALE

TYPICAL HANDRAIL DETAIL

NOT TO SCALE

S T E P S D E T A IL

NOT TO SCALE

2

6

0.30TREAD4.80

STAIR STEPS1.45

STAIRLANDING

8.00

FOURTH FLOOR

S-13

4.20

.60

3.50

0.125

.20

.70

GROUND FLR FFL

NGL

SECOND FLR FFL

THIRD FLR FFL

12MMØ @ 100 MM. O.C.BOTT. BARS (TYP.)

10MMØ @ 300 MM. O.C.TEMP. BARS (TYP.)

.80

VERT. BARS E.F. (TYP.) 12MMØ @ 300MM. O.C.

HOR. BARS E.F. (TYP.) 10MMØ @ 300MM. O.C.

4-10MMØ TEMP. BARS SPACED AS SHOWN

BOTHWAYS 12MMØ @ 250MM. O.C.

2.40STEPS WIDTH

12

34

56

78

1213

1415

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12

34

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1112

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0.30TREAD

0.19

RISE

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0.18

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SEE STEPS

DETAIL

3.50

FOURTH FLR FFL

LANDING

LANDING

1.45LANDING

3.50

ROOFDECK FLR FFL

910

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HONORIO R AGNILA



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standard details · 2017. 5. 10. · chief, plans & design section ferdinand s magallanes abelardo...

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