third floor waterline layout - dotrdotr.gov.ph/images/public_bidding/civilworks/dotc_co/... ·...

14150

4000 4000 4000

12000

18

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45

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45

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45

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1075

2175

ROOF DRAIN LAYOUTS C A L E 1 : 100 MTS

18

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0

45

00

30

00

15

00

15

00

20

00

12000

1500 4850 3150

4000 4000 4000

2500 4000 1500 2575

2500 3150

4000 4000 4000

12000

15

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30

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15

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45

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00

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00

2500

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45

00

45

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00

15

00

40

00

850 3150

12

00

33

00

90

00

1500 4850 750

WATERLINE LAYOUTS C A L E 1 : 100 MTS

GROUND FLOOR


SECOND FLOOR

3075

4000 4000 4000

12000

18

00

0

45

00

45

00

925

20

45

750


THIRD FLOOR

JMC

JCC

2015PROJECT SCOPE:

Total Sheet No.:

Sheet No.:

LOCATION :

PROJECT NAME :

CONSTRUCTION OF DEPARTMENT OF TRANSPORTATION ANDCOMMUNICATIONS CARAGA ANNEX BUILDING

/

A S S H O W N

Sheet Content: Revisions:

Engineer IV, Project Development ServiceJULIUS C. CARLOS

Checked by:

Architect III

REPUBLIC OF THE PHILIPPINES

DEPARTMENT OF TRANSPORTATION AND

COMMUNICATIONS

PROJECT DEVELOPMENT SERVICE

UNIT 83, THE COLUMBIA TOWER, BRGY. WACK WACK,

ORTIGAS AVENUE, MANDALUYONG CITY 1555

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The copyright of this drawing remains the property of the Department of Transportation and Communications whose permission must be obtained before any use of it can be made.

DRAWN BY:

CHECKED BY:

DATE DRAWN:

DATE PRINTED:

DATE APPROVED:SCALE : AS SHOWN

Construction of DOTC CARAGA Annex Building

Butuan City

JAMES M. GONZALO

2015

Prepared by:

2015

Director, Project Development ServiceDEO LEO N. MANALO

Approved by:

P-22

- -

4

JMC

JCC

2015PROJECT SCOPE:

Total Sheet No.:

Sheet No.:

LOCATION :

PROJECT NAME :


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A S S H O W N



Checked by:

Architect III



COMMUNICATIONS




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DRAWN BY:

CHECKED BY:

DATE DRAWN:

DATE PRINTED:



Butuan City

JAMES M. GONZALO

2015

Prepared by:

2015


Approved by:

P-33

- -

4

SANITARY SEWAGE LAYOUTS C A L E 1:50 MTS

ISOMETRIC

CATCH BASIN DETAILSS C A L E 1:20 MTS

20

0

20

0

10

0

100

100

72

0

JMC

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2015PROJECT SCOPE:

Total Sheet No.:

Sheet No.:

LOCATION :

PROJECT NAME :


/

A S S H O W N



Checked by:

Architect III



COMMUNICATIONS




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DRAWN BY:

CHECKED BY:

DATE DRAWN:

DATE PRINTED:



Butuan City

JAMES M. GONZALO

2015

Prepared by:

2015


Approved by:

P-44

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4

WATERLINE LAYOUTS C A L E 1:50 MTS

ISOMETRIC

GENERAL NOTES AND SPECIFICATIONS:1. IT IS NOT INTENDED THAT THE DRAWINGS SHALL SHOW EVERY PIPE

FITTING, VALVE AND APPURTENANCE. ALL SUCH ITEMS WHETHER SPECIFICALLY MENTIONED OR NOT, OR INDICATED ON THE DRAWINGSSHALL BE FURNISHED AND INSTALLED IF NECESSARY TO COMPLETE THESYSTEM TO THE SATISFACTION OF THE OWNER.

2. ALL PLUMBING WORKS SHALL BE INSTALLED IN ACCORDANCE WITH THEPROVISION OF THE NATIONAL PLUMBING CODE OF THE PHILIPPINES, THEREQUIREMENTS OF THE LOCAL PLUMBING INSPECTION OFFICE, PERTINENTPROVISIONS OF THE UNIFORM BUILDING CODE AND THE NATIONAL BUILDING CODE OF THE PHILIPPINES.

3. COORDINATE THE DRAWING WITH OTHER RELATED DRAWINGS ANDSPECIFICATION. THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANYDESCREPANCY FOUND THEREIN.

4. ALL PIPES SHALL BE INSTALLED AS INDICATED ON PLANS, ANY RELOCATIONS REQUIRED FOR PROPER EXECUTION OF OTHER TRADESHALL BE WITH PRIOR APPROVAL OF THE ARCHITECT OR ENGINEER.

5. PROPOSED SANITARY UTILITIES SHALL CONFORM TO THE ACTUAL LOCATION, DEPTH AND INVERT ELEVATION OF ALL EXISTING PIPES ANDSTRUCTURES AS VERIFIED BY THE CONTRACTOR.

6. ALL SLOPES FOR HORIZONTAL DRAINAGE SHALL MAINTAIN 1% UNLESSOTHERWISE SPECIFIED.

7. SIZE OF WATER SUPPLY PIPES TO FIXTURES SHALL BE IN ACCORDANCEWITH MANUFACTURER'S INSTRUCTIONS.

8. THE CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES AT THE SITE,COORDINATE THE WORKS WITH THE SEWER LINE EFFLUENT DISPOSALPOINT AND WATER LINE SERVICE CONNECTING POINT, UNLESS OTHERWISESPECIFIED.

9. ALL FIXTURES SHALL BE INDIVIDUALLY VENTED.10. THE INVERT OF THE INLET PIPE OF A SEPTIC TANK SHALL BE AT A LEVEL

NOT LESS THAN 50.8mm (2") ABOVE THE INVERT OF THE OUTLET PIPE.11. TO PREVENT CONTAMINATION OF UNDERGROUND WATER SOURCE NO

SEPTIC TANK SHALL BE CONSTRUCTED LESS THAN 1.20m ABOVE THEWATER TABLE LEVEL.

12. ALL PIPE SIZE ARE IN MILLIMETERS AND ALL DIMENSIONS ARE IN METERSUNLESS OTHERWISE SPECIFIED.

MATERIAL SPECIFICATIONS:COLD WATER LINE SHALL BE POLYPROPYLENE RANDOM (PPR) TYPE 3 PIPE, "WAVIN EKOPLLASTIK" BRAND OR APPROVED EQUAL.

VENT PIPES SHALL BE POLYVINYL CHLORIDE (PVC) PIPE SERIES 1000, "NELTEX", "ATLANTA" BRAND OR APPROVED EQUAL..

FITTING SHALL BE SOLVENT CEMENT JOINT TO ASTM D2564.

SEWER LINES SHALL BE POLYVINYL CHLORIDE (PVC) PIPE SERIES 1000,"NELTEX", "ATLANTA" BRAND OR APPROVED EQUAL. FITTINGS SHALL BE SOLVENT CEMENT JOINT TO ASTM D2564.

STORMDRAINAGE LINES/DOWNSPOUT SHALL BE POLYVINYL CHLORIDE (PVC) SERIES 1000,

"ATLANTA" BRAND OR APPROVED EQUAL. FITTING SHALL BESOLVENT CEMENT JOINT TO ASTM D 2564. 250mmØ & ABOVEMATERIAL SHALL BE CONCRETE DRAIN PIPE (CDP) TONGUE@ GROOVE, MORTAR JOINTS, REINFORCEDFOR 300mmØ & LARGER.

FITTINGS SHALL BE SOLVENT CEMENT JOINT TO ASTM D2564.

GATE VALVES "GREAT VOLUME","CRANE", "KITS", OR APPROVED EQUAL.

PLUMBING LEGEND:WATER SUPPLY SYSTEM

GATE VALVE

COLD WATERLINE

SHOWER SHOWC WATER CLOSETLAV LAVATORY

CWR COLD WATER RISER

CWL COLD WATER LINE

CATCH BASIN

PLUMBING LEGEND:STORM DRAINAGE SYSTEM

CB

STORM DRAIN PIPE

DRAINAGE DIRECTION

BALCONY DRAINBD

STORM DRAIN PIPESDP

PLUMBING LEGEND:SANITARY SEWAGE SYSTEM

PLUMBING LEGEND:FIXTURES

FLOOR CLEAN OUT

SOIL PIPEWASTE PIPE

VENT ABOVE CEILINGUNDER FLOOR VENT

VAC

UFV

DOWNSPOUTDSHORIZONTAL RAINWATER PIPEHRPDECK DRAINDD

FD FLOOR DRAINSD SHOWER DRAIN

WALL CLEAN OUT

13. MINIMUM SEWAGE PIPE SIZE SHALL BE AS FOLLOWS:SOIL PIPE 110mmØ (4"Ø)WASTE PIPE 63mmØ (2"Ø)VENT PIPES 63mmØ (2"Ø)DOWNSPOUT 63mmØ (2"Ø)

14. ALL PLUMBING INSTALLATION INCLUDED HEREIN SHALL BE UNDER THEDIRECT SUPERVISION OF A DULY REGISTERED AND LICENSED MASTERPLUMBER.

CHECK VALVE

PRESSURE TANK

MOTOR PUMPM

PT

UR URINAL

LIGHTING LAYOUTS C A L E M1 : 100

PROPOSED DOTC ANNEX BUILDINGSECOND FLOOR PLAN

4000 4000 4000

12000

18

00

0

45

00

45

00

45

00

45

00

B

A

C

D

E

41 32

750

2500 1500 4000 3150

4000

850

TOILET

TOILET

REGIONALDIRECTOR

BALCONY

ASSISTANTREGIONALDIRECTOR

PLANNINGOFFICER

TOILET

PLANNINGOFFICE

TOILET

ADMIN OFFICE

WAITING AREA

WAITING AREA

ADMINOFFICER

a

b

bd

e

c c c

x

d d d

e ef

f f

g g

g gh h

h h

i i

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Sa

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SrsSt Si

S j

Skl

Sx

SmnSop

Sq

Sr

Sy

Sf

EF

EF

EF

EF

r

t

w

a


PROPOSED DOTC ANNEX BUILDING

WOOD PARTITION

WOODPARTITION

GROUND FLOOR PLAN

18

00

0

12000

4000 4000 4000

45

00

B

A

C

D

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41 324

50

04

50

04

50

0

2500 4000 1500

8000

1500 2500

FINANCE FILINGSTORAGE

SUPPLY ROOM

CASHIERFILING

STORAGETOILET

FINANCE

CHIEF

FINANCE

CASHIER

UTILITYROOM

STORAGEROOM

OPERATION ROOM

PANTRY

PWDTOILET

LP1PP1

MDP

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8925 3075

4000 4000 4000

12000

18

00

0

40004000

45

00

45

00

45

00

45

00

4000

DOWN

MULTI-PURPOSE HALL


PROPOSED DOTC ANNEX BUILDINGTHIRD FLOOR PLAN

TOILET FEMALE TOILET MALE

PLATFORM

a

a

a

a

a

a

a

a

a

b

b

b

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b

b

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JMC

JCC

2015PROJECT SCOPE:

Total Sheet No.:

Sheet No.:

LOCATION :

PROJECT NAME :

CONSTRUCTION OF DEPARTMENT OF TRANSPORTATION ANDCOMMUNICATIONS ANNEX BUILDING

/

A S S H O W N


Director, Project Development Service

Checked by:

DEO LEO N. MANALO

Approved by:

Reviewed by:

OIC, Assistant Secretary for Project DevelopmentATTY. JAIME A. CARINGAL

Undersecretary for PlanningRENE K. LIMCAOCO



COMMUNICATIONS




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DRAWN BY:

CHECKED BY:

DATE DRAWN:

DATE PRINTED:


Construction of DOTC Annex Building

Butuan City

JENALD MICHAEL B. CRUZ

2015

Prepared by:

2015

g

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Sjkl

Sf' (3w)

Sg'h'i'

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Sc (3w)(stair)

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8925 3075

4000 4000 4000

12000

15

00

16

50

0

18

00

0

3000 4000

4000

45

00

45

00

45

00

45

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4000

B

A

C

D

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41 32

DOWN

MULTI-PURPOSE HALL

POWER LAYOUTS C A L E M1 : 100

PROPOSED DOTC ANNEX BUILDINGTHIRD FLOOR PLAN

TOILET FEMALE TOILET MALE

PLATFORM


PROPOSED DOTC ANNEX BUILDINGSECOND FLOOR PLAN

19

20

21

22

23

24

25

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2728

30

14

15

16

29

17

18

B

A

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D

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41 32

7

8

910

12

14

15

16

11

17

18

13

TOILET

TOILET

REGIONALDIRECTOR

2500 3150

4000 4000 4000

12000

15

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30

00

30

00

15

00

15

00

75

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18

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0

2500 1500 2775 2075

45

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45

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BALCONY

DOWNUP

45

00

45

00

12

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33

00

90

00

1500 4850

DOWN

PARA

PET

LIN

E

1150

11

00

11

00

1150

750

ASSISTANTREGIONALDIRECTOR

PLANNINGOFFICER

TOILET

PLANNINGOFFICE

WOODPARTITION

TOILET

ADMIN OFFICE

PLAN

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ORA

GE

WAITING AREA

WAITING AREA

ADMINOFFICER WOOD

PARTITION

1575 1575

FINANCECHIEF

2500 4000 1500 2575

8000

850 3150

WOOD PARTITION

WOODPARTITION


PROPOSED DOTC ANNEX BUILDINGGROUND FLOOR PLAN

B

A

C

D

E

41 32

1

2

3

4

5

6

1

2

3

4

5

6

FINANCE FILINGSTORAGE

SUPPLY ROOM

CASHIERFILING

STORAGETOILET

FINANCE

CASHIER

UTILITYROOM

STORAGEROOM

UP

RAMP

UP

18

00

0

60

00

30

00

15

00

20

00

OPERATION ROOM

12000

1500 4850 3150

4000 4000 4000

45

00

PANTRY

2500

45

00

45

00

45

00

15

00

40

00

CAN

OPY

LIN

E

WOOD PARTITION

PWDTOILET

UP

UP

ENTRY

PARA

PET

LIN

E

14

85

LP1PP1

MDP

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2015PROJECT SCOPE:

Total Sheet No.:

Sheet No.:

LOCATION :

PROJECT NAME :


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A S S H O W N



Checked by:

DEO LEO N. MANALO

Approved by:

Reviewed by:





COMMUNICATIONS




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DRAWN BY:

CHECKED BY:

DATE DRAWN:

DATE PRINTED:



Butuan City


2015

Prepared by:

2015

E-22

17 19

4

3-14mm² THW1-8.0mm² THWIN 25mmØ RSC

60 AT, 3P,240 V 60 Hz

LP1

3-38mm² THW1-14mm² THWIN 40mmØ RSC

125 AT, 3P,240 V 60 Hz

PP1

1

2

230 2-3.5mm²THW IN 20mmØ PVC CONDUIT2

2

20

20

7.30

6.52

3

4

5

6

7

8

9

10

9.26

9.26

8.65

8.17

8.60

7.83

20

20

20

20

20

20

20

2

2

2

2

2

2

2

2

11

13

20

220

220

10.17

35.2535.82 35.72

USE : 3 -14mm ² THW

1 - 8.0mm ² THW

IN 25mm ∅ RSC

IF = 35.82 x 3

= 62.04 AMPS

IF = 62.04 x 1.25

= 77.55 AMPS

1620

1260

1980

1920

1860

1980

1980

2340

1800

8.601980

1800 7.83

1380 6 20mmØ PVC EMPTY CONDUIT ( STUB-OUT )

12 2201980 8.60

23880

CB RATING :

USE : 80AT, 2P , 240 , 60 Hz ECB

2-3.5mm²THW IN 20mmØ PVC CONDUIT











1

2

230 2-5.5mm²THW IN 20mmØ PVC CONDUIT2

2

30

30

145.53

13.04

13.04

USE : 3 - 38mm ² THHN

1 - 14mm ² THW

IN 40mm ∅ CONDUIT

CB RATING :

USE : 125AT, 2P , 240 , 60 Hz ECB

3

4

5

6

7

8

9

13.04

10.43

13.04

13.04

13.04

10.43

10.43

25

30

30

30

30

25

2

2

2

2

2

2

2

10

20mmØ PVC EMPTY CONDUIT ( STUB-OUT )

212

11

12

12

12

6

13.04

13.04

13.04

13.04

13.04

13.04

10.43

12

10.43

12

10.43

12

48.51 48.51 48.51

IF = 3 * (48.51 + 0.25 * 13.04)

= 89.67 AMPS

IF = 89.67 x 1.25

= 112.09 AMPS

25

25

25

25

2

2





ELECTRICAL LEGEND:

MARK DESCRIPTION/S

Sa

POWER SERVICE

ENTRANCE

CIRCUIT BREAKER

DUPLEX CONVENIENCE

OUTLET

GROUND

CIRCUIT RUN ON CEILING

SWITCHES

CIRCUIT HOMERUN

LIGHTING / POWER PANEL

BOX

PANELBOARD

DESCRIPTIONMARK

CEILING LEGEND:

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Checked by:

DEO LEO N. MANALO

Approved by:

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COMMUNICATIONS




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DRAWN BY:

CHECKED BY:

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DATE PRINTED:



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2015

Prepared by:

2015

CIRCUIT RUN ON

WALLS/FLOORS

Sa(3w)

E-33

18 19

4

RISER DIAGRAMNOT TO SCALE

MDP

300 AT, 3P,240 V 60 Hz

3-200mm² THW1-22mm² THWIN 90mmØ RSC

POWER SOURCE3Ø, 360V, 60hZ

1

2


117.36

3

4

5

6

7

8

13.04

13.04

30

30

2

2

13.04 30 2

13.04 30 2

13.04 30 2

2

23013.04

13.04 30

230

20mmØ PVC EMPTY CONDUIT ( STUB-OUT )23013.04

13.04

13.04

13.04

13.04

13.04

13.04

9 20mmØ PVC EMPTY CONDUIT ( STUB-OUT )23013.04

13.04

13.04

13.04

39.12 39.12 39.12

USE : 3 - 30mm ² THHN

1 - 8.0mm ² THW

IN 32mm ∅ CONDUIT

CB RATING :

USE : 100AT, 2P , 240 , 60 Hz ECB

6

IF = 3 * (39.12 + 0.25 * 13.04)

= 73.40 AMPS

IF = 73.40 x 1.25

= 91.76 AMPS

3-30mm² THW1-8.0mm² THWIN 32mmØ RSC

100 AT, 3P,240 V 60 Hz

PP2

1

2

80 2

2

IT = 3 (123.45 +0.25 *13.04)

= 219.47 AMPS

IF = 219.47 x 1.25

= 274.34 AMPS

230

100

122.88123.45 123.35

3 - 200mm ² THW

1 - 22.0mm ² THHN

IN 90mm ∅ RSC

USE : 300 AT, 3∅ , 240 , 60 Hz

MAIN FEEDER:

MAIN CB RATING:

230

3 230

125 2

USE:

LOAD COMPUTATION

2 - 38mm² THW + 1 - 14mm² THWIN 40mmØ CONDUIT

2 - 14mm² THW + 1 - 8.0mm² THWIN 25mmØ CONDUIT

2 - 30mm² THW + 1 - 8.0mm² THWIN 32mmØ CONDUIT

3300 3 - 200mm² THW + 1 - 22mm² THW

IN 90mmØ CONDUIT

kVA

t

=

219.47 x 3 x 230

1000

87.43 kVA=

USE : 100kVA, 3∅ , 13.2kV/240V , 60 Hz

DISTRIBUTION TRANSFORMER

35.2535.82 35.72

48.51 48.51 48.51

39.12 39.12 39.12

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2015PROJECT SCOPE:

Total Sheet No.:

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LOCATION :

PROJECT NAME :


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A S S H O W N



Checked by:

DEO LEO N. MANALO

Approved by:

Reviewed by:





COMMUNICATIONS




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I

N

U

A

E

D S

N

O

I

T

M

M


DRAWN BY:

CHECKED BY:

DATE DRAWN:

DATE PRINTED:



Butuan City


2015

Prepared by:

2015

E-44

19 19

4

third floor waterline layout - dotrdotr.gov.ph/images/public_bidding/civilworks/dotc_co/... ·...

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