GENERAL NOTES AND SPECIFICATIONS: MATERIAL …

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 DRAWINGS SHALL BE FURNISHED AND INSTALLED IF NECESSARY TO COMPLETE THE SYSTEM TO THE SATISFACTION OF THE OWNER.

2. ALL PLUMBING WORKS SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISION OF THE NATIONAL PLUMBING CODE OF THE PHILIPPINES, THE REQUIREMENTS OF THE LOCAL PLUMBING INSPECTION OFFICE, PERTINENT PROVISIONS OF THE UNIFORM BUILDING CODE AND THE NATIONAL BUILDING CODE OF THE PHILIPPINES.

3. COORDINATE THE DRAWING WITH OTHER RELATED DRAWINGS AND SPECIFICATION. THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DESCREPANCY FOUND THEREIN.

4. ALL PIPES SHALL BE INSTALLED AS INDICATED ON PLANS, ANY RELOCATIONS REQUIRED FOR PROPER EXECUTION OF OTHER TRADE SHALL 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 AND STRUCTURES AS VERIFIED BY THE CONTRACTOR.

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

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

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

STORM DRAINAGE LINES/ DOWNSPOUT

SHALL BE POLYVINYL CHLORIDE (PVC) SERIES 1000, "ATLANTA" BRAND OR APPROVED EQUAL. FITTING SHALL BE 62/9(17&(0(17-2,1772$670'PP $%29( MATERIAL SHALL BE CONCRETE DRAIN PIPE (CDP) TONGUE @ GROOVE, MORTAR JOINTS, REINFORCED )25PP /$5*(5

AHU/FCU LINES

SHALL BE POLYVINYL CHLORIDE (PVC) PIPE SERIES 600 II, "NELTEX", "ATLANTA" BRAND OR APPROVED EQUAL.

FITTINGS

SHALL BE SOLVENT CEMENT JOINT TO ASTM D2564.

9. ALL FIXTURES SHALL BE INDIVIDUALLY VENTED.

CHECK VALVES

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

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.

GATE VALVES

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

11. TO PREVENT CONTAMINATION OF UNDERGROUND WATER SOURCE NO

SEPTIC TANK SHALL BE CONSTRUCTED LESS THAN 1.20m ABOVE THE

WATER METER

"ARAD", "ASAHI" BRAND OR APPROVED EQUAL.

WATER TABLE LEVEL.

200

12. ALL PIPE SIZE ARE IN MILLIMETERS AND ALL DIMENSIONS ARE IN METERS

UNLESS OTHERWISE SPECIFIED.

13. MINIMUM SEWAGE PIPE SIZE SHALL BE AS FOLLOWS:

200

SOIL PIPE

PP

WASTE PIPE

PP

SV

VENT PIPES

PP

KS

DOWNSPOUT

PP

LT

14. ALL PLUMBING INSTALLATION INCLUDED HEREIN SHALL BE UNDER THE F

DIRECT SUPERVISION OF A DULY REGISTERED AND LICENSED MASTER

PLUMBER.

FD

HB

PLUMBING LEGEND:

WC

LAV

GATE VALVE

STORM DRAIN PIPE

BT

FB

SHOWER VALVE KITCHEN SINK LAUNDRY TRAY FAUCET FLOOR DRAIN HOSE BIBB WATER CLOSET

LAVATORY

BATH TUB FOOT BATH

CWR VSTR CO SD VP WP SP MV

VAC

FCO

COLD WATER RISER VENT STACK THRU ROOF CLEAN OUT SHOWER DRAIN VENT PIPE WASTE PIPE SOIL PIPE MAIN VENT

VENT ABOVE CEILING

FLOOR CLEANOUT

1200

1600

CHECK VALVE

VENT PIPE

UFV UNDER FLOOR VENT

M CWL

WATER METER CB

COLD WATERLINE DS

WASTE PIPE

CATCH BASIN DOWNSPOUT

HRP

CP DS RD

HORIZONTAL RAINWATER PIPING CONDENSATE PIPE DOWNSPOUT ROOF DRAIN

ISOMETRIC

SANITARY SEWAGE LAYOUT

S C A L E

1:50 MTS

200

SOIL PIPE

A

B

C

D

E

F

5000

5000

25000 5000

5000

5000

A

B

C

D

E

F

5000

5000

25000 5000

5000

5000

1

1

300 10025

7000

1550

14000

2

2

1000

7000

150

3

3

SANITARY SEWAGE LAYOUT

S C A L E

1 : 200

M

WATERLINE LAYOUT

S C A L E

1 : 200

M

REPUBLIC OF THE PHILIPPINES

DEPARTMENT OF TRANSPORTATION AND COMMUNICATIONS

PROJECT DEVELOPMENT SERVICE

Prepared by:

Checked by:

JULIUS C. CARLOS

Engineer IV, Project Development Service

Approved by:

UNIT 83, THE COLUMBIA TOWER, BRGY. WACK WACK, ORTIGAS AVENUE, MANDALUYONG CITY 1555

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.

PROJECT NAME :

MATI AIRPORT DEVELOPMENT PROJECT (C.Y. 2015)

PROJECT SCOPE:

REHABILITATION OF EXISTING TERMINAL BUILDING

LOCATION : MATI, DAVAO ORIENTAL

ISOMETRIC

WATERLINE LAYOUT

S C A L E

1:50 MTS

1800

4400

200

900

200

900

200

PLAN

300 51 51 51

AIR SPACE WATER LEVEL

AIR SPACE WATER LEVEL

AIR SPACE WATER LEVEL

INLET COMPARTMENT

SECONDARY COMPARTMENT

TERTIARY COMPARTMENT

SECTION

SEPTIC TANK DETAILS

S C A L E

1:20 MTS

Sheet Content:

SCALE :

AS SHOWN

DRAWN BY:

JMG

Revisions:

CHECKED BY:

CFQ/JCC

DATE DRAWN:

2016

DATE PRINTED:

2016

DATE APPROVED: 2016

Sheet No.:

P-1

11

Total Sheet No.:

09 / 10

A

B

C

D

E

F

5000

5000

25000 5000

5000

5000

5000

4400

4300

1

7000

14000

2

7000

3

PROPOSED

FOUNDATION PLAN

S C A L E

1 : 150

M

A

B

C

D

E

F

5000

5000

25000 5000

5000

5000

1

2

3

PROPOSED

ROOF BEAM PLAN

S C A L E

1 : 150

M

COLUMN 1 DETAIL

S C A L E

1 : 10

M

BEAM 1 DETAIL

S C A L E

1 : 10

M

MENT OF TR A

NSPORTA T I O N A

ND COM M UNIC

Republic of the Philippines

DEPARTMENT OF TRANSPORTATION AND COMMUNICATIONS

Office of the Director Project Development Service

The Columbia Tower, Ortigas Ave., Mandaluyong City, Metro Manila

Prepared by:

AT ION S DE PART

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

Checked / Submitted by:

JULIUS C. CARLOS

Engineer IV, Project Development Service

FOUNDATION PLAN

S C A L E

1 : 20

M

FOUNDATION SECTION

S C A L E

1 : 20

M

Approved by:

DEO LEO N. MANALO

Director, Project Development Service

DAHICAN AIRPORT DEVELOPMENT PROJECT (C.Y. 2015)

REHABILITATION OF EXISTING TERMINAL BUILDING

* AS SHOWN *

S-1

01 03

06 / 10

TRUSS 1 DETAIL

S C A L E

1 : 50

M

TRUSS 2 DETAIL

S C A L E

1 : 50

M

TRUSS 3 DETAIL

S C A L E

1 : 50

M

TRUSS 4 DETAIL

S C A L E

1 : 50

M

TRUSS 5 DETAIL

S C A L E

1 : 50

M

TRUSS 6 DETAIL

S C A L E

1 : 50

M

MENT OF TR A

NSPORTA T I O N A

ND COM M UNIC

Republic of the Philippines

DEPARTMENT OF TRANSPORTATION AND COMMUNICATIONS

Office of the Director Project Development Service

The Columbia Tower, Ortigas Ave., Mandaluyong City, Metro Manila

Prepared by:

AT ION S DE PART

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

Checked / Submitted by:

JULIUS C. CARLOS

Engineer IV, Project Development Service

Approved by:

DEO LEO N. MANALO

Director, Project Development Service

DAHICAN AIRPORT DEVELOPMENT PROJECT (C.Y. 2015)

REHABILITATION OF EXISTING TERMINAL BUILDING

* AS SHOWN *

S-2

02 03

07 / 10

REINFORCING BAR FOR SLAB OPENING

OPENING SIZE

VERTICAL & HORIZONTAL

UNDER 600

UNDER 800

NOTE:

MENT OF TR A

NSPORTA T I O N A

ND COM M UNIC

Republic of the Philippines

DEPARTMENT OF TRANSPORTATION AND COMMUNICATIONS

Office of the Director Project Development Service

The Columbia Tower, Ortigas Ave., Mandaluyong City, Metro Manila

Prepared by:

AT ION S DE PART

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

Checked / Submitted by:

JULIUS C. CARLOS

Engineer IV, Project Development Service

Approved by:

DEO LEO N. MANALO

Director, Project Development Service

DAHICAN AIRPORT DEVELOPMENT PROJECT (C.Y. 2015)

REHABILITATION OF EXISTING TERMINAL BUILDING

* AS SHOWN *

S-3

03 03

09 / 10

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