GENERAL NOTES AND SPECIFICATIONS:
5.
6. 7. 8.
9. 10. 11.
12. 13.
14.
ALL FIXTURES SHALL BE INDIVIDUALLY VENTED. 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. TO PREVENT CONTAMINATION OF UNDERGROUND WATER SOURCE NO SEPTIC TANK SHALL BE CONSTRUCTED LESS THAN 1.20m ABOVE THE WATER TABLE LEVEL. ALL PIPE SIZE ARE IN MILLIMETERS AND ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SPECIFIED. MINIMUM SEWAGE PIPE SIZE SHALL BE AS FOLLOWS: SOIL PIPE WASTE PIPE VENT PIPES DOWNSPOUT ALL PLUMBING INSTALLATION INCLUDED HEREIN SHALL BE UNDER THE DIRECT SUPERVISION OF A DULY REGISTERED AND LICENSED MASTER PLUMBER.
PLUMBING LEGEND: GATE VALVE
STORM DRAIN PIPE
CHECK VALVE
M
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
MATERIAL SHALL BE CONCRETE DRAIN PIPE (CDP) TONGUE @ GROOVE, MORTAR JOINTS, REINFORCED
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. "GREAT VOLUME"," CRANE", "KITS", OR APPROVED EQUAL.
GATE VALVES
"GREAT VOLUME","CRANE", "KITS", OR APPROVED EQUAL.
WATER METER
"ARAD", "ASAHI" BRAND OR APPROVED EQUAL.
1:50 MTS
4400 200
SV
SHOWER VALVE
CWR
COLD WATER RISER
KS LT F
KITCHEN SINK LAUNDRY TRAY FAUCET
FD
FLOOR DRAIN
HB WC
HOSE BIBB WATER CLOSET
VSTR CO SD VP WP SP MV
VENT STACK THRU ROOF CLEAN OUT SHOWER DRAIN VENT PIPE WASTE PIPE SOIL PIPE MAIN VENT
LAV
LAVATORY
VAC
VENT ABOVE CEILING
BT FB
BATH TUB FOOT BATH
FCO
FLOOR CLEANOUT
UFV
UNDER FLOOR VENT
HRP
HORIZONTAL RAINWATER PIPING CONDENSATE PIPE DOWNSPOUT ROOF DRAIN
CATCH BASIN
CP DS RD
COLD WATERLINE DS
WATERLINE LAYOUT SCALE
WATER METER
CWL
ISOMETRIC
CHECK VALVES
VENT PIPE
CB
SHALL BE POLYVINYL CHLORIDE (PVC) SERIES 1000, "ATLANTA" BRAND OR APPROVED EQUAL. FITTING SHALL BE
1800
200
900
200
900
200
200
4.
COORDINATE THE DRAWING WITH OTHER RELATED DRAWINGS AND SPECIFICATION. THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DESCREPANCY FOUND THEREIN. 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. PROPOSED SANITARY UTILITIES SHALL CONFORM TO THE ACTUAL LOCATION, DEPTH AND INVERT ELEVATION OF ALL EXISTING PIPES AND STRUCTURES AS VERIFIED BY THE CONTRACTOR. ALL SLOPES FOR HORIZONTAL DRAINAGE SHALL MAINTAIN 1% UNLESS OTHERWISE SPECIFIED. SIZE OF WATER SUPPLY PIPES TO FIXTURES SHALL BE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 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.
COLD WATER LINE
DOWNSPOUT
WASTE PIPE
1200
3.
MATERIAL SPECIFICATIONS:
ISOMETRIC
SANITARY SEWAGE LAYOUT SCALE
200
2.
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. 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.
1600
1.
1:50 MTS
SOIL PIPE
D
E
F
A
B
C
PLAN
F
5000
5000
5000
5000
5000
5000
1
300
1
5000
7000
WATER LEVEL
AIR SPACE
AIR SPACE WATER LEVEL
WATER LEVEL
7000
1000
1550
2
14000
2
AIR SPACE
51
5000
10025
5000
E
25000
25000 5000
D
51
C
51
B
300
A
INLET COMPARTMENT 3
TERTIARY COMPARTMENT
150
3
SECONDARY COMPARTMENT
SECTION
SANITARY SEWAGE LAYOUT SCALE
1 : 200
Prepared by:
SEPTIC TANK DETAILS
WATERLINE LAYOUT
M
SCALE
Checked by:
Approved by:
1 : 200
SCALE
M
PROJECT NAME :
1:20 MTS
Sheet Content:
Revisions:
Sheet No.:
DRAWN BY:
JMG
CHECKED BY:
CFQ/JCC
DATE DRAWN:
2016
DATE PRINTED:
2016
Total Sheet No.:
DATE APPROVED:
2016
09 / 10
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF TRANSPORTATION AND COMMUNICATIONS PROJECT DEVELOPMENT SERVICE
MATI AIRPORT DEVELOPMENT PROJECT (C.Y. 2015) JULIUS C. CARLOS Engineer IV, Project Development Service
PROJECT SCOPE: REHABILITATION OF EXISTING TERMINAL BUILDING
UNIT 83, THE COLUMBIA TOWER, BRGY. WACK WACK, ORTIGAS AVENUE, MANDALUYONG CITY 1555
LOCATION
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.
:
MATI, DAVAO ORIENTAL
SCALE
:
AS SHOWN
P-1 1
1
A
B
C
D
E
A
F
B
C
5000
E
F
25000
25000 5000
D
5000
5000
5000
5000
5000
5000
5000
5000
5000 4300 4400
1
2
7000
2
14000
7000
1
3
3
PROPOSED
PROPOSED
FOUNDATION PLAN SCALE
N
SCALE
1 : 150
M
BEAM 1 DETAIL
FOUNDATION PLAN
FOUNDATION SECTION
SCALE
SCALE
SCALE
SCALE
1 : 10
M
1 : 10
M
Checked / Submitted by:
1 : 20
M
1 : 20
M
Approved by:
N N
A
O
A
SP
ROOF BEAM PLAN
M
COLUMN 1 DETAIL
Prepared by: RTAT I O
1 : 150
IC
AT
TM
EN
CO M M U N
T O F TR
D
Republic of the Philippines
DEPARTMENT OF TRANSPORTATION AND COMMUNICATIONS
JULIUS C. CARLOS
DEO LEO N. MANALO
Office of the Director Project Development Service
Engineer IV, Project Development Service
Director, Project Development Service
IO
N S DE PA
R
The Columbia Tower, Ortigas Ave., Mandaluyong City, Metro Manila
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
S- 1
DAHICAN AIRPORT DEVELOPMENT PROJECT (C.Y. 2015) * AS SHOWN *
01 03
REHABILITATION OF EXISTING TERMINAL BUILDING
06 / 10
TRUSS 2 DETAIL SCALE
TRUSS 1 DETAIL SCALE
1 : 50
1 : 50
TRUSS 4 DETAIL
M
SCALE
Prepared by: N
Checked / Submitted by:
1 : 50
M
TRUSS 5 DETAIL SCALE
1 : 50
M
TRUSS 6 DETAIL SCALE
1 : 50
M
Approved by:
N N
A
O
A
SP
RTAT I O
M
M
TRUSS 3 DETAIL SCALE
1 : 50
IC
AT
TM
EN
CO M M U N
T O F TR
D
Republic of the Philippines
DEPARTMENT OF TRANSPORTATION AND COMMUNICATIONS
JULIUS C. CARLOS
DEO LEO N. MANALO
Office of the Director Project Development Service
Engineer IV, Project Development Service
Director, Project Development Service
IO
N S DE PA
R
The Columbia Tower, Ortigas Ave., Mandaluyong City, Metro Manila
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
S- 2
DAHICAN AIRPORT DEVELOPMENT PROJECT (C.Y. 2015) * AS SHOWN *
02 03
REHABILITATION OF EXISTING TERMINAL BUILDING
07 / 10
NOTE: REINFORCING BAR FOR SLAB OPENING OPENING SIZE
VERTICAL & HORIZONTAL
UNDER 600 UNDER 800
Prepared by: N
Checked / Submitted by:
Approved by:
N N
A
O
A
SP
RTAT I O
IC
AT
TM
EN
CO M M U N
T O F TR
D
Republic of the Philippines
DEPARTMENT OF TRANSPORTATION AND COMMUNICATIONS
JULIUS C. CARLOS
DEO LEO N. MANALO
Office of the Director Project Development Service
Engineer IV, Project Development Service
Director, Project Development Service
IO
N S DE PA
R
The Columbia Tower, Ortigas Ave., Mandaluyong City, Metro Manila
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
S-3
DAHICAN AIRPORT DEVELOPMENT PROJECT (C.Y. 2015) * AS SHOWN *
03 03
REHABILITATION OF EXISTING TERMINAL BUILDING
09 / 10