1
1
1
1
1
1
1
1
1
1
1
1
1
1
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1
1
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1
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CB CB CB CB
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CO CO CO CO CO
CO
TO
SEPTIC
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CO
CO
CO
CO
CO
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EXISTING
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CB CB CB CB
COCOCOCOCOCO
150MM Ø PVC PIPE
150MM Ø
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150MM Ø
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150MM Ø
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15
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150MM Ø PVC PIPE
FD
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WC WC WC WC WC WC
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LAV
LAV LAV LAV LAV LAV
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150MM Ø PVC PIPE 150MM Ø PVC PIPE 150MM Ø PVC PIPE
150MM Ø PVC PIPE 150MM Ø PVC PIPE 150MM Ø PVC PIPE
150MM Ø
PVC PIPE
150MM Ø
PVC PIPE
150MM Ø
PVC PIPE
WP
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FCO
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FCO
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FCO
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FCOFCO FCO
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VP
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FCO
FCO
FCOFCO FCO FCO
FCO
FCO
FCO
FCO
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FCO FCO FCO FCO
FCOFCO FCO
FCO
FCO
FCO
FCOFCO
FCO
FCO
FCO
FCO
FCO FCO FCO FCO
FCOFCO FCO
FCO
FCO
FCO
FCO
FCO
FCO
FCO
FCO
FCO
FCO
FCO
FCO
FCO
FCO
FCO
FCO
FCO
FCO
FCO
FCO
FCO
FCO
FCO
FCO
FCO
SCALE
GROUND FLOOR
SEWER AND DRAINAGE LAYOUT
1:100
P 01
1
SCALE
SECOND AND FOURTH FLOOR
SEWER AND DRAINAGE LAYOUT
1:100
P 01
2
SCALE
THIRD AND FIFTH FLOOR
SEWER AND DRAINAGE LAYOUT
1:100
P 01
3
REG No.: DATE:
PTR No.: PLACE:
DESIGNED BY: CHECKED BY:
DRAWN BY:DATE:
SHEET CONTENT:
REVISIONS: DATE:
STANDARD DESIGNED PREPARED BY:
HOUSING TECHNOLOGY DEVELOPMENT OFFICE
REVIEWED BY:SUBMITTED BY: RECOMMENDING APPROVAL:
MA. BENITA O. REGALA
APPROVED BY:
MARCELINO P. ESCALADA, JR.
SHEET NO.
LOCATION:
PROJECT TITLE:
Office of the President
Elliptical Road, Diliman, Quezon City
NATIONAL HOUSING AUTHORITY
GROUP MANAGER, HSSG GENERAL MANAGER
PROPOSED STANDARD 5-STOREY
LOW-RISE BUILDING & LAND DEVELOPMENT
MAURA D. AGGARAO
PROGRAM MANAGER
MARIA TERESA P. OBLIPIAS
REGIONAL MANAGER
ENGINEER:
JUANCHO M. CORPUZ
DISTRICT MANAGER
NORTH SECTORPROGRAM OFFICE, NORTH SECTORMANAVA DISTRICT OFFICE
AutoCAD SHX Text
150MM PVC PIPE
AutoCAD SHX Text
SEWER AND DRAINAGE LAYOUT
1
1
1
1
1
1
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1
1
1
1
1
1
1
1
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B
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C
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C
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C
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C
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C
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D
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F
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C
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A
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C
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D
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F
D
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C
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C
O
F
C
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C
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C
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F
D
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A
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F
C
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F
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C
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D
F
D
K
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W
C
L
A
V
F
C
O
F
C
O
F
C
O
F
C
O
F
C
O
SCALE
GROUND FLOOR ISOMETRIC
SEWER AND DRAINAGE LAYOUT
1:100
P 02
1
SCALE
SECOND AND FOURTH FLOOR ISOMETRIC
SEWER AND DRAINAGE LAYOUT
1:100
P 02
2
SCALE
THIRD AND FIFTH FLOOR ISOMETRIC
SEWER AND DRAINAGE LAYOUT
1:100
P 02
3
REG No.: DATE:
PTR No.: PLACE:
DESIGNED BY: CHECKED BY:
DRAWN BY:DATE:
SHEET CONTENT:
REVISIONS: DATE:
STANDARD DESIGNED PREPARED BY:
HOUSING TECHNOLOGY DEVELOPMENT OFFICE
REVIEWED BY:SUBMITTED BY: RECOMMENDING APPROVAL:
MA. BENITA O. REGALA
APPROVED BY:
MARCELINO P. ESCALADA, JR.
SHEET NO.
LOCATION:
PROJECT TITLE:
Office of the President
Elliptical Road, Diliman, Quezon City
NATIONAL HOUSING AUTHORITY
GROUP MANAGER, HSSG GENERAL MANAGER
PROPOSED STANDARD 5-STOREY
LOW-RISE BUILDING & LAND DEVELOPMENT
MAURA D. AGGARAO
PROGRAM MANAGER
MARIA TERESA P. OBLIPIAS
REGIONAL MANAGER
ENGINEER:
JUANCHO M. CORPUZ
DISTRICT MANAGER
NORTH SECTORPROGRAM OFFICE, NORTH SECTORMANAVA DISTRICT OFFICE
AutoCAD SHX Text
SEWER AND DRAINAGE ISOMETRIC VIEW
1
1
1
1
1
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1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
FROM
CISTERN
FD
HB
KS
SF
FD
WC
LAV
FD
SF
WC
LAV
KS
HB
FD
HB
FD
KS
SF
FD
WC
LAV
FD
SF
WC
LAV
KS
HB
FD
HB
FD
KS
SF
FD
WC
LAV
FD
SF
WC
LAV
KS
HB
FD
GV M CV
GV M CV
GV M CV
GV M CV
GV M CV
GV M CV
CV M GV
CV M GV
CV M GV
CV M GV
CV M GV
CV M GV
FD
HB
KS
LAV
WCSF
FD
LAV
WC
FD
SF
KS
HB
FD FD
HB
KS
LAV
WC
FD
SF
LAV
WC
FD
SF
KS
HB
FD FD
HB
KS
LAV
WC
FD
SF
LAV
WC
FD
SF
KS
HB
FD
50MM Ø
CWL RISER
50MM Ø
CWL RISER
0.275
32MM Ø CWL 32MM Ø CWL
32MM Ø CWL
32MM Ø CWL
19
MM
Ø
C
WL
19
MM
Ø
C
WL
19
MM
Ø
C
WL
19
MM
Ø
C
WL
19
MM
Ø
C
WL
19
MM
Ø
C
WL
19
MM
Ø
C
WL
19
MM
Ø
C
WL
19
MM
Ø
C
WL
19
MM
Ø
C
WL
19
MM
Ø
C
WL
19
MM
Ø
C
WL
PUMPHOUSE
(VERIFY LOCATION)
FROM
CISTERN
PUMPHOUSE
(VERIFY LOCATION)
GV M CV
CV M GV
FD
HB
KS
SF
FD
WC
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FD
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FD
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FD
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FD
WC
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FD
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FD
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FD
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WC
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KS
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GV M CV
GV M CV
GV M CV
GV M CV
GV M CV
GV M CV
50MM Ø
CWL RISER
32MM Ø CWL 32MM Ø CWL
19
MM
Ø
C
WL
19
MM
Ø
C
WL
19
MM
Ø
C
WL
19
MM
Ø
C
WL
19
MM
Ø
C
WL
19
MM
Ø
C
WL
CV M GV
CV M GV
CV M GV
CV M GV
CV M GV
CV M GV
LAV
WC
FD
SF
KS
HB
FD FD
HB
KS
LAV
WC
FD
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LAV
WC
FD
SF
KS
HB
FD FD
HB
KS
LAV
WC
FD
SF
LAV
WC
FD
SF
KS
HB
FD
50MM Ø
CWL RISER
0.275
32MM Ø CWL32MM Ø CWL
19
MM
Ø
C
WL
19
MM
Ø
C
WL
19
MM
Ø
C
WL
19
MM
Ø
C
WL
19
MM
Ø
C
WL
19
MM
Ø
C
WL
FD
HB
KS
LAV
WC
FD
SF
50MM Ø CWL
DOWNFEED
50MM Ø CWL
DOWNFEED
GV M CV
CV M GV
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
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R
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B
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SCALE
GROUND FLOOR
WATER LINE LAYOUT
1:100
P 03
1
SCALE
SECOND TO FIFTH FLOOR
WATER LINE LAYOUT
1:100
P 03
2
SCALE
GROUND FLOOR ISOMETRIC
WATER LINE LAYOUT
1:100
P 03
3
SCALE
SECOND TO FIFTH FLOOR ISOMETRIC
WATER LINE LAYOUT
1:100
P 03
4
REG No.: DATE:
PTR No.: PLACE:
DESIGNED BY: CHECKED BY:
DRAWN BY:DATE:
SHEET CONTENT:
REVISIONS: DATE:
STANDARD DESIGNED PREPARED BY:
HOUSING TECHNOLOGY DEVELOPMENT OFFICE
REVIEWED BY:SUBMITTED BY: RECOMMENDING APPROVAL:
MA. BENITA O. REGALA
APPROVED BY:
MARCELINO P. ESCALADA, JR.
SHEET NO.
LOCATION:
PROJECT TITLE:
Office of the President
Elliptical Road, Diliman, Quezon City
NATIONAL HOUSING AUTHORITY
GROUP MANAGER, HSSG GENERAL MANAGER
PROPOSED STANDARD 5-STOREY
LOW-RISE BUILDING & LAND DEVELOPMENT
MAURA D. AGGARAO
PROGRAM MANAGER
MARIA TERESA P. OBLIPIAS
REGIONAL MANAGER
ENGINEER:
JUANCHO M. CORPUZ
DISTRICT MANAGER
NORTH SECTORPROGRAM OFFICE, NORTH SECTORMANAVA DISTRICT OFFICE
AutoCAD SHX Text
WATER LINE LAYOUT AND ISOMETRIC VIEW
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SCALE
SEWER LINE LAYOUT
BLOW-UP DETAIL
NTS
P 04
1
SCALE
SEWER LINE LAYOUT (GROUND FLOOR)
BLOW-UP DETAIL
NTS
P 04
2
SCALE
SEWER LINE LAYOUT (5th FLOOR)
BLOW-UP DETAIL
NTS
P 04
3
SCALE
WATER LINE LAYOUT
BLOW-UP DETAIL
NTS
P 04
4
REG No.: DATE:
PTR No.: PLACE:
DESIGNED BY: CHECKED BY:
DRAWN BY:DATE:
SHEET CONTENT:
REVISIONS: DATE:
STANDARD DESIGNED PREPARED BY:
HOUSING TECHNOLOGY DEVELOPMENT OFFICE
REVIEWED BY:SUBMITTED BY: RECOMMENDING APPROVAL:
MA. BENITA O. REGALA
APPROVED BY:
MARCELINO P. ESCALADA, JR.
SHEET NO.
LOCATION:
PROJECT TITLE:
Office of the President
Elliptical Road, Diliman, Quezon City
NATIONAL HOUSING AUTHORITY
GROUP MANAGER, HSSG GENERAL MANAGER
PROPOSED STANDARD 5-STOREY
LOW-RISE BUILDING & LAND DEVELOPMENT
MAURA D. AGGARAO
PROGRAM MANAGER
MARIA TERESA P. OBLIPIAS
REGIONAL MANAGER
ENGINEER:
JUANCHO M. CORPUZ
DISTRICT MANAGER
NORTH SECTORPROGRAM OFFICE, NORTH SECTORMANAVA DISTRICT OFFICE
AutoCAD SHX Text
BLOW-UP DETAILS OF SEWER AND WATER LINE LAYOUT
FIXTURE SCHEDULE:
SYMBOL FIXTURE
PIPE SIZES IN MILLIMETER
REMARKS
CW WASTE VENT TRAPS
WC
WATER
CLOSET
19 Ø 100 Ø 38 Ø INTEGRAL TANK TYPE
KS
KITCHEN
SINK
19 Ø 50 Ø 38 Ø P-TRAP
SINGLE
COMPARTMENT
SH SHOWER 50 Ø 38 Ø P-TRAP
FD
FLOOR
DRAIN
50 Ø P-TRAP
19 Ø
MATERIAL SPECIFICATIONS:
1. COLD WATER
LINES
PPR PIPES
2. SEWER / WASTE /
DOWNSPOUT
PVC PIPES
SERIES 1000
3. VENT LINES
PVC PIPES
SERIES 600
4. DRAINAGE LINES
CONCRETE
DRAINAGE PIPE
5. GATE VALVES
CRANE BRAND OR APPROVED
EQUAL
50m
mØ
C
WL P
IP
E
5F UNITS
GV CVM
GV CVM
GV CVM
GV CVM
GV CVM
GV CVM
UNIT-1
UNIT-2
UNIT-3
UNIT-4
UNIT-5
UNIT-6
19mmØ PIPE
32mmØ PIPE
19m
mØ
P
IP
E
19m
mØ
P
IP
E
50mmØ PIPE
TO WATER TANK
32mmØ PIPE
19mmØ PIPE
19mmØ PIPE
19mmØ PIPE
19mmØ PIPE
19mmØ PIPE
GENERAL NOTES:
1. ALL PLUMBING WORKS INCLUDED HEREIN SHALL BE EXECUTED
ACCORDING TO THE PROVISIONS OF THE PHILIPPINE PLUMBING
CODE, THE NATIONAL BUILDING CODE, AND THE RULES AND
REGULATIONS OF THE CITY/MUNICIPALITIES.
2. COORDINATE THE DRAWINGS WITH OTHER RELATED DRAWINGS
AND SPECIFICATIONS. THE ENGINEER SHALL BE NOTIFIED
IMMEDIATELY OF ANY DISCREPANCY FOUND THERIN PRIOR TO
INSTALLATION.
3. ALL PIPES AND FIXTURES SHALL BE INSTALLED AS INDICATED ON
THE DRAWINGS. ANY RELOCATIONS REQUIRED FOR PROPER
EXECUTION OF OTHER TRADES SHALL BE WITH PRIOR APPROVAL
OF ARCHITECT OR ENGINEER.
4. ALL PROPOSED SANITARY UTILITES SHALL CONFORM TO THE
ACTUAL LOCATION, DEPTH AND INVERT ELEVATION OF ALL
EXISTING PIPES AND STRUCTURES AS VERIFIED BY THE
CONTRACTOR.
5. ALL SLOPES FOR HORIZONTAL DRAINAGE PIPES SHALL MAINTAIN
1% UNLESS OTHERWISE SPECIFIED.
6. ALL PIPE SIZES ARE IN MILLIMETERS UNLESS OTHERWISE SPECIFIED.
NOTE:
1. ALL DRY STAND PIPE SHALL BE LOCATED
AT THE RIGHT SIDE OF THE CABINET.
2. ALL CABINETS SHALL BE CONSTRUCTED
FLUSHED WITH THE PLASTERED SURFACE
OF THE WALL.
0.05
0.80
0.05
0.90
0.05 0.70 0.05
0.80
38MM Ø PRESSURE
RESTRICTING VALVE BY
POHATTAN OR APPROVED
EQUAL
COMBINATION STRAIGHT
STEAM / FIRE FOG NOZZLE
4.3KG. ABC TYPE PORTABLE
FIRE EXTINGUISHER UL/FM
APPROVED
GA.#18 STEEL BODY WITH
ANALOK FIN. ALUM. FRAME
FULL GLASS DOOR/ WHITE
PAINT FIN. INTERIOR & RED
FIN. EXTERIOR
38MM Ø 30.80M (100FT)
FIREHOSE JACKETED RUBBER
LINED
63MM Ø PRESSURE
RESTRICTING VALUE
0.90
1.80
FFL
GROUND
FLOOR LINE
2ND
FLOOR LINE
3RD
FLOOR LINE
4TH
FLOOR LINE
5TH
FLOOR LINE
ROOF LINE
GV CVM
GV CVM
GV CVM
GV CVM
GV CVM
GV CVM
32mmØ PIPE
ELEVATED
WATER TANK
50mmØ PIPE
19
mm
Ø P
IP
E
19
mm
Ø P
IP
E
GV CVM
GV CVM
GV CVM
GV CVM
GV CVM
GV CVM
32mmØ PIPE
19
mm
Ø P
IP
E
GV CVM
GV CVM
GV CVM
GV CVM
GV CVM
GV CVM
32mmØ PIPE
GV CVM
GV CVM
GV CVM
GV CVM
GV CVM
GV CVM
32mmØ PIPE
GV CVM
GV CVM
GV CVM
GV CVM
GV CVM
GV CVM
UNIT-119mmØ PIPE
32mmØ PIPE
GV
V=1,500 GAL
V=5,400 GAL
CISTERN TANK
19mmØ PIPE
19mmØ PIPE
19mmØ PIPE
19mmØ PIPE
19mmØ PIPE
19mmØ PIPE
19mmØ PIPE
19mmØ PIPE
19mmØ PIPE
19mmØ PIPE
19mmØ PIPE
19mmØ PIPE
19mmØ PIPE
19mmØ PIPE
19mmØ PIPE
19mmØ PIPE
19mmØ PIPE
19mmØ PIPE
19mmØ PIPE
19mmØ PIPE
19mmØ PIPE
19mmØ PIPE
19mmØ PIPE
19mmØ PIPE
19mmØ PIPE
19mmØ PIPE
19mmØ PIPE
19mmØ PIPE
19mmØ PIPE
(AS PER
PLAN)
19
mm
Ø P
IP
E
19
mm
Ø P
IP
E
19
mm
Ø P
IP
E
19
mm
Ø P
IP
E
19
mm
Ø P
IP
E
19
mm
Ø P
IP
E
19
mm
Ø P
IP
E
32
mm
Ø C
WL
P
IP
E3
2m
mØ
C
WL
P
IP
E3
8m
mØ
C
WL
P
IP
E3
8m
mØ
C
WL
P
IP
E5
0m
mØ
C
WL
P
IP
E
50
mm
Ø C
WL
P
IP
E
CVGV CVM
63mmØ CWL
PIPE
UNIT-2
UNIT-3
UNIT-4
UNIT-5
UNIT-6
UNIT-1
UNIT-2
UNIT-3
UNIT-4
UNIT-5
UNIT-6
UNIT-1
UNIT-2
UNIT-3
UNIT-4
UNIT-5
UNIT-6
UNIT-1
UNIT-2
UNIT-3
UNIT-4
UNIT-5
UNIT-6
UNIT-1
UNIT-2
UNIT-3
UNIT-4
UNIT-5
UNIT-6
FIRE HOSE
CABINET
FIRE HOSE
CABINET
FIRE HOSE
CABINET
FIRE HOSE
CABINET
FIRE HOSE
CABINET
FIRE DEPARTMENT
HOSE CONNECTION
2ND FLOOR LINE
GROUND FLOOR LINE
3RD FLOOR LINE
4TH FLOOR LINE
5TH FLOOR LINE
63MM Ø DRY
STNADPIPE
LEGEND & ABBREVIATIONS:
CWL COLD WATER LINES
WP WASTE PIPES
DP DRAINAGE PIPE
VP VENT PIPE
WC WATER CLOSET
LAV LAVATORY
GV GATE VALVE
SD SHOWER DRAIN
KS KITCHEN SINK
FD FLOOR DRAIN
FCO FLOOR CLEAN OUT
CO CLEAN OUT
HB HOSE BIBB
CB CATCH BASIN
DS DOWNSPOUT
RD ROOFDRAIN
VS VENT STACK
VTR VENT THRU ROOF
SF SHOWER FAUCET
CV CHECK VALVE
ST STRAINER
TYP TYPICAL
Ø DIAMETER
L LENGTH
SCALE
GROUND FLOOR
WATER LINE RISER DIAGRAM
NTS
P 05
1
SCALE
FIRE HOSE CABINET DETAIL
1:50
P 05
2
SCALE
WATER LINE RISER DIAGRAM
NTS
P 05
3
SCALE
DRY STAND PIPE RISER DIAGRAM
NTS
P 05
4
REG No.: DATE:
PTR No.: PLACE:
DESIGNED BY: CHECKED BY:
DRAWN BY:DATE:
SHEET CONTENT:
REVISIONS: DATE:
STANDARD DESIGNED PREPARED BY:
HOUSING TECHNOLOGY DEVELOPMENT OFFICE
REVIEWED BY:SUBMITTED BY: RECOMMENDING APPROVAL:
MA. BENITA O. REGALA
APPROVED BY:
MARCELINO P. ESCALADA, JR.
SHEET NO.
LOCATION:
PROJECT TITLE:
Office of the President
Elliptical Road, Diliman, Quezon City
NATIONAL HOUSING AUTHORITY
GROUP MANAGER, HSSG GENERAL MANAGER
PROPOSED STANDARD 5-STOREY
LOW-RISE BUILDING & LAND DEVELOPMENT
MAURA D. AGGARAO
PROGRAM MANAGER
MARIA TERESA P. OBLIPIAS
REGIONAL MANAGER
ENGINEER:
JUANCHO M. CORPUZ
DISTRICT MANAGER
NORTH SECTORPROGRAM OFFICE, NORTH SECTORMANAVA DISTRICT OFFICE
AutoCAD SHX Text
WATER LINE RISER DIAGRAM FIRE CABINET DETAIL, WATER LINE RISER DIAGRAM, DRY STAND PIPE RISER DIAGRAM
0.20 0.20
0.80 2.60 0.80
4.20
0.20
0.20
0.80
2.60
0.80
4.20
D
1
W
1
W
1
PUMP HOUSE
+0.40
(PLAIN CEMENT
FLOOR FIN.)
0.60
0.60
0.60 0.60
3
P-6
4
P-6
3
P-6
0.20 0.20
0.80 2.60 0.80
4.20
0.10
0.10
2.40
0.20
0.20
3.00
100MM THK
R.C. ROOFING
WITH WATER
PROOFING
PLAIN CEMENT
WALL PAINTED
FINISH
D
1
+0.00m FINISH
GROUND LINE
+0.20m PERIMETER
WALK
+0.40m FIN.
FLOOR LINE
+2.80m CEILING
LINE
+3.00m APEX OF
R.C. ROOFING
0.20 0.20
0.80 2.60 0.80
4.20
0.1
00
.1
0
2.4
0
0.2
00
.2
0
3.0
0
W
1
D
1
PLAIN CEMENT
WALL PAINTED
FINISH
100MM THK
R.C. ROOFING
WITH WATER
PROOFING
200MM X 300MM
R.C. BEAM
(SEE DETAIL)
100MM THK SLAB
ON FILL
ELEV. ± 0.40M
0.2
00
.2
0
+0.00m FINISH
GROUND LINE
+0.20m PERIMETER
WALK
+0.40m FIN.
FLOOR LINE
+2.80m CEILING
LINE
+3.00m APEX OF
R.C. ROOFING
0.20 0.20
0.80 2.60 0.80
4.20
0.10
0.10
2.40
0.20
0.20
3.00
100MM THK
R.C. ROOFING
WITH WATER
PROOFING
PLAIN CEMENT
WALL PAINTED
FINISH
+0.00m FINISH
GROUND LINE
+0.20m PERIMETER
WALK
+0.40m FIN.
FLOOR LINE
+2.80m CEILING
LINE
+3.00m APEX OF
R.C. ROOFING
FFL
D
1
STEEL DOOR WITH NO.16 M S.
PLATE AND FABRICATED SLIDE
BOLT
LOCATION: FRONT MAIN DOOR
REQUIRED: 1 SET
0.90
1.60
1.60
0.50
0.55 0.50 0.55
W
1
AWNING TYPE WINDOW WITH
3/16 " THK. CLEAR GLASS
LOCATION: SIDE WALLS
REQUIRED: 2 SETS
FFL
SCALE
PUMP HOUSE DETAIL
P L A N
1:30
P 06
1
SCALE
PUMP HOUSE DETAIL
S E C T I O N
1:30
P 06
2
SCALE
SCHEDULE OF DOORS AND WINDOWS
1:20
P 06
1
SCALE
PUMP HOUSE DETAIL
FRONT ELEVATION
1:30
P 06
3
SCALE
PUMP HOUSE DETAIL
TYPICAL SIDE ELEVATION
1:30
P 06
4
REG No.: DATE:
PTR No.: PLACE:
DESIGNED BY: CHECKED BY:
DRAWN BY:DATE:
SHEET CONTENT:
REVISIONS: DATE:
STANDARD DESIGNED PREPARED BY:
HOUSING TECHNOLOGY DEVELOPMENT OFFICE
REVIEWED BY:SUBMITTED BY: RECOMMENDING APPROVAL:
MA. BENITA O. REGALA
APPROVED BY:
MARCELINO P. ESCALADA, JR.
SHEET NO.
LOCATION:
PROJECT TITLE:
Office of the President
Elliptical Road, Diliman, Quezon City
NATIONAL HOUSING AUTHORITY
GROUP MANAGER, HSSG GENERAL MANAGER
PROPOSED STANDARD 5-STOREY
LOW-RISE BUILDING & LAND DEVELOPMENT
MAURA D. AGGARAO
PROGRAM MANAGER
MARIA TERESA P. OBLIPIAS
REGIONAL MANAGER
ENGINEER:
JUANCHO M. CORPUZ
DISTRICT MANAGER
NORTH SECTORPROGRAM OFFICE, NORTH SECTORMANAVA DISTRICT OFFICE
AutoCAD SHX Text
PUMP HOUSE DETAIL
0.80 2.60 0.80
4.20
0.80
2.60
0.80
4.20
WF
CF CF
WF
CF CF
WF
WF
WF
WF
WF
100MM Ø TEMP.
BARS @ 0.40M
O.C. BOTHWAYS
SLAB 0.10M THK
ON FILL
ELEV. ±0.40M
0.20 0.20
0.80 2.60 0.80
4.20
0.20
0.20
0.80
2.60
0.80
4.20
0.60
0.60
0.60 0.60
RB
RB
RB
RB
0.10M THK
R.C. ROOF SLAB
WITH 10MM Ø
BARS @ 0.20M
O.C. BOTHWAYS
0.075 0.15 0.075
0.30
NATURAL GRADE LINE
0.1
50
.4
5
0.6
0
MIN
IM
UM
10MM Ø HOR.
BARS @ EVERY
3RD LAYER OF
CHB
10MM Ø VERT.
BARS @ 0.60M
O.C
12MM Ø CONT. BARS
WITH 10MM Ø TIES @
0.60M O.C.
0.10 0.20 0.10
0.40
0.10
0.20
0.10
0.40
3-16MM Ø BARS
BOTHWAYS
4-16MM Ø VERT.
BARS WITH 100MM Ø
TIES @ 0.15M O.C
0.15
0.80
VA
RIE
S
0.95 M
IN
IM
UM
NATURAL GRADE LINE
4-16MM Ø
VERT. BARS WITH
10MM Ø TIES @
0.15M O.C.
3-16MM Ø BARS
BOTHWAYS
0.10 0.20 0.10
0.40
SCHEDULE OF BEAM
BEAM DIMENSION & REBARS
SCALE
FOUNDATION PLAN
1:30
P 07
1
SCALE
ROOF FRAMING PLAN
1:30
P 07
2
SCALE
COLUMN FOOTING
P L A N
1:5
P 07
3
SCALE
COLUMN FOOTING
S E C T I O N
1:5
P 07
4
SCALE
WALL FOOTING
S E C T I O N
1:5
P 07
5
REG No.: DATE:
PTR No.: PLACE:
DESIGNED BY: CHECKED BY:
DRAWN BY:DATE:
SHEET CONTENT:
REVISIONS: DATE:
STANDARD DESIGNED PREPARED BY:
HOUSING TECHNOLOGY DEVELOPMENT OFFICE
REVIEWED BY:SUBMITTED BY: RECOMMENDING APPROVAL:
MA. BENITA O. REGALA
APPROVED BY:
MARCELINO P. ESCALADA, JR.
SHEET NO.
LOCATION:
PROJECT TITLE:
Office of the President
Elliptical Road, Diliman, Quezon City
NATIONAL HOUSING AUTHORITY
GROUP MANAGER, HSSG GENERAL MANAGER
PROPOSED STANDARD 5-STOREY
LOW-RISE BUILDING & LAND DEVELOPMENT
MAURA D. AGGARAO
PROGRAM MANAGER
MARIA TERESA P. OBLIPIAS
REGIONAL MANAGER
ENGINEER:
JUANCHO M. CORPUZ
DISTRICT MANAGER
NORTH SECTORPROGRAM OFFICE, NORTH SECTORMANAVA DISTRICT OFFICE
AutoCAD SHX Text
MID-SPAN
AutoCAD SHX Text
BOTTOM BARS
AutoCAD SHX Text
TOP BARS
AutoCAD SHX Text
BOTTOM BARS
AutoCAD SHX Text
TOP BARS
AutoCAD SHX Text
MID-SPAN
AutoCAD SHX Text
SUPPORT/END
AutoCAD SHX Text
8" x 12"
AutoCAD SHX Text
NOTE: PROVIDE NO.3 STIRRUPS SPACED 3 @ 0.15 METERS O.C.
AutoCAD SHX Text
PUMP HOUSE STRUCTURAL DETAIL
2.67 2.67 2.67
9.00
4.00
L / 4L / 4
L / 4 L / 4 L / 4
OUTLET
INLET
0.15
0.15
MH MH MH MH
CO CO COCO
CO
0.40
1.20
0.40
0.2
51
.8
0
0.1
5
0.3
5
0.15 0.600.60 0.60 0.60
MH MH MH MH
CO CO CO
COCO
DIGESTIVE CHAMBER DIGESTIVE CHAMBER DIGESTIVE CHAMBER
LEACHING
CHAMBER
12 mm Ø @ 150 mm OC
BENT UP 2 OUT OF 3 @
L/4 TOP & BOTT. BARS
10 mm Ø @
200 mm OC
BOT. BARS BW
12 mm Ø 200 mm OC
HOR. & VERT. BARS
200 mm thk. LAYER
GRAVEL FILL
200 mm RC WALL
100 mm thk. WELL
COMPACTED
GRAVEL BED
150 mm thk. CHB WITH
PLAIN CEMENT FINISH
BOTHSIDE
0.3
0
C-1 C-1 C-1
( BELOW ) ( BELOW ) ( BELOW )
F-1 F-1
1. LOADING :
ASSUMED H10 - 44 ASSHTO LOADING PASSING THRU ON THE TOP OF
SEPTIC TANK AS SURCHARGE ( USE 50 % OF H10 - 44 LOADING
2. FOR CONCRETE :
USE fc = 20.70 MPa @ 28 DAYS
3. FOR REINFORCING STEEL BARS INTERMEDIATE GRADE 40 DEFORMED BARS
USE : fy = 275 MPa
4. ALLOWABLE SOIL BEARING CAPACITY = 95.76 KPA
1. NO SEPTIC TANK SHALL BE INSTALLED WITHIN OR UNDER THE BUILDING
2. TANKS MUST BE BUILT WATER TIGHT OF REINFORCED CONCRETE
3. BOTH COMPARTMENTS ARE PROVIDED WITH MANHOLES AND TIGHT COVERS
FOR CLEANING AND NECESSARY REPAIRS.
4. INLETS AND OUTLETS ARE SUBMERGED AND ARRANGED IN SUCH A WAY THAT
NEITHER SLUDGE NOR SCUM BE UNDULY DISTURBED.
5. INLETS AND OUTLETS ARE ARRANGED SO AS TO DELIVER THE SEWER TO THE
MIDDLE THIRD OF THE TANK DEPTH .
6. THE VAULT IS VENTED THRU THE SANITARY TEES IN THE INLET AND OUTLETS
HAVING TOP ENDS OPEN SCREENED TO MAKE TANK MOSQUITO - PROOF
7. THE BOTTOM OF THE TANK SHOULD SLOPE ( 1 : 10 MINIMUM ) TOWARDS THE MANHOLE
IN THE CENTER TO FACILITATE CLEANING .
8. MINIMUM 500 mm OF AIR SPACE SHOULD BE LEFT BETWEEN THE TOP OF THE SEWAGE
AND THE UNDER PART OF THE TANK COVER .
DESIGN CRITERIA
NOTE ON SEPTIC TANK
0.1
5
0.4
0
1.2
0
0.1
5
0.4
0
1.2
0
0.40
1.20
1.20
f = 100mm thk. SLAB ON FILL
10mm Ø 250 QC BW
TEMPERATURE BARS
150mm thk. CHB WITH
PLAIN CEMENT FINISH
10 mm Ø VERT. AND
HOR. BARS @ 600 mm OC
1.20
0.25
2-10mm Ø
EXTRA TIES
4-12 mm Ø bot.
FOOTING BARS
BW
6-16 mm Ø vert.
BARS W/10mm Ø
TIES 1@ 50 , 4 @
100 , REST @ 200
mm OC
4 - 12 mm Ø VERT. BARS
@ CORNER ( TYP. )
f = 100mm thk. SLAB ON FILL
10mm Ø 250 QC BW
TEMPERATURE BARS
CF-1
CF-1
4-12 mm Ø bot.
FOOTING BARS
BW
WF-1
WF-1
WF
-1
0.10
0.10 0.10
0.50
0.10
0.14
3 - 10 mm Ø BARS
BOTHWAYS
0.125
0.15
16 mm Ø STEEL
HANDLE
SCALE
SEPTIC TANK
P L A N
1:25
P 08
1
SCALE
SEPTIC TANK
SECTION
1:25
P 08
2
SCALE
SEPTIC TANK
F-1 DETAIL
1:25
P 08
3
REG No.: DATE:
PTR No.: PLACE:
DESIGNED BY: CHECKED BY:
DRAWN BY:DATE:
SHEET CONTENT:
REVISIONS: DATE:
STANDARD DESIGNED PREPARED BY:
HOUSING TECHNOLOGY DEVELOPMENT OFFICE
REVIEWED BY:SUBMITTED BY: RECOMMENDING APPROVAL:
MA. BENITA O. REGALA
APPROVED BY:
MARCELINO P. ESCALADA, JR.
SHEET NO.
LOCATION:
PROJECT TITLE:
Office of the President
Elliptical Road, Diliman, Quezon City
NATIONAL HOUSING AUTHORITY
GROUP MANAGER, HSSG GENERAL MANAGER
PROPOSED STANDARD 5-STOREY
LOW-RISE BUILDING & LAND DEVELOPMENT
MAURA D. AGGARAO
PROGRAM MANAGER
MARIA TERESA P. OBLIPIAS
REGIONAL MANAGER
PHASE 2, BARANGAY PANGHULO, MALABON CITY
ENGINEER:
JUANCHO M. CORPUZ
DISTRICT MANAGER
NORTH SECTORPROGRAM OFFICE, NORTH SECTORMANAVA DISTRICT OFFICE
AutoCAD SHX Text
ISOMETRIC
AutoCAD SHX Text
MANHOLE COVER
AutoCAD SHX Text
FOUNDATION PLAN
