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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 MANGER GENERAL MANAGER
PROPOSED STANDARD 5-STOREY
LOW-RISE BUILDING & LAND DEVELOPMENT
MAURA D. AGGARAO
PROGRAM MANAGER
MARIA TERESA P. OBLIPIAS
ARCHITECT:
JUANCHO M. CORPUZ
PROGRAM OFFICE, NORTH SECTOR
REGIONAL MANAGER
NORTH SECTOR
DISTRICT MANAGER
MANAVA DISTRICT OFFICE HSSG
JOSHUA S. DELOS REYES
32136
10320138
07/30/20
CALOOCAN CITY
SE
RV
IC
E E
NT
RA
NC
E
BR
EA
KE
R E
NC
LO
SU
RE
BEDROOM
W
1
W
1
W
2
W
2
W
2
W
4
D
2
W
4
D
2
W
4
D
2
DINING
AREA
LIVING
AREA
BEDROOM
BEDROOM
BEDROOM
BEDROOM DINING
AREA
LIVING
AREA
DINING
AREA
LIVING
AREA
BEDROOM
W
1
W
1
W
2
W
4
D
2
BEDROOM
BEDROOM DINING
AREA
LIVING
AREA
W
1
W
2
D
2
BEDROOM
BEDROOM DINING
AREA
LIVING
AREA
W
2
W
4
D
2
DINING
AREA
LIVING
AREA
BEDROOM
BEDROOM
W
1
W
4
D
1
W
4
W
3
BEDROOM
BEDROOM
LIVING
AREA
DINING
AREA
KITCHEN
T & B
D
2
D
2
W
4
W
2
W
1
BEDROOM
BEDROOM
LIVING
AREA
DINING
AREA
W
3
D
1
W
4
D
2
W
4
D
2
KITCHEN
T & B
W
1
W
2
D
1
W
4
W
3
BEDROOM
BEDROOM
LIVING
AREA
DINING
AREA
KITCHEN
T & B
D
2
D
2
W
4
W
2
W
1
BEDROOM
BEDROOM
LIVING
AREA
DINING
AREA
W
3
D
1
W
4
D
2
W
4
D
2
KITCHEN
T & B
W
1
W
2
D
W
4
W
3
BEDROOM
BEDROOM
LIVING
AREA
DINING
AREA
KITCHEN
T & B
D
2
D
2
W
4
W
2
W
1
W
3
D
1
W
4
BEDROOM
LIVING
AREA
DINING
AREA
KITCHEN
W
2
W
5
D
2
D
3
D
2
D
2
D
2
D
1
W
3
W
4
W
3
D
1
W
4
D
1
W
3
W
4
KITCHEN
T & B
T & B
KITCHEN
D
2
W
3
D
1
W
4
T & B
KITCHEN
D
2
W
3
D
1
W
4
T & B
KITCHEN
D
2
D
1
W
3
W
4
T & B T & B
T & B
KITCHENKITCHEN
4.00 4.00 4.00 4.00 4.00 4.00 3.00
28.00
1.00
13.80
1.00 3.00
UP
4.00
HALLWAY
FF-1
+0.40
1.0
00.0
03.50
3.3
0
0.1
00.10
1.70
RAMP UP
6.0
0
1.70
4.3
0
UP
UP
A
B
C
D
E
F
B'
D'
1 2 3 4 5 6 7 8 9 10
SERVICE AREA
SERVICE
AREA
SERVICE
AREA
SERVICE
AREA
SERVICE
AREA
SERVICE
AREA
SERVICE
AREA
SERVICE
AREA
SERVICE
AREA
SERVICE
AREA
SERVICE
AREA
SERVICE
AREA
1.00
3.5
01.50
1.8
01
.5
03.50
1.0
0
0.7
0
2.80
0.70
2.8
0
2
A-9
1
A-9
SE
RV
IC
E E
NT
RA
NC
E
BR
EA
KE
R E
NC
LO
SU
RE
BEDROOM
W
1
W
1
W
2
W
2
W
2
W
4
D
2
W
4
D
2
W
4
D
2
DINING
AREA
LIVING
AREA
BEDROOM
BEDROOM
BEDROOM
BEDROOM DINING
AREA
LIVING
AREA
DINING
AREA
LIVING
AREA
BEDROOM
W
1
W
1
W
2
W
4
D
2
BEDROOM
BEDROOM DINING
AREA
LIVING
AREA
W
1
W
2
D
2
BEDROOM
BEDROOM DINING
AREA
LIVING
AREA
W
2
W
4
D
2
DINING
AREA
LIVING
AREA
BEDROOM
BEDROOM
W
1
W
4
D
1
W
4
W
3
BEDROOM
BEDROOM
LIVING
AREA
DINING
AREA
KITCHEN
T & B
D
2
D
2
W
4
W
2
W
1
BEDROOM
BEDROOM
LIVING
AREA
DINING
AREA
W
3
D
1
W
4
D
2
W
4
D
2
KITCHEN
T & B
W
1
W
2
D
1
W
4
W
3
BEDROOM
BEDROOM
LIVING
AREA
DINING
AREA
KITCHEN
T & B
D
2
D
2
W
4
W
2
W
1
BEDROOM
BEDROOM
LIVING
AREA
DINING
AREA
W
3
D
1
W
4
D
2
W
4
D
2
KITCHEN
T & B
W
1
W
2
D
W
4
W
3
BEDROOM
BEDROOM
LIVING
AREA
DINING
AREA
KITCHEN
T & B
D
2
D
2
W
4
W
2
W
1
W
3
D
1
W
4
BEDROOM
LIVING
AREA
DINING
AREA
KITCHEN
W
2
W
5
D
2
D
3
D
2
D
2
D
2
D
1
W
3
W
4
W
3
D
1
W
4
D
1
W
3
W
4
KITCHEN
T & B
T & B
KITCHEN
D
2
W
3
D
1
W
4
T & B
KITCHEN
D
2
W
3
D
1
W
4
T & B
KITCHEN
D
2
D
1
W
3
W
4
T & B T & B
T & B
KITCHENKITCHEN
4.00 4.00 4.00 4.00 4.00 4.00 3.00
28.00
1.00
13
.8
0
1.00 3.00
UP
4.00
HALLWAY
FF-1
+0.40
1.0
00
.0
03
.5
03
.3
0
0.1
00
.1
0
1.70
RAMP UP
6.0
0
1.7
04
.3
0
UP
UP
A
B
C
D
E
F
B'
D'
1 2 3 4 5 6 7 8 9 10
SERVICE AREA
SERVICE
AREA
SERVICE
AREA
SERVICE
AREA
SERVICE
AREA
SERVICE
AREA
SERVICE
AREA
SERVICE
AREA
SERVICE
AREA
SERVICE
AREA
SERVICE
AREA
SERVICE
AREA
A-12
7
A-3
3
1.0
03
.5
01
.5
01
.8
01
.5
03
.5
01
.0
0
0.7
0
2.8
0
0.7
0
2.8
0
2
A-9
1
A-9
LEGEND
FLOOR FINISHES
FF-1
CONCRETE TOPPING, SMOOTH FINISH
FF-2
300 MM X 300 MM VITRIFIED
UNGLAZED CERAMIC TILES
SCHEDULE OF WALL FINISHES
EXTERIOR:
PLAIN CEMENT PLASTERED, PAINTED FINISH
INTERIORS EXCEPT AT T&B:
PLAIN CEMENT PLASTERED FINISH
T&B:
5 LAYERS OF 300 MM X 300 MM GLAZED CERAMIC
TILES FROM BOTTOM OF WALL, AND PLAIN
CEMENT PLASTERED FINISH FOR REST OF WALL
W
3
D
1
W
4
BEDROOM
LIVING
AREA
DINING
AREA
KITCHEN
W
2
W
5
D
6
D
5
4.00
1.75 1.00 1.25
1.30
1.70
3.00
2.10
3.90
6.00
2.00 2.00
4.00
T & B
FF-2
FF-1
FF-1
LAUNDRY AREA
+0.425
+0.40
+0.40
0.25 0.3250.60 0.120
0.45 0.125
0.60
1.30
4 3
C
B'
B
A
1. SEPARATE APPROVALS FOR PERMITS MAY BE
REQUIRED FOR BUILDING AND SITE IMPROVEMENT
SYSTEMS
INCLUDING, BUT NOT LIMITED TO, FIRE PROTECTION
SYSTEM. PREPARATION OF DOCUMENTS FOR OBTAINING
THE PERMIT(S) SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR.
2. ALL FLOOR ELEVATIONS SHOWN REFERENCED AS
FINISHED FLOOR ELEVATIONS REFER TO TOP OF
CONCRETE
SLAB UNLESS OTHERWISE NOTED.
3. DETAILS ARE INTENDED TO SHOW METHOD AND
MANNER OF ACCOMPLISHING WORK MINOR MODIFICATIONS
MAY BE REQUIRED TO SUIT JOB CONDITIONS AND
SHALL BE INCLUDED AS PART OF CONTRACTOR'S WORK.
4. REFER TO CIVIL, LANDSCAPE, STRUCTURAL,
MECHANICAL, PLUMBING, ELECTRICAL, FIRE PROTECTION
AND
OTHER DISCIPLINE DRAWINGS FOR ADDITIONAL
GENERAL NOTES.
5. ALL INTERIOR PARTITIONS, FURNITURES LAYOUT, AND
LANDSCAPE ELEMENTS ARE INDICATIVE ONLY AND MAY
CHANGE. CONCRACTOR SHALL VERIFY THE
DISCIPLINE DRAWINGS.
6. ALL DISTANCES, DATA, AND EXISTING STRUCTURES
AND UTILITIES ABOVE OR BELOW THE GROUND, WITHIN
THE LIMITS OF THIS PROJECT SHALL BE CHECKED BY
THE CONTRACTOR. IN CASE OF CONFILICT, THE ARCHITECT
SHALL BE NOTIFIED IMMEDIATELY IN ORDER THAT A
CLARIFICATION MAY BE MADE.
7. CONTRACTOR SHALL VERIFY CONDITIONS AT THE SITE
AND REPORT ANY DISCREPANCIES TO THE ARCHITECT
BEFORE PROCEEDING THE WORK.
8. SITE SURVEY DRAWINGS ARE FOR INFORMATION
ONLY. CONTRACTOR SHALL VERIFY AND PROVIDE ALL SITE
SURVEY REQUIRED FOR THE WORK OF THIS PROJECT.
9. LOT AND BUILDING BOUNDERIES SHALL BE
SUPPORTED BY RETAINING WALLS AND FENCES.
CONTRACTOR
SHALL VERIFY EXISTING HEIGHTS, ELEVATIONS, AND
OTHER CONDITIONS.
10. CONTRACTOR SHALL VERIFY ALL DOOR SIZES,
SWINGS, LOCATIONS AND DETAILS WITH JOB CONDITIONS
PRIOR TO FABRICATION AND INSTALLATION.
11. FINISHES INDICATED IN WALL AND BSE, COLUMNS
SHALL APPLY TO ALL WALLS AND COLUMNS WITHIN THE
AREA, UNLESS OTHERWISE NOTED.
12. ALL WORKS HEREIN SHALL BE DONE UNDER THE
STRICT SUPERVISION OF DULY LICENCED AND
EXPERIENCED
ARCHITECT/ENGINEER.
13. THE GENERAL CONTRACTOR, SUB-CONTRACTORS
INCLUDING SPECIALTY CONTRACTORS SHALL SUBMIT
PROPER
SHOP DRAWINGS INCLUDING MATERIALS SAMPLE
PRIOR TO INSTALLATIONS FOR ARCHITECT'S APPROVAL.
GENERAL NOTES:
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 MANGER GENERAL MANAGER
PROPOSED STANDARD 5-STOREY
LOW-RISE BUILDING & LAND DEVELOPMENT
MAURA D. AGGARAO
PROGRAM MANAGER
MARIA TERESA P. OBLIPIAS
ARCHITECT:
JUANCHO M. CORPUZ
PROGRAM OFFICE, NORTH SECTOR
REGIONAL MANAGER
NORTH SECTOR
DISTRICT MANAGER
MANAVA DISTRICT OFFICE HSSG
LEGEND
FLOOR FINISHES
FF-1
CONCRETE TOPPING, SMOOTH FINISH
FF-2
300 MM X 300 MM VITRIFIED
UNGLAZED CERAMIC TILES
SCHEDULE OF WALL FINISHES
EXTERIOR:
PLAIN CEMENT PLASTERED, PAINTED FINISH
INTERIORS EXCEPT AT T&B:
PLAIN CEMENT PLASTERED FINISH
T&B:
5 LAYERS OF 300 MM X 300 MM GLAZED CERAMIC
TILES FROM BOTTOM OF WALL, AND PLAIN
CEMENT PLASTERED FINISH FOR REST OF WALL
2
W
BEDROOM
W
1
W
1
W
2
W
2
W
2
W
4
D
3
W
4
D
3
W
4
D
3
DINING
AREA
LIVING
AREA
BEDROOM
BEDROOM
BEDROOM
BEDROOM DINING
AREA
LIVING
AREA
DINING
AREA
LIVING
AREA
BEDROOM
W
1
W
1
W
2
W
4
D
3
BEDROOM
BEDROOM DINING
AREA
LIVING
AREA
W
1
W
2
D
3
BEDROOM
BEDROOM DINING
AREA
LIVING
AREA
W
2
W
4
D
3
DINING
AREA
LIVING
AREA
BEDROOM
BEDROOM
W
1
W
4
D
1
W
4
W
3
BEDROOM
BEDROOM
LIVING
AREA
DINING
AREA
KITCHEN
T & B
D
3
D
2
W
4
W
2
W
1
BEDROOM
BEDROOM
LIVING
AREA
DINING
AREA
W
3
D
1
W
4
D
3
W
4
D
2
KITCHEN
T & B
W
1
W
2
D
1
W
4
W
3
BEDROOM
BEDROOM
LIVING
AREA
DINING
AREA
KITCHEN
T & B
D
3
D
2
W
4
W
2
W
1
BEDROOM
BEDROOM
LIVING
AREA
DINING
AREA
W
3
D
1
W
4
D
3
W
4
D
2
KITCHEN
T & B
W
1
W
2
D
W
4
W
3
BEDROOM
BEDROOM
LIVING
AREA
DINING
AREA
KITCHEN
T & B
D
3
D
W
4
2
W
1
D
2
D
2
D
2
D
1
W
3
W
4
W
3
D
1
W
4
D
1
W
3
W
4
KITCHEN
T & B
T & B
KITCHEN
D
2
W
3
D
1
W
4
T & B
KITCHEN
D
2
W
3
D
1
W
4
T & B
KITCHEN
D
2
D
1
W
3
W
4
T & B T & B
KITCHENKITCHEN
4.00 4.00 4.00 4.00 4.00 4.00
1.00 3.00 4.00
1.00
BEDROOM
BEDROOM
LIVING
AREA
DINING
AREA
W
3
D
1
W
4
D
3
W
4
D
2
KITCHEN
T & B
W
1
W
2
HALLWAY
FF-1
+3.10 (2ND FLOOR)
+8.50 (4TH FLOOR)
1
3.00
28.00
1.00
0.70
2.80
1.80
6.00
1.70
4.30
1.50
UPDN
DNUP
1 2 3 4 5 6 7 8 9 10
SERVICE
AREA
SERVICE
AREA
SERVICE
AREA
SERVICE
AREA
SERVICE
AREA
SERVICE
AREA
SERVICE
AREA
SERVICE
AREA
SERVICE
AREA
SERVICE
AREA
SERVICE
AREA
SERVICE
AREA
A-16
5
F.F.L.
13.80
0.10
0.10
A
B
C
D
E
F
B'
D'
1.00
3.50
1.50
1.80
1.50
3.50
1.00
0.70
2.80
2.80
2
A-9
1
A-9
2
W
BEDROOM
W
1
W
1
W
2
W
2
W
2
W
4
D
3
W
4
D
3
W
4
D
3
DINING
AREA
LIVING
AREA
BEDROOM
BEDROOM
BEDROOM
BEDROOM DINING
AREA
LIVING
AREA
DINING
AREA
LIVING
AREA
BEDROOM
W
1
W
1
W
2
W
4
D
3
BEDROOM
BEDROOM DINING
AREA
LIVING
AREA
W
1
W
2
D
3
BEDROOM
BEDROOM DINING
AREA
LIVING
AREA
W
2
W
4
D
3
DINING
AREA
LIVING
AREA
BEDROOM
BEDROOM
W
1
W
4
D
1
W
4
W
3
BEDROOM
BEDROOM
LIVING
AREA
DINING
AREA
KITCHEN
T & B
D
3
D
2
W
4
W
2
W
1
BEDROOM
BEDROOM
LIVING
AREA
DINING
AREA
W
3
D
1
W
4
D
3
W
4
D
2
KITCHEN
T & B
W
1
W
2
D
1
W
4
W
3
BEDROOM
BEDROOM
LIVING
AREA
DINING
AREA
KITCHEN
T & B
D
3
D
2
W
4
W
2
W
1
BEDROOM
BEDROOM
LIVING
AREA
DINING
AREA
W
3
D
1
W
4
D
3
W
4
D
2
KITCHEN
T & B
W
1
W
2
D
W
4
W
3
BEDROOM
BEDROOM
LIVING
AREA
DINING
AREA
KITCHEN
T & B
D
3
D
W
4
2
W
1
D
2
D
2
D
2
D
1
W
3
W
4
W
3
D
1
W
4
D
1
W
3
W
4
KITCHEN
T & B
T & B
KITCHEN
D
2
W
3
D
1
W
4
T & B
KITCHEN
D
2
W
3
D
1
W
4
T & B
KITCHEN
D
2
D
1
W
3
W
4
T & B T & B
KITCHENKITCHEN
4.00 4.00 4.00 4.00 4.00 4.00
1.00 3.00 4.00
1.00
BEDROOM
BEDROOM
LIVING
AREA
DINING
AREA
W
3
D
1
W
4
D
3
W
4
D
2
KITCHEN
T & B
W
1
W
2
1
3.00
28.00
1.0
00
.7
02
.8
01
.8
06
.0
0
1.7
04
.3
0
1.5
0
HALLWAY
FF-1
+5.80
0.3
0
0.3
0
UPDN
DNUP
1 2 3 4 5 6 7 8 9 10LEDGE
(SEE DETAIL)
LEDGE
(SEE DETAIL)
SERVICE
AREA
SERVICE
AREA
SERVICE
AREA
SERVICE
AREA
SERVICE
AREA SERVICE
AREA
SERVICE
AREA
SERVICE
AREA
SERVICE
AREA
SERVICE
AREA
SERVICE
AREA
SERVICE
AREA
A-4
3
13
.8
00
.1
00
.1
0
A
B
C
D
E
F
B'
D'
1.0
03
.5
01
.5
01
.8
01
.5
03
.5
01
.0
0
0.7
0
2.8
02
.8
0
2
A-9
1
A-9
W
1
W
4
D
3
DINING
AREA
LIVING
AREA
BEDROOM
BEDROOM
D
2
D
1
W
3
W
4
KITCHEN
T & B
1.20 1.60 1.20
4.00
1.70
4.30
6.00
1.70
2.30
2.00
2.00 2.00
4.00
W
2
FF-1
FF-2
-0
.0
25
-0.025
+0.425 (GROUND FLOOR)
+3.10 (2ND FLOOR)
+5.80 (3RD FLOOR)
+8.50 (4TH FLOOR)
+11.20 (5TH FLOOR)
0.80 0.800.30
C
L
C
L
0.175 0.60 0.125
0.60 0.60
0.25
SERVICE
AREA
0.90
0.60
F.F.L.
A
7
0.1
00
.2
0
0.3
0
C
L
CONCRETE LEDGE
(SEE DETAIL)
DOWNSPOUT TO
PENETRATE
CONCRETE LEDGE
100 MM Ø PVC DOWNSPOUT
SECURED WITH PIPE BRACKETS
@ EVERY 1.50 M OF PIPE RUN
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 MANGER GENERAL MANAGER
PROPOSED STANDARD 5-STOREY
LOW-RISE BUILDING & LAND DEVELOPMENT
MAURA D. AGGARAO
PROGRAM MANAGER
MARIA TERESA P. OBLIPIAS
ARCHITECT:
JUANCHO M. CORPUZ
PROGRAM OFFICE, NORTH SECTOR
REGIONAL MANAGER
NORTH SECTOR
DISTRICT MANAGER
MANAVA DISTRICT OFFICE HSSG
LEGEND
FLOOR FINISHES
FF-1
CONCRETE TOPPING, SMOOTH FINISH
FF-2
300 MM X 300 MM VITRIFIED
UNGLAZED CERAMIC TILES
SCHEDULE OF WALL FINISHES
EXTERIOR:
PLAIN CEMENT PLASTERED, PAINTED FINISH
INTERIORS EXCEPT AT T&B:
PLAIN CEMENT PLASTERED FINISH
T&B:
5 LAYERS OF 300 MM X 300 MM GLAZED CERAMIC
TILES FROM BOTTOM OF WALL, AND PLAIN
CEMENT PLASTERED FINISH FOR REST OF WALL
BEDROOM
BEDROOM
W
1
W
1
W
2
W
2
W
2
W
4
D
3
W
4
D
3
W
4
D
3
DINING
AREA
LIVING
AREA
BEDROOM
BEDROOM
BEDROOM
BEDROOM DINING
AREA
LIVING
AREA
DINING
AREA
LIVING
AREA
BEDROOM
W
1
W
1
W
2
W
4
D
3
BEDROOM
1
DINING
AREA
LIVING
AREA
W
2
W
D
3
BEDROOM
BEDROOM DINING
AREA
LIVING
AREA
2
W
D
W
4
3
DINING
AREA
LIVING
AREA
BEDROOM
BEDROOM
W
1
W
4
D
1
W
4
W
3
BEDROOM
BEDROOM
LIVING
AREA
DINING
AREA
KITCHEN
T & B
3
D
2
D
W
2
4
W
1
W
BEDROOM
LIVING
AREA
BEDROOM
DINING
AREA
3
W
4.00
D
1
W
4
D
3
W
4
D
2
KITCHEN
T & B
W
1
W
2
D
1
W
4
W
3
BEDROOM
BEDROOM
LIVING
AREA
DINING
AREA
KITCHEN
T & B
D
3
D
2
W
4
W
2
W
1
BEDROOM
BEDROOM
LIVING
AREA
DINING
AREA
W
3
D
1
W
4
D
3
W
4
D
2
KITCHEN
T & B
W
1
W
2
D
W
4
W
3
BEDROOM
BEDROOM
LIVING
AREA
DINING
AREA
KITCHEN
T & B
D
3
D
2
W
4
W
2
W
1
D
2
D
2
D
2
D
1
W
3
W
4
W
3
D
1
W
4
D
1
W
3
W
4
KITCHEN
T&B T & B
KITCHEN
D
2
W
3
D
1
W
4
T & B
KITCHEN
D
2
W
3
D
1
W
4
T & B
KITCHEN
D
2
D
1
W
3
W
4
T & B T & B
KITCHENKITCHEN
4.00 4.004.00 4.00 4.00
1.00 4.003.00
1.00
BEDROOM
BEDROOM
LIVING
AREA
DINING
AREA
W
3
D
1
W
4
D
3
W
4
D
2
KITCHEN
T & B
W
1
W
2
HALLWAY
FF-1
+11.20
1
3.00
28.00
1.00
0.70
2.80
6.00
1.70
4.30
1.80
1.50
DN
DN
1 2 3 4 5 6 7 8 9 10
ROOF-ACCESS
LADDER (SEE
DETAIL)
ROOF-ACCESS
LADDER (SEE
DETAIL)
SERVICE
AREA
SERVICE
AREA
SERVICE
AREA
SERVICE
AREA
SERVICE
AREA SERVICE
AREA
SERVICE
AREA
SERVICE
AREA
SERVICE
AREA
SERVICE
AREA
SERVICE
AREA
SERVICE
AREA
13.80
0.10
0.10
A
B
C
D
E
F
B'
D'
1.00
3.50
1.50
1.80
1.50
3.50
1.00
0.70
2.80
2.80
0.70
2
A-9
1
A-9
RD
0.50 MM THK. PRE-PAINTED G.I.
SHEET FLASHING
0.50 MM THK. PRE-PAINTED RIB
TYPE LONG SPAN G.I. SHEET
ROOFING
RDRDRD
RDRDRDRD
24.00 3.00
24.00
REINFORCED CONCRETE GUTTER
(SEE DETAIL)
REINFORCED CONCRETE
ROOF DECK (SEE DETAIL)
1.0
0
0.7
02
.8
0
3.3
06
.0
0
1.7
04
.3
0
1.00
3.5
0
1.5
01
.8
0
3.001.00
2%
S
LO
PE
SLOPE DN
SLOPE DN
0.50 MM THK. PRE-PAINTED G.I.
SHEET RIDGE CAP
REINFORCED CONCRETE GUTTER
(SEE DETAIL)
ACCESS LADDER ROOF HATCH
1500 GALLON ELEVATED WATER TANK
REINFORCED CONCRETE
ROOF DECK (SEE DETAIL)
ACCESS LADDER ROOF HATCH
1500 GALLON ELEVATED
WATER TANK
RD
RD
2% SLOPE
2%
S
LO
PE
2%
S
LO
PE
2% SLOPE
2%
S
LO
PE
1 2 3 4 5 6 7 8 9 10
13
.8
00
.1
00
.1
0
A
B
C
D
E
F
B'
D'
1.0
03
.5
01
.5
01
.8
01
.5
03
.5
01
.0
0
2.8
0
0.7
0
2
A-9
1
A-9
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 MANGER GENERAL MANAGER
PROPOSED STANDARD 5-STOREY
LOW-RISE BUILDING & LAND DEVELOPMENT
MAURA D. AGGARAO
PROGRAM MANAGER
MARIA TERESA P. OBLIPIAS
ARCHITECT:
JUANCHO M. CORPUZ
PROGRAM OFFICE, NORTH SECTOR
REGIONAL MANAGER
NORTH SECTOR
DISTRICT MANAGER
MANAVA DISTRICT OFFICE HSSG
LEGEND
CEILING FINISHES
CF-1
PLAIN CEMENT PLASTERED SLAB
SOFFIT
CF-2
12 MM THK. ORDINARY PLYWOOD ON
50 MM x 50 MM SOLID K/D WOOD
CEILING JOISTS @ 600 MM O.C.,
PAINTED FINISH, LAYOUT PANELS AS
SHOWN, CEILING HEIGHT = AT 2.65 M
ABOVE 5TH FLOOR FFL
CF-3
12 MM THK. MARINE PLYWOOD ON 50
MM x 50 MM SOLID K/D WOOD CEILING
JOISTS @ 600 MM O.C., PAINTED
FINISH, LAYOUT PANELS AS SHOWN,
CEILING HEIGHT = AT 2.65 M ABOVE
5TH FLOOR FFL
EXIT
CEILING FIXTURES
SURFACE-MOUNTED DOWNLIGHT
SURFACE-MOUNTED TROFFER
EXIT LIGHT
EMERGENCY LIGHT
4.00 4.00 4.00 4.00 4.00 4.00 3.00
28.00
1.00
1.00 3.00 4.00
HALLWAY
1.0
00
.7
02
.8
03
.3
06
.0
0
1.7
04
.3
0
CF-1
CF-1CF-1
CF-1
CF-1 CF-1CF-1
CF-1
CF-1
CF-1CF-1
CF-1
CF-1 CF-1
CF-1
CF-1CF-1
CF-1
CF-1 CF-1
CF-1
CF-1 CF-1
CF-1
CF-1CF-1
CF-1
CF-1 CF-1
CF-1
CF-1CF-1
CF-1
CF-1 CF-1
CF-1
CF-1
CF-1
CF-1
CF-1 CF-1
CF-1 CF-1 CF-1
CF-1
EX
IT
EX
IT
1 2 3 4 5 6 7 8 9 10
13
.8
00
.1
00
.1
0
A
B
C
D
E
F
B'
D'
1.0
03
.5
01
.5
01
.8
01
.5
03
.5
01
.0
0
0.7
0
2.8
02
.8
0
0.7
0
4.00 4.00 4.00 4.00 4.00 4.00 3.00
28.00
1.00
1.00 3.00 4.00
HALLWAY
1.0
00
.7
02
.8
03
.3
06
.0
0
1.7
04
.3
0
CF-3CF-3
CF-2
CF-2 CF-2 CF-2 CF-2CF-1
CF-1
CF-2 CF-2 CF-2 CF-2 CF-2
CF-1
CF-1
CF-1
CF-1
CF-2
EX
IT
EX
IT
CF-3 CF-3 CF-3 CF-3 CF-3 CF-3 CF-3 CF-3CF-3
CF-3
CF-2 CF-2 CF-2 CF-2 CF-2 CF-2
CF-3CF-3CF-3CF-3CF-3CF-3
CF-3CF-3CF-3CF-3CF-3CF-3
13
.8
00
.1
00
.1
0
A
B
C
D
E
F
B'
D'
1.0
03
.5
01
.5
01
.8
01
.5
03
.5
01
.0
0
0.7
0
2.8
02
.8
0
0.7
0
1 2 3 4 5 6 7 8 9 10
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 MANGER GENERAL MANAGER
PROPOSED STANDARD 5-STOREY
LOW-RISE BUILDING & LAND DEVELOPMENT
MAURA D. AGGARAO
PROGRAM MANAGER
MARIA TERESA P. OBLIPIAS
ARCHITECT:
JUANCHO M. CORPUZ
PROGRAM OFFICE, NORTH SECTOR
REGIONAL MANAGER
NORTH SECTOR
DISTRICT MANAGER
MANAVA DISTRICT OFFICE HSSG
0.4
02
.7
02
.7
02
.7
02
.7
02
.4
0
16
.3
0
W
2
W
1
W
2
W
1
W
2
W
1
W
2
W
1
W
2
2.7
0
W
2
W
1
W
2
W
1
W
2
W
1
W
2
W
1
W
2
W
1
W
2
W
1
W
2
W
1
W
2
W
1
W
2
W
1
W
2
W
2
W
1
W
2
W
1
W
2
W
1
W
2
W
1
W
2
W
1
W
2
W
1
W
2
W
1
W
2
W
1
W
2
W
1
W
2
W
2
W
1
W
2
W
1
W
2
W
1
W
2
W
1
W
2
W
1
W
1
W
1
150 MM THK. CHB EXTERIOR WALLS,
PLAIN CEMENT PLASTERED, PAINTED
FINISH (TYPICAL)
REINFORCED CONCRETE COLUMN,
PLAIN CEMENT PLASTERED, PAINTED
FINISH (TYPICAL)
REINFORCED CONCRETE LEDGE
(SEE DETAIL)
REINFORCED CONCRETE
GUTTER (SEE DETAIL)
0.50 MM THK. PRE-PAINTED RIB
TYPE LONG SPAN G.I. SHEET
ROOFING
0.50 MM THK. PRE-PAINTED G.I.
SHEET FLASHING
0.50 MM THK. PRE-PAINTED G.I.
SHEET RIDGE CAP
100 MM THK CHB PARTIAL HEIGHT
WALL AT STAIR LANDING, PLAIN
CEMENT PLASTERED WITH GROOVES,
PAINTED FINISH (TYPICAL, SEE
DETAIL)
+0.00m FINISH
GROUND LINE
+0.40m GROUND FLR
FIN. FLOOR LINE
+3.10m 2ND FLR
FIN. FLOOR LINE
+5.80m 3RD FLR
FIN. FLOOR LINE
+8.50m 4TH FLR
FIN. FLOOR LINE
+11.20m 5TH FLR
FIN. FLOOR LINE
+13.90m TOP OF
BEAM
+16.30m TOP OF
ROOF RIDGE 1 2 3 4 5 6 7 8 9 10
A-16
5
A-16
3
0.40
2.70
2.70
2.70
2.70
2.70
2.40
16.30
REINFORCED CONCRETE
GUTTER (SEE DETAIL)
12 MM X 50 MM GROOVE
LINE (TYPICAL)
150 MM THK. CHB
PARAPET WALL, PLAIN
CEMENT PLASTERED,
PAINTED FINISH
12 MM X 50 MM GROOVE
LINE (TYPICAL)
0.50 MM THK.
PRE-PAINTED G.I. SHEET
FLASHING
REINFORCED CONCRETE BEAM,
PLAIN CEMENT PLASTERED,
PAINTED FINISH (TYPICAL)
150 MM THK. CHB EXTERIOR
WALL, PLAIN CEMENT
PLASTERED, PAINTED FINISH
(TYPICAL)
150 MM THK. CHB EXTERIOR
WALL, PLAIN CEMENT
PLASTERED WITH GROOVES,
PAINTED FINISH (SEE DETAIL)
REINFORCED CONCRETE
LEDGE
(SEE DETAIL)
CONCRETE PLANT BOX
(TYPICAL, SEE DETAIL)
STEEL RAILING (TYPICAL,
SEE DETAIL)
A-17
1
A-16
7
FEDCBA B' D'
+0.00m FINISH
GROUND LINE
+0.40m GROUND FLR
FIN. FLOOR LINE
+3.10m 2ND FLR
FIN. FLOOR LINE
+5.80m 3RD FLR
FIN. FLOOR LINE
+8.50m 4TH FLR
FIN. FLOOR LINE
+11.20m 5TH FLR
FIN. FLOOR LINE
+13.90m TOP OF
BEAM
+16.30m TOP OF
ROOF RIDGE
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 MANGER GENERAL MANAGER
PROPOSED STANDARD 5-STOREY
LOW-RISE BUILDING & LAND DEVELOPMENT
MAURA D. AGGARAO
PROGRAM MANAGER
MARIA TERESA P. OBLIPIAS
ARCHITECT:
JUANCHO M. CORPUZ
PROGRAM OFFICE, NORTH SECTOR
REGIONAL MANAGER
NORTH SECTOR
DISTRICT MANAGER
MANAVA DISTRICT OFFICE HSSG
0.4
02
.7
02
.7
02
.7
02
.7
02
.4
0
16
.3
0
W
2
W
1
W
2
W
1
W
2
W
1
W
2
W
1
W
2
2.7
0
W
2
W
1
W
2
W
1
W
2
W
1
W
2
W
1
W
2
W
1
W
2
W
1
W
2
W
1
W
2
W
1
W
2
W
1
W
2
W
2
W
1
W
2
W
1
W
2
W
1
W
2
W
1
W
2
W
1
W
2
W
1
W
2
W
1
W
2
W
1
W
2
W
1
W
2
W
2
W
1
W
2
W
1
W
2
W
1
W
2
W
1
W
2
W
1
W
1
W
1
150 MM THK. CHB EXTERIOR
WALLS, PLAIN CEMENT
PLASTERED, PAINTED FINISH
(TYPICAL)
REINFORCED CONCRETE
COLUMN, PLAIN CEMENT
PLASTERED, PAINTED FINISH
(TYPICAL)
REINFORCED
CONCRETE LEDGE
(SEE DETAIL)
REINFORCED CONCRETE
GUTTER (SEE DETAIL)
0.50 MM THK. PRE-PAINTED
RIB TYPE LONG SPAN G.I.
SHEET ROOFING
0.50 MM THK.
PRE-PAINTED G.I. SHEET
FLASHING
0.50 MM THK.
PRE-PAINTED G.I. SHEET
RIDGE CAP
100 MM THK CHB PARTIAL
HEIGHT WALL AT STAIR
LANDING, PLAIN CEMENT
PLASTERED WITH GROOVES,
PAINTED FINISH (TYPICAL,
SEE DETAIL)
W
1
+0.00m FINISH
GROUND LINE
+0.40m GROUND FLR
FIN. FLOOR LINE
+3.10m 2ND FLR
FIN. FLOOR LINE
+5.80m 3RD FLR
FIN. FLOOR LINE
+8.50m 4TH FLR
FIN. FLOOR LINE
+11.20m 5TH FLR
FIN. FLOOR LINE
+13.90m TOP OF
BEAM
+16.30m TOP OF
ROOF RIDGE
10 123456789
0.4
02
.7
02
.7
02
.7
02
.7
02
.7
02
.4
0
16
.3
0
REINFORCED CONCRETE
LEDGE
(SEE DETAIL)
REINFORCED CONCRETE
GUTTER (SEE DETAIL)
12 MM X 50 MM GROOVE
LINE (TYPICAL)
150 MM THK. CHB
PARAPET WALL, PLAIN
CEMENT PLASTERED,
PAINTED FINISH
12 MM X 50 MM GROOVE
LINE (TYPICAL)
CONCRETE PLANT BOX
(TYPICAL, SEE DETAIL)
0.50 MM THK.
PRE-PAINTED G.I. SHEET
FLASHING
150 MM THK. CHB EXTERIOR
WALL, PLAIN CEMENT
PLASTERED WITH GROOVES,
PAINTED FINISH (SEE DETAIL)
REINFORCED CONCRETE BEAM,
PLAIN CEMENT PLASTERED,
PAINTED FINISH (TYPICAL)
150 MM THK. CHB EXTERIOR
WALL, PLAIN CEMENT
PLASTERED, PAINTED FINISH
(TYPICAL)
STEEL RAILING (TYPICAL,
SEE DETAIL)
+0.00m FINISH
GROUND LINE
+0.40m GROUND FLR
FIN. FLOOR LINE
+3.10m 2ND FLR
FIN. FLOOR LINE
+5.80m 3RD FLR
FIN. FLOOR LINE
+8.50m 4TH FLR
FIN. FLOOR LINE
+11.20m 5TH FLR
FIN. FLOOR LINE
+13.90m TOP OF
BEAM
+16.30m TOP OF
ROOF RIDGE
F E D C B AB'D'
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 MANGER GENERAL MANAGER
PROPOSED STANDARD 5-STOREY
LOW-RISE BUILDING & LAND DEVELOPMENT
MAURA D. AGGARAO
PROGRAM MANAGER
MARIA TERESA P. OBLIPIAS
ARCHITECT:
JUANCHO M. CORPUZ
PROGRAM OFFICE, NORTH SECTOR
REGIONAL MANAGER
NORTH SECTOR
DISTRICT MANAGER
MANAVA DISTRICT OFFICE HSSG
0.4
02
.7
02
.7
02
.7
02
.7
02
.7
02
.4
0
ROOF TRUSSES
(VERIFY STR'L DESIGN)
16
.3
0
STAIR SOFFIT, PLAIN CEMENT
PLASTERED, PAINTED FINISH (TYPICAL)
D
1
W
3
W
4
W
3
D
1
W
4
D
1
W
3
W
4
W
3
D
1
W
4
W
3
D
1
W
4
D
1
W
3
W
4
D
1
W
3
W
4
W
3
W
4
D
1
W
3
W
4
W
3
D
1
W
4
W
3
D
1
W
4
D
1
W
3
W
4
D
1
W
3
W
4
W
3
W
4
D
1
W
3
W
4
W
3
D
1
W
4
W
3
D
1
W
4
D
1
W
3
W
4
D
1
W
3
W
4
W
3
D
1
W
4
D
1
W
3
W
4
W
3
D
1
W
4
W
3
D
1
W
4
D
1
W
3
W
4
D
1
W
3
W
4
W
3
D
1
W
4
D
1
W
3
W
4
W
3
D
1
W
4
W
3
D
1
W
4
D
1
W
3
W
4
D
1
D
1
150 MM THK. CHB HALLWAY WALLS,
PLAIN CEMENT PLASTERED, PAINTED
FINISH (TYPICAL)
REINFORCED CONCRETE BEAM,
PLAIN CEMENT PLASTERED,
PAINTED FINISH (TYPICAL)
150 MM THK. CHB PARAPET WALL,
PLAIN CEMENT PLASTERED,
PAINTED FINISH
PLANT BOX (SEE DETAIL)
ROOF-ACCESS LADDER (SEE DETAIL)
ROOF
DECK
ROOF
DECK
HALLWAY
HALLWAY
HALLWAY
HALLWAY
HALLWAY
1.5
0
+0.00m FINISH
GROUND LINE
+0.40m GROUND FLR
FIN. FLOOR LINE
+3.10m 2ND FLR
FIN. FLOOR LINE
+5.80m 3RD FLR
FIN. FLOOR LINE
+8.50m 4TH FLR
FIN. FLOOR LINE
+11.20m 5TH FLR
FIN. FLOOR LINE
+13.90m TOP OF
BEAM
+16.30m TOP OF
ROOF RIDGE 1 2 3 4 5 6 7 8 9 10
A-15
1
A-17
8
+16.30m TOP OF
0.40
UNIT
LIVING/DINING
0.40
2.70
2.70
2.70
2.70
2.70
2.40
16.30
D
4
HALLWAY
UNIT
LIVING/DINING
D
4
HALLWAY
UNIT
LIVING/DINING
D
4
HALLWAY
UNIT
LIVING/DINING
D
4
HALLWAY
UNIT
LIVING/DINING
D
4
HALLWAY
ROOF TRUSSES
(VERIFY STR'L DESIGN)
ROOF
DECK
150 MM THK. CHB HALLWAY WALLS,
PLAIN CEMENT PLASTERED, PAINTED
FINISH (TYPICAL)
REINFORCED CONCRETE BEAM,
PLAIN CEMENT PLASTERED,
PAINTED FINISH (TYPICAL)
150 MM THK. CHB PARAPET WALL,
PLAIN CEMENT PLASTERED,
PAINTED FINISH
REINFORCED CONCRETE COLUMNS,
PLAIN CEMENT PLASTERED,
PAINTED FINISH (TYPICAL)
+0.00m FINISH
GROUND LINE
+0.40m GROUND FLR
FIN. FLOOR LINE
+3.10m 2ND FLR
FIN. FLOOR LINE
+5.80m 3RD FLR
FIN. FLOOR LINE
+8.50m 4TH FLR
FIN. FLOOR LINE
+11.20m 5TH FLR
FIN. FLOOR LINE
+13.90m TOP OF
BEAM
+16.30m TOP OF
ROOF RIDGE
A-16
8
F E D C B AB'D'
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 MANGER GENERAL MANAGER
PROPOSED STANDARD 5-STOREY
LOW-RISE BUILDING & LAND DEVELOPMENT
MAURA D. AGGARAO
PROGRAM MANAGER
MARIA TERESA P. OBLIPIAS
ARCHITECT:
JUANCHO M. CORPUZ
PROGRAM OFFICE, NORTH SECTOR
REGIONAL MANAGER
NORTH SECTOR
DISTRICT MANAGER
MANAVA DISTRICT OFFICE HSSG
0.60 0.60
1.20
0.60
100 MM X 4.5 MM THK. GLASS BLADES (13 EQ.
BLADES @ ±90 MM O.C.) ON DUAL CONTROL
ALUMINUM JALOUSIE FRAMES
LOCATION: HALLWAY
REQUIRED: 60SETS
0.9
22
01
.1
78
0
2.1
0
100 MM X 4.5 MM THK. GLASS BLADES (13 EQ.
BLADES @ ±90 MM O.C.) ON DUAL CONTROL
ALUMINUM JALOUSIE FRAMES
LOCATION: HALLWAY / BEDROOM
REQUIRED: 119 SETS
W
3
0.9
22
01
.1
78
0
2.1
0
W
4
0.60
100 MM X 4.5 MM THK. GLASS BLADES (11 EQ.
BLADES @ ±90 MM O.C.) ON SINGLE
CONTROL ALUMINUM JALOUSIE FRAMES
LOCATION: KITCHEN-PWD
REQUIRED: 1 SET
1.1
01
.0
0
2.1
0
0.70
2.1
0
0.90
2.1
0
0.60
2.1
0
50 MM THK. SINGLE-LEAF
SINGLE-ACTION SOLID WOOD
PANEL SWING DOOR ON 50
MM X 100 MM THK. WOODEN
DOOR JAMBS
LOCATION : FRONT MAIN
DOOR
REQUIRED : 60 SETS
50 MM THK. SINGLE-LEAF
SINGLE-ACTION
HOLLOW-CORE FLUSH SWING DOOR
WITH 6 MM THK. MARINE PLYWOOD
FACING ON EXTERIOR SIDE AND 6 MM
THK. ORDINARY PLYWOOD FACING ON
INTERIOR SIDE,
ON 50 MM X 100 MM THK.
WOODEN DOOR JAMBS
LOCATION : REAR SERVICE DOOR
REQUIRED : 59 SETS
40 MM THK. SINGLE-LEAF
SINGLE-ACTION
PVC SWING DOOR
WITH PVC LOUVERS,
ON PVC DOOR JAMBS
LOCATION : TOILET DOOR
REQUIRED : 59 SETS
25 MM THK. SINGLE-LEAF
SINGLE-ACTION HOLLOW-CORE
FLUSH SWING DOOR WITH
6 MM THK. ORDINARY PLYWOOD
FACING ON 12.5 MM X 25 MM THK.
WOODEN DOOR JAMBS, WITH
SOLID K/D WOODEN LOUVERS
LOCATION : PIPE CHASE
REQUIRED : 60 SETS
0.90 0.90
2.1
0
0.3
5
0.80 0.05
50 MM THK. SINGLE-LEAF
SINGLE-ACTION
HOLLOW-CORE FLUSH SWING
DOOR WITH 6 MM THK. MARINE
PLYWOOD FACING ON EXTERIOR
SIDE AND 6 MM THK. ORDINARY
PLYWOOD FACING ON INTERIOR
SIDE,
ON 50 MM X 100 MM THK.
WOODEN DOOR JAMBS
LOCATION : REAR SERVICE DOOR
(PWD)
REQUIRED : 1 SET
2.1
0
50 MM THK. SINGLE-LEAF
SINGLE-ACTION HOLLOW-CORE
FLUSH SWING DOOR WITH
6 MM THK. MARINE PLYWOOD
FACING ON T&B SIDE AND
6 MM THK. ORDINARY PLYWOOD
FACING ON EXTERIOR SIDE,
ON 50 MM X 100 MM THK.
WOODEN DOOR JAMBS PROVIDE
STAINLESS STEEL KICK PLATE
ON PUSH-SIDE
LOCATION : TOILET DOOR (PWD)
REQUIRED: 1 SET
0.0
5
0.05
FFL
1
D
2
D
FFL
3
D
FFL
4
D
FFL
5
D
FFL
6
D
FFL
W
5
2.1
0
0.475
0.035 0.035
FFL
AWNING TYPE STEEL WINDOW
LOCATION: KITCHEN-EXTERIOR WALL
REQUIRED: 59 SETS
W
1
0.60 0.60
1.20
1.1
01
.0
0
2.1
0
W
2
0.3
00
.3
50
.3
5
1.5
00
.6
0
0.30 0.30
0.60
AWNING TYPE STEEL WINDOW
LOCATION: T&B
REQUIRED: 60 SETS
FFL FFLFFLFFL
0.40
0.1
5
0.3
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 MANGER GENERAL MANAGER
PROPOSED STANDARD 5-STOREY
LOW-RISE BUILDING & LAND DEVELOPMENT
MAURA D. AGGARAO
PROGRAM MANAGER
MARIA TERESA P. OBLIPIAS
ARCHITECT:
JUANCHO M. CORPUZ
PROGRAM OFFICE, NORTH SECTOR
REGIONAL MANAGER
NORTH SECTOR
DISTRICT MANAGER
MANAVA DISTRICT OFFICE HSSG
1.75
7 EQ. TREADS
@ 0.25 M
EACH
1.80
±1.375
EQ
.
0.10
±1.375
EQ
.
3.00
1.00 1.45
0.30
±0.50
EQ
.
2.00
±0.50
EQ
.
A B B' C1.00 3.50 1.50
2
3
5
A-11
01
F.F.L.
+9.45m
02030405060708
15141312111009 16
F.F.L.
+11.20m
4
A-11
1.75
7 EQ. TREADS
@ 0.25 M
EACH
1.80
±0.50
EQ
.
2.00
±0.50
EQ
.
±1.375
EQ
.
0.10
±1.375
EQ
.
3.00
1.00 1.45
0.30
+3.10 (2ND FLR)
+5.80 (3RD FLR)
+8.50 (4TH FLR)
+4.85 (2ND FLR)
+7.55 (3RD FLR)
A B' C1.00 3.50 1.50
2
3
5
A-11
4
A-11
B
0102030405060708
15141312111009 16
F.F.L.
F.F.L.
1.75
7 EQ. TREADS
@ 0.25 M
EACH
1.80
±1
.3
75
EQ
.
0.1
0
±1
.3
75
EQ
.
3.0
0
1.00 1.45
0.30
±0
.5
0
EQ
.
2.0
0±0
.5
0
EQ
.
A B B' C1.00 3.50 1.50
2
3
5
A-11
01
F.F.L.
+9.45m
02030405060708
15141312111009 16
F.F.L.
+11.20m
4
A-11
1.3
5
8 E
Q. R
IS
ER
S
@ ±.1
69
M
M
PE
R S
TE
P
3.1
0
1.5
5
TY
PIC
AL
(2
ND
T
O
5T
H F
LO
OR
)
0.2
0
VE
RIF
Y
0.9
0
1.3
5
8 E
Q. R
IS
ER
S
@ ±.1
69
M
M
PE
R S
TE
P
TY
PIC
AL
S
TA
IR
S
EC
TIO
N
50 MM Ø G.I. PIPE RAILING,
EPOXY PAINTED FINISH
(TYPICAL)
12.5 MM x 12.5 MM SQUARE
BAR VERTICAL BALUSTERS,
PAINTED
FINISH (TYPICAL)
REINFORCED CONCRETE
STAIRS, PLAIN CEMENT
PLASTERED FINISH (VERIFY
STR'L DESIGN)
LINTEL BEAM AT LANDING
(VERIFY STR'L DESIGN)
LINTEL BEAM AT LANDING
(VERIFY STR'L DESIGN)
150 MM THK. CHB EXTERIOR
WALL, PLAIN CEMENT
PLASTERED WITH
GROOVES, PAINTED FINISH
150 MM THK. CHB EXTERIOR
WALL, PLAIN CEMENT
PLASTERED WITH
GROOVES, PAINTED FINISH
150 MM THK. CHB EXTERIOR
WALL, PLAIN CEMENT
PLASTERED, PAINTED FINISH
1.6
51
.0
51
.5
0
150 MM THK. CHB EXTERIOR
WALL, PLAIN CEMENT
PLASTERED, PAINTED FINISH
50 MM Ø G.I. PIPE RAILING,
EPOXY PAINTED FINISH
(TYPICAL)
+0.00m FINISH
GROUND LINE
+0.40m GROUND FLR
FIN. FLOOR LINE
+3.10m 2ND FLR
FIN. FLOOR LINE
+11.20m 5TH FLR
FIN. FLOOR LINE
+13.90m TOP OF
BEAM
B
A-11
6
B' C
0.05
0.075
50 MM Ø G.I. PIPE RAILING,
EPOXY PAINTED FINISH
12.5 MM x 12.5 MM SQUARE
BAR VERTICAL BALUSTERS
SPACED @ 100 MM O.C.,
PAINTED FINISH
REINFORCED CONCRETE
STAIRS, PLAIN CEMENT
PLASTERED FINISH
(VERIFY STR'L DESIGN)
±0
.1
69
0.250.038
0.288
0.9
0
HE
IG
HT
O
F H
AN
DR
AIL
AT
C
EN
TE
R O
F T
RE
AD
S
0
.
1
5
50 MM Ø G.I. PIPE
RAILING, EPOXY PAINTED
FINISH
12.5 MM x 12.5 MM SQUARE BAR
RAIL SUPPORT @ EVERY 3
TREADS, PAINTED FINISH
REINFORCED CONCRETE STAIRS,
PLAIN CEMENT PLASTERED
FINISH (VERIFY STR'L DESIGN)
0
.
0
2
5
C
L
3 MM THK. X 50 MM FLAT BAR BOTTOM
RAIL, PAINTED FINISH
12.5 MM x 12.5 MM SQUARE BAR
VERTICAL BALUSTERS SPACED @
100 MM O.C., PAINTED FINISH
12.5 MM x 12.5 MM SQUARE BAR
RAIL SUPPORT @ EVERY 3
TREADS, PAINTED FINISH
3 MM THK. X 50 MM FLAT BAR
BOTTOM RAIL, PAINTED FINISH
7
A-11
1.5
51
.5
51
.55
TY
PIC
AL
(2
ND
T
O
5T
H F
LO
OR
)
1.1
50
.5
01
.0
51.5
0
1.50 1.50
C
L
R
0
.
5
0
R
1
.
2
5
1.2
5
±0.50
EQ.
2.00 ±0.50
EQ.
150 MM THK. CHB
EXTERIOR WALL,
PLAIN CEMENT
PLASTERED WITH
GROOVES,
PAINTED FINISH
150 MM THK. CHB
EXTERIOR WALL,
PLAIN CEMENT
PLASTERED,
PAINTED FINISH
NHA LOGO, PAINTED
ON WALL
150 MM THK. CHB
PARAPET WALL,
PLAIN CEMENT
PLASTERED,
PAINTED FINISH
25 MM X 50 MM
GROOVE LINES
150 MM THK. CHB
EXTERIOR WALL,
PLAIN CEMENT
PLASTERED WITH
GROOVES,
PAINTED FINISH
WEEPHOLES (SEE
OVERFLOW
SCUPPER DETAIL)
2 3
+0.00m FINISH
GROUND LINE
+0.40m GROUND FLR
FIN. FLOOR LINE
+3.10m 2ND FLR
FIN. FLOOR LINE
+11.20m 5TH FLR
FIN. FLOOR LINE
+13.90m TOP OF
BEAM
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 MANGER GENERAL MANAGER
PROPOSED STANDARD 5-STOREY
LOW-RISE BUILDING & LAND DEVELOPMENT
MAURA D. AGGARAO
PROGRAM MANAGER
MARIA TERESA P. OBLIPIAS
ARCHITECT:
JUANCHO M. CORPUZ
PROGRAM OFFICE, NORTH SECTOR
REGIONAL MANAGER
NORTH SECTOR
DISTRICT MANAGER
MANAVA DISTRICT OFFICE HSSG
1.7
0
D
3
W
2
1.20
0.30
0.3
00
.5
0
±0
.3
5±0
.5
0
C
L
C
L
C
L
0.2
5
300 MM x 300 MM
UNGLAZED VITRIFIED
CERAMIC TILE FLOOR
FINISH
100 MM X 100 MM
STAINLESS STEEL
FLOOR DRAIN COVER
TILE SET-OUT
3
F
3
A-12
2
A-12
0.36
W
2
REINFORCED CONCRETE SLAB
(VERIFY STR'L DESIGN)
REINFORCED CONCRETE BEAM
(VERIFY STR'L DESIGN)
300 MM X 300 MM GLAZED
VITRIFIED CERAMIC TILE
WALL FINISH
1.50
5 T
ILE
S
150 MM THK. CHB EXTERIOR WALL,
PLAIN CEMENT PLASTERED FINISH
±2.575
VE
RIF
Y H
EIG
HT
O
F S
LA
B S
OF
FIT
3
UNIT FIN.
FLOOR LINE
0.90
1.50
5 T
ILE
S
REINFORCED CONCRETE SLAB
(VERIFY STR'L DESIGN)
300 MM X 300 MM GLAZED
VITRIFIED CERAMIC TILE
WALL FINISH
100 MM THK. CHB
INTERIOR WALL,
PLAIN CEMENT PLASTERED FINISH
±2.575
VE
RIF
Y H
EIG
HT
O
F S
LA
B S
OF
FIT
0.60
1.20
1.80
REINFORCED CONCRETE BEAM
(VERIFY STR'L DESIGN)
F
FIN. FLOOR LINE
D
5
W
2
2.10
38 MM Ø WALL-MOUNTED
STAINLESS STEEL
GRAB BAR
0.30
1.75
±0.94
EQ
.
±0.94
EQ
.
0.05
0.85
0.40
0.30
0.050.85
C
L
TILE
SET-OUT
300 MM x 300 MM
UNGLAZED VITRIFIED
CERAMIC TILE FLOOR
FINISH
100 MM X 100 MM
STAINLESS STEEL
FLOOR DRAIN COVER
0.90
0.90
A
46
A-12
5
A-12
150 MM THK. CHB EXTERIOR WALL,
PLAIN CEMENT PLASTERED FINISH
W
2
1.00
0.80
1.50
5 T
ILE
S
0.60
1.20
1.80
REINFORCED CONCRETE SLAB
(VERIFY STR'L DESIGN)
REINFORCED CONCRETE BEAM
(VERIFY STR'L DESIGN)
300 MM X 300 MM GLAZED
VITRIFIED CERAMIC TILE
WALL FINISH
150 MM THK. CHB
EXTERIOR WALL,
PLAIN CEMENT PLASTERED FINISH
38 MM Ø WALL-MOUNTED
STAINLESS STEEL GRAB BAR
±2.575
VE
RIF
Y H
EIG
HT
O
F S
LA
B S
OF
FIT
4
UNIT FIN.
FLOOR LINE
0.45
0.9
0
1.5
0
5 T
IL
ES
REINFORCED CONCRETE SLAB
(VERIFY STR'L DESIGN)
REINFORCED CONCRETE BEAM
(VERIFY STR'L DESIGN)
300 MM X 300 MM GLAZED
VITRIFIED CERAMIC TILE
WALL FINISH
100 MM THK. CHB INTERIOR WALL,
PLAIN CEMENT PLASTERED FINISH
0.8
00
.2
0
1.0
0
38 MM Ø WALL-MOUNTED
STAINLESS STEEL GRAB BAR
±2
.5
75
VE
RIF
Y H
EIG
HT
O
F S
LA
B S
OF
FIT
A
FIN. FLOOR LINE
W
1
0.6
0
300 MM X 300 MM GLAZED
VITRIFIED CERAMIC TILE
COUNTERTOP
AND APRON FINISH
±1.45
0.725
EQ.
0.725
EQ.
C
L
PIPE CHASE
400 MM X 600 MM
STAINLESS STEEL
KITCHEN SINK WITH
BASKET STRAINER
F
9
A-12
8
A-12
0.85
0.30
REINFORCED CONCRETE SLAB
(VERIFY STR'L DESIGN)
REINFORCED CONCRETE BEAM
(VERIFY STR'L DESIGN)
300 MM X 300 MM GLAZED
VITRIFIED CERAMIC TILE SPLASHBOARD
100 MM THK. REINFORCED
CONCRETE COUNTER LEDGE
(VERIFY STR'L DESIGN)
400 MM x 600 MM
STAINLESS STEEL KITCHEN SINK
WITH BASKET STRAINER
50 MM Ø STAINLESS STEEL P-TRAP
W
1
CHB WALLS
150 MM THK. CHB WALL,
PLAIN CEMENT PLASTERED FINISH
150 MM THK. CHB WALL,
PLAIN CEMENT PLASTERED FINISH
±2.575
VE
RIF
Y H
EIG
HT
O
F S
LA
B S
OF
FIT
UNIT FIN.
FLOOR LINE
0.60 0.60
1.20
0.60
100 MM X 4.5 MM THK. GLASS BLADES (13 EQ.
BLADES @ ±90 MM O.C.) ON DUAL CONTROL
ALUMINUM JALOUSIE FRAMES
LOCATION: HALLWAY
REQUIRED: 60SETS
0.9
22
01
.1
78
0
2.1
0
100 MM X 4.5 MM THK. GLASS BLADES (13 EQ.
BLADES @ ±90 MM O.C.) ON DUAL CONTROL
ALUMINUM JALOUSIE FRAMES
LOCATION: HALLWAY / BEDROOM
REQUIRED: 119 SETS
W
3
0.9
22
01
.1
78
0
2.1
0
W
4
0.60
100 MM X 4.5 MM THK. GLASS BLADES (11 EQ.
BLADES @ ±90 MM O.C.) ON SINGLE
CONTROL ALUMINUM JALOUSIE FRAMES
LOCATION: KITCHEN-PWD
REQUIRED: 1 SET
1.1
01
.0
0
2.1
0
W
5
FFL
AWNING TYPE STEEL WINDOW
LOCATION: KITCHEN-EXTERIOR WALL
REQUIRED: 59 SETS
W
1
0.60 0.60
1.20
1.1
01
.0
0
2.1
0
W
2
0.3
00
.3
50
.3
5
1.5
00
.6
0
0.30 0.30
0.60
AWNING TYPE STEEL WINDOW
LOCATION: T&B
REQUIRED: 60 SETS
FFL FFLFFLFFL
D
4
0.8
50
.3
0
REINFORCED CONCRETE SLAB
(VERIFY STR'L DESIGN)
REINFORCED CONCRETE BEAM
(VERIFY STR'L DESIGN)
300 MM X 300 MM GLAZED
VITRIFIED CERAMIC TILE SPLASHBOARD
100 MM THK. REINFORCED
CONCRETE COUNTER LEDGE
(VERIFY STR'L DESIGN)
400 MM x 600 MM
STAINLESS STEEL KITCHEN SINK
WITH BASKET STRAINER
50 MM Ø STAINLESS STEEL P-TRAP
CHB WALL
150 MM THK. CHB WALL,
PLAIN CEMENT PLASTERED FINISH
PIPE CHASE
F
FIN. FLOOR LINE
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 MANGER GENERAL MANAGER
PROPOSED STANDARD 5-STOREY
LOW-RISE BUILDING & LAND DEVELOPMENT
MAURA D. AGGARAO
PROGRAM MANAGER
MARIA TERESA P. OBLIPIAS
ARCHITECT:
JUANCHO M. CORPUZ
PROGRAM OFFICE, NORTH SECTOR
REGIONAL MANAGER
NORTH SECTOR
DISTRICT MANAGER
MANAVA DISTRICT OFFICE HSSG
D
4
100 MM Ø WASTE STACK
50 MM Ø VENT STACK
100 MM Ø SEWER STACK
0.20
0.7
00
.6
0
100 MM THK. CHB
PIPE CHASE ENCLOSURE,
PLAIN CEMENT
PLASTERED FINISH
100 MM THK. CHB
PIPE CHASE ENCLOSURE,
PLAIN CEMENT
PLASTERED FINISH
F
2
A-13
3
A-13
D
4
12 MM GROOVE LINES
100 MM THK. CHB
PIPE CHASE ENCLOSURE,
PLAIN CEMENT
PLASTERED FINISH
6 MM THK. PLYWOOD
ON 25 MM X 25 MM
WOOD STUDS
±2
.5
75
VE
RIF
Y H
EIG
HT
O
F S
LA
B S
OF
FIT
KITCHEN COUNTER
F
UNIT FIN.
FLOOR LINE
±2.575
VE
RIF
Y H
EIG
HT
O
F S
LA
B S
OF
FIT
2.10
±0.475
6 MM THK. PLYWOOD
ON 25 MM X 25 MM
WOOD STUDS
100 MM Ø SEWER STACK
PIPE CHASE DOOR
UNIT FIN.
FLOOR LINE
INTERIOR SIDE
0.025
DOOR
CONCRETE TOPPING
WATERPROOFING
STRUCTURAL SLAB
0.006
DOOR JAMB
SERVICE AREA/ LAUNDRY
SIDE
CONCRETE
TOPPING
UNIT FIN.
FLOOR LINE
0.025
DOOR JAMB
DOOR
CONCRETE TOPPING
WATERPROOFING
STRUCTURAL SLAB
0.006
CERAMIC TILE FINISH
TILE ADHESIVE
INTERIOR SIDE T&B SIDE
CONCRETE
TOPPING
UNIT FIN.
FLOOR LINE
DOOR
0.0
25
STRUCTURAL SLAB
CONCRETE TOPPING
0.0
06
DOOR JAMB
INTERIOR SIDE HALLWAY SIDE
CONCRETE
TOPPING
UNIT FIN.
FLOOR LINE
1.80 4.80
6.60
1.70
+0.40
RAMP DOWN
8
A-12
10
A-12
0.50
0.80
0.251.201.201.201.200.900.975
1.70
0.40
0.90
0.85 0.85
0.1
00
.6
00
.2
0
50 MM STAINLESS STEEL
HANDRAIL
50 MM Ø G.I. VERTICAL
BALUSTER EPOXY
PAINT FINISHED
FLANGE WITH
EXPANSION BOLT
DUST PROOF
CONC. FINISHED
0.60 0.60 0.60
0.9220
1.1780
2.10
0.9220
1.1780
2.10
0.60
1.10
1.00
2.10
0.60 0.60
1.10
1.00
2.10
0.30
0.35
0.35
1.50
0.60
0.30 0.30
0.4
0
0.10
0.9
0
D
4
0.30
REINFORCED CONCRETE SLAB
(VERIFY STR'L DESIGN)
REINFORCED CONCRETE BEAM
(VERIFY STR'L DESIGN)
300 MM X 300 MM GLAZED
VITRIFIED CERAMIC TILE SPLASHBOARD
100 MM THK. REINFORCED
CONCRETE COUNTER LEDGE
CHB WALL
PIPE CHASE
0.90
1.50
5 T
ILE
S
REINFORCED CONCRETE SLAB
(VERIFY STR'L DESIGN)
REINFORCED CONCRETE BEAM
(VERIFY STR'L DESIGN)
300 MM X 300 MM GLAZED
VITRIFIED CERAMIC TILE
WALL FINISH
100 MM THK. CHB INTERIOR WALL,
PLAIN CEMENT PLASTERED FINISH
0.20
38 MM Ø WALL-MOUNTED
±2.575
VE
RIF
Y H
EIG
HT
O
F S
LA
B S
OF
FIT
0.90
1.50
5 T
ILE
S
REINFORCED CONCRETE SLAB
(VERIFY STR'L DESIGN)
300 MM X 300 MM GLAZED
VITRIFIED CERAMIC TILE
WALL FINISH
100 MM THK. CHB
INTERIOR WALL,
PLAIN CEMENT PLASTERED FINISH
±2.575
VE
RIF
Y H
EIG
HT
O
F S
LA
B S
OF
FIT
1.20
1.80
REINFORCED CONCRETE BEAM
(VERIFY STR'L DESIGN)
F A F
A-12
9
0.10
0.60
0.20
50 MM STAINLESS STEEL
HANDRAIL
50 MM Ø G.I. VERTICAL
BALUSTER EPOXY
PAINT FINISHED
FLANGE WITH
EXPANSION BOLT
DUST PROOF
CONC. FINISHED
0.40
0.10
0.90
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 MANGER GENERAL MANAGER
PROPOSED STANDARD 5-STOREY
LOW-RISE BUILDING & LAND DEVELOPMENT
MAURA D. AGGARAO
PROGRAM MANAGER
MARIA TERESA P. OBLIPIAS
ARCHITECT:
JUANCHO M. CORPUZ
PROGRAM OFFICE, NORTH SECTOR
REGIONAL MANAGER
NORTH SECTOR
DISTRICT MANAGER
MANAVA DISTRICT OFFICE HSSG
0.4
00
.3
00
.3
00
.3
00
.3
00
.3
00
.3
00
.3
0
0.60
0.1750
0.12500.1250
0.85
3.1
0
50 MM X 50 MM X 6 MM
ANGLE BAR TREADS,
PAINTED FINISH
STAINLESS STEEL ROOF
HATCH
50 MM X 50 MM X 9 MM STEEL
FLOOR MOUNTING BRACKETS,
PAINTED FINISH
50 MM X 50 MM X 8 MM ANGLE
BAR STRINGERS, PAINTED
FINISH
50 MM X 50 MM X 9 MM STEEL
WALL MOUNTING BRACKET,
PAINTED FINISH
50 MM X 50 MM X 9 MM STEEL
WALL MOUNTING BRACKET,
PAINTED FINISH
0.3
00
.3
0
0.4
0
REINFORCED CONCRETE
ZOCALO, PLAIN CEMENT
PLASTERED, PAINTED FINISH
(VERIFY STR'L DESIGN)
REINFORCED CONRETE BEAM
AND SLAB (VERIFY STR'L
DESIGN)
9 10
+11.20m 5TH FLR.
FIN. FLOOR LINE
+13.90m TOP OF
BEAM
0.45
0.60 0.30
0.05
50 MM X 50 MM X 8 MM
ANGLE BAR STRINGER,
PAINTED FINISH
50 MM X 9 MM STEEL
FLOOR MOUNTING
BRACKETS, PAINTED FINISH
50 MM X 9 MM STEEL WALL
MOUNTING BRACKETS,
PAINTED FINISH
50 MM X 50 MM X 6 MM
ANGLE BAR TREAD, PAINTED
FINISH
50 MM X 50 MM X 8 MM
ANGLE BAR STRINGER,
PAINTED FINISH
LINE OF OVERHEAD ACCESS
DOOR
9 10
D'
D
3
A-14
2
A-14
0.200.60
0.1250 0.1250
0.1250
0.80
1.05
0.40
0.30
0.30
0.30
0.30
0.30
0.30
0.30
0.30
0.30
3.10
1.60
50 MM X 50 MM X 6
MM ANGLE BAR
TREADS, PAINTED
FINISH
STAINLESS STEEL ROOF
HATCH
50 MM X 50 MM X 8
MM ANGLE BAR
STRINGER,
PAINTED FINISH
50 MM X 50 MM X 9
MM STEEL WALL
MOUNTING
BRACKET, PAINTED
FINISH
50 MM X 50 MM X 9
MM STEEL WALL
MOUNTING
BRACKET, PAINTED
FINISH
0.40
REINFORCED CONCRETE
ZOCALO, PLAIN CEMENT
PLASTERED, PAINTED FINISH
(VERIFY STR'L DESIGN)
CONCRETE TOPPING
REINFORCED CONRETE BEAM
(VERIFY STR'L DESIGN)
+11.20m 5TH FLR.
FIN. FLOOR LINE
+13.90m TOP OF
BEAM
D D'
0.3
0
0.1
0
0.125 0.375 0.10
0.1
00
.2
0
0.60
0
.1
0
12 MM X 12 MM DRIP MOLD
0.50 MM THK. G.I. SHEET
FLASHING, PAINTED FINISH
100 MM Ø ROOF DRAIN WITH
BASKET STRAINER
REINFORCED CONCRETE GUTTER,
PLAIN CEMENT PLASTERED,
PAINTED FINISH
(VERIFY STR'L DESIGN)
100 MM Ø PVC
DOWNSPOUT SECURED
WITH PIPE BRACKETS @
EVERY 1.50 M
LIQUID-APPLIED
WATERPROOFING
0.50 MM THK. PRE-PAINTED
RIB TYPE LONG SPAN G.I.
SHEET ROOFING
ROOF TRUSSES
(VERIFY STR'L DESIGN)
CONCRETE LEDGE
(SEE DETAIL)
FACE OF COLUMN
FACE OF COLUMN
DOWNSPOUT TO
PENETRATE
CONCRETE LEDGE
REINFORCED CONCRETE BEAM
(VERIFY STR'L DESIGN)
REINFORCED CONCRETE
BEAM (VERIFY STR'L
DESIGN)
EXTERIOR WALL
100 MM Ø PVC
DOWNSPOUT SECURED
WITH PIPE BRACKETS @
EVERY 1.50 M
0.0
75
0.0250.10
+5.80 3RD FLOOR
FIN. FLOOR LINE
+13.90 TOP OF
BEAM
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 MANGER GENERAL MANAGER
PROPOSED STANDARD 5-STOREY
LOW-RISE BUILDING & LAND DEVELOPMENT
MAURA D. AGGARAO
PROGRAM MANAGER
MARIA TERESA P. OBLIPIAS
ARCHITECT:
JUANCHO M. CORPUZ
PROGRAM OFFICE, NORTH SECTOR
REGIONAL MANAGER
NORTH SECTOR
DISTRICT MANAGER
MANAVA DISTRICT OFFICE HSSG
1.50
ACCESS LADDER ROOF
HATCH (SEE DETAIL)
150 MM X 300 MM LOUVER BLOCKS,
PAINTED FINISH
OUTLINE OF 1,500-GALLON WATER
TANK ON STEEL STAND (PROVIDE
SHOP DRAWINGS)
150 MM THK. CHB PARAPET
WALL, PLAIN CEMENT
PLASTERED, PAINTED FINISH
1.00
0.60
150 MM THK. CHB GABLE WALL,
PLAIN CEMENT PLASTERED,
PAINTED FINISH
8 9 10
+13.90 TOP
OF BEAM
2
A-15
3
A-15
1.5
0
150 MM X 300 MM
LOUVER BLOCKS,
PAINTED FINISH
OUTLINE OF 1,500-GALLON
WATER TANK ON STEEL
STAND (PROVIDE SHOP
DRAWINGS)
150 MM THK. CHB
PARAPET WALL, PLAIN
CEMENT PLASTERED,
PAINTED FINISH
150 MM THK. CHB
GABLE WALL,
PLAIN CEMENT
PLASTERED,
PAINTED FINISH
100 MM Ø
ROOF DRAIN
WITH BASKET
STRAINER
2% SLOPE 2% SLOPE
C D D' E
+13.90 TOP
OF BEAM
1.0
00
.6
0
0.35
0.05
X
0.30
0.05
50 MM Ø PVC PIPE OVERFLOW
SCUPPER, PAINTED FINISH (TO
MATCH EXTERIOR WALL PAINT)
WATERPROOFING
CONCRETE TOPPING,
VERIFY THICKNESS
WITH ROOF DECK SLOPE
STRUCTURAL SLAB
150 MM THK. CHB
PARAPET WALL,
PLAIN CEMENT PLASTERED, PAINTED
FINISH
C
L
+13.90 TOP OF
BEAM
1.20
0.45
0.15
EQ. EQ.
1.00
ACCESS
LADDER ROOF
HATCH (SEE
DETAIL)
150 MM X 300 MM
LOUVER BLOCKS,
PAINTED FINISH
OUTLINE OF
1,500-GALLON WATER
TANK ON STEEL STAND
(PROVIDE SHOP
DRAWINGS)
150 MM THK. CHB
PARAPET WALL,
PLAIN CEMENT PLASTERED,
PAINTED FINISH
PORTION OF ROOF SHOWN
PORTION OF TRUSSES SHOWN
(VERIFY STR'L DESIGN)
C
L
OVERFLOW
SCUPPER
(SEE DETAIL)
2%
S
LO
PE
0.15
8 9 10
E
D
C
D'
100 MM Ø
ROOF DRAIN
0.15
2% SLOPE
2%
S
LO
PE
A-15
4
0.90 1.20 0.90
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 MANGER GENERAL MANAGER
PROPOSED STANDARD 5-STOREY
LOW-RISE BUILDING & LAND DEVELOPMENT
MAURA D. AGGARAO
PROGRAM MANAGER
MARIA TERESA P. OBLIPIAS
ARCHITECT:
JUANCHO M. CORPUZ
PROGRAM OFFICE, NORTH SECTOR
REGIONAL MANAGER
NORTH SECTOR
DISTRICT MANAGER
MANAVA DISTRICT OFFICE HSSG
0.1
0
0.0190
CHB WALL
10 MM Ø RSB
CONCRETE
LINTEL BEAM
12 MM X 12 MM
DRIP MOLD
WINDOW UNIT
TOP OF
OPENING
EXTERIOR SIDE
0.0
75
0.0
25
0.05
0.1
0
WINDOW UNIT
ALONG HALLWAYS
CONCRETE SILL FOR
WINDOW OPENINGS
10 MM Ø RSB
CHB WALL
BOTTOM OF
OPENING
HALLWAY SIDE
0.05 VARIES 0.05
0.10
BOTTOM OF
WINDOW
OPENING
4
A-16
10 MM Ø RSB
CHB WALL
0.05
CONCRETE SILL
FOR WINDOW
OPENING
12 MM X 12 MM
DRIP MOLD
0.1
0
WINDOW UNIT
0.019
BOTTOM OF
OPENING
EXTERIOR SIDE
C
L
±0.48
EQ.
±0.48
EQ.
0.40
0.45
0.05
0.20
1.10
0.90
VE
RIF
Y
ST
R'L
DE
SIG
N
±1.00
VE
RIF
Y
150 MM X 300 MM
LOUVER BLOCKS,
PAINTED FINISH
50 MM Ø G.I. PIPE
SCH. 40, PROVIDE
STEEL PRIMER AND TOP
COAT PAINTED FINISH
100 MM THK. CHB LOW
WALL, PLAIN CEMENT
PLASTERED, PAINTED
FINISH
REINFORCED
CONCRETE COLUMN,
PLAIN CEMENT
PLASTERED, PAINTED
FINISH
FIN. FLOOR LINE
STOREY ABOVE
FIN. FLOOR LINE
6
A-16
0.40
0.45
0.05
0.20
1.10
0.90
VE
RIF
Y
ST
R'L
DE
SIG
N
±1.00
VE
RIF
Y
150 MM X 300 MM
LOUVER BLOCKS,
PAINTED FINISH
50 MM Ø G.I. PIPE
SCH. 40, PROVIDE
STEEL PRIMER AND TOP
COAT PAINTED FINISH
100 MM THK. CHB LOW
WALL, PLAIN CEMENT
PLASTERED, PAINTED
FINISH
REINFORCED
CONCRETE COLUMN,
PLAIN CEMENT
PLASTERED, PAINTED
FINISH
REINFORCED
CONCRETE BEAM, PLAIN
CEMENT PLASTERED,
PAINTED FINISH (VERIFY
STR'L DESIGN)
REINFORCED
CONCRETE BEAM, PLAIN
CEMENT PLASTERED,
PAINTED FINISH (VERIFY
STR'L DESIGN)
SERVICE/
LAUNDRY AREA
FIN. FLOOR LINE
STOREY ABOVE
FIN. FLOOR LINE
50 MM Ø G.I. PIPE
RAILING, EPOXY
PAINTED FINISH
0.10
1.10
0.10
±0.850
1.80
17 VERTICAL BARS
EQUALLY SPACED @ ±0.10 M O.C.
12.5 MM x 12.5 MM
SQUARE BAR VERTICAL
BALUSTER, PAINTED
FINISH
12.5 MM x 12.5 MM
SQUARE BAR, PAINTED
FINISH
12.5 MM x 12.5 MM
SQUARE BAR, PAINTED
FINISH
HALLWAY FIN.
FLOOR LINE
0.1
0
0.05
0.2
0
12 MM X 12 MM
DRIP MOLD
CONCRETE MOLDING
WITH 2-25 MM X 12 MM
GROOVES
REINFORCED CONCRETE CANOPY
(VERIFY STR'L DESIGN)
CHB WALL
0.028
0.0
30
.0
3
0.30
REINFORCED CONCRETE BEAM
(VERIFY STR'L DESIGN)
+5.80 THIRD FLOOR
FIN. FLOOR LINE
2% SLOPE
EXTERIOR SIDE INTERIOR SIDE
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 MANGER GENERAL MANAGER
PROPOSED STANDARD 5-STOREY
LOW-RISE BUILDING & LAND DEVELOPMENT
MAURA D. AGGARAO
PROGRAM MANAGER
MARIA TERESA P. OBLIPIAS
ARCHITECT:
JUANCHO M. CORPUZ
PROGRAM OFFICE, NORTH SECTOR
REGIONAL MANAGER
NORTH SECTOR
DISTRICT MANAGER
MANAVA DISTRICT OFFICE HSSG
0.10
TY
PIC
AL
C
L
EQ
.E
Q.
12 MM x 12 MM
GROOVES @
100 MM O.C.
REINFORCED CONCRETE
BEAM, PLAIN CEMENT
PLASTERED, PAINTED FINISH
150 MM THK. CHB EXTERIOR
WALL, PLAIN CEMENT
PLASTERED WITH
GROOVES, PAINTED FINISH
REINFORCED CONCRETE
BEAM, PLAIN CEMENT
PLASTERED, PAINTED
FINISH
0.10
TY
PIC
AL
+11.20m 5TH FLR
FIN. FLOOR LINE
+13.90m TOP OF
BEAM
D2
A-17
3
A-17
0.4
00
.3
0V
ER
IF
Y
12 MM x 12 MM
GROOVES @
100 MM O.C.
REINFORCED CONCRETE BEAM,
PLAIN CEMENT PLASTERED,
PAINTED FINISH (VERIFY STR'L
DESIGN)
150 MM THK. CHB EXTERIOR
WALL, PLAIN CEMENT
PLASTERED WITH
GROOVES, PAINTED FINISH
REINFORCED CONCRETE
BEAM, PLAIN CEMENT
PLASTERED, PAINTED FINISH
(VERIFY STR'L DESIGN)
VE
RIF
Y
AC
CD
G. T
O
DE
PT
H O
F B
EA
M
10
+11.20m 5TH FLR
FIN. FLOOR LINE
+13.90m TOP OF
BEAM
0.1
0
TY
PIC
AL
EQ
.E
Q.
0.1
0
TY
PIC
AL
C
L
PLAIN CEMENT PLASTER,
PAINTED FINISH
12 MM x 12 MM
GROOVES @
100 MM O.C.
150 MM THK. CHB EXTERIOR
WALL
REINFORCED CONCRETE BEAM,
PLAIN CEMENT PLASTERED,
PAINTED FINISH
REINFORCED CONCRETE BEAM,
PLAIN CEMENT PLASTERED,
PAINTED FINISH
0.40
10 9
+11.20m 5TH FLR
FIN. FLOOR LINE
+13.90m TOP OF
BEAM
0.40
0.4
0
0.1
0
0.4
0
0.1
0
0.5
0
1.5
0
1.00
+11.20
0.012
0.0
12
TOP OF BEAM
12 MM x 12 MM
GROOVES @
100 MM O.C.
PLAIN CEMENT
PLASTER,
PAINTED FINISH
4
A-17
9 10
D
D'
0.10 0.20
1.5
00
.0
12
25 MM Ø PVC
WEEPHOLE
TOP OF BEAM
0.10
0.40
0.02
5
2%
S
LO
PE
9 10
D
D'6
A-17
7
A-17
100 MM THK. CHB LOW
WALL, PLAIN CEMENT
PLASTERED WITH
GROOVES, PAINTED
FINISH
1.10
0.10
TY
PIC
AL
0.55
0.55
C
L
12 MM x 12 MM
GROOVES @
100 MM O.C.
25 MM Ø PVC
WEEPHOLE,
PAINTED FINISH
D
HALLWAY FIN.
FLOOR LINE
12 MM x 12 MM
GROOVES @
100 MM O.C.
150 MM THK. CHB
EXTERIOR WALL, PLAIN
CEMENT PLASTERED,
PAINTED FINISH
REINFORCED CONCRETE BEAM,
PLAIN CEMENT PLASTERED,
PAINTED FINISH
100 MM THK. CHB LOW
WALL, PLAIN CEMENT
PLASTERED WITH GROOVES,
PAINTED FINISH
1.1
0
0.1
0
TY
PIC
AL
0.5
50
.5
5
C
L
0.40
25 MM Ø PVC WEEPHOLE,
PAINTED FINISH
10 9
HALLWAY FIN.
FLOOR LINE
A8TYPICAL THRESHOLD AND WATERGUARD DETAIL AT SERVICE AREA
D
4
100 MM Ø WASTE STACK
50 MM Ø VENT STACK
100 MM Ø SEWER STACK
0.20
0.70
0.15
EQ. EQ.
ACCESS
LADDER ROOF
HATCH (SEE
DETAIL)
DRAWINGS)
PORTION OF TRUSSES SHOWN
OVERFLOW
SCUPPER
(SEE DETAIL)
2%
S
LO
PE
0.15
ANGLE BAR TREAD, PAINTED
FINISH
LINE OF OVERHEAD ACCESS
DOOR
0.1
0
0.05
0.2
0
12 MM X 12 MM
DRIP MOLD
CONCRETE MOLDING
WITH 2-25 MM X 12 MM
GROOVES
REINFORCED CONCRETE CANOPY
(VERIFY STR'L DESIGN)
CHB WALL
0.028
0.0
30
.0
3
0.30
REINFORCED CONCRETE BEAM
(VERIFY STR'L DESIGN)
1.10
0.10
0.20
PLAIN CEMENT PLASTERED,
PAINTED FINISH
100 MM THK. CHB LOW WALL
100 MM THK. CHB, PLAIN
CEMENT PLASTERED, PAINTED
FINISH
REINFORCED CONCRETE
LEDGE, PLAIN CEMENT
PLASTERED, PAINTED FINISH
PROVIDE LIQUID-APPLIED
WATERPROOFING ON ALL
SIDES ENCLOSING AREA FOR
PLANTING SOIL
0.60
100 MM THK. CHB
PIPE CHASE ENCLOSURE,
PLAIN CEMENT
PLASTERED FINISH
100 MM THK. CHB
PIPE CHASE ENCLOSURE,
PLAIN CEMENT
PLASTERED FINISH
D
4
12 MM GROOVE LINES
100 MM THK. CHB
PIPE CHASE ENCLOSURE,
PLAIN CEMENT
PLASTERED FINISH
±2.575
VE
RIF
Y H
EIG
HT
O
F S
LA
B S
OF
FIT
KITCHEN COUNTER
±2.575
VE
RIF
Y H
EIG
HT
O
F S
LA
B S
OF
FIT
2.10
WOOD STUDS
100 MM Ø SEWER STACK
PIPE CHASE DOOR
2
A-13
UNIT FIN.
FLOOR LINE UNIT FIN.
FLOOR LINE
D
D
D'
100 MM Ø
ROOF DRAIN
0.15
2% SLOPE
2%
S
LO
PE
A-15
4
HALLWAY FIN.
FLOOR LINE
9 10
+5.80 THIRD FLOOR
FIN. FLOOR LINE
2% SLOPE
EXTERIOR SIDE INTERIOR SIDE
0.20
0.50
3
A-13
2
A-14
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 MANGER GENERAL MANAGER
PROPOSED STANDARD 5-STOREY
LOW-RISE BUILDING & LAND DEVELOPMENT
MAURA D. AGGARAO
PROGRAM MANAGER
MARIA TERESA P. OBLIPIAS
ARCHITECT:
JUANCHO M. CORPUZ
PROGRAM OFFICE, NORTH SECTOR
REGIONAL MANAGER
NORTH SECTOR
DISTRICT MANAGER
MANAVA DISTRICT OFFICE HSSG
