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2.1
00.5
5
2.6
5
0.40 0.90 0.90 0.87
3.07
0.85 0.85
1.70
2.1
00.6
0
2.7
0
1.65
0.90 0.75 EQ EQ EQ
2.74
2.1
00.6
0
2.7
0
4.99
0.901.051.001.001.04
2.1
0
0.80
2.1
0
0.90
0.0
52.0
50.5
5
2.6
5
0.97
5.65
1.86 1.86 0.97
4.84
0.720.72 0.70 0.701.001.00
0.0
52.0
50.6
0
2.7
0
2.1
00.6
0
2.7
0
2.51 8.10 5.48
0.90 1.431.07 1.07 1.02
5.48
0.80 0.050.930.930.930.930.93EQ EQ EQ 1.05 1.00 1.00 1.00 1.00 1.00 1.00 1.05
A-99
9
DETAIL OF PWD RAMPSCALE 1 : 50 MTSA-10
2
50mmØ STAINLESS STEELHANDRAIL FULL WELD
0.7
00.2
0
0.9
01.4
5
1.001.001.001.001.000.900.30
ELEVATION
PLAN
0.2
5
5.90
1/8
"
1/4" 0.10 1/4"
GROOVE DETAILSCALE 1 : 5 MTS
PWD RAMP
2.6
5
5.65
0.7
00.7
00.7
00.5
5
1.001.00 1.00 1.00 0.830.83
5.65
1.001.00 1.00 1.00 0.830.83
3.4
0
1.70 0.05
3.4
0
0.05 0.57 1.00 1.00 1.00 1.00 1.00 1.00 0.90 0.90 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.83 0.05
1.3
0
0.0
52.0
00.0
51.3
0
0.05 0.95 0.05
0.83
2.7
0
0.6
02.1
0
2.10
0.700.70 0.70
0.0
52.1
00.5
0
2.6
5
5.65
0.94 0.94 0.94 0.94 0.94 0.94
5.65
0.94 0.94 0.94 0.94 0.94 0.94
2.10
0.700.70 0.70
DOORS & WINDOWS SCHEDULESCALE 1 : 50 MTSA-10
1
A-8
A-1010
10
MALE TOILET
FEMALE TOILET
2
B
1.5
01.6
40.6
01.5
51.4
72.3
21.5
0
4.0
04.0
0
3.95
0.98 0.95
PLANSCALE 1: 50 MTS
PRE-DEPARTURE TOILETS
PWD TOILET
MALE TOILET
FEMALE TOILET
VIP TOILET
2
A B
3
1
MALEVIP
TOILET
FEMALEVIP
TOILET
2.65 3.35
6.00
7.7
50.3
0
3.7
01.6
52.6
0
3.00
2.4
5
1.50 1.50
PLANSCALE 1: 50 MTS
ARRIVAL TOILETS / VIP TOILET
5.7
5
A
0.9
01.8
0
SECTION AT 'A'SCALE 1: 50 MTS
ARRIVAL PWD TOILET
2
0.3
00.9
01.5
0
2.7
0
SECTION AT 'B'SCALE 1: 50 MTS
ARRIVAL MALE TOILET
2
0.8
01.9
0
2.7
0
SECTION AT 'C'SCALE 1: 50 MTS
ARRIVAL FEMALE TOILET
B
0.3
0
1.5
0
2.7
0
SECTION AT 'D'SCALE 1: 50 MTS
PRE-DEPARTURE MALE TOILET
2.7
0
B
0.6
5
0.8
0
SECTION AT 'E'SCALE 1: 50 MTS
PRE-DEPARTURE FEMALE TOILET
DETAIL OF TOILETSCALE 1 : 50 MTSA-11
1
A-1111
11
A B
A B
3
1
9 E
Q. TR
EAD
S @
0.3
0 =
2.7
01.8
00.5
0
12 EQ. TREADS @ 0.30 = 3.60
1.800.18
1.80 12 EQ. TREADS @ 0.30 = 3.60
1.8
09 E
Q. TR
EAD
S @
0.3
0 =
2.7
0
STAIR PLANSCALE 1 : 50 MTS
0.5
00.5
0
23 E
Q. R
ISE
RS
@ 0
.169
= 3
.90
23 E
Q. R
ISE
RS
@ 0
.169
= 3
.90
STAIR ELEVATIONSCALE 1 : 50 MTS
0.20
0.70
0.90
0.20
STAIR DETAILSCALE 1 : 10 MTS
0.15
0.30
0.1
7
STAIR DETAILSCALE 1 : 50 MTSA-12
1
A-1212
12
1
2
3
SCALE 1 : 150 MTS
1 FOUNDATION PLANSCALES-1
1
15.5
0
7.7
57.7
5
2.0
02.3
3
2.70 2.70
1
2
3
SCALE 1 : 150 MTSFRAMING PLANSCALES-1
2
15.5
0
7.7
57.7
52.0
02.0
02.6
0
SECOND FLOOR
A BA3A2A1
1
B
SCALE 1 : 150 MTS
ROOF DECK FRAMING PLANSCALES-1
3
7.7
57
.75
15.5
0
24.002.00 2.00
4.0
04
.00
6.00 6.00 6.006.00
A B C D EA3A2A1
E F G H I J
60.00
6.00 6.00 6.00 6.00 6.00
S-11 4
13
FOUNDATION PLANSECOND FLOOR FRAMING PLAN
ROOF DECK FLOOR FRAMING PLAN
VAR
IES
T
LEN
GTH
=WID
TH
LENGTH=WIDTH
COLUMN FOOTING SECTIONCOLUMN FOOTING PLAN
1.60
S-2
1 TYP. DETAIL OF COLUMN FOOTINGS C A L E 1:20 MTS
0.4
00.2
0
0.40
WALL FOOTING (WF) DETAILSCALE 1 : 10 MTSS-2
2
CLE
AR H
EIG
HT
OF
CO
LUM
N ("
H")
Sh
St
Sh
JOIN
T HO
OPS
Lo
CO
LUM
N T
IES
600
min
.
H/4
H/2
(LO
CATI
ON
OF
CO
UPL
ERS)
H/4
Lo
CO
L. H
OO
PS(S
EE S
CH
EDULE
)CO
L. H
OO
PS
TYPICAL CONCRETE COLUMN SPLICE DETAILNOT SCALES-2
3
TOFOO
TING
TO
2ND
FLO
OR S
LAB
2ND
FLO
OR T
O R
OO
F D
ECK
0.6
0
0.35
0.8
0
0.35
0.6
0
0.350.8
00.35
SCHEDULE OF REINFORCED CONCRETE COLUMNS
0.2
5
0.25
0.3
5
0.30
Ø0.
35
S-22
14
4
TYPICAL DETAIL OF COLUMN FOOTINGSCHEDULE OF REINFORCED CONCRETE COLUMNS
WALL FOOTING DETAILFOOTING SCHEDULE
TYPICAL CONCRETE COLUMN SPLICE DETAIL
0.25 L1 OR 0.25 L2(GREATER GOVERNS)
L1
0.25 L1 OR 0.75 LC(GREATER GOVERNS)
0.75 LC OR 0.25 L1(GREATER GOVERNS)
d
0.25 L20.25 L2 OR 0.25 L1(GREATER GOVERNS)
L/3
SPLICE ZONE FORGIRDER TOP BARS
EQ.EQ.
L2LC
EQ. EQ.
L/3
2d EQ. EQ.
0.15 L1
50mm MAX.AT SUPPORT
2dNO SPLICESHALL BE
ALLOWED 2dFROM THE
FACE OF THESUPPORT
EQ.0.15 L2
EQ.
H
W
EQU
ALEQ
UAL
EQU
AL
2dNO SPLICESHALL BE
ALLOWED 2dFROM THE
FACE OF THESUPPORT
L/3
L/3
TYPICAL BEAM DETAILNOT SCALES-3
1
TO
S-33
15
4TYPICAL BEAM DETAIL
SCHEDULE OF R.C. BEAMS
1.85
DETAIL OF TRUSS-1 (T-1)SCALE 1 : 30 MTSS-4
4
0.90
0.2
50.5
0
0.35
0.1
5
0.30
0.4
0
STAIR REINF. BAR DETAILSCALE 1 : 15 MTSS-4
3
SPAN "A"
* L/3 SPAN "A"
OR L/3 SPAN "B"
SHORT SPAN "A" = SA
L/4 SPAN "A"
LON
G S
PAN "L
"
S/4
SHORT SPAN "B" = SB
* L/3 SPAN "A"
OR L/3 SPAN "B"
SPAN "B"
TYPICAL ONE-WAY R.C. SLAB DETAILNOT SCALES-4
2
TO
ld
45°
t
t
H<
t
40
TYPICAL DETAIL OF DEPRESSED / SUSPENDEDSLAB FOR DIFFERENT ELEVATIONNOT SCALES-4
1
TO
S-44
16
4
SCHEDULE OF SLAB REINFORCEMENTTYPICAL DETAIL OF DEPRESSED / SUSPENDED
SLAB FOR DIFFERENT ELEVATIONTYPICAL ONE-WAY R.C. SLAB DETAIL
STAIR REINFORCING BAR DETAILDETAIL OF TRUSS-1 (T-1)
SECTION
INLETCOMPARTMENT
AIR SPACE
WATER LEVEL
0.15
1.00
0.30
0.10
AIR SPACE
WATER LEVELAIR SPACE
WATER LEVEL
SECONDARYCOMPARTMENT
TERTIARYCOMPARTMENT
P L A N
0.30
0.10
0.31
1.50
1.90
0.20
0.20
2.50 0.20 1.25 0.20 1.25 0.20
5.80
0.20
SEPTIC TANK DETAILSSCALE 1 : 20 MTSP-1
1
0.100.
10
0.20
200
0.10
0.10 0.10
0.72
CATCH BASIN DETAILSSCALE 1 : 20 MTSP-1
2
P-11
17
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.
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.
MATERIALS SPECIFICATIONS:
PLUMBING LEGEND:
M
WC
LAV
FD
CO
KS
GATE VALVE
CHECK VALVE
WATER METER
COLD WATERLINE
2"Ø WASTE PIPE
4"Ø SOIL PIPE
VENT ABOVE CEILING
WATER CLOSET
LAVATORY
FLOOR DRAIN
CLEAN OUT
KITCHEN SINK
HOSE BIBBHB
SHOWER VALVESV
STORM DRAIN PIPELT LAUNDRY TRAY
FAUCETFSD SHOWER DRAIN
VENT PIPEVPWP WASTE PIPESP SOIL PIPEMV MAIN VENT
VENT STACK THRU ROOF
BT BATH TUB
CWL
CP CONDENSATE PIPE
HRP HORIZONTALRAINWATER PIPING
FB FOOT BATH
VAC VENT ABOVE CEILING
FCO FLOOR CLEANOUT
UNDER FLOOR VENTUFV
VSTR
DS DOWNSPOUTRD ROOF DRAIN
TD TUB DRAIN
SHOWERSHO
F FAUCET
WP
SP
UNDER FLOORVENT PIPE
CATCH BASIN
SK SINK
CB
BD BALCONY DRAINSDP STORM DRAIN PIPE
SDP
VAC
UFV
A
1
2
3
B C D
SCALE 1 : 150 MTS
1 SANITARY SEWAGE & STOM DRAIN LAYOUTSCALEP-2
1
GROUND FLOOR
6.00 6.00 6.00
15.5
0
7.7
57.7
5
A3A2A1
18.00
6.006.006.00
A BA3A2A1
1
2
3
B C
A BA3A2A1
1
2
3
B
SCALE 1 : 150 MTS
SANITARY SEWAGE & STORM DRAIN LAYOUTSCALEP-2
3
SECOND FLOOR
SCALE 1 : 150 MTS
ROOF DRAIN LAYOUTSCALEP-2
2
ROOF DECK
7.7
57.7
5
15.5
015.5
0
7.7
57.7
52.0
02.0
0
18.006.006.006.00
24.002.00 2.00
4.0
04.0
0
6.00 6.00 6.00 6.00
P-22
18
