DETAIL OF PWD RAMP - DOTr · 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
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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.