GENERAL NOTES:
1. ALL PLUMBING WORKS INCLUDED HEREIN SHALL BE EXECUTED
ACCORDING TO THE PHILIPPINE PLUMBING CODE, THE NATIONAL
BUILDING CODE, AND THE RULES AND REGULATIONS OF LOCAL
GOVERNMENT AUTHORITIES CONCERNED.
2. ALL WORKS SHALL BE DONE UNDER DIRECT SUPERVISION OF
LICENSED AND REGISTERED MASTER PLUMBER OR PLUMBING CB CB CB CB CB
ENGINEER.
LAV
BTH WC LAV WM
BTH WC
FD LAUNDRY AREA
3. ALL PIPE SIZES ARE IN MILLIMETERS AND ALL DIMENSIONS ARE IN T&B FD
METERS UNLESS SPECIFIED. KS
KITCHEN BEDROOM
4. ALL WORKS SHALL CONFORM TO BUILDING OWNER
REQUIREMENTS OR GUIDELINES AND VISIT SITE CONDITION AND
INCLUDE ALL COST EXPENSES NECESSARY TO COMPLETE THE DINING
HB
SYSTEMS. LAV
BTH WC LAV
LAV
FD
WC BTH WC LAV
FD
5. COORDINATE THE DRAWING WITH OTHER RELATED DRAWINGS WC
AND SPECIFICATIONS THE DESIGN ENGINEER SHALL BE NOTIFIED
IMMEDIATELY OF ANY DISCREPANCY FOUND THEREIN.
LIVING MASTER'S
BEDROOM
6. ALL SLOPES FOR HORIZONTAL DRAINAGE SHALL MAINTAIN A ONE
(1) PERCENT SLOPE MINIMUM UNLESS OTHERWISE SPECIFIED.
ENT.
7. A WATER SUPPLY PIPES TO FIXTURES SHALL BE SIZED IN
ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS.
ST
8. ALL BRANCHES OF FIXTURES OR GROUP OF FIXTURES SHALL BE
PROVIDED WITH AIR CHAMBER MADE OF CAPPED VERTICAL
EXTENSION PIPE NIPPLE.
9. ALL WATER LINES SHALL BE HYDROSTATICALLY TESTED AT 120 PSI
FOR A PERIOD OF 24 HOURS BEFORE BURIED OR COVERED. ALL GROUND FLOOR GROUND FLOOR
GALVANIZED IRON PIPES DIRECTLY IN CONTACT WITH THE SOIL
SHALL BE PROVIDED WITH TWO (2) COATS OF ASPHALT AND 1 WATERLINE LAYOUT PLAN 2 DRAINAGE AND SEWER LINE PLAN
WRAPPED WITH JUTE CLOTH AND SOAKED IN MELTED ASPHALT.
P-1 SCALE 1:100MTS P-1 SCALE 1:100MTS
10. ALL PIPES AND OTHER DIMENSIONS ARE IN MILLIMETERS (mm)
UNLESS OTHERWISE SPECIFIED.
11. ALL PIPES SHALL BE INSTALLED AS INDICATED ON PLANS, ANY 2500
RELOCATIONS REQUIRED FOR PROPER EXECUTIONS OF OTHER 1800
TRADES SHALL BE WITH PRIOR APPROVAL OF THE ARCHITECT OR 150 900 600 150
DESIGNER. 4" THK CONC. FLOORING 150Ø DP
W/ 10MM.Ø DEF. BARS
@ 0.175M. O.C. B.W.
2500
150
LEGENDS OUTLET
350
CO CO
SYMBOL DESCRIPTION STEEL GRATING COVER
1100
SUBMIT SAMPLE FOR
350 100
MANHOLE
ARCHT'S. APPROVAL
G A T E V A L V E
CO
INLET INLET
CO OUTLET
WM W A T E R M E T E R
150
C H E C K V A L V E
HB H O S E B I B F A U C E T
3 SEPTIC TANK PLAN 5 CATCH BASIN PLAN
P-1 SCALE 1:20MTS P-1 N T S
KS K I T C H E N S I N K
STEEL GRATING COVER
CO CO CO CO
WC W A T E R C L O S E T SUBMIT SAMPLE FOR
0.10
ARCHT'S. APPROVAL
6" THK. CHB WALL
500
LAV L A V A T O R Y INLET AIR SPACE AIR SPACE L-25MM.X25MM.X6MM.
STEEL FRAME
OUTLET
2000
3000
150Ø DP
WM W A S H I N G M A C H I N E
1000
1200
DIGESTIVE CHAMBER
BTH B A T H T H U B 10MM.Ø VERT. OUTLET
500
LEACHING WELL & HOR. BARS
@ 600MM. O.C.
10MM.Ø @ 300MM O. C.
10MM.Ø @ 200MM O. C.
200
FD F L O O R D R A I N
100
100MM. THK.
GRAVEL BED
500
S E P T I C T A N K
ST
4 SEPTIC TANK DETAILS 6 CATCH BASIN DETAILS
P-1 SCALE 1:20MTS P-1 N T S
STUDENT'S NAME PRC REG. NO.: DESIGN BY: PROJECT TITLE INSTRUCTOR'S NAME SHEET NO.
COLUMBAN COLLEGE INC. PTR NO.: MBC
COLLEGE OF ARCHITECTURE DATE: DRAWN BY: PROPOSE BUNGALOW HOUSE P-1
CANDELARIO, MILBERT B. PLACE: MBC AR. HANNIE JAN E. LOPEZ
TIN NO.: CHECKED BY: LOCATION DATE
VILLA MIRANDA SUBDIVISION, FORESTRY, OLONGAPO CITY 26 JAN 2024