A

1' GENERAL SPECIFICATIONS

B
A B C SEWER LINE

2 C LEGEND: 1. ALL WORKS SHALL CONFORM TO THE LATEST EDITION OF THE PHILIPPINE NATIONAL PLUMBING CODE,
C.B CATCH BASIN NATIONAL BUILDING CODE, CITY AND MUNICIPAL ORDINANCES AND APPROVED PLAN FOR CONSTRUCTION.
3 A W.C WATER CLOSET 2. ALL SEWER, VENT & WATER LINES SHALL BE PROVIDED WITH ADEQUATE PIPE HANGERS.
4 1 M WATER METER
B
Lav
L WcFd Rtb 3. PROVIDE WATER METER PROVISION AT AREA ACCESSIBLE FOR READING.
Hb Hb avW Sho
CHECK VALVE
Cb cS F
ho Rd
C. V.
C 4. ALL HORIZONTAL PIPINGS SHALL RUN IN PRACTICAL ALIGNMENT AND AT UNIFORM GRADE NOT LESS THAN 2 % AND
Cb Cb
1 G.V. GATE VALVE
tb
2 Fd La F.D FLOOR DRAIN
SHALL BE SUPPORTED OR ANCHORAGE AT INTERNAL NOT TO EXCEED TO 3.0 M.
Wc v
F FAUCET
3
Lav Lav
Cb 5. BEFORE PERFORMING ANY WORKS, CONTRACTOR SHALL THROUGHLY EXEMINE ALL EXISTING CONDITIONS,
S.V SEPTIC VAULT POINTS OF CONNECTIONS, DEPTH, SIZES, ETC.
Rta
Rta KS KITCHEN SINK
Sv 6. DRAWING ARE DIAGRAMATIC AND DO NOT SHOW ALL OFFSETS, BEND, ETC. WHICH MAY REQUIRE PROPERS
Lav Mlw Rta WATER LINE
d
Sew INSTALLATIONS OF SUCH WORKS SHALL PROVIDED WITH BENDS & OFFSETS AND NECESSARY VERIFIED AT BUILDING SITE.
Fd Wc er HB HOSE BIBB
Cb 7. THE WORKS THROUGH OUT SHALL BE EXECUTED IN THE BEST AND MOST THROUGH MANNERS KNOWN TO TRADE

2
Rta
Dra AND TO THE SATISFACTION OF THE ARCHITECT OR ENGINEER.
ina
g e
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED WALLS AND FLOORS OPENINGS.
9. ALL FIXTURES SHALL BE VENTED UNLESS OTHERWISE INDICATED.
10. ALL PIPES AND FITTINGS MUST BE OF GOOD QUALITY AND SERVICE WEIGHTS.
Iso Plumbing Plan 11. CONSTRUCTION OF SEPTIC TANK MUST CONFORM WITH SECTION 233 OF NATIONAL PLUMBING CODE.
3
Cb
Sv
P Scale 1:100M

Mlwd Sewer Drainage

MANHOLE

G/F Plumbing Plan 3.50 GROUT WHEN PLACING

P Scale 1:100M
1.5 1.00 1.00 SEPTIC TANK COVER

100MM INLET DIA. 10MM REBARS

0.40

A B C 1.30 0.40
CONNECT TO
EXISTING MAIN SEWER

HOSE BIBB DIGESTIVE CHAMBER

1' MOUNTING DETAILS

SCALE NTS.
P L A N SECTION
50 mm THK.CONCRETE PLAN
COVER
WATER CLOSET MOUNTING DETAILS

0.05
Rtb
Fd SCALE NTS. 3.50 CONNECT TO
1.50 1.00 1.00

0.25
Lav Wc
Sho 0.10
100 mm DIA. PVC
Fd
DRAINAGE LINE

0.05
2
Lav AIR SPACE AIR SPACE
Wc Sho Rtb 100MM INLET WATER LEVEL WATER LEVEL
AIR SPACE
WATER LEVEL
50 MM THK.CONCRETE
SLAB 0.3500
SECTION

0.10
3 100 mm dia. PVC
DRAINAGE LINE 2.50 20MM. THK PLASTER

4 100 MM. CHB WALL DIA. 12 @400 O.C.

HOR. AND VERT. BARS

0.30
0.50
0.10 DIGESTIVE CHAMBER LEACHING LEACHING
50 mm THK.CONC. SLAB SLOPE 2% CHAMBER CHAMBER

100 mm THK CHB. 0.10

S/F Plumbing Plan SECTION DIA.12 @200 0.C
BOT. BARS B.W.
P Scale 1:100M P L A N SECTION
PLAN

LAVATORY MOUNTING DETAILS CATCH BASIN DETAILS SEPTIC VAULT DETAILS

SCALE NTS. SCALE NTS.
SCALE NTS.

Engineer: Date: Owner: Project Title: Cadd By: Sheet COntent/s: No. Revision Date Sheet No.:
This drawing or prints is
property of the architect and
such not be copied, reproduced, Date:
and used as an instrument for
construction or exhibited Max Peter S. Pera Storey Residential Building
without their prior notice and
permission.All drawings are not
be returned upon request. Ptr No.: Tin:
Checked By: As Shown P-1
Prc No.: Place: Address: Designed By:
RA 545 Location: B55 L4 MCV Subd., Brgy. Latag, Lipa City