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Meraj Plumbing

The document outlines the specifications and requirements for sanitary and storm drainage systems in a proposed two-storey residential building. It details the materials to be used, installation guidelines, and compliance with local ordinances and national laws. Additionally, it emphasizes the responsibility of the contractor for ensuring proper execution and adherence to the architectural plans.
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© © All Rights Reserved
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0% found this document useful (0 votes)
15 views6 pages

Meraj Plumbing

The document outlines the specifications and requirements for sanitary and storm drainage systems in a proposed two-storey residential building. It details the materials to be used, installation guidelines, and compliance with local ordinances and national laws. Additionally, it emphasizes the responsibility of the contractor for ensuring proper execution and adherence to the architectural plans.
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as PDF, TXT or read online on Scribd
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GENERAL NOTES MATERIALS AND 16mmØ LOOSE LIFTING HANDLE ON

1. ALL SANITARY WORKS SHALL CONFORM WITH


THE PREVAILING REQUIREMENTS OF THE LOCAL SPECIFICATIONS:
100MM THK 60CMX60CM CONCRETE MANHOLE COVER
LEGEND
ORDINANCES AND NATIONAL LAWS. 12mmØ BED BARS SPACED @ 0.15m O.C.B.W
1. WATER DISTRIBUTION SYSTEM SHALL USE WATER DISTRIBUTION SYSTEM
POLYPROPYLENE (PPR) PN20 PIPES WITH MANHOLE
2. READ THE DRAWINGS IN CONNECTION WITH
CORRESPONDING HEAVY DUTY FITTINGS.
CO CO CO CO
PIPING
OTHER RELATED DRAWINGS AND
SPECIFICATIONS, THE ARCHITECT OR THE 4" Ø PVC
2. PVC PIPES AND FITTINGS SHALL BE USE FOR THE
ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF INLET AIR SPACE
SANITARY SEWER SYSTEM. "EMERALD" OR OTHER 4" or 6"Ø PVC
ANY DISCREPANCIES FOUND THEREIN. 6" Ø PVC OUTLET
EQUALLY APPROVED BRAND SERIES 1000.
3. THE CONTRACTOR SHALL DETERMINE THE LEACHING
3. VENTS SHALL BE PVC PIPES AND FITTINGS, CHAMBER 2
ACTUAL LOCATION DEPTH AND INVERT LEACHING
"EMERALD" OR OTHER EQUALLY APPROVED CHAMBER 1
ELEVATION OF EXISTING PIPES AND
BRAND. 4" or 6"Ø PVC
STRUCTURES TO CONFORM WITH THE
PROPOSED SANITARY UTILITIES.
4. DOWNSPOUT EXPOSED SHALL BE PVC SERIES 1000
12mmØ VERTICAL BARS
PIPES AND FITTINGS, DOWNSPOUT EMBEDDED
4. THE CONTRACTOR SHALL BE RESPONSIBLE ON SPACED @ 0.30m O.C.
SHALL BE PVC SERIES 600 PIPES AND FITTINGS, DIGESTIVE CHAMBER
ALL REQUIRED FLOOR AND WALL OPENINGS.
"EMERALD" OR OTHER EQUALLY APPROVED 12mmØ HORIZONTAL BARS 5-6"Ø PVC
BRAND. SPACED @ 0.30m O.C.
5. ALL PIPES SHALL BE INSTALLED AS
INDICATED, ANY RELOCATION REQUIRED FOR
5. STORM DRAINAGE SYSTEM SHALL BE PVC PIPES OF
PROPER EXECUTION OF OTHER TRADE SHALL
STANDARD STRENGTH, "EMERALD" OR OTHER
HAVE PRIOR APPROVAL OF THE ARCHITECT OR
EQUALLY APPROVED BRAND. 0.10m THICK GRAVEL BASE
THE ENGINEER.
6. VALVES MUST BE FROM ACCREDITED SUPPLIERS 12mmØ BED BARS SPACED @ 0.20m O.C.B.W
6. ALL SLOPES FOR HORIZONTAL PIPES SHALL
MAINTAIN 1% DEGREE AS MINIMUM UNLESS
AS APPROVED BY THE OWNER. SECTION
OTHERWISE SPECIFIED.
A) MAIN SEWER / SOIL PIPE - 6 INCHES
7. ALL FIXTURES SHALL BE VENTED UNLESS DIAMETER PVC
B) SOIL / SEWER BRANCH EXCEPT - 4 INCHES SEE SPECIFICATION SCHEDULE SEE SPECIFICATION SCHEDULE
OTHERWISE SPECIFIED.
DIAMETER PVC
8. ALL PIPE SIZE INDICATED ARE IN INCHES (IN) LAVATORY SANITARY & STORM DRAINGE
C) STORM DRAIN PIPE - 4 INCHES
DIAMETER UNLESS OTHERWISE SPECIFIED.
DIAMETER PVC
SYSTEM PIPING
9. ALL UNDERGROUND G.I PIPES SHALL BE D) DOWNSPOUT - 3 INCHES
COATED WITH TWO LAYERS OF TAR OR DIAMETER PVC
CARBOLINE. E) VENTS - 2 INCHES
DIAMETER PVC
10. ALL EXPOSED HOT WATER LINE SHALL BE F) HOT & COLD WATER MAIN - 3/4
INSULATED. INCHES DIAMETER PPR PN 20
G) HOT & COLD WATER BRANCHES - 1/2 INCHES
11. ALL WATER PIPES SHALL BE DIAMETER PPR PN 20
HYDROSTATICALLY TESTED FOR TWO (2) HOURS
TO ENSURE THAT THE SYSTEM IS WATER TIGHT.

12. ALL WATER PIPES SHALL BE THOROUGHLY


PLAN
FLUSHED AND DISINFECTED.

13. PROVIDE AIR CHAMBER FOR EVERY FIXTURE


OUTLET.
03 SEPTIC TANK DETAIL
P-01 SCALE : NTS
14. IT IS NOT INTENDED THAT THE DRAWING SHALL
SHOW EVERY PIPE FITTING, VALVE,
APPLIANCES, OTHERS. FURNISH AND INSTALL
IF NECESSARY ALL SUCH ITEMS, WHETHER SEPTIC VAULT-01 SPECIFICATIONS
SPECIFICALLY MENTIONED OR NOT OR DIMENSIONS (METER)
INDICATED ON DRAWINGS TO COMPLETE THE SCHEDULE MADE MANHOLE COVER
A (WIDTH) B (LENGTH) C (LENGTH) D (LENGTH)
SYSTEM IN ACCORDANCE WITH THE BEST
PRACTICE OF THE TRADE AND THE SEPTIC VAULT 01 1.20 1.50 0.80 0.80 CAST IN PLACE 60X60 CONCRETE
SATISFACTION OF THE ARCHITECT. CONCRETE WITH COVER WITH 15MM
MINIMUM OF 12MM Ø LIFTING HANDLE
REBARS. 3000PSI

CATCH BASIN SPECIFICATIONS


DIMENSIONS (METER)
SCHEDULE QTY A (WIDTH) B (LENGTH) C (LENGTH) D (LENGTH) MADE MANHOLE COVER

CATCH BASIN 01 4 0.60 0.60 0.70 CAST IN PLACE 60X60 CONCRETE


TRENCH DRAIN 01 5 0.20 0.40 CONCRETE WITH COVER WITH
MINIMUM OF 12MM 16MM DIA. LIFTING
PLAN SECTION TRENCH DRAIN 02 7 0.20 0.60 REBARS. 3000 PSI HANDLE

02 CATCH BASIN DETAIL


P-01 SCALE : NTS

DESIGN PROFESSIONAL: OWNERSHIP OF PLANS, SPECIFICATIONS, DESIGN PROFESSIONAL: PROJECT TITLE: OWNER: DETAILS: SHEET NO.:
CAD DATE
AND OTHER CONTRACT DOCUMENTS. PROPOSED TWO-STOREY
AIKA SHIMOZAWA DRAWINGS, SPECIFICATIONS, ANALYSES, OTHER CONTRACT
NEIL DOMINIC V. VERALLO RESIDENTIAL BUILDING JAN JAPAN TRADING GROUP
P-01
DOCUMENTS DULY SIGNED, STAMPED OR SEALED, AS
ARCHITECT INSTRUMENTS OF SERVICE, AND REPRODUCTION THEREOF, ARE
THE INTELLECTUAL PROPERTY AND DOCUMENTS OF THE
MASTER PLUMBER
LOCATION: CORPORATION
UNDERSIGNED PROFESSIONAL AND SHALL BE USED ONLY FOR SHEET CONTENTS:
P.R.C. No.: 0049915 TIN: 736-309-096 THE SPECIFIC PROJECT COVERED BY THE AGREEMENT BETWEEN P.R.C. No.: 0013172 TIN: 763-424-941-000 Blk 7, Lot 11, Sarangani St. cor. Balabac St., Villa Josefina MS. CHENNEN RAMOS FRENDO
THE CLIENT AND THE PROFESSIONAL WHETHER THE OBJECT FOR
B 10 L05, Villena St., Las Terrazas Subd., Maa, Davao City, Philippines 8000 P.T.R. No.: 9477458C Date Issued: 01-11-24 P.T.R. No.: 9477459 Date Issued: 01-11-2024 Secretary
(082) 227 5001 | info@constantintegratedph.com | www.constantintegratedph.com WHICH THEY ARE MADE IS EXECUTED OR NOT. Resort Village, Davao City, Davao del Sur
LEGEND
WATER DISTRIBUTION SYSTEM
PIPING

1 S. 26°12' W., 23.43M 2 1 S. 26°12' W., 23.43M 2

SS
FCO FD SS

WC FCO FD
FD
KS LAV

TO NEAREST
CATCH BASIN
FCO
WC
FD
SANITARY & STORM DRAINGE
SYSTEM PIPING

N. 63°46' W., 12.69M


LAV

N. 63°46' W., 12.69M


FCO

FCO

S. 60°45' E., 15.74M


WC
UP
S. 60°45' E., 15.74M

FD

FD
LS FD WC
DN.
LAV FCO FD FCO
WC
WM WM FD
TV

TO NEAREST FCO
CATCH BASIN FCO
BATH
FD CCO FD FCO
SS
LAV

3 3

7M
M

2
4.
.27

.,
., 4

W
W

'
10
0'
°1


19

.1
N.

N
5 N. 26°14' E., 21.26M 4 5 N. 26°14' E., 21.26M 4
TO STREET
SEWER

GROUND FLOOR SANITARY LAYOUT SECOND FLOOR SANITARY LAYOUT

DESIGN PROFESSIONAL: OWNERSHIP OF PLANS, SPECIFICATIONS, DESIGN PROFESSIONAL: PROJECT TITLE: OWNER: DETAILS: SHEET NO.:
CAD DATE
AND OTHER CONTRACT DOCUMENTS. PROPOSED TWO-STOREY
AIKA SHIMOZAWA DRAWINGS, SPECIFICATIONS, ANALYSES, OTHER CONTRACT
NEIL DOMINIC V. VERALLO RESIDENTIAL BUILDING JAN JAPAN TRADING GROUP
P-02
DOCUMENTS DULY SIGNED, STAMPED OR SEALED, AS
ARCHITECT INSTRUMENTS OF SERVICE, AND REPRODUCTION THEREOF, ARE
THE INTELLECTUAL PROPERTY AND DOCUMENTS OF THE
MASTER PLUMBER
LOCATION: CORPORATION
UNDERSIGNED PROFESSIONAL AND SHALL BE USED ONLY FOR SHEET CONTENTS:
P.R.C. No.: 0049915 TIN: 736-309-096 THE SPECIFIC PROJECT COVERED BY THE AGREEMENT BETWEEN P.R.C. No.: 0013172 TIN: 763-424-941-000 Blk 7, Lot 11, Sarangani St. cor. Balabac St., Villa Josefina MS. CHENNEN RAMOS FRENDO
THE CLIENT AND THE PROFESSIONAL WHETHER THE OBJECT FOR
B 10 L05, Villena St., Las Terrazas Subd., Maa, Davao City, Philippines 8000 P.T.R. No.: 9477458C Date Issued: 01-11-24 P.T.R. No.: 9477459 Date Issued: 01-11-2024 Secretary
(082) 227 5001 | info@constantintegratedph.com | www.constantintegratedph.com WHICH THEY ARE MADE IS EXECUTED OR NOT. Resort Village, Davao City, Davao del Sur
LEGEND
WATER DISTRIBUTION SYSTEM
PIPING

1 S. 26°12' W., 23.43M 2 1 S. 26°12' W., 23.43M 2


HB HB
HB HB
RCS RCS
(CISTERN) (CISTERN)

WC WC
SHO SHO
SANITARY & STORM DRAINGE

WH

WH
WH

WH
KS
LAV
KS
LAV
SYSTEM PIPING

N. 63°46' W., 12.69M

N. 63°46' W., 12.69M


GV RISER GV RISER
GV GV GV GV
P P
CV UP CV UP
S. 60°45' E., 15.74M

S. 60°45' E., 15.74M


WH

WH
MAIN WC MAIN WC
WATER WATER
TANK SHO LAV TANK SHO LAV
SINK LAV SINK LAV
HB HB
WH

WH
WM WM WC WM WM WC
TV

TV
HB HB

3 3
CV CV

M
.27

.27
GV ., 4 GV

., 4
M

M
W

W
'

'
10

10
°

°
19

19
GV GV
N.

N.
FROM WATER N. 26°14' E., 21.26M FROM WATER N. 26°14' E., 21.26M
5 MAIN 4 5 MAIN 4

GROUND FLOOR WATERLINE LAYOUT SECOND FLOOR WATERLINE LAYOUT

DESIGN PROFESSIONAL: OWNERSHIP OF PLANS, SPECIFICATIONS, DESIGN PROFESSIONAL: PROJECT TITLE: OWNER: DETAILS: SHEET NO.:
CAD DATE
AND OTHER CONTRACT DOCUMENTS. PROPOSED TWO-STOREY
AIKA SHIMOZAWA DRAWINGS, SPECIFICATIONS, ANALYSES, OTHER CONTRACT
NEIL DOMINIC V. VERALLO RESIDENTIAL BUILDING JAN JAPAN TRADING GROUP
P-03
DOCUMENTS DULY SIGNED, STAMPED OR SEALED, AS
ARCHITECT INSTRUMENTS OF SERVICE, AND REPRODUCTION THEREOF, ARE
THE INTELLECTUAL PROPERTY AND DOCUMENTS OF THE
MASTER PLUMBER
LOCATION: CORPORATION
UNDERSIGNED PROFESSIONAL AND SHALL BE USED ONLY FOR SHEET CONTENTS:
P.R.C. No.: 0049915 TIN: 736-309-096 THE SPECIFIC PROJECT COVERED BY THE AGREEMENT BETWEEN P.R.C. No.: 0013172 TIN: 763-424-941-000 Blk 7, Lot 11, Sarangani St. cor. Balabac St., Villa Josefina MS. CHENNEN RAMOS FRENDO
THE CLIENT AND THE PROFESSIONAL WHETHER THE OBJECT FOR
B 10 L05, Villena St., Las Terrazas Subd., Maa, Davao City, Philippines 8000 P.T.R. No.: 9477458C Date Issued: 01-11-24 P.T.R. No.: 9477459 Date Issued: 01-11-2024 Secretary
(082) 227 5001 | info@constantintegratedph.com | www.constantintegratedph.com WHICH THEY ARE MADE IS EXECUTED OR NOT. Resort Village, Davao City, Davao del Sur
LEGEND
WATER DISTRIBUTION SYSTEM
PIPING

1 S. 26°12' W., 23.43M 2 1 S. 26°12' W., 23.43M 2


TD 01

DRAINAGE
TO MAIN

LINE
RCS CISTERN TD 01
(3.95 CU.M.)

N. 63°46' W., 12.69M


SANITARY & STORM DRAINGE

N. 63°46' W., 12.69M


SYSTEM PIPING

S. 60°45' E., 15.74M


UP
S. 60°45' E., 15.74M

TD 02

DN.
TV

TD 02
TD 02

3 3

M
TD 02

27
M
.27

4.
., 4

.,
LI INA IN
E
A MA
NE G

W
DR TO
TD 01 TD 02

'W
TD 01 TD 01

0'
0

1
°1


19

.1
N.

N
5 N. 26°14' E., 21.26M 4 N. 26°14' E., 21.26M
5 4

GROUND FLOOR STORM DRAINAGE LAYOUT SECOND FLOOR STORM DRAINAGE LAYOUT

DESIGN PROFESSIONAL: OWNERSHIP OF PLANS, SPECIFICATIONS, DESIGN PROFESSIONAL: PROJECT TITLE: OWNER: DETAILS: SHEET NO.:
CAD DATE
AND OTHER CONTRACT DOCUMENTS. PROPOSED TWO-STOREY
AIKA SHIMOZAWA DRAWINGS, SPECIFICATIONS, ANALYSES, OTHER CONTRACT
NEIL DOMINIC V. VERALLO RESIDENTIAL BUILDING JAN JAPAN TRADING GROUP
P-04
DOCUMENTS DULY SIGNED, STAMPED OR SEALED, AS
ARCHITECT INSTRUMENTS OF SERVICE, AND REPRODUCTION THEREOF, ARE
THE INTELLECTUAL PROPERTY AND DOCUMENTS OF THE
MASTER PLUMBER
LOCATION: CORPORATION
UNDERSIGNED PROFESSIONAL AND SHALL BE USED ONLY FOR SHEET CONTENTS:
P.R.C. No.: 0049915 TIN: 736-309-096 THE SPECIFIC PROJECT COVERED BY THE AGREEMENT BETWEEN P.R.C. No.: 0013172 TIN: 763-424-941-000 Blk 7, Lot 11, Sarangani St. cor. Balabac St., Villa Josefina MS. CHENNEN RAMOS FRENDO
THE CLIENT AND THE PROFESSIONAL WHETHER THE OBJECT FOR
B 10 L05, Villena St., Las Terrazas Subd., Maa, Davao City, Philippines 8000 P.T.R. No.: 9477458C Date Issued: 01-11-24 P.T.R. No.: 9477459 Date Issued: 01-11-2024 Secretary
(082) 227 5001 | info@constantintegratedph.com | www.constantintegratedph.com WHICH THEY ARE MADE IS EXECUTED OR NOT. Resort Village, Davao City, Davao del Sur
LEGEND
WATER DISTRIBUTION SYSTEM
PIPING
1

M
5 .74
., 1
'E
4M °45
5.7 60
, 1 S.
. RIS
°45' E E R
60 S.
S. 26
SH °12
O SH 'W
S. O ., 2
26 WC 3.4
FC °12 LA 3M
O 'W BA V WH LA
FD TH V
BA FD W
., 2
T LA
FD C 3.4 5
FD H WC V 3M WH LA
V
CC FC FC
O O O
5 FD
LA FC
V O SS

SS

DN
.
N.
26
°14
DN
. 'E
N. ., 2
26 1.2
°14 6M
'E
., 2 .6 9M
1.2 1 , 12
6M ' W.
M 6
2.69 6 3°4
1 ., 1 N.
°4 6'
W
HB
SANITARY & STORM DRAINGE
63
N. SYSTEM PIPING
74M
. , 15. WH 4 N. 19°10' W., 4.27M 3
'E
0°45 GV GV
RI
KS
5.74
M CATO N
TC E A
H B RE
4 N. 19°10' W., 4.27M 3 S. 6 GV SER
., 1 AS ST HB W MA C
IN
KS
4 5' E TA ATE IN P V
S. 60° NK R S.
26°
12'
WM W.
S. SIN , 23
26° WM K .43
CA T O N 12' CV M
TC EA
W. GV WH LA
H B RE
AS ST WM FD ,2 M V
IN
WM LS 3.4 5 GV
FC
3M
LA F WC
O MA ROM SH
FC V O
O WC IN W
5 AT
SS ER
FD
TV
WC
FD
FC LA
O V WH
TO (CI RC
SESTRE FC
TV

O WC FD ST S
WE ET ER
R LA N)
V UP HB
FC
O
UP
N.
26°
14'
E., SH WC
N. 21. O
26° 26M
14' FD LA WH
E., WC V
21 FD
.26 FC
FC
O 2. 69M
M O ., 1
46' W
69M 63°
, 12. N.
6' W. HB
6 3°4
N.

4 N. 19°10' W., 4.27M 3

4 N. 19°10' W., 4.27M 3

SANITARY ISOMETRIC LAYOUT WATERLINE ISOMETRIC LAYOUT

DESIGN PROFESSIONAL: OWNERSHIP OF PLANS, SPECIFICATIONS, DESIGN PROFESSIONAL: PROJECT TITLE: OWNER: DETAILS: SHEET NO.:
CAD DATE
AND OTHER CONTRACT DOCUMENTS. PROPOSED TWO-STOREY
AIKA SHIMOZAWA DRAWINGS, SPECIFICATIONS, ANALYSES, OTHER CONTRACT
NEIL DOMINIC V. VERALLO RESIDENTIAL BUILDING JAN JAPAN TRADING GROUP
P-05
DOCUMENTS DULY SIGNED, STAMPED OR SEALED, AS
ARCHITECT INSTRUMENTS OF SERVICE, AND REPRODUCTION THEREOF, ARE
THE INTELLECTUAL PROPERTY AND DOCUMENTS OF THE
MASTER PLUMBER
LOCATION: CORPORATION
UNDERSIGNED PROFESSIONAL AND SHALL BE USED ONLY FOR SHEET CONTENTS:
P.R.C. No.: 0049915 TIN: 736-309-096 THE SPECIFIC PROJECT COVERED BY THE AGREEMENT BETWEEN P.R.C. No.: 0013172 TIN: 763-424-941-000 Blk 7, Lot 11, Sarangani St. cor. Balabac St., Villa Josefina MS. CHENNEN RAMOS FRENDO
THE CLIENT AND THE PROFESSIONAL WHETHER THE OBJECT FOR
B 10 L05, Villena St., Las Terrazas Subd., Maa, Davao City, Philippines 8000 P.T.R. No.: 9477458C Date Issued: 01-11-24 P.T.R. No.: 9477459 Date Issued: 01-11-2024 Secretary
(082) 227 5001 | info@constantintegratedph.com | www.constantintegratedph.com WHICH THEY ARE MADE IS EXECUTED OR NOT. Resort Village, Davao City, Davao del Sur
1

LEGEND
RD WATER DISTRIBUTION SYSTEM
M
' E.
, 15
.74 PIPING
5
. 6 0°4
S RD

SL
O S.
PE
DO
26°
W 12'
N G W.
U
, 23
SL
OP .43
ED
T M
RD OW T
N ER
DR
SL
G OP
ED
U
RD SL
OP
OW
T
ED N
RD T OW RD
E N
R

SL
OP
ED
SL OW
OP N RD
ED
N.
OW 2
N
26°
14' RD
E., G
U
21. T SL
OP
26M T
E RD ED
R OW
G N
U
RD M
T
.69
T
, 12
1
1 E
' W.
°46
R
2 3
. 6
S. 26°12' W., 23.43M N
RD RD

RD
RD RD G U T T E R RD RD
.7 4M N. 19°10' W., 4.27M
15 4 3
5' E.,
60°4
S.

TD S.

SLOPE DOWN SLOPE DOWN SLOPE DOWN


02 26
°12
'W
SANITARY & STORM DRAINGE
., 2
3.4 SYSTEM PIPING

N. 63°46' W., 12.69M


3M
TD
02
S. 60°45' E., 15.74M

SLOPE DOWN SLOPE DOWN SLOPE DOWN


DS
DS DN 2
.
N.
26
SLOPE DOWN °14
'E
., 2
G U T T E R RD G U T T E R 1.2
RD RD RD RD 6M
M
RD RD DS
DS
2 .69
DS 1 ., 1
DS 6 'W
TD 63°4
3 01 N.

M
G U T T E R
RD

.27
RD

., 4
W
0'
°1
19
M
.74
N.

15 4 N. 19°10' W., 4.27M 3


' E.,
°45
N. 26°14' E., 21.26M S . 60

5 4 TD S.
TD 02 26°
02 1 2' W
., 2
3.4
3M
TD
02

ROOF STORM DRAINAGE PLAN


TV

R
(3. CS C
95 IS
CU TER
.M N
TD UP .)
DR TO M 01
LINAINA AIN
E GE TD
01
IN E
MA AG
2
TO RAININE
D L
N.
26 °14
' E. TD
, 21 01
.26 DR TO M
LINAINA AIN
M E GE

9M
TD ,12.6
TD 02 W.
DR TO M 01 ° 46'
. 63
LINAINA AIN
E GE
N

TD
02

STORM DRAINAGE ISOMETRIC LAYOUT


TO MAIN

4 N. 19°10' W., 4.27M


DRAINAGE
LINE
3

DESIGN PROFESSIONAL: OWNERSHIP OF PLANS, SPECIFICATIONS, DESIGN PROFESSIONAL: PROJECT TITLE: OWNER: DETAILS: SHEET NO.:
CAD DATE
AND OTHER CONTRACT DOCUMENTS. PROPOSED TWO-STOREY
AIKA SHIMOZAWA DRAWINGS, SPECIFICATIONS, ANALYSES, OTHER CONTRACT
NEIL DOMINIC V. VERALLO RESIDENTIAL BUILDING JAN JAPAN TRADING GROUP
P-06
DOCUMENTS DULY SIGNED, STAMPED OR SEALED, AS
ARCHITECT INSTRUMENTS OF SERVICE, AND REPRODUCTION THEREOF, ARE
THE INTELLECTUAL PROPERTY AND DOCUMENTS OF THE
MASTER PLUMBER
LOCATION: CORPORATION
UNDERSIGNED PROFESSIONAL AND SHALL BE USED ONLY FOR SHEET CONTENTS:
P.R.C. No.: 0049915 TIN: 736-309-096 THE SPECIFIC PROJECT COVERED BY THE AGREEMENT BETWEEN P.R.C. No.: 0013172 TIN: 763-424-941-000 Blk 7, Lot 11, Sarangani St. cor. Balabac St., Villa Josefina MS. CHENNEN RAMOS FRENDO
THE CLIENT AND THE PROFESSIONAL WHETHER THE OBJECT FOR
B 10 L05, Villena St., Las Terrazas Subd., Maa, Davao City, Philippines 8000 P.T.R. No.: 9477458C Date Issued: 01-11-24 P.T.R. No.: 9477459 Date Issued: 01-11-2024 Secretary
(082) 227 5001 | info@constantintegratedph.com | www.constantintegratedph.com WHICH THEY ARE MADE IS EXECUTED OR NOT. Resort Village, Davao City, Davao del Sur

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