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TABLE OF CONTENTS OC
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ARCHITECTURAL:

A-1 PERSPECTIVE
VICINITY MAP CITY / MUNICIPALITY
SITE DEVELOPMENT PLAN

LAND USE AND ZONING:

A-2 C.R. FLOOR PLAN LAYOUT
FRONT ELEVATION-CR
REAR ELEVATION-CR

A-3 LEFT ELEVATION-CR

RIGHT ELEVATION-CR
ROOFING PLAN-CR
LINE AND GRADE:
CROSS SECTION-M CR
CROSS SECTION-F CR
LONGITUDINAL SECTION-CR

1 PERSPECTIVE A-4 KITCHEN PLAN LAYOUT

A1 FRONT ELEVATION-KITCHEN
LEFT ELEVATION-KITCHEN
ARCHITECTURAL:
RIGHT ELEVATION-KITCHEN

N A-5 REAR ELEVATION-KITCHEN

THISSITE CAINGLET
ROOF PLAN-KITCHEN

PRIMARY CAINGLET LOT1C-2- CROSS SECTION-A

SCHOOL BRGY.
HALL PSD03038350 CROSS SECTION-B
CAINGLET AVE.

DOOR AND WINDOWS

STRUCTURAL:
N 98º23' E,
STRUCTURAL:

S 0º37' E,
34.27m

5.00m

EXISTINGROAD
S-1 GENERAL NOTES

PSD09038350
S-2 FOUNDATION PLAN-CR
SAM'S

LOT1C

N 38º W,
ROOF TRUSS PLAN-CR

19.90m
PORTO INOF

-7-
CUISINE
LOT1C
-1-A
- ROOF BEAM PLAN-CR

AND
SANITARY:
LOT1C
-1-B
-

S 0º37' E,
S-3 FOUNDATION PLAN-KITCHEN

18.71m
ARCEDE ROOF BEAM PLAN-KITCHEN
ORNAMENTAL
FISH ROOF TRUSS PLAN-KITCHEN

PUNT
A DR N 81º16' S-4 FOOTING & COLUMN DETAILS
E,20.31m N 81º16'
W, WALL FOOTING DETAILS
14.42m
CAINGLET AVE.

PUBLC
ILAND PLUMBING: ELECTRICAL:

P-1 PLUMBING PLAN LAYOUT-CR

PLUMBING PLAN LAYOUT-KIT.

P-2 STANDARD PIPE CONNECTIONS

SEPTIC TANK DETAILS

MECHANICAL:

2 VICINITY MAP 3 SITE DEVELOPMENT PLAN

A1 A1

PROJECT TITLE AND LOCATION: PROJECT OWNER: DESIGNED BY: SHEET CONTENTS: SHEET NO.
ENGR. RUSTAM JOLIGON
CIVIL ENGINEER CADD BY: ARCHITECTURAL
CONSTRUCTION OF MALE & FEMALE
178044 739 533 658 CR AND KITCHEN
KCCF-PCGAMI
CHECKED BY:
PERSPECTV
IS
ET
,IEDEVELOPMENTPLAN,
A-1
BRGY CAINGLET, KABASALAN, ZAMBOANGA BRGY CAINGLET, KABASALAN, ZAMBOANGA VCIN
ITIYMAP
7-08-2024 SIBUGAY, ZAMBOANGA PENINSULA
DATE :
SIBUGAY, ZAMBOANGA PENINSULA
 A B C
8000

1000 3000 3000 1000

300
TOP OF FIREWALL

650
TOP OF ROOF BEAM

A B C CEILING LINE

3750
8000

2500
1000 3000 3000 1000
GROUND FFL

200
PROPERTY LINE NGL

100
W W
1 1
6 2 FRONT ELEVATION-CR
FEMALE CR

MALE CR
A 3 A2
3000

W W
1 1
4500

W W C B A
1 1
8000
2 D D 1000 6000 1000

300
1 1
1500

TOP OF FIREWALL

650
TOP OF ROOF BEAM
CEILING LINE

5 4

3750

2500
A 3 A 3

GROUND FFL

200
NGL

1 COMFORT ROOM FLOOR PLAN LAYOUT

100
A2 SCALE: 1:75M.

3 REAR ELEVATION-CR
A2

PROJECT TITLE AND LOCATION: PROJECT OWNER: DESIGNED BY: SHEET CONTENTS: SHEET NO.
ENGR. RUSTAM JOLIGON
CIVIL ENGINEER CADD BY: ARCHITECTURAL
CONSTRUCTION OF MALE & FEMALE
178044 739 533 658 CR AND KITCHEN
KCCF-PCGAMI
CHECKED BY: COMFORTROOMFLOORPLANLAYOUT,
FRONTELEVATOINC
-R,
A-2
BRGY CAINGLET, KABASALAN, ZAMBOANGA BRGY CAINGLET, KABASALAN, ZAMBOANGA REARELEVATO
INC
-R
7-08-2024 SIBUGAY, ZAMBOANGA PENINSULA
DATE :
SIBUGAY, ZAMBOANGA PENINSULA
 A B C
8000

1000 3000 3000 1000

1 2 2 1

300
300

PROPERTY LINE
TOP OF FIREWALL TOP OF FIREWALL 1

650
650

TOP OF ROOF BEAM TOP OF ROOF BEAM

CEILING LINE CEILING LINE

3750

4500
2500
2500

ROOFN
IGSHEETGA
#2.4
2
GROUND FFL GROUND FFL

200
200

NGL NGL

100
100

3000 1500 1500 3000

250
4500 4500
7000

1 LEFT ELEVATION-CR 2 RIGHT ELEVATION-CR 3 ROOFING PLAN-CR

A3 SCALE: 1:100M. A3 SCALE: 1:100M. A3

1 2 2 1 A B C
300

300

8000

1000 3000 3000 1000

300
650

650

SEE ROOF DETAIL SEE ROOF DETAIL

TOP OF FIREWALL
3750

3750

650
SEE ROOF DETAIL TOP OF ROOF BEAM
975 975 975
2500

2500

CEILING LINE
975 975 975

3750

2500
200

200
100

100

GROUND FFL
3000 1500 1500 3000

200
NGL
4500 4500

100
4 CROSS SECTION-M CR 5 CROSS SECTION-F CR 6 LONGITUDINAL SECTION-CR
A3 SCALE: 1:100M. A3 SCALE: 1:100M. A3 SCALE: 1:100M.

PROJECT TITLE AND LOCATION: PROJECT OWNER: DESIGNED BY: SHEET CONTENTS: SHEET NO.
ENGR. RUSTAM JOLIGON
CIVIL ENGINEER CADD BY: ARCHITECTURAL
CONSTRUCTION OF MALE & FEMALE
178044 739 533 658 CR AND KITCHEN
KCCF-PCGAMI
CHECKED BY: LEFTELEVATO
PLANC-R
INC
-RR,G
IHTELEVATO
C,ROSSSECTOINM-CR
INCRR ,OOFN
C,ROSSSECTO
IG
INF
-
A-3
BRGY CAINGLET, KABASALAN, ZAMBOANGA BRGY CAINGLET, KABASALAN, ZAMBOANGA CRLO
, NGTIUDN
IALSECTO
INC
-R
7-08-2024 SIBUGAY, ZAMBOANGA PENINSULA
DATE :
SIBUGAY, ZAMBOANGA PENINSULA
 A 3
B
4000 A 5 A B
1315 2685
4000

1200 2800
PROPERTY LINE

300
1
TOP OF FIREWALL
4

650
TOP OF ROOF BEAM
KITCHEN A 5
CEILING LINE
4000

3885

3550
2500
Y LINE
2000

1200

PROPERT
Ref. GROUND FFL
2

100
W NGL
2

1 KITCHEN PLAN LAYOUT 2 FRONT ELEVATION-KITCHEN

A4 SCALE: 1:75M. A4 SCALE: 1:75M.

1 2 2 1
300

300
TOP OF FIREWALL TOP OF FIREWALL

650
650

TOP OF ROOF BEAM TOP OF ROOF BEAM

CEILING LINE CEILING LINE

3550
3550
2500

2500
GROUND FFL GROUND FFL
100

100
NGL NGL

3 LEFT ELEVATION-KITCHEN 4 RIGHT ELEVATION-KITCHEN

A4 SCALE: 1:75M. A4 SCALE: 1:75M.

PROJECT TITLE AND LOCATION: PROJECT OWNER: DESIGNED BY: SHEET CONTENTS: SHEET NO.
ENGR. RUSTAM JOLIGON
CIVIL ENGINEER CADD BY: ARCHITECTURAL
CONSTRUCTION OF MALE & FEMALE
178044 739 533 658 CR AND KITCHEN
KCCF-PCGAMI
CHECKED BY: KTICHENPLANLAYOUT
F,RONTELEVATOINK
LEFTELEVATO
-TICHEN,
INK
-TICHEN
R,G
IHT
A-4
BRGY CAINGLET, KABASALAN, ZAMBOANGA BRGY CAINGLET, KABASALAN, ZAMBOANGA ELEVATOINK
-TICHEN
7-08-2024 SIBUGAY, ZAMBOANGA PENINSULA
DATE :
SIBUGAY, ZAMBOANGA PENINSULA
 DOORS SCHEDULE

4000

800
PLAN

B A 1315 2685
50 50
900
4000 PROPERTY LINE

2800 1200
300 900

TOP OF FIREWALL

4000

3885
650

TOP OF ROOF BEAM

4500
CEILING LINE ELEVATION

2100
LINE
ROOFN
IGSHEETGA
#2.4
3550

PROPERTY
2500

500

500
GROUND FFL
DESIGNATION D
100

1
NGL
NO. OF SETS 2 SET
1200 2800
LOCATION C.R. ENTRANCE
4000
MATERIAL SOLID PANEL DOOR W/ 2"X4"
DESCRIPTION MAHOGANY WOOD JAMB &
DOOR KNOB SET

WINDOWS SCHEDULE
1 REAR ELEVATION-KITCHEN 2 ROOF PLAN-KITCHEN
A5 SCALE: 1:100M. A5 SCALE: 1:100M. PLAN 500
420 590
1200
590

A B
500
4000 420 1200

1 2 1200 2800
590 590

500
300

300

1200
ELEVATION
650

650
SEE ROOF DETAIL

1800

900
3550

3550
F. FLOOR LINE F. FLOOR LINE
2500

2500
DESIGNATION W W
1 2
NO. OF SETS
6 SET 1 SET

LOCATION TOILET MALE & FEMALE KITCHEN

100

100

MATERIAL CASEMENT WINDOW W/ 6MM SLIDING WINDOW W/ 6MM THK

DESCRIPTION THK. CLEAR CLASS ON ANALOK CLEAR GLASS ON ANALOK
FRAMING FRAMING

3 CROSS SECTION-A 4 CROSS SECTION-B

A5 SCALE: 1:100M. A5 SCALE: 1:100M. 5 DOOR AND WINDOWS
A5 N. T. S.

PROJECT TITLE AND LOCATION: PROJECT OWNER: DESIGNED BY: SHEET CONTENTS: SHEET NO.
ENGR. RUSTAM JOLIGON
CIVIL ENGINEER CADD BY: ARCHITECTURAL
CONSTRUCTION OF MALE & FEMALE
178044 739 533 658 CR AND KITCHEN
KCCF-PCGAMI
CHECKED BY:
PLANK
-TICHENC
REARELEVATO
,ROSSSECTO
INA
INK
-TICHEN
-C,ROSSSECTOINB
-,
R,OOF A-5
BRGY CAINGLET, KABASALAN, ZAMBOANGA BRGY CAINGLET, KABASALAN, ZAMBOANGA DOOR&WN IDOWS
7-08-2024 SIBUGAY, ZAMBOANGA PENINSULA
DATE :
SIBUGAY, ZAMBOANGA PENINSULA
GENERAL: REINFORCING STEEL:
1.ALL DIMENSIONS ARE IN MILLIMETERS UNLESS NOTED OTHERWISE. 1.STEEL REINFORCEMENT SHALL BE GRADE 230 IN ACCORDANCE WITH PNS STRUCTURAL NOTES
49.
2.DO NOT SCALE DRAWINGS. ALL DIMENSIONS SHOULD BE READ OR
COMPUTED. ANY DISCREPANCIES FOUND ON THE WRITTEN DIMENSIONS 2.UNLESS APPROVED BY THE ENGINEER, WELDING OF REINFORCING BARS
SHOULD BE RAISED TO THE ATTENTION OF THE ENGINEER PRIOR TO SHALL NOT BE PERMITTED. 8.TABLE OF LAP SPLICES
EXECUTION OF THE WORK.
3.REINFORCING STEEL BARS MUST BE FREE FROM OIL, GREASE, LOOSE RUST, PARAMETERS
AT LEAST 200mm AT LEAST 200mm
3.ALL DRAWINGS SHOULD BE READ IN CONJUNCTION WITH THE PROJECT LOOSE MILL SACK OR OTHER HARMFUL MATTER IMMEDIATELY BEFORE fc'=20.7 MPa fy=230 MPa
SPECIFICATIONS & OTHER PROJECT DOCUMENTS. POURING CONCRETE. BAR DIAMETER STANDARD TENSION SPLICE LENGTH (mm)*
A
(mm) HOOK (mm),ldh CLASS "A" CLASS "B"
- - LINTEL BEAM
4.LAP SPLICE SHALL COMPLY WITH ACI-318M-14 AND NSCP C101-15.
EARTHWORKS: 10 160 300 400
12 200 300 400
5.THE MINIMUM CLEAR COVER FOR REINFORCEMENTS SHALL BE AS
1.UNLESS NOTED OTHERWISE ALL FILL MATERIALS SHOULD BE SELECTED 16 260 400 520
FOLLOWS, UNLESS OTHERWISE SHOWN ON THE DRAWINGS:
FROM COMMONLY EXCAVATED MATERIAL WHICH ARE FREE FROM 20 320 500 650 B WINDOW
OPENING
ORGANIC AND HAZARDOUS MATERIALS AND GENERAL DEBRIS,FILL STRUCTURAL ELEMENTS CONCRETE COVER,mm 25 400 750 975 - -
MATERIALS SHALL BE INERT WELL GRADED AND GRANULAR MATERIAL WITH 28 450 840 1100
A MAXIMUM SIZE NOT EXCEEDING 75mm. FOOTING 75
* For top bars (more than 300mm of concrete placed below the
GROUND SLAB 40 horizontal reinforcement) multiply the above values by 1.3 FFL
FOUNDATION: SUSPENDED SLAB 20 C
9.FORMWORKS REMOVAL
1.IN ABSENCE OF SOIL INVESTIGATION REPORT, AND IN ACCORDNACE BEAMS STIRRUPS &
- -
40
WITH SECTION 304.2 OF NSCP 2015, THE ALLOWABLE BEARING CAPACITY COLUMN TIES MINIMUM TIME REQUIRED
STRUCTURAL ELEMENTS
USED FOR FOUNDATION IS 100 kPa. CONCRETE EXPOSED BEFORE REMOVAL
TO EARTH BUT POURED 50 1200>W<3400mm
FOOTING 24 HRS
2.UNIT WEIGHT OF SOIL CONSIDERED IS 18 kN/m3. AGAINST FORMS
SUSPENDED SLAB 21* DAYS CHB"t"
CONCRETE POURED
3.THE CONTRACTOR SHALL NOTIFY THE ENGINEER AFTER FOOTING DIRECTLY TO EARTH
75
COLUMNS 48 HRS
EXCAVATION HAVE BEEN COMPLETED TO CONFIRM THE DESIGN SOIL
BEARING CAPACITY. 6.STANDARD HOOKS: BEAMS SOFFIT FORMS 21* DAYS
CHB VERTICAL
REINFORCEMENT
BEND STRAIGHT
CONCRETE: TYPE OF STANDARD HOOK BAR SIZE,d
DIAMETER,D EXTENSION, lext
BEAMS SIDE FORMS 24 HRS
2 - 12mmØ

250 (min)
*IT CAN BE REMOVED AFTER A MINIMUM OF14 DAYS IF
3.THE CONCRETE DESIGN AND CONSTRUCTION WORKS ARE IN 90 DEGREE HOOK APPROVED BY THE ENGINEER
Ø10mm to Ø25mm 6d
ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE (ACI 318M-14) Point at which 10mmØ STIRRUPS
AND THE NATIONAL STRUCTURAL CODE OF THE PHILIPPINES (NSCP bar is developed MASONRY: AT 300mm ON CENTER

d
Ø28mm to Ø36mm 8d 12d
C101-15).
SCHEDULE OF STRUCT'L. CONCRETE D W<1200mm

lext
HORIZONTAL
VERTICALREINFORCEMENT
REINFORCEMENT
AT 28 DAYS COMPRESSIVE STRENGTH Ø40mm & Ø58mm 10d CHB"t"
GROUTED CELL
28-DAYS COMPRESSIVE
180 DEGREE HOOK HORIZONTAL
STRUCTURAL ELEMENTS STRENGTH (fc') Ø10mm to Ø25mm 6d SPACING
Point at which
FOOTING 3,000psi (20.70 MPa)
bar is developed

t(mm)
LARGER OF 4d & CHB VERTICAL
d

Ø28mm to Ø36mm 8d REINFORCEMENT

BEAMS, COLUMNS & 3,000psi (20.70 MPa) 65mm
SUSPENDED SLAB D

200(min)
SLAB ON FILL, RET. lext Ø40mm & Ø58mm 10d 1-12mmØ
WALLS, CONC. FOR 2,500 psi (17.24 MPa)
FENCE, LINTEL BEAMS SCHEDULE OF MASONRY WALL
& LINTEL COLUMNS
LEAN CONC. 1,500 psi (10.34 MPa)
7.STIRRUP & TIE HOOKS: REINFORCEMENT
t GROUTED
BEND STRAIGHT (mm)
HORIZONTAL VERTICAL
CELL
SECTION A
2.AGGREGATES SHALL BE CHEMICALLY INERT, STRONG, HARD AND TYPE OF STANDARD HOOK BAR SIZE,d DIA. SPACING DIA. SPACING
DIAMETER,D EXTENSION, lext
DURABLE, AND OF LIMITED POROSITY AND FREE FROM ADHERING 150 10 EVERY 3 LAYERS 10 600mm ALL CELLS
90 DEGREE HOOK LARGER OF 4d & 100 10 EVERY 3 LAYERS 10 600mm ALL CELLS
COATINGS AND ORGANIC OR OTHER IMPURITIES THAT MAY CAUSE Ø10mm to Ø16mm 4d 1 - 16mmØ
HORIZONTAL CHB
75mm
CORROSION OF THE REINFORCEMENT OR MAY IMPAIR THE STRENGTH AND
d

REINFORCEMENT
TYPICAL DOOR/WINDOW CHB"t"
DURABILITY OF THE CONCRETE. D OPENING & LINTEL BEAM DETAIL
lext

Ø20mm to Ø25mm 6d 12d

SCHEDULE OF CONCRETE AGGREGATES AT LEAST 200mm AT LEAST 200mm 150
W(mm)
ITEMS AGGREGATE SIZE
FOOTING 19mm (3/4 in) 135 DEGREE HOOK
SLABS, BEAMS, COLUMNS, OTHERS 19mm (3/4 in) Ø10mm to Ø16mm 4d A SECTION B
d

SLAB ON GRADE 25mm (1 in) LARGER OF 6d & - - LINTEL BEAM

D
75mm
3.WATER FOR MIXING SHALL BE CLEAN AND FREE FROM OIL, ALKALIS, ex
t Ø20mm to Ø25mm 6d
VARIES
l

ACIDS, ORGANIC MATERIALS WHICH MIGHT AFFECT THE PROPERTIES OF 1 - 16mmØ

CONCRETE AND STEEL. CONTINIOUS CHB
180 DEGREE HOOK VERTICAL
4.ALL CONCRETE SHALL BE KEPT MOIST FOR A MINIMUM OF SEVEN (7) DAYS Ø10mm to Ø16mm 4d
REINFORCEMENT
IMMEDIATELY AFTER POURING BY USING WET BURLAP, FOG SPRAYING OR
d

DOOR
LARGER OF 6d & OPENING
OTHER APPROVED METHOD. D 65mm B CHB"t"
lext Ø20mm to Ø25mm
5.TESTING OF CONCRETE SHALL CONSIST OF COMPRESSIVE TESTS OF 6d - -
MOLDED CONCRETE CYLINDERS FOR STRENGTH AND SLUMP TESTS FOR SECTION C
CONSISTENCY. FFL

PROJECT TITLE AND LOCATION: PROJECT OWNER: DESIGNED BY: SHEET CONTENTS: SHEET NO.
ENGR. RUSTAM JOLIGON
CIVIL ENGINEER CADD BY: STRUCTURAL
CONSTRUCTION OF MALE & FEMALE
178044 739 533 658 CR AND KITCHEN
KCCF-PCGAMI
CHECKED BY: STRUCTURALGENERALNOTES S-1
7-08-2024 BRGY CAINGLET, KABASALAN, ZAMBOANGA BRGY CAINGLET, KABASALAN, ZAMBOANGA
SIBUGAY, ZAMBOANGA PENINSULA
DATE :
SIBUGAY, ZAMBOANGA PENINSULA
 A B C A B C
8000 8000
1000 3000 3000 1000 1000 3000 3000 1000

WF-2 WF-2 1
1
F2C1 F2C1 F2C1

TRUSS 1

TRUSS 1

TRUSS 1
1745

3000
WF-1
3000

WF-1
WF-1

4500
WF-1 WF-1 2
2

1500
F1C1 F1C1 F1C1

0
1.0MTH.K C.ONCRETESLAB
W TIH 10mmØ RENF
B.ARS

250
@ 0
4.0MO .C
.BOTHWAYS

500 3000 3000 500

1 FOUNDATION PLAN-CR 2 ROOF TRUSS PLAN-CR

S2 SCALE: 1:75M. S2 SCALE: 1:75M.

6000
SCHEDULE OF COLUMNS
3000 3000 DIMENSION REINFORCEMENT
B-1 B-1 LEVEL MARK SECTION TIES
B H MAIN BAR
DIAMETER SET

GROUND H
C1 230 230 4-16mm Ø 10mmØ 1
FLOOR
3000

B
B-1

B-1

B-1

B-1 B-1
SCHEDULE OF COLUMN FOOTINGS
DIMENSIONS REINFORCEMENTS
MARK WIDTH LENGTH THICK. DEPTH BOTTOM BARS REMARKS
(W) (L) (T) (D) ALONG "W" ALONG "L"
3 ROOF BEAM PLAN-CR F1 800 800 200 1000 7-16Ø 7-16Ø ISOLATED FOOTING
F2 800 800 200 1000 7-16Ø 7-12Ø ECCENTRIC FOOTING
S2 SCALE: 1:75M.

PROJECT TITLE AND LOCATION: PROJECT OWNER: DESIGNED BY: SHEET CONTENTS: SHEET NO.
ENGR. RUSTAM JOLIGON
CIVIL ENGINEER CADD BY: STRUCTURAL
CONSTRUCTION OF MALE & FEMALE
178044 739 533 658 CR AND KITCHEN
KCCF-PCGAMI
CHECKED BY: FOUNDATOINPLANC
-R,
ROOFTRUSSPLANC
-R
S-2
7-08-2024 BRGY CAINGLET, KABASALAN, ZAMBOANGA BRGY CAINGLET, KABASALAN, ZAMBOANGA ROOFBEAMPLANC-R
SIBUGAY, ZAMBOANGA PENINSULA
DATE :
SIBUGAY, ZAMBOANGA PENINSULA
 A B A B
2685
4000
4000
B-1
1315 2685
1315 2685

1
WF-2
1

4000

B-1
F2C1 F2C1

TRUSS 1

TRUSS 1
.ARS
SLAB

4000
.BOTHWAYS

3885
B
C.ONCRETE
RENF
4000

4500
WF-1

10mmØ
O .C
.K

4.0M
TH
TIH
1.0M

@ 0
W
B-1

0
2000

WF-1

2800

WF-1
2

500

500
2 F1C1 F1C1

1200 2800 1200 2800

2 ROOF BEAM PLAN-KITCHEN

250
4000 4000
S3 SCALE: 1:75M.

1 FOUNDATION PLAN-KITCHEN
S3 SCALE: 1:75M. 3 ROOF TRUSS PLAN-KITCHEN
S3 SCALE: 1:75M.

4 BEAM DETAILS
S3 N. T. S.
B-1
L/4 L/2 L/4

10mmØSTRI RUPS 200 200

SPACE@3-503,-1003,-150
2-16mm Ø 2-16mm Ø
REST200mm REBARS (TOPBARS)
REBARS (TOPBARS)
2-16mm Ø 2-16mm Ø

300

300
REBARS (BOTTONBARS) REBARS (BOTTONBARS)

SUPPORT MID-SPAN

PROJECT TITLE AND LOCATION: PROJECT OWNER: DESIGNED BY: SHEET CONTENTS: SHEET NO.
ENGR. RUSTAM JOLIGON
CIVIL ENGINEER CADD BY: STRUCTURAL
CONSTRUCTION OF MALE & FEMALE
178044 739 533 658 CR AND KITCHEN
KCCF-PCGAMI
CHECKED BY: FOUNDATO INPLANK
ROOFBEAMPLANK
-TICHEN
-TICHEN,
S-3
7-08-2024 BRGY CAINGLET, KABASALAN, ZAMBOANGA BRGY CAINGLET, KABASALAN, ZAMBOANGA ROOFTRUSSPLANK
-TICHEN
B,EAMDETALIS
SIBUGAY, ZAMBOANGA PENINSULA
DATE :
SIBUGAY, ZAMBOANGA PENINSULA
 800 4-16mmØ COLUMN BARS
10mmØLATERALTE IS
285 230 285 SPACE@3-503,-1003,-150
REST200mm
NATURAL GROUND LINE
285

250
7-16mmØ FOOTING BARS

800
ON BOTHWAYS
800

230

at .60m O.C. Horizontal at .60m O.C. Horizontal

4-16mmØ COLUMN BARS 10mm Ø Vertical Bars 10mm Ø Vertical Bars

200
285

10mmØLATERALTE IS Bars at Every 3 Layers Bars at Every 3 Layers

GRAVEL BEDDING 100mm THK
SPACE@3-503,-1003,-150
REST200mm
F1C1

100
SECTION F1C1

NATURAL GROUND LINE NATURAL GROUND LINE

3-12mm Ø REBARS 3-12mm Ø REBARS

400

400
4-16mmØ COLUMN BARS
800
10mmØLATERALTE IS PLAN
SPACE@3-503,-1003,-150

100 200

100 200
230 570
REST200mm
NATURAL GROUND LINE
285

WF-1 WF-2
7-16mmØ FOOTING BARS
800

ON BOTHWAYS
800

230

4-16mmØ COLUMN BARS

SECTION
200
285

10mmØLATERALTE IS
GRAVEL BEDDING 100mm THK
SPACE@3-503,-1003,-150
REST200mm
F2C1
100

SECTION F2C1

3 WALL FOOTING DETAILS

S3 N. T. S.

2 FOOTING AND COLUMN DETAILS

S2 N. T. S.

PROJECT TITLE AND LOCATION: PROJECT OWNER: DESIGNED BY: SHEET CONTENTS: SHEET NO.
ENGR. RUSTAM JOLIGON
CIVIL ENGINEER CADD BY: STRUCTURAL
CONSTRUCTION OF MALE & FEMALE
178044 739 533 658 CR AND KITCHEN
KCCF-PCGAMI
CHECKED BY: FOOTN
IGANDCOLUMNDETALIS
W
, ALLFOOTN
IG
DETALIS
S-4
7-08-2024 BRGY CAINGLET, KABASALAN, ZAMBOANGA BRGY CAINGLET, KABASALAN, ZAMBOANGA
SIBUGAY, ZAMBOANGA PENINSULA
DATE :
SIBUGAY, ZAMBOANGA PENINSULA
GENERAL NOTES: A B C
1. ALL PLUMBING WORKS INCLUDED HEREIN SHALL BE EXECUTED ACCORDING TO THE
PROVISIONS OF THE PHILIPPINE PLUMBING CODE, THE NATIONAL BUILDING CODE
& THE RULES AND REGULATIONS OF THE PROVINCE.
2. COORDINATE THE DRAWING WITH OTHER RELATED DRAWINGS AND SPECIFICATIONS. 1
THE ENGINEER/ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCY
FOUND THEREIN. D
TO
P
N
R
EØ
P
A
VIG
C
"3E V
M
3. ALL PIPES SHALL BE INSTALLED AS INDICATED ON PLANS. ANY RELOCATIONS REQ'D. GV WM1/2"Ø PVC PIPE WATER LINE LAV. LAV. CONNECT TO KITCHEN
WC
FOR PROPER EXECUTION OF OTHER TRADES SHALL BE WITH PRIOR APPROVAL OF WC WC
THE ARCHITECT OR ENGINEER. CO
FD FD FD FD
CO
4. PROPOSED SANITARY UTILITIES SHALL CONFORM TO THE ACTUAL LOCATION, DEPTH LAV. LAV.
AND INVERT ELEVATION OF ALL EXISTING PIPES AND STRUCTURAL AS VERIFIED WC WC
BY THE CONTRACTOR. FD
5. ALL SLOPES FOR HORIZONTAL DRAINAGE SHALL MAINTAIN 1% UNLESS OTHERWISE FD

VIC
PEØ
P "3
MU MU

VIC
PEØ
P "3
SPECIFIED. V WC V
F
6. SIZES OF WATER SUPPLY PIPES TO FIXTURES SHALL BE IN ACCORDANCE WITH THE
MANUFACTURER'S INSTRUCTIONS.
2
7. THE CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES AT SITE. COORDINATE THE PEØ
P
VIC
"4 PEØ
P
VIC
"4
WORKS THE SEWER LINE EFFLUENT DISPOSAL POINT AND WATER LINE SERVICE
PRO
TA
SO
C
N
P
EK
Ø
P
V
TIC
"4
8. ALL WATER PIPE AND WATER TANKS SHALL BE THOROUGHLY FLUSHED AND DIS-
INDECTED WITH LIQUID CHLORINE OR HYPOCHLORITE SOLUTION.
9. ALL WATER PIPES SHALL BE HYDROSTATICALLY TESTED TO AT LEAST 1-1/2 OF THE
DESIGNED WORKING PRESSURE OF THE SYSTEM.
1 PLUMBING PLAN LAYOUT-CR
10. ALL SANITARY AND STORM DRAINAGE PIPES SHALL BE HYDROSTATISTACALLY P1
TESTED TO AT LEAST 3.0 M. HEAD TO ENSURE THAT THE SYSTEM ARE WATER TIGHT.
11. ALL PIPES DIMENSIONS REFER TO INSIDE DIAMETER.
A B

LEGEND : CONNECT TO WATER SOURCE 1/2"Ø PVC PIPE WATER LINE

SEWER LINE
WATER LINE
1
D
TO
P
N
R
EØ
P
A
VIG
C
"3E
WC WATER CLOSET
LAV. LAVATORY
VSTR V VENT STACK THRU ROOF KS
F FAUCET
FD FLOOR DRAIN
KS KITCHEN SINK KS

CO CLEAN OUT
ST SEPTIC TANK 2
GV GATE VALVE
WM M WATER METER
2 PLUMBING PLAN LAYOUT-KITCHEN
P1

PROJECT TITLE AND LOCATION: PROJECT OWNER: DESIGNED BY: SHEET CONTENTS: SHEET NO.

CADD BY: PLUMBING

CONSTRUCTION OF MALE & FEMALE
CR AND KITCHEN
KCCF-PCGAMI
CHECKED BY:
PLUMBN
IGGENERALNOTEP SL,UMBN IGPLAN
P-1
BRGY CAINGLET, KABASALAN, ZAMBOANGA BRGY CAINGLET, KABASALAN, ZAMBOANGA LAYOUTC
-R
P,LUMBN
IGPLANLAYOUTK -TICHEN
SIBUGAY, ZAMBOANGA PENINSULA
DATE :
SIBUGAY, ZAMBOANGA PENINSULA
 2000
0.50 5" THK. WALL
5" THK. WALL FLUSH TANK 1250
VARIES* 750
FAUCET VENT STACK
THRU ROOF
LAVATORY
1/2"Ø PPR WATER CLOSET
WATER PIPE
0.15

4" Ø PVC PIPE

0.10

1000
4"ØPVC MH 4"ØPVC
INLET MH OUTLET
SLAB STOP VALVE
STOP VALVE FINISH FLOOR LINE
0.85

0.60

4" Ø PVC PIPE 0.10M. THK. CONCRETE SLAB

LAVATORY 500
FITTINGS W/ 12mmØ BARS @ 0.20M. PLAN
1/2"Ø PPR O.C B.W
1/2"Ø PPR WATER PIPE
WATER PIPE
FINISH FLOOR LINE
CLEAN OUT
SEPTIC TANK
4" Ø PVC PIPE MH MH

4" Ø PVC PIPE

(TYPICAL DESIGN) LEACHING
(TYPICAL DESIGN) AIR SPACE
4"ØPVC WELL
LAVATORY DETAILS 1/2"Ø HOSE BIBB(BALL VALVE) WATER CLOSET DETAILS INLET

SLOPE
4"ØPVC
OUTLET

1500
CLAM 12mmØ HORZ. BARS BARS
@0.60M. O.C DIGESTIVE CHAMBER
1/2"Ø PPR WATER PIPE
HOSE
12mmØ VERT. BARS AT
EVERY THIRD LAYER OF 4" CHB
5" THK. WALL
GRAVEL
0.60

12mmØ BARS
@0.20M. O.C B.W
5" THK. WALL

200
1/2"Ø PPR WATER PIPE
(ABOVE GROUND)

1/2"Ø PPR WATER PIPE

NATURAL GRADE LINE

SECTION
1/2"Ø PPR WATER PIPE
(UNDER GROUND)

(TYPICAL DESIGN)

HOSE BIBB DETAILS

2 SEPTIC TANK DETAILS
P2

1 STANDARD PIPE CONNECTIONS

P2

PROJECT TITLE AND LOCATION: PROJECT OWNER: DESIGNED BY: SHEET CONTENTS: SHEET NO.

CADD BY: PLUMBING

CONSTRUCTION OF MALE & FEMALE
CR AND KITCHEN
KCCF-PCGAMI
CHECKED BY: STANDARDPPIECONNECTO
SEPTC
INS,
ITANKDETALIS
P-2
BRGY CAINGLET, KABASALAN, ZAMBOANGA BRGY CAINGLET, KABASALAN, ZAMBOANGA
SIBUGAY, ZAMBOANGA PENINSULA
DATE :
SIBUGAY, ZAMBOANGA PENINSULA