PERFORMANCE INNOVATIVE TASK

CE313: BUILDING SYSTEM DESIGN

NAME: JC SAR JUNE C. UMPAD

S E C T I O N : C E A _ C E _ 3 E

INSTRUCTOR: ENGR. WILLIE D. TAN JR.

 REPUBLIC OF THE PHILIPPINES
OFFICE OF THE BUILDING OFFICIAL
GINGOOG CITY

SAN ISIDRO

DAMAYOHAN

VILLAFELIPA

Y
KAUSWAGAN

CIT
BALINGOAN
LAND USE AND ZONING

N
UA
SAN ALONZO LAPINIG TULANG

T
MANTANGALI

BU
BAUK-BAUK MINTABON MAGSAYSAY

TO
BABANLAGAN
TALISAYAN KABUBUHAN
KABULAKAN SAN JOSE KABANTIAN
CALAMCAM
SINDANGAN TAGBOCBOC KIBUNGSOD
KABANGASAN MAGKARILA PUTING BALAS
BUGDANG
SILAD CAMPO MAPUA PANGPANGON
PANABOL
MANGA SAN VICENTE
BUKO STA. CRUZ
ESPERANSA SALUBSOB POOK STA. INES
SUGBONGCOGON SIBANTANG
KINOGUITAN KIRAGING
PUNTA SANTIAGO TIBONTIBON
SUMALAG DAHILIG MANDAHILAG
STA. CRUZ MIMBUAHAN
VIRAY CASIBULI ARTADI CABULAWAN
MABINI AMPIANGA PAHINDONG
PANABOL BINUANGAN
SUAREZ KITAMBIS MACOPA
KITAMBAN
TUP-ON
KIDAMPAS CANDIIS
MONSANGOT MINDULAO
VALDECONCHA
SAN ROQUE PORTULIN
DAMPIAS NABATAAN
KAULAYANAN GASA
SALAGSAG DUKA
DIG-AGUYAN TINAAN
AMPENICAN MEDINA BONOFACIO
YUNGOD MANANUM BAG-O
SARAY TAMBAGAN
INUBOLAN MANANUM DAAN TAMA
SAN JOSE CONSUELO ABUNDA
MATAMPA
MIMBULI SAN ISIDRO
SALAY RIVER 1
GUINILABAN MAANAS
BANGBANG PAG-ASA GUMABON

SALAY RIVER 11
ILI-ILIHON TALISAY KATIPUNAN
KIBUGING
ALIPUATON SAN LUIS MAHAYAHAY
SALAY

LOOC
TINAGAAN PANGASIHAN LINE AND GRADE
BUNAL AGAY-AYAN
BANTAAWAN ODIONGAN
BAYBAY
DAMPIL MALINAO
PIGSALUHAN ANAKAN
LUNAO
GASTON SAN JUAN DAAN LUNGSOD KAMANIKAN KALIPAY
TAGPAKO

CABULAWAN UMAGOS PUNONG MINSAPINIT

MIMBUNTONG MALIBUD
MARIBUCAO
SANTIAGO
LAGONGLONG BAKIDBAKID GINGOOG BAGUBAD SANGALAN
MURALLON TALON
MIMBUNGA SAN JOSE
BANGLAY BRGY.23
MANAOL
KAUSWAGAN KIANLAGAN
TINULONGAN TINABALAN

NAPALIRAN
MAMBAYAAN KIBANBAN
QUEZON LAWIT MIMBALAGON EUREKA
SAN MIGUEL DINAWEHAN
MANDANGOA KIPUNTOS BINAKALAN
CALAWAG SAMAY LIBERTAD
CAPITULANGAN
COGON SAN FRANCISCO KALAGONOY
SAN ISIDRO ALAGATAN LAWAAN
BALINGASAG
LINGANGAO BAL-ASON
DANSOLI RECORO
WATERFALL TALUSAN CAMUAYAN

ROSARIO LUNOTAN

BALIWAGAN BLANCO DUMARAIT HINDANGON

BINITINAN
THIS SITE
LINABU

HERMANO
SAN JUAN
ARCHITECTURAL
SAMAY

LOCATION PLAN
SCALE NDTS
PERSPECTIVE
SCALE NDTS
STRUCTURAL
5
E
7'
°4
55
N
TS
.1 7M
14

32
.28
LINE BEARING DISTANCE
° 47' E

SANITARY

MT
1-2 S 55°47' W 17 METERS
S N 10

S
2-3 N 34°13' W 29.46 METERS

S
4 MT

3
34
3-4 N 10°47' E 4 METERS

°1
04/05/2023 N 55°47' E 14.17 METERS

3'
E
5-1 S 34°13' E 32.28 METERS

SHEET CONTENT :
W
3'
°1

1 OF 5 PERSPECTIVE, LOCATION PLAN, LOT PLON ELECTRICAL

34
N
TS

1
M
.26
29

2 OF 5 FLOOR PLANS, ROOF PLAN, ELEVATIONS, SECTIONS, DOORS AND WINDOWS

17
MT
S
S
FOUNDATION PLAN, ROOF BEAM PLAN, F1C1 DETAIL, WF1 DETAIL, ROOF BEAM DETAIL, SLAB
LOT PLAN
55
°4
3 OF 5 DETAIL, CONSTRUCTION NOTES
7'
W

MECHANICAL
SCACE 1:200 MTRS.
PLUMBING LAY-OUT PLAN, LOCATION PLAN, ISOMETRIC LAY-OUT PLAN, SEPTIC VAULT DETAIL,
2 4 OF 5 SPECIFICATIONS, PLUMBING NOTES, KEY TO SYMBOLS

ELECTRICAL LAY-OUT PLAN, LOCATION PLAN, SCHEDULE OF LOADS, SINGLE LINE DIAGRAM,
5 OF 5 ELECTRICAL SYMBOLS, COMPUTATIONS, LEGEND, GENERAL SPECIFICATIONS

APPROVED :

BUILDING OFFICIAL
rtdesabille

SEAL DESIGNER PROPOSE PROJECT / LOCATION OWNER SHEET NO.

PRC NO.
JC SAR JUNE C. UMPAD CEASR P. UMPAD & JANETTE C. UMPAD
PTR NO. 1
CIVIL ENGINEER DATE ISSUED OWNER
5
PLACE ISSUED
 REPUBLIC OF THE PHILIPPINES
OFFICE OF THE BUILDING OFFICIAL
GINGOOG CITY

A
STRUCTURAL CONCRETE SLAB
ROOFING @ 0.10m. Thk.
1 2 3
52.69
39.51 G-26 G.I. SHEET
CORR. ROOFING
19.76 7.90 11.85
LAND USE AND ZONING
W3 W4 W4 6.35 6.35
DS DS
E

KITCHEN T&B LAUNDRY 9.88 6.35

D2 D4 D4 (see concrete slab detail)

19.76
34.30 34.30
W2 W2 9.88
DINING

SLOPE
19.06 19.06
B D B DS DS

LINE AND GRADE

BEDROOM

SLOPE = 3%
14.82 W1 W1 14.82

SLOPE 3%
2.54 1.27 1.27 2.54
61.74 61.74
D3 76.39 76.39
LIVING C
DS DS
AREA D3

14.82 W1 BEDROOM W1 14.82

FRONT ELEVATION
D1

W2 W1
B SCALE 1:100 METERS
DS DS

12.35 PORCH 12.35 ARCHITECTURAL

(see concrete slab detail)
A

DS DS 6.52 6.52
19.76 19.76

39.51 6.52 6.52

A 52.69

FLOOR PLAN 35.19 35.19

SCALE 1:100 METERS ROOF PLAN 19.55 19.55

STRUCTURAL

SCALE 1:100 METERS

2.61 1.30 1.30 2.61

1.00 0.90 0.80 0.60

REAR ELEVATION SANITARY

2.10
SCALE 1:100 METERS

CEMENT PLASTER
PAINTED FINISH
PANEL DOOR PANEL DOOR PANEL DOOR PVC DOOR
1 UNIT 1 UNIT 2 UNITS 2 UNITS
4.94 4.94 4.94 4.94

1.80 1.20 1.20 0.60 4.94 4.94 4.94 4.94 ELECTRICAL

26.67 26.67 26.67 26.67

0.60
14.82 14.82 14.82 14.82
1.20

GLASS JALOUSIE GLASS JALOUSIE

WINDOWS ON DOUBLE WINDOWS ON DOUBLE
CONTROL ALUMINUM CONTROL ALUMINUM
GLASS JALOUSIE GLASS JALOUSIE FRAME FRAME
1.98 1.98 1.98 1.98
WINDOWS ON DOUBLE WINDOWS ON DOUBLE 0.99 0.99
1 UNIT 2 UNITS
0.90 CONTROL ALUMINUM CONTROL ALUMINUM
FRAME FRAME
5 UNITS 3 UNITS
RIGHT-SIDE ELEVATION LEFT-SIDE ELEVATION MECHANICAL

SCALE 1:100 METERS SCALE 1:100 METERS

SCHEDULE OF DOORS & WINDOWS
SCALE 1:50METERS

APPROVED :

BUILDING OFFICIAL
rtdesabille

SEAL DESIGNER PROPOSE PROJECT / LOCATION OWNER SHEET NO.

PRC NO.
JC SAR JUNE C. UMPAD CEASR P. UMPAD & JANETTE C. UMPAD
PTR NO. 2
CIVIL ENGINEER DATE ISSUED OWNER
5
PLACE ISSUED
 REPUBLIC OF THE PHILIPPINES
OFFICE OF THE BUILDING OFFICIAL
GINGOOG CITY

39.22

19.61 19.61 1.15

39.22 0.45
0.25 0.45
LAND USE AND ZONING
8-12mmØ BED BARS SPACED
RB RB RB
19.61 7.84 11.76
RB RB
EQUALLY BOTHWAYS
F1C1 WF F1C1 WF WF F1C1 RB RB

0.45
WF WF
9.80
On Fill 0.25m +
0.10m Conc. Slab
On Fill 0.25m +
0.10m Conc. Slab
WF 19.61 RB RB RB 19.61

19.61 WF On Fill 0.30m +

0.10m Conc. Slab
WF WF 1.15 0.25
WF 8-12mm Ø VERTICAL REBARS
9.80 RB RB RB RB
F1C1 F1C1 F1C1
0.45 LINE AND GRADE
#10 MM. Ø RSB @ 0.30M. WF
BOTHWAYS , 0.10 M. THK. 14.71 RB RB RB 14.71
FLR. SLAB WF On Fill 0.30m +
14.71 WF WF 14.71
0.10m Conc. Slab 61.28 61.28 10mm Ø LATERAL TIES
SPACED @ 5-0.05m, 5-0.10m
61.28
F1C1 On Fill 0.30m +
F1C1
61.28
RB RB RB RB
F1C1 DETAIL 4-0.15m, REST 0.20m ON CENTER
0.10m Conc. Slab F1C1
WF SCALE NDTS
14.71 RB RB RB 14.71
8-12mm Ø VERTICAL REBARS
14.71 WF
On Fill 0.30m +
WF 0.10m Conc. Slab
WF 14.71
RB RB RB RB
F1C1 F1C1
WF F1C1 WF RB RB RB
12.26 12.26 ARCHITECTURAL
12.26 WF On Fill 0.10m +
WF 12.26 NATURAL GRADE LINE
0.10m Conc. Slab RB RB RB RB

RB RB RB
F1C1 WF F1C1 WF F1C1

19.61 19.61
19.61 19.61 1.10

39.22 1.50
39.22

FOUNDATION PLAN ROOF BEAM PLAN

0.40
SCALE 1:100 METERS SCALE 1:100 METERS STRUCTURAL

0.10m THK. GRAVEL

BASE COARSE
10mm REBARS @ 0.20M 4.07
L O.C. (OUTER STRIPS)
L

10mm REBARS @ 0.15M.

O.C. (CENTER STRIPS)
10 mm 1.00 1.00 4" THK. CHB WALL SANITARY
STIRRUPS @ PLASTER FINISH @ BOTHSIDES
5-0.05M O.C. FINISHED GROUND FLOOR LINE
5-0.10M O.C. C1 RB C1
REST @
0.15M O.C.
10 MM DIA. VERT
10mm EXTRA BARS REBARS SPACE AT 0.60M OC.
@ 0.15M. O.C. EARTH FILL
1.00
10 MM DIA. HORIZONTAL
REBARS SP. @ EVERY 3RD LAYER
NATURAL GRADE LINE
0.20 0.20

RB

MINIMUM
3-12mm 2-12mm ELECTRICAL
0.40
C1 0.30 0.30 C1 L
2-12mm 3-12mm
RB 0.60
10mm REBARS @ 0.20M
SECTION @ SECTION @
O.C. (OUTER STRIPS)
SUPPORT MID SPAN
0.20
3-10mm Ø LONG BARS

ROOF BEAM (RB) DETAIL 1.00

0.10 M COMPACTED GRAVEL BED SPACED EQUALLY

SCALE 1:25 METERS 0.40

10mm Ø TRANSVERSE BARS

C1
RB C1 SPACE @ 0.30 M O.C. MECHANICAL
NOTE:
SLAB THICKNESS = 100mm.
WALL FOOTING DETAIL
CONCRETE SLAB DETAIL SCALE NDTS

SCALE 1:50 METERS

APPROVED :

BUILDING OFFICIAL
rtdesabille

SEAL DESIGNER PROPOSE PROJECT / LOCATION OWNER SHEET NO.

PRC NO.
JC SAR JUNE C. UMPAD CEASR P. UMPAD & JANETTE C. UMPAD
PTR NO. 3
CIVIL ENGINEER DATE ISSUED OWNER
5
PLACE ISSUED
 REPUBLIC OF THE PHILIPPINES
OFFICE OF THE BUILDING OFFICIAL
GINGOOG CITY

39.30 VTR
SPECIFICATIONS

2"Ø PVC
19.65 7.86 11.79

CB
VTR CO
CB
CO LAND USE AND ZONING
F
KS
AV
CB 1. ALL SOIL PIPES AND WASTE PIPE SHALL BE PVC SERIES 1000 WITH BELL AND

2"Ø PVC
WC 19.65
FD
FD
9.83 19.65
F
LAV
F F 39.30 SPIGOT JOINTS FIRMLY CAULK WITH PVC EPOXY.
KS
19.65 61.41 14.74 CB
AV 7.86

9.83 FD 11.79 2. ALL WATER SUPPLY PIPES SHALL BE GALVANIZED IRON PIPE SCHEDULE 40.
WC
CB
14.74 F
LAV
F
FD
CB CB

12.28 CB
CB
3. PROVIDE TWO (2) PERCENT SLOPE FOR SEWER LINE.
9.83
14.74 14.74 CB
CB
4. ALL PLUMBING MATERIALS SHALL BE FREE FROM DEFECTS. LINE AND GRADE
9.83
61.41 61.41 6
TO " Ø
ST SAN
CB
CB
RE IT
ET AR
DR Y P
19.65 CB
14.74
5. ALL PUMBING WORKS SHALL BE DONE BY EXPERIENCED JOURNEYMEN PLUMBERS,
UNDER THE DIRECT SUPERVISIONS OF A DULY LICENSED MASTER PLUMBER.
AIN IPE
AG 61.41
E
39.30 CB
14.74
14.74 14.74 19.65

CB
PIP
PE
"Ø
12.28 6. OTHER ASPECTS NOT FOUND IN THE PLAN AND SPECIFICATIONS,THE LATEST
CB CB T 11
ES
DR EDITION OF THE NATIONAL PLUMBING CODE OF THE PHILIPPINES OR THE
PO 6 " O S
TA Ø TR
BL SA EE
E W NIT T D
R.A.1378 SHALL PREVAIL.
AT AR RAIN
" Ø PE PIPE SDR11 POTABLE WATER SUPPLY
ER Y P
12.28 12.28 M
SU IPE AGE
PP
LY

CB CB
LEGEND & SYMBOLS PLUMBING NOTES
ARCHITECTURAL

1. ALL PLUMBING PLAN SPECIFICATIONS AND SHOP DRAWINGS

19.65 19.65 WC WATER CLOSET SHALL MEET ALL REQUIREMENTS SET BY THE NATIONAL
BUILDING CODE,NATIONAL PLUMBING CODE, AND THE LOCAL
39.30 ISOMETRIC LAYOUT PLAN FD FLOOR DRAIN CODE OF CAGAYAN DE ORO CITY.
6 " Ø SANITARY PIPE

6 " Ø SANITARY PIPE

TO STREET DRAINAGE

TO STREET DRAINAGE

2. CONSTRUCTION NOTES AND TYPICAL DETAILS APPLY TO ALL

SCALE NDTS DRAWINGS UNLESS OTHERWISE SHOWN OR NOTED, MODIFY
LAV LAVATORY TYPICAL DETAILS AS DIRECTED TO MEET SPECIAL CONDITIONS.

CO CLEAN OUT 3. SHOP DRAWINGS WITH THE ERECTION AND PLACING OF

PLUMBING MEMBERS SHALL BE SUBMITTED FOR THE
VT VENT TRHU ENGINEER/DESIGNER'S APPROVAL BEFORE FABRICATION.
M
SH SHOWER HEAD 4. ALL PIPES SHALL BE INSTALLED AS INDICATED ON PLANS,
ANY RELOCATIONS REQUIRED PROPER EXECUTION OF OTHER
0.15 1.5M 0.15 1.0M 0.15 1.0M FAU FAUCET TRADES SHALL BE WITH PRIOR APPROVAL OF THE ARCHITECT STRUCTURAL
PLUMBING LAYOUT PLAN GV GATE VALVE
OR ENGINEER.

5.PROPOSED PLUMBING UTILITIES SHALL CONFORM TO THE

0.15
SCALE 1:100 METERS
CB CATCH BASIN ACTUAL LOCATION, DEPTH AND INVERT ELEVATION OF ALL
EXISTING PIPES AND STRUCTURES AS VERIFIED BY THE
100mm DIA. PVC SERIES 1000
INLET (VERIFY LOCATION)
SV SEPTIC VAULT CONTRACTOR.

1.5M
PIPES LINE 6. PLUMBING INSTALLATION SHALL NOT IMPAIR THE STRENGTH
OF ANY STRUCTURAL MEMBER, COORDINATE WITH STRUCTURAL
WATER LINE PLANS AND DETAILS.

7. MATERIALS USED IN INSTALLATIONS SHALL BE OF

SAN ISIDRO
M WATER METER APPROVED BRAND, FREE FROM ANY DEFECTS AND PASSED
THE QUALITY SET FORTH BY THE BUREAU OF PHIL.
AV ANGLE VALVE
DAMAYOHAN

STANDARDS.
VILLAFELIPA
SANITARY
Y

KAUSWAGAN
CIT

BALINGOAN
AN

SAN ALONZO LAPINIG TULANG

TU

MANTANGALI
BU

0.15

BAUK-BAUK MINTABON MAGSAYSAY

8. ALL PIPES AND UTILITIES SHALL BE ANCHORED TO A FIXED
TO

BABANLAGAN
TALISAYAN KABUBUHAN
KABULAKAN SAN JOSE
CALAMCAM
SINDANGAN MAGKARILA TAGBOCBOC
PUTING BALAS
KIBUNGSOD
KABANTIAN
SUPPORT.
KABANGASAN
BUGDANG
SILAD CAMPO MAPUA PANGPANGON
PANABOL SAN VICENTE
MANGA STA. CRUZ
KINOGUITAN
BUKO ESPERANSA
SUGBONGCOGON
KIRAGING
SALUBSOB
SIBANTANG
POOK STA. INES
PUNTA SANTIAGO
MANDAHILAG
TIBONTIBON
75mm THK. PRECAST CONCRETE
COVER WITH LIFT HANDLE
75mm THK. PRECAST CONCRETE
COVER WITH LIFT HANDLE
9. ALL SLOPE FOR SEWER HORIZONTAL BRANCHES SHALL
SUMALAG DAHILIG
STA. CRUZ
VIRAY
MABINI
MIMBUAHAN
AMPIANGA
CASIBULI
PAHINDONG
ARTADI CABULAWAN MAINTAIN A 2% SLOPE MINIMUM UNLESS OTHERWISE SPECIFIED.

PLAN KEY TO SYMBOLS

PANABOL BINUANGAN
SUAREZ KITAMBIS MACOPA
KITAMBAN
TUP-ON
KIDAMPAS CANDIIS
MONSANGOT MINDULAO
VALDECONCHA
DAMPIAS NABATAAN
KAULAYANAN
SAN ROQUE
GASA
PORTULIN
10. SIZE OF WATER SUPPLY PIPES TO FIXTURES SHALL BE IN
SALAGSAG DUKA 75mm THK. PRECAST CONCRETE 75mm THK. PRECAST CONCRETE 75mm THK. PRECAST CONCRETE
AMPENICAN YUNGOD
DIG-AGUYAN
MANANUM BAG-O
MEDINA BONOFACIO
TINAAN
COVER WITH LIFT HANDLE COVER WITH LIFT HANDLE COVER WITH LIFT HANDLE ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS.
SARAY TAMBAGAN
INUBOLAN MANANUM DAAN TAMA
SAN JOSE CONSUELO ABUNDA
MATAMPA 10 DIA. BAR SPACED @ 150mm O. C. 10 DIA. BAR SPACED @ 150mm O. C. 10 DIA. BAR SPACED @ 150mm O. C.
MIMBULI SAN ISIDRO
SALAY RIVER 1
GUINILABAN MAANAS
GUMABON 11. THE CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES AT
SOIL PIPE
BANGBANG PAG-ASA
SALAY RIVER 11

SALAY
ILI-ILIHON
ALIPUATON
KIBUGING
SAN LUIS
TALISAY
MAHAYAHAY
KATIPUNAN C.O. C.O. C.O. C.O.
SITE AND COORDINATE THE WORKS WITH THE SEWER LINE
LOOC
TINAGAAN PANGASIHAN
MANHOLE OPENING MANHOLE OPENING MANHOLE OPENING WATER LINE EFFLUENT DISPOSAL POINT AND WATER LINE SERVICE
0.3M

AGAY-AYAN

DAMPIL
BUNAL
BANTAAWAN

PIGSALUHAN
BAYBAY

LUNAO
ODIONGAN

ANAKAN
MALINAO

KAMANIKAN KALIPAY
C.O. 0.75 0.75 0.75
SV SEPTIC VAULT CONNECTION POINT. ELECTRICAL
GASTON SAN JUAN DAAN LUNGSOD TAGPAKO

LAGONGLONG
CABULAWAN UMAGOS
MIMBUNTONG
BAKIDBAKID GINGOOG
SANTIAGO
PUNONG MINSAPINIT

BAGUBAD
MARIBUCAO
MALIBUD

SANGALAN
WC WATER CLOSET 12. CONNECT ALL SEWER INSTALLATION TO A STANDARD
BANGLAY
MURALLON
BRGY.23
MIMBUNGA
TALON
SAN JOSE
FD FLOOR DRAIN SEPTIC TANK IN THE ABSENCE OF SEWER SYSTEM.
MANAOL
KAUSWAGAN KIANLAGAN
TINULONGAN TINABALAN

MAMBAYAAN
NAPALIRAN
KIBANBAN
CHAMBER 1 CHAMBER 2 CHAMBER 3 CO CLEAN OUT 13. MINIMUM EARTH COVER OF 300mm SHALL BE OBSERVED
1.2M

QUEZON LAWIT EUREKA

MIMBALAGON DINAWEHAN

S SINK
SAN MIGUEL
MANDANGOA
CALAWAG
KIPUNTOS BINAKALAN
10 DIA. BAR O. C. 10 DIA. BAR O. C. 10 DIA. BAR O. C.
FOR ALL PLUMBING PIPES.
SAMAY LIBERTAD
CAPITULANGAN 150mm CHB WALL 150mm CHB WALL 150mm CHB WALL
BALINGASAG
COGON

LINGANGAO
SAN ISIDRO
SAN FRANCISCO KALAGONOY
ALAGATAN LAWAAN
BAL-ASON
( PLASTERED FINISHED ) ( PLASTERED FINISHED ) ( PLASTERED FINISHED ) F FAUCET 14. CONNECT ALL PLUMBING INSTALLATIONS WITH THE
DANSOLI
WATERFALL TALUSAN
ROSARIO
CAMUAYAN
LUNOTAN
RECORO
10 DIA. BAR @ 150mm O.C. 10 DIA. BAR @ 150mm O.C. 10 DIA. BAR @ 150mm O.C. CB CATCH BASIN APPROPRIATE FITTINGS USING PROCEDURES. SEE
MANUFACTURERS SPECIFICATIONS.
BALIWAGAN BLANCO DUMARAIT

THIS SITE
HINDANGON
10% SLOPE
10% SLOPE
10% SLOP
E 10% SLOPE
10% SLOP
E 10% SLOP
E WM WATER METER
BINITINAN

HERMANO
LINABU
SAN JUAN
VTR VENT THRU ROOF 15. CONDUCT PROPER ROUGHING-INS AND/OR WATER TEST
LAV LAVATORY PRIOR TO POURING TO ENSURE AGAINST LEAKAGE.
SECTION
SAMAY

MECHANICAL
CO CLEAN OUT 16. ALL PLUMBING FIXTURES SHALL BE AS PER ARCHITECTS
SPECIFICATIONS.

LOCATION PLAN SEPTIC VAULT DETAIL

17. ALL PLUMBING INSTALLATIONS AS INDICTED HEREIN SHALL
BE DONE AS PER PLANS AND SPECIFICATIONS; NO
ALTERNATIONS SHALL BE DONE WITHOUT THE APPROVAL OF
SCALE NDTS SCALE 1:30 METERS THE DESIGNER; CONSULT DESIGNER AND/OR HIS
REPRESENTATIVE ON THIS REGARD.

APPROVED :

BUILDING OFFICIAL
rtdesabille

SEAL DESIGNER PROPOSE PROJECT / LOCATION OWNER SHEET NO.

PRC NO.
JC SAR JUNE C. UMPAD CEASR P. UMPAD & JANETTE C. UMPAD
PTR NO. 4
CIVIL ENGINEER DATE ISSUED OWNER
5
PLACE ISSUED
 REPUBLIC OF THE PHILIPPINES
OFFICE OF THE BUILDING OFFICIAL
GINGOOG CITY

METER
KVAR KM LEGEND LAND USE AND ZONING
USE 2-8.0 MM^2 THHN COPPER WIRE CONVENIENCE OUTLET
39.25
ON 20 MM. RSC
19.63 7.85 11.78 SERVICE ENTRANCE PIN LIGHT BULB
TAP TO MORESCO
PANEL BOARD
100 AF/40 AT
MDP SERVICE ENTRANCE POWER
9.81

S1 S1 SWITCH LINE
19.63 250 AT,3P,3 WIRE 250 V
S1
LIGHTING LINE
9.81 15AT 15AT LINE AND GRADE
C1 C2 CONVENIENCE OUTLET LINE
30AT 15AT
# CIRCUIT HOME RUN
C3 S
14.72
S1
14.72 PANEL NOS. S SWITCH
61.33 61.33
CIRCUIT BREAKER
C3
1-5.5mm2 THHN COPPER WIRE GROUND
S1
14.72 14.72
C2

ARCHITECTURAL
S2
SINGLE LINE DIAGRAM GENERAL SPECIFICATION
11.65 12.27
C1

SYMBOL DESCRIPTION

SERVICE ENTRANCE 1. ALL ELECTRICAL WORKS/INSTALLATION SHALL BE DONE IN ACCORDANCE WITH

19.63 19.63
THE PROVISIONS OF THE LATEST EDITION OF THE PHILIPPINES ELECTRICAL
39.25 M KILOWATT HOUR METER CODE, WITH THE RULES AND REGULATION OF THE NATIONAL AND LOCAL
AUTHORITIES CONCERNED IN THE ENFORCEMENT OF THE ELECTRICAL LAW AND
PANEL BOARD ORDINANCE, THE RULES AND REGULATIONS OF THE LOCAL POWER COMPANY
CONCERNED, AND IN ACCORDANCE WITH THE APPROVED MANUFACTURERS STRUCTURAL
FLOURESCENT FIXTURE
RECOMMENDATIONS.
ELECTRICAL LAY-OUT PLAN INCANDESCENT VALVE
2. ALTHOUGH NOT INDICATED IN THE PLAN A UTILITY BOX SHALL BE PROVIDED
DUPLEX CONVENIENCE OUTLET FOR THE FOLLOWING EQUIPMENTS AND FIELD DEVICES, MAIN CONTROL PANEL,
SCALE 1:100 METERS (MCP) PIR MOTION INDICATOR, SMOKE DETECTORS, ELECTRIC SIREN, STROBE
ACU OUTLET LIGHT, ELECTRIC FIREARM BELL, DURESS/PANIC BUTTON AND KEY PAD UNIT.
PLATE COVER SHALL BE PROVIDED FOR FUTURE EXPANSION DEVICES.
S1 SINGLE GANG SWITCH

S2 TWO GANG SWITCH

SAN ISIDRO
3. WIRING METHOD SHALL BE AS FOLLOWS:
DAMAYOHAN S3 THREE GANG SWITCH
a) ELECTRICAL METALLIC TUBING (EMT @ FOR POWER AND LIGHTING LAY OUT
VILLAFELIPA
b) POLYVINYL CHLORIDE PIPE (PVC) @ FOR AUXILIARY LAY OUT.
Y

KAUSWAGAN

SANITARY
CIT

BALINGOAN
S3W THREE WAY SWITCH
AN

SAN ALONZO LAPINIG TULANG

TU

MANTANGALI
c) RIGID STEEL CONDUIT (RSC) @ FOR FEEDER LAY OUT.
BU

BAUK-BAUK MINTABON MAGSAYSAY

MOUNTING WALL PANEL No. MDP MAIN 150AT
TO

BABANLAGAN
TALISAYAN KABUBUHAN
KABULAKAN SAN JOSE KABANTIAN
CALAMCAM
SINDANGAN MAGKARILA TAGBOCBOC
KABANGASAN PUTING BALAS KIBUNGSOD ENCLOSURE NEMA 1
SILAD
PANABOL
MANGA
CAMPO MAPUA
BUGDANG
PANGPANGON
SAN VICENTE
4. MINIMUM SIZE OF WIRES FOR POWER AND LIGHTING LAY OUT SHALL BE 3.5mm²
KINOGUITAN
BUKO ESPERANSA
SUGBONGCOGON
KIRAGING
SALUBSOB
SIBANTANG
POOK STA. INES
PUNTA SANTIAGO
STA. CRUZ
TIBONTIBON
LOCATION STORAGE THHN AND 15mmØ (NOMINAL DIAMETER) RESPECTIVELY. WIRE INSULATION ARE
ELECTRICAL SYMBOL
DAHILIG MANDAHILAG
SUMALAG STA. CRUZ MIMBUAHAN
VIRAY
MABINI AMPIANGA
CASIBULI
PAHINDONG
ARTADI CABULAWAN
Ckt VA Load Load Current Ckt Protection SIZE OF WIRES Line GOOD FOR 600 VOLTS.
PANABOL
BINUANGAN
SUAREZ KITAMBIS MACOPA LOAD DESCRIPTIONS per Ckt Conduits Voltage
MONSANGOT
KITAMBAN

VALDECONCHA
KIDAMPAS
SAN ROQUE
TUP-ON
CANDIIS MINDULAO No. per Phase AF AT P Line Ground
PORTULIN
DAMPIAS NABATAAN
KAULAYANAN GASA

AMPENICAN YUNGOD
SALAGSAG DIG-AGUYAN
MANANUM BAG-O
DUKA
MEDINA BONOFACIO TINAAN C1 3- Lighting Fixtures 1410 6.4 15 15 2 2-3.5mm² THHN cu 1-2.0mm² 15mmØ PVC 220 5. ALL ELECTRICAL MATERIALS TO BE USED SHALL BE NEW AND OF APPROVED
TYPE FOR BOTH PURPOSE AND LOCATION INTENDED.
SARAY TAMBAGAN
INUBOLAN MANANUM DAAN TAMA
SAN JOSE CONSUELO ABUNDA
SALAY RIVER 1
MIMBULI
GUINILABAN
MATAMPA SAN ISIDRO
MAANAS
C2 4- Lighting Fixtures 600 4.1 15 15 2 2-3.5mm² THHN cu 1-2.0mm² 15mmØ PVC 220
BANGBANG PAG-ASA GUMABON

SALAY RIVER 11
ILI-ILIHON TALISAY KATIPUNAN
KIBUGING
SALAY
ALIPUATON SAN LUIS MAHAYAHAY
C3 5- Convenience Outlet 1010 4.6 30 30 2 2-5.5mm² THHN cu 1-2.0mm² 20mmØ PVC 220
SPECIFICATIONS :
TINAGAAN PANGASIHAN
LOOC
BUNAL AGAY-AYAN
BANTAAWAN ODIONGAN
C4 SPARE
ELECTRICAL
BAYBAY
DAMPIL MALINAO
PIGSALUHAN ANAKAN
LUNAO
KAMANIKAN KALIPAY

COMPUTATIONS:
GASTON SAN JUAN DAAN LUNGSOD TAGPAKO

CABULAWAN UMAGOS PUNONG MINSAPINIT

MIMBUNTONG MALIBUD
MARIBUCAO
SANTIAGO
LAGONGLONG BAKIDBAKID GINGOOG BAGUBAD SANGALAN
MURALLON TALON
SAN JOSE
MIMBUNGA
1. ALL INSTALLIONS SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION
FOR MAIN FEEDER :
BANGLAY BRGY.23

KAUSWAGAN
MANAOL
TINULONGAN TINABALAN KIANLAGAN TOTAL 3020 15.10
MAMBAYAAN
NAPALIRAN
KIBANBAN
OF THE PHILIPPINE ELECTRICAL CODE AND PERTINENT REQUIREMENT OF THE
MANDANGOA
QUEZON
SAN MIGUEL
KIPUNTOS BINAKALAN
LAWIT MIMBALAGON DINAWEHAN
EUREKA
LIGHTING LOAD 2010 WATTS LOCAL POWER AUTHORITY.
CALAWAG SAMAY LIBERTAD
CAPITULANGAN
SAN FRANCISCO KALAGONOY
COGON
BALINGASAG SAN ISIDRO ALAGATAN LAWAAN
CONVENIENCE LOAD 1010 WATTS 2. ALL WIRE INSTALLIONS SHALL BE DONE IN RIGID PVC CONDUIT.
LINGANGAO
DANSOLI
BAL-ASON
IT = 3007 WATTS

SCHEDULE OF LOAD
RECORO
WATERFALL TALUSAN CAMUAYAN

ROSARIO LUNOTAN 3. ALL NONE-CURRENT CARRYING PARTS OF ELECTRICAL APPLIANCES DEVICES

BALIWAGAN BLANCO DUMARAIT 220 VOLTS
THIS SITE
HINDANGON
TOTAL CONNECTED LOAD 3020 WATTS SHALL BE PROVIDED WITH PERMANENT PLUGS.
BINITINAN
LINABU
SAN JUAN
IT =13.67 AMPERES
4. ALL ELECTRICAL MATERIALS AND FIXTURES SHALL BE FREE FROM DEFECTS.
THEREFORE USE:
HERMANO

SAMAY
APPLYING DEMAND FACTOR :
3000 WATTS 60 AMP MOULDED CASE 5. NECESSARY BOXES,FITTINGS,ETC. SHALL BE PROVIDED AS REQUIRED ,EVEN MECHANICAL
FIRST 3000 WATTS AT 100% DF IF NOT SHOWN IN THE DRAWINGS.
CIRCUIT BREAKER, 220 VOLTS

LOCATION PLAN REMAINDERS AT 35% DF (0.35 x 3230) 7 WATTS 2-8.0 MM^2 THHN COPPER
WIRE
6. ALL ELECTRICAL INSTALLATIONS SHALL BE DONE BY EXPERIENCE ELECTRICIAN
WITH THE DIRECT SUPERVISION OF A DULY LICENSED ELECTRICAL ENGINEER.
TOTAL COMPUTED LOAD 3007 WATTS ON 20 MM. RSC
SCALE NDTS

APPROVED :

BUILDING OFFICIAL
rtdesabille

SEAL DESIGNER PROPOSE PROJECT / LOCATION OWNER SHEET NO.

PRC NO.
JC SAR JUNE C. UMPAD CEASR P. UMPAD & JANETTE C. UMPAD
PTR NO. 5
CIVIL ENGINEER DATE ISSUED OWNER
5
PLACE ISSUED