GENERAL NOTES :

1. ALL PLUMBING WORKS TO BE DONE AND SIZES OF PIPES

TO BE USED SHALL BE IN ACCORDANCE WITH THE LATEST
EDITION OF THE NATIONAL PLUMBING CODE OF THE 2.30
PHILIPPINES AND LOCAL REGULATIONS AND ORDINANCES.
2. ALL PIPES SHALL BE INSTALLED AS INDICATED IN THE
WORKING DRAWINGS. ANY RELOCATION REQUIRED FOR
PROPER EXECUTION OF OTHER TRADES SHALL BE UPON 0.35 0.50 0.30 0.30 0.50 0.35
THE APPROVAL OF THE SANITARY ENGINEER.
3. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER
SCALED DIMENSIONS.

0.35 0.50 0.35

4. ALL PIPES SHALL BE PROVIDED W/ PROPER HANGER AND
SUPPORT
5. ALL FIXTURES SHALL BE VENTED INDIVIDUALLY AND
WATERLINES SHALL BE VALVE BY GROUP
6. UNLESS OTHERWISE SPECIFIED, ALL PLUMBING FIXTURES

1.20
SHALL BE PROPERLY VENTED. MAXIMUM DISTANCE OF
VENTILATION FROM FIXTURES SHALL BE 1.50 m MEASURED
ALONG THE LENGTH OF PIPE. MH MH
7. ALL PLUMBING FITTINGS SHALL BE ACCESSIBLE FOR
MAINTENANCE. PROVIDE MANHOLE IF SUCH
INSTALLATIONS ARE INSIDE THE CEILING.
8. ALL CHANGES IN DIRECTIONS SHALL BE MADE BY THE
APPROPRIATE USE OF FORTY FIVE (45) WYE LONG SWEEP
QUARTER BEND. ONE EIGHT WHEN THE CHANGE OF FLOW 1 AIR CHAMBER DETAIL 3.00
IS FROM HORIZONTAL TO VERTICAL A SINGLE BEND
COMBINATION MAY BE USED ONLY ON VENT PIPE. P-1 SCALE NTS PLAN 50mm THK. PRE-CAST PARTITION 1.20 0.70 0.70
9. NO DOUBLE HUB OR DOUBLE TEE BRANCH SHALL BE USED 100mm THK. CONC. MH MH W/ 50mmØ LEACHING HOLE 0.50
ON HORIZONTAL SOIL OR WASTE LINES. W/ 10mmØ REBARS @ 200mm O.C.B.W.
10. PROVIDE PIPE SLEEVES AT WALL, COLUMNS OR SLAB TO
PROTECT FROM BREAKAGE. @ 200mm O.C.B.W.
11. ALL EXPOSED PIPINGS AND FITTINGS IN THE AREAS SHALL

0.50
BE CHROME PLATED. INLET CO
12. THE BRAND AND OTHER DETAILED PLUMBING FIXTURES INTLET PIPE

0.90
SHALL BE IN ACCORDANCE WITH THE SCHEDULE PLAN WATER LEVEL
CO

1.20
FURNISHED BY THE ARCHITECT.
13. GATE VALVE SHALL BE BRONZE BODY, SOLID WEDGE OUTLET PIPE

0.50
1.50
TYPE, SCREWED OR FLANGE END.
14. USE POLYPROPYLENE RANDOM,TYPE 3,PN20 FOR ALL
WATER PIPING SYSTEM. FFL OUTLET

0.30
15. USE uPVC SANITARY PIPING SYSTEM SERIES 1000 FOR 100
SEDIMENT
MH MH

0.50
16. ENGINEER-IN-CHARGE TO VERIFY ACTUAL LOCATION AND
ELEVATION OF STREET DRAINAGE, STREET SEWER AND
STREET WATER MAINS FOR CONNECTION BEFORE SECTION
CONSTRUCTION.
PLAN
4 WASTE BASIN TANK DETAIL 6" THK. CHB PLASTERED
10 mm. Ø REBARS @ 0.25 M. O.C.B.W.
LEGEND: P1 SCALE 1:30 MTS.

WATER DISTRIBUTION SYSTEM ACTIVATED CARBON

WATERLINE SECTION CO
MH MH 100 mm. THK.
CV CHECK VALVE 10 MM Ø BARS CO
WASTE, SEWER & VENT SYSTEM SCHEDULE OF DIMENSIONS 3" Ø PVC DOWNSPOUT

0.30

0.36
0.10 0.40 0.10
SANITARY LINE 10 MM Ø PLAIN AIR SPACE AIR SPACE UPFLOW
VENT LINE PIPE DIMENSION IN MM ROUND LIFT BARS WATER LEVEL FILTER
WATER LEVEL
CO CLEAN-OUT SIZE IN
'A' D F INLET

0.60
FD SHOWER/FLOOR DRAIN 50 100x100 225.42 PVC PIPE
OUTLET

1.65
VS VENT STACK 75 125x125 225.42
SS SOIL STACK 100 150x150 225.42 LEACHING

1.29
VAC VENT ACROSS CEILING DIGESTIVE CHAMBER
VP VENT PIPE
150 200x200 282.57
PLAN CHAMBER
4-6"Ø
PVC POLYVINYL CHLORIDE WEEP HOLES
WP WET PIPE
SP SOIL PIPE 2 FLOOR DRAIN DETAIL 0.10 0.40 0.10
10% slope
VTR VENT THRU ROOF P-1 SCALE NTS
ST SEPTIC TANK 0.60
GRAVEL FILTER
AC AIR CHAMBER
WASTE, SEWER & VENT SYSTEM
DRAINAGE LINE 0.45
0.075 0.075 10MM Ø ROUND
DS DOWNSPOUT LIFT BARS SECTION 10mmØ REBARS
0.1

@0.20M. O.C.B.W. GRAVEL FILTER

CB CATCH BASIN
RD ROOF DRAIN SEPTIC TANK DETAIL
variable

PVC PIPE 6

0.05
PLUMBING FIXTURES P 1 SCALE NTS.
0.15
LAV LAVATORY
WC WATER CLOSET 9MM Ø BARS
0.1

UR URINAL
F FAUCET
UR URINAL
0.10 0.10 SECTION
0.40
3 ROOF DRAIN DETAIL 0.60

P-1 SCALE NTS

5 CATCH BASIN DETAIL

P 1 SCALE NTS.

PROJECT & LOCATION : SHEET CONTENTS : DRAWN/ACADD BY: SUBMITTED BY : RECOMMENDED BY : APPROVED BY : SET NO. SHEET NO.
REPUBLIC OF THE PHILIPPINES PLUMBING NOTES, LEGEND
DEPARTMENT OF PUBLIC WORKS & HIGHWAYS CONSTRUCTION/REHABILITATION/IMPROVEMENT OF FACILITIES
AIR CHAMBER DETAILS ALDAN E. ALBOS R-IV-B
FOR PERSONS WITH DISABILITIES (PWD) AND ARCHITECT-II BUILDING
REGIONAL OFFICE-4B ELDERLIES/SENIOR CITIZENS,
FLOOR DRAIN DETAIL
ROOF DRAIN DETAIL CHECKED BY: CY 2021
INCLUDING GENDER-RESPONSIVE FACILITIES
PALAWAN 1ST DISTRICT ENGINEERING OFFICE
ROXAS, PALAWAN
WASTE BASIN DETAIL DOMINGO P. PARREÑO, JR. EDDIE R. UY ROMMEL P. AGUIRRE PW P 1
ROXAS, PALAWAN CATCH BASIN DETAIL REY G. CABILDO
SEPTIC TANK DETAIL MASTER PLUMBER CHEIF , PLANNING & DESIGN SECTION ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER
 1 WATER LINE LAYOUT
SCALE: 1:100
P-4

PROJECT & LOCATION : SHEET CONTENTS : DRAWN/ACADD BY: SUBMITTED BY : RECOMMENDED BY : APPROVED BY : SET NO. SHEET NO.
REPUBLIC OF THE PHILIPPINES
PLANS FOR THE CONSTRUCTION ALDAN E. ALBOS
DEPARTMENT OF PUBLIC WORKS & HIGHWAYS WATER LINE LAYOUT R-IV-B
OF REGIONAL EVACUATION CENTER ARCHITECT-II BUILDING
PALAWAN IST DISTRICT ENGINEERING OFFICE
REGIONAL OFFICE, IV-B AT SITIO MALAPAJO, BARANGAY POBLACION
CHECKED BY: CY 2021
ROXAS, PALAWAN
TAYTAY, PALAWAN
EDDIE R. UY ROMMEL P. AGUIRRE PW
P 2
REY G. CABILDO
MASTER PLUMBER PLANNING & DESIGN ENGINEER ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER
 A' D' E' F' G' B B' C G E
SEPTIC
VAULT
WASTE
BASIN

150mmØ PVC PIPE, 100mmØ PVC PIPE,

SOLID WASTE WASTE

CO CO
CO
CO

1' FD KS KS
LAV WC LAV LAV WC WC LAV
WC FD WC FD FD FD CB
FD
LAV

200mmØ PVC PIPE

200mmØ PVC PIPE
200mmØ PVC PIPE 200mmØ PVC PIPE

FD FD

2 LAV LAV LAV LAV

CB WC FD FD WC WC FD FD WC CB
CO
150mmØ PVC PIPE,
CO CO
SEPTIC CO SOLID WASTE

200mmØ PVC PIPE

200mmØ PVC PIPE
VAULT CO
SEPTIC
FD FD FD FD
VAULT

CO

3
CB CB
100mmØ PVC PIPE,
WASTE

200mmØ PVC PIPE

200mmØ PVC PIPE

WASTE
BASIN
WASTE
BASIN

4
CB

200mmØ PVC PIPE

150mmØ PVC PIPE,

200mmØ PVC PIPE

SOLID WASTE

100mmØ PVC PIPE,

WASTE

5
CB CB
200mmØ PVC PIPE

200mmØ PVC PIPE

FD FD FD FD

CO CO
CO CO
CO CO
CO CO

WC WC WC
FD LAV LAV LAV
FD WC
LAV
6 FD FD

CB CB
200mmØ PVC PIPE NOTE:
E ON
OO N N E
E ON TO
200mmØ PVC PIPE

N N N E
150mmØ PVC PIPE

E ON TE
O ET N E

7 WC
LAV
LAV WC
WC LAV WC LAV
WC FD U U FD
FD
7' FD

CO
CB 200mmØ PVC PIPE CB

200mmØ PVC PIPE

200mmØ PVC PIPE

200mmØ PVC PIPE

8'
CB CB
200mmØ PVC PIPE

200mmØ PVC PIPE

TO DRAINAGE

TO DRAINAGE
SYSTEM

SYSTEM
SEWER LINE & STORM
1 DRAINAGE LAYOUT
SCALE: NTS
P 4

PROJECT & LOCATION : SHEET CONTENTS : DRAWN/ACADD BY: SUBMITTED BY : RECOMMENDED BY : APPROVED BY : SET NO. SHEET NO.
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS & HIGHWAYS CONSTRUCTION/REHABILITATION/IMPROVEMENT OF FACILITIES
SEWER LINE ALDAN E. ALBOS R-IV-B
FOR PERSONS WITH DISABILITIES (PWD) AND ARCHITECT-II BUILDING
REGIONAL OFFICE-4B ELDERLIES/SENIOR CITIZENS, AND STORM DRAINAGE
CHECKED BY: CY 2021
INCLUDING GENDER-RESPONSIVE FACILITIES LAYOUT
PALAWAN 1ST DISTRICT ENGINEERING OFFICE
ROXAS, PALAWAN
DOMINGO P. PARREÑO, JR. EDDIE R. UY ROMMEL P. AGUIRRE PW P 4
ROXAS, PALAWAN REY G. CABILDO
MASTER PLUMBER CHEIF , PLANNING & DESIGN SECTION ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER
 E

G
C
,
IPE IC
CP PT LT
PV STE SE AU
B' m Ø
W A V

50mmØ PVC PIPE VTR

CB 0m D
15 OLI
S

50mmØ PVC PIPE VTR

E E
PIP PIP
C
CB ,
C
PV CO
IPE
PV CO
mØ
mØ
0m
0m FD WC CO CP
E
20 V PIP
20 LA PV
B CO
FD
FD
C
PV
mØ
E
ST N
WA ASI

50mmØ PVC PIPE VTR

FD
Ø
V FD
mm 0
0 0m STE B
LA
20
1 A
W
CO V FD WC
LA
WC CB
G' FD IPE
E , C
CP
PIP
PV
VW Ø
C LA mm
PV
0

50mmØ PVC PIPE VTR

20
FD
mØ
0m TE
10 AS
W
F'
E
PIP
E,
C
PV
PIP

50mmØ PVC PIPE VTR

Ø m
C 0m
PV TE
20

m Ø AS
W FD
0m D LA
V
15 OLI CB
E' S WC E
PIP
WC
C

D'
PV
E V Ø
ST N LA mm
WA ASI FD CO CO
0
20
FD
B
KS
IC WC CB
50mmØ PVC PIPE VTR

PT LT KS
SE AU FD LA
V
V
A'
FD
FD
V FD
FD LA
CO
WC WC
V
CO LA
COO
E C
PIP
C
PV
Ø
50mmØ PVC PIPE VTR

m
0m
20

50mmØ PVC PIPE VTR

IPE WC
CP FD CB
PV WC U
U
Ø
mm V
LA FD E
20
0 FD V PIP
1' V FD LA C
LA CO PV
V mØ
WC TO LA C
20
0m
E W
1 CB
CO N
TE
FD
CO IPE
CP
FD E O N ON E 20
0m
PV
N E ON E mØ
: N E
mØ PV
TE
0m C
20 PIP
NO
E
N
IC
PT LT CO
OO N
2 SE VAU CB N ET CB 200m
mØ
E
PIP O PV
C
PV CP
mØ IPE
20
0m TO
SY DRA

50mmØ PVC PIPE VTR

ST IN
E EM AG
ST IN CB E
3 WABAS
E
PIP
C
O

50mmØ PVC PIPE VTR

50mmØ PVC PIPE VTR
CO C
PV
Ø
mm
00 2 FD
E,
PIP E
C ST WC V
PV WA E, CB
4 mØ LID PIP TE
VC AS
PIP
E
LA
LA
V
0m SO
C
PV
FD FD FD

50mmØ PVC PIPE VTR

P
E
1 5 W Ø PIP
WC
mØ
mm C
20
0
FD IPE PV
PIP
E
0m
Ø
IPE
WC CP AV
mm
10
C
L
0
PV CP 15 PV
AV
CO L
mØ
PV
IPE mØ
CP
Ø
0m m 0m
5 CO
CB
20 20
0m
WC
WC 0m
m Ø
PV
20

CB
E
20 PIP
FD PV
C
Ø
CB 00
mm
2 TO
SY DRA
ST IN
6 EM AG
E

7
7'

8'

1 ISOMETRIC SEWER LINE LAYOUT

SCALE: NTS
P 5

PROJECT & LOCATION : SHEET CONTENTS : DRAWN/ACADD BY: SUBMITTED BY : RECOMMENDED BY : APPROVED BY : SET NO. SHEET NO.
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS & HIGHWAYS CONSTRUCTION/REHABILITATION/IMPROVEMENT OF FACILITIES
ISOMETRIC SEWER LINE ALDAN E. ALBOS R-IV-B
FOR PERSONS WITH DISABILITIES (PWD) AND ARCHITECT-II BUILDING
REGIONAL OFFICE-4B ELDERLIES/SENIOR CITIZENS, LAYOUT
CHECKED BY: CY 2021
INCLUDING GENDER-RESPONSIVE FACILITIES
PALAWAN 1ST DISTRICT ENGINEERING OFFICE
ROXAS, PALAWAN
DOMINGO P. PARREÑO, JR. EDDIE R. UY ROMMEL P. AGUIRRE PW P 5
ROXAS, PALAWAN REY G. CABILDO
MASTER PLUMBER CHEIF , PLANNING & DESIGN SECTION ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER
 E

100mmØ PVC PIPE DS

G

100mmØ PVC PIPE DS

C
,
IPE IC
CP PT LT
PV STE SE AU
B' CB 0
Ø A
mmID W
V

100mmØ PVC PIPE DS

15 OL
S
IPE
E
PIP
CP
CB ,
C
PV CO
IPE
PV CO
Ø
mØ
CP
mm
0m FD WC CO
00 E
V PIP
20 PV
2
LA
B CO
FD
C
PV
mØ
E
ST N
WA ASI

100mmØ PVC PIPE DS

FD FD mØ
V FD
0m 0m TE
LA
20
10 AS B
W
CO V FD WC
LA
WC CB
G' FD IPE
, CP

100mmØ PVC PIPE DS

IPE WC PV
CP
V Ø
LA
m
0m
PV FD
20
mØ
0 0m STE
1 A
W
F'
E
PIP
E,
C
PV
PIP mØ

100mmØ PVC PIPE DS

C 0m
PV STE
20

mØ WA FD
0m D LA
V
15 OLI CB
E' S WC E
PIP
100mmØ PVC PIPE DS

C
C
D'
PV
E VW Ø
ST N LA mm
WA ASI FD
00
CO CO
FD
2
B
KS
IC WC
PT LT KS CB
SE AU FD L AV
V
A'
FD D
V FDF
FD LA
CO
WC WC

100mmØ PVC PIPE DS

V
CO LA
COO
IPE C
CP
PV
100mmØ PVC PIPE DS

Ø
mm 0
20

IPE WC
CP FD CB
PV WC U
U
m Ø V
0m LA FD IPE
100mmØ PVC PIPE DS

20 FD V CP
1' W
LA
C
V FD

TO
V
LA C
LA

0m
CO
m Ø
PV

E W 20
1 CB
CO N
TE
FD
CO CP
IPE FD E O N ON E 20
0m
ON E
100mmØ PVC PIPE DS

PV
N E mØ

E: N E
Ø m PV
0m CP
OT
20
IPE
N N
IC
PT LT CO
OO N
2 SE VAU CB N ET CB 200m
mØ
E
O
100mmØ PVC PIPE DS

PIP PV
C
PV C PIP
mØ E
00
m
2 T O
SY DRA
ST IN
E EM AG
ST IN CB E
3 WABAS
PIP
E
C
O
CO C
PV

100mmØ PVC PIPE DS

Ø
mm
FD
0
20
E,
PIP E
C ST

100mmØ PVC PIPE DS

PV WA E, WC V
CB
4 mØ LID PIP E
C ST
E
PIP LA
LA
V
0m SO
C
PV WA
PV
FD FD E FD
15 Ø 0m
mØ PIP
C WC
m 20 FD IPE
PV IPE
0m mØ
E
P P
10 WC V VC
PIP 0m
LA
V C
P C 15 PV
CO LA PV
IPE
mØ mØ
CP
Ø
0m
m
mm 00
5 CO
CB
20 00 2 WC
WC 0mm
Ø
PV
2

CB E
20 PIP
FD PV
C
mØ
CB 0m
20 TO
SY DRA
ST IN
6 EM AG
E

7
7'

8'
1 ISOMETRIC STORM DRAINAGE LAYOUT
SCALE: NTS
P 6

PROJECT & LOCATION : SHEET CONTENTS : DRAWN/ACADD BY: SUBMITTED BY : RECOMMENDED BY : APPROVED BY : SET NO. SHEET NO.
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS & HIGHWAYS CONSTRUCTION/REHABILITATION/IMPROVEMENT OF FACILITIES
ISOMETRIC STORM DRAINAGE ALDAN E. ALBOS R-IV-B
FOR PERSONS WITH DISABILITIES (PWD) AND ARCHITECT-II BUILDING
REGIONAL OFFICE-4B ELDERLIES/SENIOR CITIZENS, LAYOUT
CHECKED BY: CY 2021
INCLUDING GENDER-RESPONSIVE FACILITIES
PALAWAN 1ST DISTRICT ENGINEERING OFFICE
ROXAS, PALAWAN
DOMINGO P. PARREÑO, JR. EDDIE R. UY ROMMEL P. AGUIRRE PW P 6
ROXAS, PALAWAN REY G. CABILDO
MASTER PLUMBER CHEIF , PLANNING & DESIGN SECTION ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER
 ELECTRICAL SYMBOLS GENERAL NOTES:
ALL ELECTRICAL WORKS SHALL BE DONE IN ACCORDANCE WITH THE PROVISIONS OF THE LATEST EDITION
1 CEILING LIGHT OUTLET
OF THE PHILIPPINE ELECTRICAL CODE (PEC), EXISTING APPLICABLE LAWS, ORDINANCES, REQUIREMENTS,
2 RULES AND REGULATION OF THE LOCAL GOVERNMENT AND LOCAL POWER COMPANY.
CEILING LIGHT OUTLET SEE SCHEDULE OF
LIGHTING FIXTURES THE TYPE OF SERVICE POWER SHALL BE SINGLE-PHASE, TWO(2)-WIRE, 230VOLTS, 60Hz., AC.
2 CEILING LIGHT OUTLET AND LAMPS
THE PROVISION FOR EMERGENCY SYSTEM SHALL BE SUPPLIED POWER FROM 6.9kVA/160kW, 1PHASE,
230VOLTS, 60Hz., 1800RPM, 80% POWER FACTOR DIESEL ENGINE GENERATING SET. SAID GENERATING SET
CEILING LIGHT OUTLET
SHALL BE PROVIDED WITH AUTOMATIC TRANSFER SWITCH AS SHOWN IN THE ELECTRICAL RISER
ELECTRICAL RISER DIAGRAM.
UNLESS OTHERWISE INDICATED ON THE PLANS, ALL WIRINGS FOR MAIN SERVICE FEEDER (FROM SERVICE
S SINGLE POLE WALL SWITCH, POLE TO MAIN OVERCURRENT PROTECTIVE DEVICE AND FROM MAIN SERVICE TO DISTRIBUTION/POWER
(10AMPS, 250VOLTS) "EF"- EXHAUST FAN SWITCH
PANELS) AND EXPOSED TO PHYSICAL DAMAGE SHALL BE IN STANDARD GALVANIZED RIGID STEEL CONDUIT
2 SINGLE-POLE WALL SWITCHES ON ONE SWITCH PLATE, (RSC) AND CONDUIT RUN EMBEDDED INSIDE THE CONCRETE AND HOLLOW BLOCKS STRUCTURES, SLABS,
(10AMPS, 250VOLTS)

3 SINGLE-POLE WALL SWITCHES ON ONE SWITCH PLATE COLUMNS AND/OR RUN CONCEALED BETWEEN DOUBLE WALL WOODEN PARTITIONS OR INSIDE THE
(10AMPS, 250VOLTS) CEILING SPACES SHALL BE IN POLYVINYL CHLORIDE (PVC) CONDUIT SCHEDULE 40. WHERE THE USE OF
S3W THREE WAY WALL SWITCH CONCEALED WIRING IS IMPRACTICABLE, SURFACE METAL MOULDING WIRING MAY BE USED.
(10AMPS, 250VOLTS)

DUPLEX CONVENIENCE OUTLET, GROUNDING TYPE ALL LIGHTING CIRCUIT HOMERUNS AND CONVENIENCE OUTLETS SHALL BE WIRED WITH NOT LESS THAN
(15AMPS, 250VOLTS)

HEAVY DUTY OUTLET OUTLET, GROUNDING TYPE(ACU)

(20 AMPS, 250VOLTS)

"EL"
SINGLE CONVENIENCE OUTLET, GROUNDING TYPE
(15 AMPS, 250VOLTS) "EF" DENOTES EMERGENCY LIGHT
DIAMETER, RESPECTIVELY.
ENCLOSED AUTOMATIC CIRCUIT BREAKER
(RATING AS INDICATED)
WHEREVER REQUIRED AND NECESSARY, JUNCTION BOXES OR PULL BOXES SHALL BE INSTALLED AT
B FIRE ALARM BELL OUTLET
INCONSPICUOUS LOCATIONS ALTHOUGH SUCH BOXES ARE NOT SHOWN ON THE PLANS NOR MENTIONED
FA FIRE ALARM MANUAL STATION IN THE SPECIFICATIONS.
"FACP"
FIRE ALARM CONTROL PANEL ALL NON-CURRENT CARRYING METAL PARTS/ENCLOSURES OF ELECTRICAL EQUIPMENT AND
OVERCURRENT DEVICES SHALL BE PROPERLY GROUNDED IN ACCORDANCE WITH ARTICLE 2.50 OF THE
JB JUNCTION/ PULL BOX WITH COVER PLATE PHILIPPINE ELECTRICAL CODE PART 1, 2017 EDITION

ELECTRIC MOTOR THE ELECTRICAL SYSTEM SHALL HAVE A GROUND RESISTANCE NOT EXCEEDING 5 OHMS..
"DP" STANDARD TYPE OF ACCESSORIES, SPLICING DEVICES, TERMINATIONS AND OTHER APPURTENANCES FOR
DISTRIBUTION PANEL
THE ENTIRE ELECTRICAL INSTALLATION SHALL BE USED.
"PP"
POWER PANEL
"MDP" ALL MATERIALS TO BE USED AND INSTALLED SHALL BE BRAND NEW AND OF THE APPROVED TYPE FOR THE
MAIN DISTRIBUTION PANEL
LOCATION AND PURPOSE.
MTS MANUAL TRANSFER SWITCH THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF SERVICE ENTRANCE FOR CONNECTION TO
(RATING AS INDICATED)
POWER COMPANY SERVICE POINT.
UNDERGROUND OR UNDERFLOOR CONDUIT RUN

CONCEALED OR EMBEDDED CONDUIT RUN UNDERGROUND CONDUIT SHALL BE BURIED A MINIMUM OF 600mm BELOW FINISHED GRADE LINE AND
SHALL BE ENCASED IN 20.69 MPa CONCRETE AT A MINIMUM 76mm THICKNESS ALL AROUND.
CIRCUIT HOMERUN
ALL WALL SWITCHES AND OUTLET SHALL BE INSTALLED AT THE FOLLOWING HEIGHT
ELECTRICAL SERVICE ENTRANCE
WALL SWITCHES @ 1300mm FROM FINISH FLOOR LINE
M ELECTRIC SERVICE METER WALL CONVENIENCE OUTLETS @ 300mm FROM FINISH FLOOR LINE
EMERGENCY LIGHT OUTLETS @ 300mm FROM CEILING LINE
GROUNDING SYSTEM
PANEL BOARD @ 1700mm FROM FINISH FLOOR LINE TO TOP OF PANEL

"GEN" GENERATING SET ALL ELECTRICAL WORKS SHALL BE DONE UNDER THE DIRECT AND IMMEDIATE SUPERVISION OF A DULY

HH
STD. 0.90 CU. M. REINFORCED CONCRETE HANDHOLE REGISTERED ELECTRICAL ENGINEER.

PROJECT & LOCATION : SHEET CONTENTS : DRAWN/ACADD BY: SUBMITTED BY : RECOMMENDED BY : APPROVED BY : SET NO. SHEET NO.
REPUBLIC OF THE PHILIPPINES PLANS FOR THE
DEPARTMENT OF PUBLIC WORKS & HIGHWAYS CONSTRUCTION/REHABILITATION/IMPROVEMENT ELECTRICAL SYMBOLS ALDAN E. ALBOS R-IV-B
OF FACILITIES FOR PERSONS WITH GENERAL NOTES ARCHITECT-II BUILDING
PALAWAN IST DISTRICT ENGINEERING OFFICE DISABILITIES (PWD) & ELDERLIES/SENIOR
REGIONAL OFFICE, IV-B
CHECKED BY: CY 2021
CITIZENS INCLUDING GENDER-RESPONSE
ROXAS, PALAWAN FACILITIES EDDIE R. UY ROMMEL P. AGUIRRE PW
E 1
ARIES A. DIOKNO
ROXAS, PALAWAN ENGINEER-II
REGISTERED ELECTRICAL ENGINEER CHIEF, PLANNING AND DESIGN SECTION ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER
 SCHEDULE OF LOAD
NOTE:

H E I G H T S
V E R I F Y
HASHMARKS DENOTE B

"FACP"
FS

PB-A - 15
GROUND FLOOR LEVEL
FINISHED GRADE LINE
TO "FACP"

1 FIRE ALARM SYSTEM RISER DIAGRAM

NOT TO SCALE
E2

SCHEDULE OF LIGHTING FIXTURES AND LAMPS

TO MDP
TO MTS
GENERATOR
INSTALLATION /
SYMBOLS D E S C R I P T I O N
PALECO MOUNTING
PB-A

MDP
ONE (1)-11W, 230V, 60Hz AC, LED LIGHTING FIXTURE WITH KEYLESS TYPE, 4 SURFACED CEILING
INCHES BASE RECEPTACLE OUTLET MOUNTED
MTS

MAIN 150A
SURFACED CEILING
MAIN 400A 1 ONE (1)-18W, 230V, 60Hz AC, LED FIXTURE WITH 1222mm x 300mm HOUSING BOX
TYPE TYPE MOUNTED
1 20A 20A 2
400A 400A 1 150 225 2
3 20A 20A 4
TWO (2)-18W, 230V, 60Hz AC, LED FIXTURE WITH 1222mm x 300mm HOUSING BOX SURFACED CEILING
3 40A 40A 4 2 TYPE TYPE MOUNTED
5 20A 20A 6

7 20A 20A 8
ONE (1) -32W, 230 V, 60Hz AC PL-C COMPACT FLUORESCENT LIGHTING FIXTURE SURFACED CEILING
9 20A 20A 10 2 WITH 457mm x 457mm HOUSING OF ZIN PHOSPHATED DIE-FORMED STEEL SHEET
TO MDP MOUNTED
AND COVER WITH PRISMATIC DIFFUSER
11 20A 20A 12

13 20A 20A 14

15 20A 20A 16

TO MDP

PB-B

PROPOSED SERVICE LATERAL

SINGLE-PHASE, 2-WIRE,
230VOLTS, 60Hz., AC
MAIN 225A

H E I G H T S
PROPOSED REINFORCED
1 20A 20A 2 CONCRETE PEDESTAL /
TRANSFOME POLE (SIZE AS
3 20A 20A 4 REQUIRED)
ENCLOSED ACB: 400AF, 1P, 240V.,
20A 20A PROVISION FOR FUTURE
5 6 400AT, 22kAIC, NEMA 1
EMERGENCY POWER (ENCLOSED
MANUAL TRANSFER SWITCH ("MTS")

V E R I F Y
7 20A 20A 8
: BREAKER TYPE, 400AMPS, 1P,
"MDP" "DPA"

5400mm
20A 20A 240V, 22kAIC, NEMA 1) "DPB"
9 10 PROVISION FOR FUTURE EMERGENCY
M POWER SUPPLY/GENERATINGSET
11 20A 20A 12
GEN
P.F., 1800RPM, PAD MOUNTED DIESEL

1800mm
13 20A 40A 14 ENGINE GENERATING SET)

15 40A 40A 16
GROUND FLOOR LEVEL
FINISHED GRADE LINE
17 40A 20A 18

NOTE: GR1
LOCATIONS OF PROPOSE REINFORCED
CONCRETE PEDESTAL POLE AND HANDHOLES "HH" "HH"
(IF REQUIRED) SHALL BE DETERMINED ON SITE
GR2 HANDHOLE "HH" SIZE AS
REQUIRED (TYPICAL)

2 ELECTRICAL RISER DIAGRAM

E2 NOT TO SCALE

PROJECT & LOCATION : SHEET CONTENTS : DRAWN/ACADD BY: SUBMITTED BY : RECOMMENDED BY : APPROVED BY : SET NO. SHEET NO.
REPUBLIC OF THE PHILIPPINES
SCHEDULE OF LOADS
DEPARTMENT OF PUBLIC WORKS & HIGHWAYS FIRE ALARM SYSTEM RISER DIAGRAM ALDAN E. ALBOS R-IV-B
ARCHITECT-II
PALAWAN IST DISTRICT ENGINEERING OFFICE ELECTRICAL RISER DIAGRAM BUILDING
REGIONAL OFFICE, IV-B
CHECKED BY: CY 2021
ROXAS, PALAWAN
ARIES A. DIOKNO EDDIE R. UY ROMMEL P. AGUIRRE PW
E 2
ROXAS, PALAWAN ENGINEER-II
REGISTERED ELECTRICAL ENGINEER
CHIEF, PLANNING AND DESIGN SECTION ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER
 EXIT MTS
EXIT ELECTRICAL MTS
S ROOM MDP
2 x 1 1 MDP
PB-A
S S S S S f' g'PB-A
"EL" FACP
SAB
w
"EL"
w w
"EL"
S
f'g' FACP 10 PB-B
PB-B KITCHEN
2 2 2 1 1 1 1 1 1 1 1
A B A B A C f' g'
KITCHEN
DN DN
Svwx SC

v STAGE STAGE OFFICE

v v
2 2 2 1
D
OFFICE
13
a a a a' a' a' S
h'i' h' i' W3 W3 DN
W3 W3

2613
2 2 2 1
2613

u u u C S j' SOUND CONTROL

j' ROOM
SOUND CONTROL
S S ROOM
b b b b' b' b' S S DINING
DINING AREA
2 AREA 2 2 1 OFFICE
j t t t Stu S S D l' m'
S DE OFFICE
abc
1
a'b'c' l'm'
1
q'
14
S
"EL" "EL"
FEMALE ACCOMODATION

1
j 2 2 2 Sq'

H A L L W A Y
s E

FEMALE ACCOMODATION
s s c'

MALE ACCOMODATION
1 c c c c' c' 1
Sn' q' CONFERENCE ROOM CONFERENCE ROOM
CONFERENCE ROOM CONFERENCE ROOM

MALE ACCOMODATION
h 1 n'
1 2 2 2 F 1
r r r Sd Sd' x'

Sr Ss d d d d' d' d'

"EL"
PTD-1

i
1 PTD-1 1
1
E LOUNGE
Sf 1 r'
S S f Sp' Sx'
h g g LOUNGE
LOUNGE 9

PD-2
1

1
LOUNGE
2 o' p'
i
1 1 1
12 11
e e e e' e' e' F So' r'

Sij Se Se' Sr'

"EL" "EL"
"EL" "EL"
SI SIJQ SFHR SG

2 2 2 2 2
G
2
H
2
G H
2
8
"EL" J I J I 2 2 2 2 "EL"
Q Q R R
PSD-1 W3 PTD-1PTD-1
"EL"

S S Skl 2 Ss't' S S

k k s' s' TOILET OFFICE

TOILET
2 2 2 2

TOILET TOILET 3
2 2 2 2
4 LOBBY
OFFICE LOBBY
O O P P
l l t' t' OFFICE
2 2 2 2

St'
S S
W3
1 2 2 2 2 1 FILES FILES
FILES K K N N M FILES
L
SKLO SMNP

S S Smn Su'v' SPWD S FEMALE

S PWD PWD MALE
FEMALE u' MALE TOILET TOILET TOILET TOILET
TOILET 2 2 TOILET
PWD
m 2 2
TOILET OFFICE OF THE TOILET
OFFICE OF THE
So
L' L' STAFF 5 6
STAFF
v' OFFICE OF THE OFFICE OF THE
2 2
STAFF STAFF
n

J' J'
2 2
o Sw' w'
2 I' K' 2
SL'
SI'J'K'
"EL"

1 LIGHTING LAYOUT 2 POWER LAYOUT

SCALE: NTS SCALE: NTS
E 4 E 4

PROJECT & LOCATION : SHEET CONTENTS : DRAWN/ACADD BY: SUBMITTED BY : RECOMMENDED BY : APPROVED BY : SET NO. SHEET NO.
REPUBLIC OF THE PHILIPPINES PLANS FOR THE
DEPARTMENT OF PUBLIC WORKS & HIGHWAYS CONSTRUCTION/REHABILITATION/IMPROVEMENT LIGHTING LAYOUT ALDAN E. ALBOS R-IV-B
OF FACILITIES FOR PERSONS WITH POWER LAYOUT ARCHITECT-II BUILDING
PALAWAN IST DISTRICT ENGINEERING OFFICE DISABILITIES (PWD) & ELDERLIES/SENIOR
REGIONAL OFFICE, IV-B
CHECKED BY: CY 2021
CITIZENS INCLUDING GENDER-RESPONSE
ROXAS, PALAWAN FACILITIES EDDIE R. UY ROMMEL P. AGUIRRE PW
E 4
ARIES A. DIOKNO
ROXAS, PALAWAN ENGINEER-II
REGISTERED ELECTRICAL ENGINEER CHIEF, PLANNING AND DESIGN SECTION ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER
 EXIT MTS EXIT MTS
MDP MDP
PB-A PB-A
FACP B FACP
FA
PB-B 14 PB-B
KITCHEN KITCHEN PB-A

DN DN

OFFICE OFFICE

W3 W3 W3 W3
2613

2613
5 SOUND CONTROL
ROOM
5 SOUND CONTROL
ROOM
4 4
DINING DINING
AREA AREA

OFFICE
1 OFFICE
1

H A L L W A Y

H A L L W A Y
FEMALE ACCOMODATION

FEMALE ACCOMODATION
CONFERENCE ROOM CONFERENCE ROOM CONFERENCE ROOM CONFERENCE ROOM

MALE ACCOMODATION

MALE ACCOMODATION
LOUNGE LOUNGE LOUNGE LOUNGE

7 7
6 6

TOILET TOILET OFFICE TOILET TOILET OFFICE

LOBBY LOBBY

OFFICE OFFICE
2 3 2 3

FILES FILES FILES FILES

14
FEMALE PWD PWD MALE FEMALE PWD PB-A PWD MALE
TOILET TOILET TOILET TOILET TOILET TOILET TOILET TOILET
B
FA

OFFICE OF THE OFFICE OF THE OFFICE OF THE OFFICE OF THE

STAFF STAFF STAFF STAFF

1 AIR CONDITIONING UNIT LAYOUT 2 FIRE ALARM SYSTEM

SCALE: NTS SCALE: NTS
E 3 E 3

PROJECT & LOCATION : SHEET CONTENTS : DRAWN/ACADD BY: SUBMITTED BY : RECOMMENDED BY : APPROVED BY : SET NO. SHEET NO.
REPUBLIC OF THE PHILIPPINES PLANS FOR THE
DEPARTMENT OF PUBLIC WORKS & HIGHWAYS CONSTRUCTION/REHABILITATION/IMPROVEMENT LIGHTING LAYOUT ALDAN E. ALBOS R-IV-B
OF FACILITIES FOR PERSONS WITH POWER LAYOUT ARCHITECT-II BUILDING
PALAWAN IST DISTRICT ENGINEERING OFFICE DISABILITIES (PWD) & ELDERLIES/SENIOR
REGIONAL OFFICE, IV-B
CHECKED BY: CY 2021
CITIZENS INCLUDING GENDER-RESPONSE
ROXAS, PALAWAN FACILITIES EDDIE R. UY ROMMEL P. AGUIRRE PW
E 3
ARIES A. DIOKNO
ROXAS, PALAWAN ENGINEER-II
REGISTERED ELECTRICAL ENGINEER CHIEF, PLANNING AND DESIGN SECTION ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER
 PROJECT & LOCATION : SHEET CONTENTS : DRAWN/ACADD BY: SUBMITTED BY : RECOMMENDED BY : APPROVED BY : SET NO. SHEET NO.
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS & HIGHWAYS CONSTRUCTION/REHABILITATION/IMPROVEMENT OF FACILITIES GENERAL NOTES ALDAN E. ALBOS R-IV-B
D:\DAN FILES\WORK\2021\EVACUATION CENTER STANDARD DESIGN\FOR FILING\NEWMPB2M(8X12)-dpwhlogo-958028.jpg

FOR PERSONS WITH DISABILITIES (PWD) AND ARCHITECT-II BUILDING

PALAWAN IST DISTRICT ENGINEERING OFFICE ELDERLIES/SENIOR CITIZENS,
REGIONAL OFFICE, IV-B
CHECKED BY: CY 2021
INCLUDING GENDER-RESPONSIVE FACILITIES
ROXAS, PALAWAN DOMINGO P PARREÑO, JR. EDDIE R. UY ROMMEL P. AGUIRRE PW S 1
ROXAS, PALAWAN NICK RYAN C. TAMBAL
ENGINEER-II CHIEF, PLANNING AND DESIGN SECTION ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER
 SLAB THICKNESS T
SAWED JOINT
TOOLED WITH SEALANT T/5

DE
ld H<t T/3 6mm

P
2-10mmØ TYP. JOINT

RE
t SIO
6t OR 250mmØ 25mm-75mm TYP.

S
t 300 MAX. T/2
T/3T/3
450 MIN 45° T
t
t

N
t 250 < H < 600 50mm
150
PROVIDE 90° HOOK WHERE
t EXCEEDS 50mm
CASE 1 150 CONSTRUCTION JOINT WEAKENED PLANE JOINT

t 300 NOTE:
1. CONTROL JOINTS CAN BE EITHER CONSTRUCTION JOINTS
150 ld OR WEAKENED PLANE JOINTS.
t
25mm-75mm TYP.
CONTROL JOINTS FOR
t < H < 250
CASE 3
10mmØ AS SHOWN
h< 600
45°
t
NOTE:
1. REINF. TO BE SAME BAR SIZE AND SPACING AS
4 SLAB- ON GRADE
10mmØ @ 400mm O.C. SCALE NTS
ADJACENT S-2
t
2. FOR CLOSURE SLABS AT OPENINGS AND BLOCKS OUT,
100
CASE 2 REBARS TO BE THE SAME SIZE, AND 2 / 3 SPACING
OF BARS AS ADJACENT SLABS.
DEPRESSED SLAB &
TYPE REBAR DETAIL OF DEPRESSED/ TYPE PIPE SLEEVE C
1 SLAB EDGE DETAILS L OF COLUMN L
SCALE NTS
2 SUSPENDED SLAB FOR DIFF. ELEVATION 3 OPENNING FOR SLABS
L/3 L/3 L/3
S-2 S-2 SCALE NTS S-2 SCALE NTS

MAIN REINFORCEMENTS
25
t/3 TO BE CONTINUOUS
D

DEPTH OF LINTEL BEAM

TOP BARS
t/3
NOTE:
UNLESS OTHERWISE NOTED IN PLAN, PROVIDE 2D STIRRUPS @ 100MM
FRAMING STIFFENER COLUMNS & STIFFENER BEAMS
NOT MORE THAN 3.OM APART. TOP BARS MAX. SPACING
250
Ø 10mm TIES/S
Ø10x1000 LONG @ 300 O.C. NO
TIRRUPS
@ 200mm O.C.
BOTTOM BARS SPLICE
BOT. BARS SLAB
100

h < 3000
OPENING
2-Ø 10mm MAIN BARS 30 BAR DIA. 40 30 BAR DIA. MAIN REINFORCEMENTS TO BE
CLEAR SPAN D/3 CONTINUOUS (TOP & BOT. BARS)
h < 3000 300
WALL BASE Ø 10mm TIES/STIRRUPS
@ 200mm O.C.
TYPICAL SPLICE DETAILS FOR
t < 3000 t < 3000
150 < 200 TOTAL LENGTH
D/3 D/3
8 BEAMS FRAMING INTO COLUMN
SCALE NTS
S-2
4-Ø 12mm MAIN BARS
REINF. CONCRETE LINTEL
TYPICAL DETAIL OF
6 BEAMS IN CHB WALLS WHERE JOINT IS ATPOINT OF
STRESS,PROVIDE SHEAR RODS BEAM NOTE:
SCALE NTS
S-2 WITH ENGINEERS APPROVAL
5 STIFFENER BEAMS AND COLUMNS
LOCATIONS OF CONSTRUCTION
JOINT, IF REQUIRED, ARE
SUBJECT TO THE APPROVAL OF
SCALE NTS
S-2 THE OWNER'S REPRESENTATIVE. STIFFENER /
BOND BEAM

BOT. OF BEAM
12
LINTEL IN BLOCK WALL (SAME THICKNESS AS CMU)
12 THK. COMPRESSIBLE
JOINT FILLER W/ SEALANT (TYP.)
REINFORCEMENT
TOTAL LENGTH MIN fc' HEIGHT OF LINTEL
CLEAR SPAN L mm STIRRUPS
mm Mpa BEAM (mm)
BOTTOM TOP
PLASTER
1200 1800 13.8 200 2-Ø10mm 2-Ø10mm Ø10mm @ 200
12 THK. COMPRESSIBLE
1500 2100 13.8 225 2-Ø12mm 2-Ø12mm Ø10mm @ 200 DOWELS JOINT FILLER W/ SEALANT 100 CHB WALL

1800 2400 13.8 250 2-Ø16mm 2-Ø16mm Ø10mm @ 200 (TYP.)

LINTEL BEAM
STIFFENER/

S-002
13
2100 2700 17.2 250 2-Ø16mm 2-Ø16mm Ø10mm @ 200 BOND BEAM
2400 3000 17.2 300 2-Ø16mm 2-Ø16mm Ø10mm @ 200
LINTEL
2700 3300 17.2 300 2-Ø16mm 2-Ø16mm Ø10mm @ 200 BEAM
3000 3800 17.2 350 3-Ø16mm 2-Ø16mm Ø10mm @ 200
3300 4100 17.2 400 3-Ø16mm 2-Ø16mm Ø10mm @ 200
3600 4400 17.2 450 4-Ø16mm 2-Ø16mm Ø10mm @ 200
BOT. OF BEAM
1Ø 16 VERT. BAR

200 200
STEEL PIPE SLEEVE
MAIN REINFORCEMENT 13
HORIZONTAL S-002
HORIZONTAL BARS
REINFORCING BAR FOR SLEEVE t 12 SECTION
DOOR
SCALE NTS
OPENING DIAMETER
REINFORCEMENT BARS
HORIZONTAL STIRRUP t OR 1/4D
DIAGONAL
` ` ` ` `

OPENING VERTICAL S-2

DIAGONAL VERTICAL D
BARS
Ø< 100 2-Ø12 2-Ø12
450
150Ø< 100 2-Ø16 2-Ø16 2-Ø16 Ø12-Ø50
TYP.
200Ø< 150 2-Ø20 2-Ø16 2-Ø16 Ø12-Ø50 SLEEVE OPENING
MAX. DIA. = 1/3D

STIRRUPS FFL
VERTICAL ` ` ` ` `

DOWELS DOWELS
PROVIDE 3-Ø10 EXTRA STIRR.
EACH SIDE OF SLEEVES.

TYPICAL DETAILS FOR SLEEVES SECTION

9 THRU CONCRETE BEAM TYPICAL CHB WALL ELEVATION
11
SCALE NTS
10 S-2 SCALE NTS
S-2 S-2 SCALE NTS

PROJECT & LOCATION : SHEET CONTENTS : DRAWN/ACADD BY: SUBMITTED BY : RECOMMENDED BY : APPROVED BY : SET NO. SHEET NO.
REPUBLIC OF THE PHILIPPINES DETAIL SECTION FOR PARAPET
DEPARTMENT OF PUBLIC WORKS & HIGHWAYS CONSTRUCTION/REHABILITATION/IMPROVEMENT OF FACILITIES DETAIL OF STIFFENER BEAMS & ALDAN E. ALBOS R-IV-B
D:\DAN FILES\WORK\2021\EVACUATION CENTER STANDARD DESIGN\FOR FILING\NEWMPB2M(8X12)-dpwhlogo-958028.jpg

FOR PERSONS WITH DISABILITIES (PWD) AND ARCHITECT-II BUILDING

PALAWAN IST DISTRICT ENGINEERING OFFICE ELDERLIES/SENIOR CITIZENS,
COLUMN
REGIONAL OFFICE, IV-B FOUNDATION PLAN CHECKED BY: CY 2021
INCLUDING GENDER-RESPONSIVE FACILITIES
ROXAS, PALAWAN ROOF FRAMING PLAN DOMINGO P PARREÑO, JR. EDDIE R. UY ROMMEL P. AGUIRRE PW S 2
ROXAS, PALAWAN SINK COUNTER DETAIL NICK RYAN C. TAMBAL
ENGINEER-II CHIEF, PLANNING AND DESIGN SECTION ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER
 A A' B C D D' E F G G' H
35650

4700 2075 3850 4800 4800 4800 3850 2075 4700

FTB - 1 FTB - 1 FTB - 1 FTB - 1 FTB - 1

1' C- 1 WF C- 1

1500
F-2 F - 4 WF WF F - 4 WF F - 4 WF WF F - 4 WF F-2
WF FTB - 3

1 .
PDC-1 .
PDC-1
F1 F1

FTB - 2

FTB - 2
FTB - 3
5550

FTB - 3
C- 1
F-4

FTB - 3

FTB - 2
2 C- 1
.
PDC-1 .
PDC-1
C- 1
F-3
F-2 F1 F1

FTB - 2

FTB - 3

FTB - 2
5475
WF WF
C- 1 C- 1 C- 1

FTB - 3
F-4 F-4 F-4

2800
WF WF WF WF

FTB - 1 FTB - 3 FTB - 1

3 C- 1 C- 1 C- 1 C- 1

FTB - 2
PDC-1
. PDC-1
.
F-4 F-2 F-3 F-4
F1 F1

FTB - 2

FTB - 2

FTB - 2

FTB - 2
4625

100mm THK. R.C. SLAB ON FILL WITH 100mm THK. R.C. SLAB ON FILL WITH
10mmØ TEMP. BARS SPACED @ 0.40m 10mmØ TEMP. BARS SPACED @ 0.40m
O.C.BOTH WAYS PROVIDE 100mm C- 1 O.C.BOTH WAYS PROVIDE 100mm
THK. WELL COMPACTED GRAVEL BED 2079 F-4
THK. WELL COMPACTED GRAVEL BED

FTB - 3
FTB - 3
WF WF
4 C- 1 FTB - 1 C- 1
100mm THK. R.C. SLAB ON FILL WITH
C- 1
F-3
FTB - 1 C- 1
F-4 F-2 F-4
10mmØ TEMP. BARS SPACED @ 0.40m

FTB - 2
O.C.BOTH WAYS PROVIDE 100mm
FTB - 2

FTB - 2
THK. WELL COMPACTED GRAVEL BED

FTB - 2

FTB - 2
4550

WF
38075

FTB - 3 FTB - 1
WF
5 C- 1 FTB - 1 C- 1
PDC-1
. C- 1 PDC-1
.
C- 1 WF C- 1
F-4 F-2 F1 F-4 F1 F-3 F-4

FTB - 3

FTB - 2

FTB - 2
WF
5475

WF WF WF WF WF WF WF
FTB - 2

1000 FTB - 2
FTB - 3

WF
WF WF WF
FTB - 3
5382
6 C- 1 FTB - 1 C- 1 .
PDC-1
C- 1 FTB - 1 C- 1
F-4 F-2 F1 F-3 F-4
2229 2471
FTB - 2

FTB - 3
5400

WF WF WF WF
FTB - 3

IMPORTANT NOTE:
IN CASE THE ACTUAL SITE LOCATION/CONDITION IS FOUND NOT
FTB - 3 IN ACCORDANCE WITH THE ASSUMED MAXIMUM WIND
WF WF VELOCITY OF 340 KPH (ALONG EASTERN SEABOARD, SEISMIC
1 FOUNDATION PLAN 7 PDC-1
. PDC-1
.
SOURCE WITHIN 2 KM AND SOIL BEARING CAPACITY OF 96 KPA,
1700

F1 WF WF WF WF WF F1 THE STRUCTURAL DESIGNER/ENGINEER SHALL BE NOTIFIED IN

SCALE: 1:100
S-3 FTB - 1 FTB - 1 FTB - 1 FTB - 1 FTB - 1
WRITING FOR PROPER REVISION OF THE STRUCTURAL PLAN.

7' C- 1 C- 1
F-2 F-4 F-4 F-4 F-4 F-2
3800

FTB - 1 FTB - 1 FTB - 1 FTB - 1

100mm THK. R.C. SLAB ON FILL WITH
WF 10mmØ TEMP. BARS SPACED @ 0.40m WF
O.C.BOTH WAYS PROVIDE 100mm
THK. WELL COMPACTED GRAVEL BED
FTB - 1 FTB - 1
8 FTB - 1
F-4 F-4 F-4 F-4

PROJECT & LOCATION : SHEET CONTENTS : DRAWN/ACADD BY: SUBMITTED BY : RECOMMENDED BY : APPROVED BY : SET NO. SHEET NO.
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS & HIGHWAYS CONSTRUCTION/REHABILITATION/IMPROVEMENT OF FACILITIES ALDAN E. ALBOS R-IV-B
FOR PERSONS WITH DISABILITIES (PWD) AND FOUNDATION PLAN ARCHITECT-II BUILDING
PALAWAN IST DISTRICT ENGINEERING OFFICE ELDERLIES/SENIOR CITIZENS,
REGIONAL OFFICE, IV-B
CHECKED BY: CY 2021
INCLUDING GENDER-RESPONSIVE FACILITIES
ROXAS, PALAWAN DOMINGO P PARREÑO, JR. EDDIE R. UY ROMMEL P. AGUIRRE PW S 3
ROXAS, PALAWAN NICK RYAN C. TAMBAL
ENGINEER-II CHIEF, PLANNING AND DESIGN SECTION ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER
 A A' B C D D' E F G G' H
SCHEDULE OF R.C. BEAMS
G2 G2 G2 G2 G2
1'
MARK DIMENSIONS (mm) REINFORCEMENT

AT SUPPORT AT MIDSPAN STIRRUPS SIZE AND SPACES LOCATION 1

B H G2
G2
TOP BARS BOTT. BARS TOP BARS BOTT. BARS

RG1

RG1
G-1 250 400 8-16mmØ 5-16mmØ 3-16mmØ 4-16mmØ 10mmØ-1@ 50, 10@ 75, REST @ 200mm O.C. MULTIPURPOSE
G2

G-2 250 400 8-16mmØ 8-16mmØ 5-16mmØ 8-16mmØ 10mmØ-1@ 50, 10 @ 75, REST @ 200mm O.C. MULTIPURPOSE 2

G1

RG1

RG1
G3 G3
G-3 250 400 8-16mmØ 8-16mmØ 8-16mmØ 8-16mmØ 10mmØ-1@ 50, 10 @ 75, REST @ 200mm O.C. MULTIPURPOSE

G1
G1
G1
G1
4-16mmØ 250mm LONG
ANCHOR BOLTS W/ STD. NUTS 3 G3
G2
G3
& WASHERS
12mm THK. STL BASE PLATE

G1

G1

G1

G1
4

RG2

RG2
G3 G3

G2

G1

G1

G1

G1
5 G3 G3

4-16mm Ø x250mm LONG

BOLTS W/ STD. NUTS

G1

G1

G1

G1
RG1

RG1
& WASHERS

BOT. CHORD BOT. CHORD

6 G3 G3

RG1

RG1
375x250x12mm THK STL BASE PLATE
G2
G2

7
PLAN ELEVATION 7' G2 G2 G2 G2 G2

1 DET. CONN. OF HT-1 AT SUPPORT (1N) G3 G3 G3 G3

SCALE: NTS G1
S-5 S-6
8 G1 G1

2 ROOF BEAM/GIRDER PLAN

SCALE: NTS
S-5
B B B

C
L
COLUMN C
L CL
COLUMN COLUMN

G-1 H H H L1 L2

EXT. SUPPORT MIDSPAN INT. SUPPORT

0.75 LC OR 0.25 L1 0.75 LC OR 0.25 L2 SPLICE ZONE FOR
0.25 L1 OR 0.75 LC (GREATER GOVERNS) (GREATER GOVERNS) GIRDER TOP BARS 0.25 L2

B B

COVER (TYP.)
B

40mm
TOP BARS AT TOP BARS AT
SUPPORT 1.3Ld SUPPORT 1.3Ld
CONTINUOUS
WEB BARS
TOP BARS AT TOP BARS AT
MIDSPAN SUPPORT

H H
G-2 H

EXT. SUPPORT EXT. SUPPORT EXT. SUPPORT BOTTOM BARS

AT MIDSPAN
2d
B NO SPLICE SHALL BE BOTTOM BARS AT SUPPORT
B 2d NO SPLICE

COVER (TYP.)
B 2d ALLOWED 2d FROM
THE FACE OF THE SHALL BE SPLICE ZONE

40mm
SUPPORT ALLOWED 2d FOR BOTTOM BARS
FROM THE FACE
OF THE SUPPORT
BOTTOM BARS
AT SUPPORT

H H
G-3 H

EXT. SUPPORT MIDSPAN INT. SUPPORT

STIRRUPS
STIRRUPS

3 DET. SEC. OF R.C. BEAM

SCALE: NTS
S-5

PROJECT & LOCATION : SHEET CONTENTS : DRAWN/ACADD BY: SUBMITTED BY : RECOMMENDED BY : APPROVED BY : SET NO. SHEET NO.
REPUBLIC OF THE PHILIPPINES
CONSTRUCTION/REHABILITATION/IMPROVEMENT OF FACILITIES DET. CONN. OF HT-1 AT SUPPORT (1N) ALDAN E. ALBOS
DEPARTMENT OF PUBLIC WORKS & HIGHWAYS ROOF BEAM/GIRDER PLAN R-IV-B
D:\DAN FILES\WORK\2021\EVACUATION CENTER STANDARD DESIGN\FOR FILING\NEWMPB2M(8X12)-dpwhlogo-958028.jpg

FOR PERSONS WITH DISABILITIES (PWD) AND ARCHITECT-II BUILDING

PALAWAN IST DISTRICT ENGINEERING OFFICE ELDERLIES/SENIOR CITIZENS, DET. SEC. OF R.C. BEAM
REGIONAL OFFICE, IV-B
CHECKED BY: CY 2021
INCLUDING GENDER-RESPONSIVE FACILITIES
ROXAS, PALAWAN
SCHEDULE OF R.C. BEAM DOMINGO P PARREÑO, JR. EDDIE R. UY ROMMEL P. AGUIRRE PW S 5
ROXAS, PALAWAN NICK RYAN C. TAMBAL
ENGINEER-II CHIEF, PLANNING AND DESIGN SECTION ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER
 22000 (VERIFY)
24 EQUAL SPACES

LC 185X50X20X2mm THK.
1J STEEL LIGHT GAUGE CHANNEL
LC 185X50X20X2mm THK.
\PURLINS @500mm O.C. WITH
STEEL LIGHT GAUGE CHANNEL S-9
1L-75X50X6mm THK. CLIP ANGLE
\PURLINS @500mm O.C. WITH
11278 11278
1L-75X50X6mm THK. CLIP ANGLE
1000
1000 4837(VERIFY)
1000 4837(VERIFY) 2-L62.5X62.5X9.5 1990 4 EQUAL SPACES
4 EQUAL SPACES 1990
2-L100X100X12.5 (WEB MEMBERS) 1D
(BOTTOM CHORD) S-9
500 1K 500
500 500
500 S-9 500
500 500
8075 500 500
500 500 8075 4180
500 500
500 500

TRUSS - 1
500 500
500 500
1G
1G
S-9 2LC-185X50X20X2mm THK.
1F S-9
1673 PURLINS @500mm O.C. WITH 1F 1673
S-9 6MM THK GUSSET 1L-75X50X6mm THK. CLIP ANGLE S-9
PLATE
6MM THK GUSSET
PLATE
1N 1N
STEEL COLUMN STEEL COLUMN S-9
S-9 ROOF BEAM ROOF BEAM
1N ROOF BEAM ROOF BEAM
2LS-62.5x62.5x6mm 2LS-62.5x62.5x6mm
S-9
VERT/WEB MEMBERS VERT/WEB MEMBERS A
2LS-125x75x8mm BOTTOM CHORD 2LS-125x75x8mm BOTTOM CHORD S-8
22000 (VERIFY)
24 EQUAL SPACES
2LS-125x75x8mm 2LS-125x75x8mm
TOP CHORD TOP CHORD

1J
S-9
11278 11278
2-L100X100X12.5
LC 185X50X20X2mm THK. (TOP CHORD)
1000
STEEL LIGHT GAUGE CHANNEL 2-L62.5X62.5X9.5
\PURLINS @500mm O.C. WITH (WEB MEMBERS)
1L-75X50X6mm THK. CLIP ANGLE 1D
2-L100X100X12.5
S-9
1200 1990
(BOTTOM500CHORD) 1K 500 1990 1200
500 500
500 500
500 S-9 500
500 500 IMPORTANT NOTE:
500 500 4180
500 500
500 500 IN CASE THE ACTUAL SITE LOCATION/CONDITION IS FOUND NOT
500 500
500 500 IN ACCORDANCE WITH THE ASSUMED MAXIMUM WIND

1F
TRUSS - 2 2LC-185X50X20X2mm THK.
PURLINS @500mm O.C. WITH
VELOCITY OF 340 KPH (ALONG EASTERN SEABOARD, SEISMIC
SOURCE WITHIN 2 KM AND SOIL BEARING CAPACITY OF 96 KPA,
1673 S-9 1673
6MM THK GUSSET THE STRUCTURAL DESIGNER/ENGINEER SHALL BE NOTIFIED IN
1080
1L-75X50X6mm THK. CLIP ANGLE 1080
PLATE WRITING FOR PROPER REVISION OF THE STRUCTURAL PLAN.
6MM THK GUSSET
PLATE
STEEL COLUMN STEEL COLUMN ROOF BEAM B
ROOF BEAM
S-8

1 TRUSS 1 & 2 DIAGRAM

SCALE: 1:50
S-6
2-L62.5X62.5X9.5
(WEB MEMBERS)
2-L62.5X62.5X9.5
2-L100X100X12.5 2-L100X100X12.5 (WEB MEMBERS)
(BOTTOM CHORD) (TOP CHORD) 2-L100X100X12.5
(BOTTOM CHORD) 2-L100X100X12.5

2-L50x50x9.5 2-L50x50x9.5 L50x50x9.5 2-L50x50x9.5 L50x50x9.5

L50x50x9.5 TYP.

5 EQUAL SPACES
TYP.
3 EQUAL SPACES 3 EQUAL SPACES
TUBULAR
STEEL BEAM
1000 1000 450

3520 5475 3425 A

SEE
A
ST - 1 ST - 2 ST - 6 NOTE

3 SIDES
2-L50x50x9.5 L50x50x9.5 2-L50x50x9.5 2-L50x50x9.5 TUBULAR (TYP.)
L50x50x9.5 L50x50x9.5
STEEL BEAM
4 EQUAL SPACES 4 EQUAL SPACES 3 EQUAL SPACES
STEEL TYP.
WIDE
1000 1000 1000 FLANGE STEEL WIDE
TYP. COLUMN FLANGE COLUMN
4625 4550 3550
ST - 3 ST - 4 ST - 5 TUBULAR STEEL BEAM TO WIDE
FLANGE STEEL COLUMN CONNECTION
ST DIAGRAM NOTE:
2 3 DETAILS (MOMENT CONNECTION)
SCALE: NTS
THICKNESS OF GUSSET CONNECTION
S-6 S-6 SCALE: NTS
PLATE SHALL NOT BE LESS THAN
COLUMN WEB THICKNESS OF CONNECTED
ELEMENT (WHICHEVER IS GREATER)

PROJECT & LOCATION : SHEET CONTENTS : DRAWN/ACADD BY: SUBMITTED BY : RECOMMENDED BY : APPROVED BY : SET NO. SHEET NO.
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS & HIGHWAYS CONSTRUCTION/REHABILITATION/IMPROVEMENT OF FACILITIES
TRUSS 1 & 2 DIAGRAM ALDAN E. ALBOS R-IV-B
D:\DAN FILES\WORK\2021\EVACUATION CENTER STANDARD DESIGN\FOR FILING\NEWMPB2M(8X12)-dpwhlogo-958028.jpg

FOR PERSONS WITH DISABILITIES (PWD) AND ARCHITECT-II BUILDING

PALAWAN IST DISTRICT ENGINEERING OFFICE ELDERLIES/SENIOR CITIZENS, ST DIAGRAM
REGIONAL OFFICE, IV-B
CHECKED BY: CY 2021
INCLUDING GENDER-RESPONSIVE FACILITIES
ROXAS, PALAWAN
TUBULAR STEEL BEAM DETAILS DOMINGO P PARREÑO, JR. EDDIE R. UY ROMMEL P. AGUIRRE PW S 6
ROXAS, PALAWAN NICK RYAN C. TAMBAL
ENGINEER-II CHIEF, PLANNING AND DESIGN SECTION ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER
 A A' B C D D' E F G G' H
26250

5925 4800 4800 4800 5925

C D E F
29388 14400
1550 26250 1550

1000 4800 4800 4800 1000

TRUSS - 3 1560

1' 7'
1750

(BELOW)

(BELOW)

(BELOW)

(BELOW)

(BELOW)

(BELOW)

(BELOW)

(BELOW)

(BELOW)

(BELOW)

(BELOW)
ST-1

ST-1

ST-1

ST-1

ST-1

ST-1

ST-1

ST-1

ST-1

ST-1

ST-1
1 L75x75x5 SEAT ANGLE
W/ Ø 12 ANCHOR BOLTS
3520
TRUSS - 4
SPACED @ 600mm O.C.
2LC-185x50x20x2.5mm THK
PURLINS @ 500mm O.C WITH TRUSS - 2
1L-75x50x6.0mm CLIP ANGLE
2LC-175x50x20x2.5mm THK

(BELOW)

(BELOW)

(BELOW)

(BELOW)
5300 PURLINS @ 600mm O.C WITH

ST- 6

ST- 6

ST- 6

ST- 6
(BELOW)

(BELOW)

(BELOW)

(BELOW)

(BELOW)

(BELOW)

(BELOW)

(BELOW)

(BELOW)

(BELOW)

(BELOW)
1L-75x50x6.0mm CLIP ANGLE

ST-1

ST-1

ST-1

ST-1

ST-1

ST-1

ST-1

ST-1

ST-1

ST-1

ST-1
3520
3425
2LC-175x50x20x2.5mm THK
2 TRUSS - 1 PURLINS @ 600mm O.C WITH
1L-75x50x6.0mm CLIP ANGLE
1175
(BELOW)

(BELOW)

(BELOW)

(BELOW)

(BELOW)

(BELOW)

(BELOW)

(BELOW)

(BELOW)

(BELOW)

(BELOW)

(BELOW)

(BELOW)
ST-2

ST-2

ST-2

ST-2

ST-2

ST-2

ST-2

ST-2

ST-2

ST-2

ST-2

ST-2

ST-2
5475 5475
8
2800 TRUSS - 4
1175
3 TRUSS - 1
Ø12 SAG RODS
@ THIRD POINTS
(BELOW)

(BELOW)

(BELOW)

(BELOW)

(BELOW)

(BELOW)

(BELOW)

(BELOW)

(BELOW)

(BELOW)

(BELOW)

(BELOW)

(BELOW)

(BELOW)

(BELOW)
ST-3

ST-3

ST-3

ST-3

ST-3

ST-3

ST-3

ST-3

ST-3

ST-3

ST-3

ST-3

ST-3

ST-3

ST-3
4625 4625 (STAGGERED) L75x75x5 SEAT ANGLE W/ Ø 12 ANCHOR
35919
BOLTS SPACED @ 600mm O.C.
4 TRUSS - 1
18025

(BELOW)
(BELOW)

(BELOW)

(BELOW)

(BELOW)

(BELOW)

(BELOW)

(BELOW)

(BELOW)

(BELOW)

(BELOW)

(BELOW)

(BELOW)

(BELOW)

(BELOW)
ST-4
ST-4

ST-4

ST-4

ST-4

ST-4

ST-4

ST-4

ST-4

ST-4

ST-4

ST-4

ST-4

ST-4

ST-4
4550 4550

5 TRUSS - 1

2 ROOF -2 FRAMING PLAN

(BELOW)

(BELOW)

(BELOW)

(BELOW)

(BELOW)

(BELOW)

(BELOW)

(BELOW)

(BELOW)

(BELOW)

(BELOW)

(BELOW)

(BELOW)

(BELOW)

(BELOW)
SCALE: 1:5
5475
S-7
ST-2

ST-2

ST-2

ST-2

ST-2

ST-2

ST-2

ST-2

ST-2

ST-2

ST-2

ST-2

ST-2

ST-2

ST-2
5475

6 1175
TRUSS - 1
14500 (VERIFY)
800 16 EQUAL SPACES 800
(BELOW)

(BELOW)

(BELOW)

(BELOW)

(BELOW)

(BELOW)

(BELOW)

(BELOW)

(BELOW)

(BELOW)

(BELOW)
3550
ST-5

ST-5

ST-5

ST-5

ST-5

ST-5

ST-5

ST-5

ST-5

ST-5

ST-5
Aluminum Metal

1175
1J
Cladding

1D
Ø12 SAG RODS
@ THIRD POINTS
(STAGGERED)
2-L62.5X62.5X9.5 2-L62.5X62.5X9.5 2-L62.5X62.5X9.5
TRUSS - 2 16mmØ STEEL CROSS BRACING
S-9 S-9
(TOP CHORD)
W/ STD. TURNBUCKLES

16mmØ STEEL CROSS BRACING

(WEB MEMBERS) (BOTTOM CHORD)
(BELOW)

(BELOW)

(BELOW)

(BELOW)

(BELOW)

(BELOW)

(BELOW)

(BELOW)

(BELOW)

(BELOW)

(BELOW)
W/ STD. TURNBUCKLES
ST-5

ST-5

ST-5

ST-5

ST-5

ST-5

ST-5

ST-5

ST-5

ST-5

7 ST-5
3550
7346 7346
450
7' 500 500 500 500
TRUSS - 3
1560 500 500 140 500 500
500 500 280 500 500
1K 1625
ROOF - 2 FRAMING PLAN S-9

6mm GUSSET PLATE LC 175X50X20X2mm THK.

PURLINS @600mm O.C. WITH
ROOF BEAM 1L-75X50X6mm THK. CLIP ANGLE ROOF BEAM
CONCRETE COLUMN C
CONCRETE COLUMN S-8
1 ROOF -1 FRAMING PLAN
SCALE: 1:5
S-7 3 TRUSS - 4 DIAGRAM
2-L62.5X62.5X9.5 S-7 SCALE: 1:5
(WEB MEMBERS)
22000 (VERIFY)
2-L62.5X62.5X9.5 24 EQUAL SPACES

2-L100X100X12.5 2-L100X100X12.5 (WEB MEMBERS) LC 185X50X20X2mm THK.

(BOTTOM CHORD) (TOP CHORD) 2-L100X100X12.5 STEEL LIGHT GAUGE CHANNEL
\PURLINS @500mm O.C. WITH
(BOTTOM CHORD) 2-L100X100X12.5 1L-75X50X6mm THK. CLIP ANGLE 1J
S-9
250X250X12mm (TOP CHORD)
2-L100X100X12.5 11278
2-L100X100X12.5
11278
STEEL BASE PLATE
(BOTTOM CHORD) (TOP CHORD)
4-16mmØ x300mm 2-L62.5X62.5X9.5
1000

350X350X12mm LONG ANCHOR BOLTS (WEB MEMBERS) 1D

2-L100X100X12.5
STEEL BASE PLATE (BOTTOM CHORD) S-9
CONCRETE BEAM 1200 1990 500 1K 500 1990 1200
4-16mmØ x300mm 500
500
S-9
500
500
350X350X12mm 500 500
LONG ANCHOR BOLTS CONCRETE 500
500 500
500 4180
STEEL BASE PLATE 500
500 500
500
CONCRETE COLUMN COLUMN 500 500
500

A DETAIL B DETAIL
C DETAIL
S-7 SCALE: NTS
S-7 SCALE: NTS
S-7 SCALE: NTS 1F
S-9 1673 1673 1F
S-9
1N 1N
S-9 S-9

CONN. OF TRUSS & CONC. COLUMN 5 TRUSS - 3 DIAGRAM B

4 SCALE: 1:5 S-8
SCALE: NTS S-7 CONCRETE BEAM CONCRETE COLUMN
S-7 CONCRETE COLUMN CONCRETE BEAM

PROJECT & LOCATION : SHEET CONTENTS : DRAWN/ACADD BY: SUBMITTED BY : RECOMMENDED BY : APPROVED BY : SET NO. SHEET NO.
REPUBLIC OF THE PHILIPPINES
ROOF-1 FRAMING PLAN
DEPARTMENT OF PUBLIC WORKS & HIGHWAYS CONSTRUCTION/REHABILITATION/IMPROVEMENT OF FACILITIES ALDAN E. ALBOS R-IV-B
D:\DAN FILES\WORK\2021\EVACUATION CENTER STANDARD DESIGN\FOR FILING\NEWMPB2M(8X12)-dpwhlogo-958028.jpg

FOR PERSONS WITH DISABILITIES (PWD) AND ROOF-2 FRAMING PLAN ARCHITECT-II BUILDING
PALAWAN IST DISTRICT ENGINEERING OFFICE ELDERLIES/SENIOR CITIZENS, TRUSS-3 DIAGRAM
REGIONAL OFFICE, IV-B
CHECKED BY: CY 2021
INCLUDING GENDER-RESPONSIVE FACILITIES
ROXAS, PALAWAN CONN. OF TRUSS & CONC. COLUMN DOMINGO P PARREÑO, JR. EDDIE R. UY ROMMEL P. AGUIRRE PW
S 7
ROXAS, PALAWAN TRUSS-4 DIAGRAM NICK RYAN C. TAMBAL
ENGINEER-II CHIEF, PLANNING AND DESIGN SECTION ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER
 100mm THK.
CHB WALL
NGL NGL
Ø10 VERT. BARS
NGL @400 O.C.
Ø10 HOR. BARS
@EVERY 3RD
10-25mm Ø EACHWAY 8-16mm Ø COURSE
(TOP & BOTTOM) EACHWAY
8-16mm Ø
1500 1500 EACHWAY
1500
2-Ø10 LONG. Ø10 BARS SPACED
BARS TO MATCH SLAB
REINFORCING BARS
325 275
FFL
300 100

2900 100
1200
ELEVATION 1
2 21
100mm THK. ELEVATION
100mm THK. 1600 250
WELL COMPACTED ELEVATION
GRAVEL FILL WELL COMPACTED 400
100mm THK.
GRAVEL FILL
1450 1450 WELL COMPACTED 100mm THK.
7-20mm Ø
7-20mm Ø GRAVEL FILL WELL-COMPACTED
A' G' EACHWAY 1600 GRAVEL BASE
EACHWAY
1200 2 DET. OF WF
SCALE: 1:5
S-4
8-16mm Ø
EACHWAY
600 600
1450 PDC-1
(PEDESTAL COL.)

COL.
COL.
1600 COL. X=500

PED.
2900 COL. 600 600
Y=800

1200 PLAN
1450 F-3 PLAN
PLAN
F-2 F-4 500 X 800
1 FOOTING DETAILS 16 - 32mmØ
SCALE: 1:5
S-4 10mmØ TIES- 1@50,
REST @125mm O.C.
PLAN (3TIES/SET)

PDC-1
F1

SCHEDULE OF COLUMNS

COL. MARK
C-1 PDC-1 t= 12 MM

FLOOR LEVEL (PEDESTAL COL.)

DETAILS 4 DETAILS 5 DETAILS 6
DETAILS 3
X=500
3 DET. CONN. OF PDC-1
X=350 SCALE: 1:5
DETAILS 2 S-4
FOUNDATION Y=350 Y=800
TO
ROOF LEVEL
SCHEDULE OF FOOTING TIE BEAMS

MARK DIMENSIONS TOP BARS BOTTOM BARS

SIZE (mm) 350 X 350 500 X 800 BOTTOM BARS LOCATION
B H AT SUPPORT AT MIDSPAN AT SUPPORT AT MIDSPAN
VERT. REINF. 16 - 20mmØ 16 - 32mmØ
FTB-1 250 400 8-16mmØ 3-16mmØ 4-16mmØ 4-16mmØ 10mmØ-1@ 50, 10@ 75, REST @ 150mm O.C. MULTI-PURPOSE
10mmØ TIES- 1@50, 10mmØ TIES- 1@50,
TIES SIZES & SPACING 10@100, REST @200 REST @125mm O.C.
mm O.C. (3TIES/SET) (3TIES/SET) FTB-2 300 500 4-25mmØ 4-25mmØ 4-25mmØ 4-25mmØ 10mmØ-1@ 50, REST @ 100mm O.C. MULTI-PURPOSE

CONFINEMENT (Y)(mm) 500 500 FTB-3 450 650 11-25mmØ 11-25mmØ 11-25mmØ 11-25mmØ 10mmØ-1@ 50, REST @ 150mm O.C. MULTI-PURPOSE

PROJECT & LOCATION : SHEET CONTENTS : DRAWN/ACADD BY: SUBMITTED BY : RECOMMENDED BY : APPROVED BY : SET NO. SHEET NO.
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS & HIGHWAYS CONSTRUCTION/REHABILITATION/IMPROVEMENT OF FACILITIES FOOTING DETAILS ALDAN E. ALBOS R-IV-B
PALAWAN IST DISTRICT ENGINEERING OFFICE
FOR PERSONS WITH DISABILITIES (PWD) AND DETAILS OF WF-2 ARCHITECT-II BUILDING
ELDERLIES/SENIOR CITIZENS,
REGIONAL OFFICE, IV-B INCLUDING GENDER-RESPONSIVE FACILITIES
DETAILS CONNECTION OF PDC-1 CHECKED BY: CY 2021
ROXAS, PALAWAN SCHEDULE OF COLUMNS DOMINGO P PARREÑO, JR. EDDIE R. UY ROMMEL P. AGUIRRE PW S 4
ROXAS, PALAWAN SCHEDULE OF FOOTING TIE BEAMS NICK RYAN C. TAMBAL
ENGINEER-II CHIEF, PLANNING AND DESIGN SECTION ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER
 SCHEDULE OF WELDS

GUSSET PLATE MEMBER SIZE OF FILLET

THICKNESS (MM) THICKNESS (MM) WELD, T (MM)

3.0 3.0 TOP CHORD

6 250 TYP
( W SECTION) t
5.0 3.0

6.0 5.0 WP

8.0 6.0
10
10.0 6.0
250
12.0 6.0

16.0 8.0 2
40 WEB
6 18.0 8.0 TYP 210 MEMBERS
t
20.0 8.0

NOTE:
GUSSET PLATE DIMENSION SHALL BE DICTATED BY THE MINIMUM 1 DETAIL CONN. OF CROSS-BRACING
SCALE NTS
REQUIRED LENGTH OF WELD S-8 DETAILS
1E
SCALE NTS
S-8

550
t
410 80 390 80
GUSSET L50x50x5
TOP CHORD PLATE
120 240 50
WEB WEB
TYP 300 WEB MEMBER
WP
MEMBERS t TOP MEMBERS
TYP
GUSSET t
TYP
WEB MEMBERS CHORD t
75
PLATE
250 90 40 20
GUSSET
130 220 PLATE 260 150
220 200X200X6
300 TYP
t TYP
170 90 t BASE PLATE
50x100x6 THK. 20mmØx70mmBOLTS BOTTOM CHORD
WEB MEMBERS 250 BOTTOM CHORD 50
80 GUSSET 150 STEEL PLATE 75 W/ STD NUTS & WASHER
TYP
TYP
t 400 80 130 PLATE
t CONCRETE
BEAM
80 WEB MEMBERS
DETAIL
1G GUSSET
SCALE NTS t BOTTOM BOTTOM
DETAIL S-8 PLATE
1F CHORD CHORD
1L ANGULAR BUCKLE DETAIL DETAIL
S-8 SCALE NTS 1H DETAIL DETAIL DETAIL 1N
S-8 SCALE NTS 1J 1K S-8 SCALE NTS
S-8 SCALE NTS
SCALE NTS
S-8 SCALE NTS S-8

3 DETAIL CONN. OF TRUSSES

SCALE NTS
S-8
NOTE 1: NOTE 2: NOTE 3:
GUSSET PLATE THICKNESS SHALL BE PRE- WELDED STIFFENER PLATES THE DEPTH OF THE GUSSET PLATE SHALL BE
GREATER THAN THE THINKNESS SHALL MATCH COLUMN'S WEB THICKNESS GREATER THAN THE DEPTH OF THE SECTION
10 OF THE WEB(COMBINED THICKNESS AND SHALL BE MINIMUN OF 12 MM THK
NOTE 4:
OF THE DOUBLE ANGLE IF APPLICABLE)
SHEAR TAB CONNECTOR SHALL BE WELDED
50x50x5MM THK.
TWO SIDES ON THE SECTION ( FRONT & BACK).
TOP & BOT. PLATE
@ 600MM O.C.
STEEL COLUMN EACH
(W-SECTION) SIDE/LEG
(TYP.)
TYP.
50
4 P
5 Dp
(NOTE 3)
1M STRUT DETAIL DOUBLE
SCALE NTS ANGLE (LLBB)
S-8 DOUBLE
GUSSET PLATE ANGLE (LLBB)
(NOTE 1) t
6
10MM THK. COLUMN WEB &
GUSSET PLATE
100 100 FLANGE STIFFENER EACH SIDE
CONNECTOR PLATE
6MM THK. TYP. 200 200 25MM PLATES (NOTE 2)
(CLEARANCE)
CONNECTOR PLATE 3 10MM THK. GRID
S-8 STRUT
CONNECTOR PLATE STEEL COLUMN SHEAR TAB CONNECTOR (NOTE 4)
(W-SECTION) STEEL COLUMN EACH
STRUT STEEL COLUMN SHEAR TAB
75 (W-SECTION) SIDE/LEG
250 (W-SECTION) CONNECTOR
(TYP.)

500 GUSSET PLATE

P
GUSSET PLATE DOUBLE
250 Dp
ANGLE (NOTE 3)

BOT. CHORD OF DOUBLE

TYP. TRUSS T-1 GUSSET PLATE ANGLE (LLBB)
TYP.
DOUBLE (NOTE 1)
OF TRUSS ANGLE COLUMN WEB &
TYP. t
200 200 BOTTOM CHORD TWO SIDES FLANGE STIFFENER
EACH SIDE PLATES (NOTE 2)
25MM
(CLEARANCE)

7 STRUT TO TRUSS CONN. DET. IMPORTANT NOTE:

S-8 SCALE NTS
IN CASE THE ACTUAL SITE LOCATION/CONDITION IS FOUND NOT 8A MOMENT CONN. DET.
IN ACCORDANCE WITH THE ASSUMED MAXIMUM WIND S-8 SCALE 1:15M

VELOCITY OF 340 KPH (ALONG EASTERN SEABOARD, SEISMIC

SOURCE WITHIN 2 KM AND SOIL BEARING CAPACITY OF 96 KPA,
THE STRUCTURAL DESIGNER/ENGINEER SHALL BE NOTIFIED IN
WRITING FOR PROPER REVISION OF THE STRUCTURAL PLAN.
8 TRUSS ( DOUBLE ANGLE) TO COLUMN (W. SECTION)
SCALE AS SHOWN
S-8

PROJECT & LOCATION : SHEET CONTENTS : DRAWN/ACADD BY: SUBMITTED BY : RECOMMENDED BY : APPROVED BY : SET NO. SHEET NO.
REPUBLIC OF THE PHILIPPINES DETAIL CONN. OF CROSS BRACING
DEPARTMENT OF PUBLIC WORKS & HIGHWAYS CONSTRUCTION/REHABILITATION/IMPROVEMENT OF FACILITIES
ROOFING FIXER ALDAN E. ALBOS R-IV-B
D:\DAN FILES\WORK\2021\EVACUATION CENTER STANDARD DESIGN\FOR FILING\NEWMPB2M(8X12)-dpwhlogo-958028.jpg

FOR PERSONS WITH DISABILITIES (PWD) AND

DETAIL CONN. OF TRUSSES ARCHITECT-II BUILDING
PALAWAN IST DISTRICT ENGINEERING OFFICE ELDERLIES/SENIOR CITIZENS,
DETAILS OF PURLINS CHECKED BY: CY 2021
REGIONAL OFFICE, IV-B INCLUDING GENDER-RESPONSIVE FACILITIES
ROXAS, PALAWAN
SCHEDULE OF WELDS
STRUT CONNECTION DETAILS DOMINGO P PARREÑO, JR. EDDIE R. UY ROMMEL P. AGUIRRE PW S 8
ROXAS, PALAWAN TRUSS TO STEEL COLUMN CONN. DETAILS NICK RYAN C. TAMBAL
ENGINEER-II CHIEF, PLANNING AND DESIGN SECTION ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER
 229.1 WIDTH OF SECTION
11.9
TYP VERIFY COLUMN
212.2 t SCHEDULE (X)
19.6 13.1 t=8MM
100
50 50 25MM THK.
190.4 21.2 NON-SHRINK GROUT
9
PURLIN
14.5 2-12mmØ x40 LONG BOLTS W/ STD. NUTS
& WASHERS
L100X100X12.5MM STEEL COLUMN
6MM THK STEEL BENT PLATE W/ 6MM
50
THK STIFF. PLATE 75
70

500
t

612.1 106.7 350X650X12MM THK.

544.3 BASE PLATE W/
504035 VERIFY COLUMN 6-Ø16 ANCHOR BOLTS
456.9 SCHEDULE (Y) W/ STD. NUTS. & WASHER
125
100 106.7

INCLINED ROOF
BEAM

75

19.6 21.2
14.5

WIDTH OF SECTION

t TYP
t=8MM 2-Ø 12x40MM LONG 100
5B
BOLTS W/ STD. NUTS
1 STEEL SECTION DETAIL 100
& WASHERS
50 50
S-9
50
SCALE NTS
S-9
STEEL COLUMN
150
50
6MM THK STEEL
12MMØ 4-16MMØ BOLTS BENT PLATE W/ 6MM 350X650X12MM THK.
L100X100X12.5MM
BASE PLATE 50 THK STIFF. PLATE BASE PLATE W/
6-Ø16 ANCHOR BOLTS
PURLIN
W/ STD. NUTS. & WASHER
400 2-Ø12 x 250MM LONG
ANCHOR BOLTS W/ STD. 25MM THK.
NUTS AND WASHER 600 NON-SHRINK GROUT

INCLINED ROOF
400 BEAM
CONC. PEDESTAL
TOP CHORD OF TRUSS 100

50
5 TRUSS CONNECTION DETAILS
SCALE NTS
S-9

FULL WELD TO FLANGE 5A BASE PLATE DETAIL

SCALE 1:30
S-9

STEEL BEAM (RG)

2 TRUSS TO RG CONNECTION
SCALE NTS
S-9

5050

10mmØ VERT. BARS 5050

2-10MMØ LONGITUDINAL BARS SPACED @ 0.40M O.C.

100MM THK RAMP SLAB WITH 10MMØ G1A

TEMP BARS @ 0.40M O.C. BOTH WAYS *G1A *CG1A

G1A 2190
FLOOR SLAB FFL 10mmØ @ 0.4 M. 1286
(VERIFY)
RAMP 100 O.C. (VERIFY) *G1A *CG1A G2A
FGL G1A
*CG1A *G1A *CG1A
300 250 G1A
5190
*CG1A (VERIFY) G1A
3000
100MM THICK GRAVEL BED (VERIFY) *CG1A
50mm THK. GRAVEL 3000
(VERIFY)
1200 BEDDING
400 FGL
3-12mmØ BARS
6 RAMP DETAILS
1500 FGL
SCALE NTS
S-9 C1/F2 C1/F2
1500
C1/F2 C1/F2
IMPORTANT NOTE: 7 WF-1 FOOTING DETAILS
SCALE NTS
IN CASE THE ACTUAL SITE LOCATION/CONDITION IS FOUND NOT S-9 FRAME ELEVATION ALONG GRID 1
IN ACCORDANCE WITH THE ASSUMED MAXIMUM WIND
VELOCITY OF 340 KPH (ALONG EASTERN SEABOARD, SEISMIC FRAME ELEVATION ALONG GRID 3
SOURCE WITHIN 2 KM AND SOIL BEARING CAPACITY OF 96 KPA,
THE STRUCTURAL DESIGNER/ENGINEER SHALL BE NOTIFIED IN
WRITING FOR PROPER REVISION OF THE STRUCTURAL PLAN. 8 FRAME ELEVATION AT TRAINING AREA
SCALE 1:50 M
S-9

PROJECT & LOCATION : SHEET CONTENTS : DRAWN/ACADD BY: SUBMITTED BY : RECOMMENDED BY : APPROVED BY : SET NO. SHEET NO.
REPUBLIC OF THE PHILIPPINES STEEL SECTIONS DETAILS
DEPARTMENT OF PUBLIC WORKS & HIGHWAYS CONSTRUCTION/REHABILITATION/IMPROVEMENT OF FACILITIES TRUSS TO RG CONNECTION DETAILS ALDAN E. ALBOS R-IV-B
D:\DAN FILES\WORK\2021\EVACUATION CENTER STANDARD DESIGN\FOR FILING\NEWMPB2M(8X12)-dpwhlogo-958028.jpg

FOR PERSONS WITH DISABILITIES (PWD) AND SC-1 TO RG CONNECTION DETAILS ARCHITECT-II BUILDING
PALAWAN IST DISTRICT ENGINEERING OFFICE ELDERLIES/SENIOR CITIZENS, TRUSS CONNECTION DETAILS
REGIONAL OFFICE, IV-B BASE PLATE DETAIL CHECKED BY: CY 2021
INCLUDING GENDER-RESPONSIVE FACILITIES
ROXAS, PALAWAN
RAMP DETAILS
WF-1 FOOTING DETAILS
DOMINGO P PARREÑO, JR. EDDIE R. UY ROMMEL P. AGUIRRE PW S 9
ROXAS, PALAWAN FRAME ELEVATION OF TRAINING AREA NICK RYAN C. TAMBAL
ENGINEER-II CHIEF, PLANNING AND DESIGN SECTION ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER
 A A' B C D D' E F G G' H
ALLUMINUM CLADDING
4.5MM THK CLEAR FIXED GLASS ON
VERIFY COLOR
POWDER COATED ALUMINUM
ALLUMINUM CLADDING 150MM THK CHB EXTERIOR WALL
VERIFY COLOR WITH PLAIN CEMENT PLASTER
PAINTED FINISH
7848
APEX LN. OF ROOF

150MM THK CHB EXTERIOR WALL

WITH PLAIN CEMENT PLASTER
PAINTED FINISH

4900
FACADE PARAPET WALL LN. 1
4078
TOP OF STEEL BEAM LN. 3750
FRONT CANOPY
3000 TOP OF ROOF BEAM LN.
CEILING LN.
2400
TOP OF WALL CLADDING LN.

W4 W4 W4 W4 W4 W4 W4 W4
1100
100 TOP OF PEDESTAL LN.
D1 500
FIN. FLOOR LN.
0
FREE
DOWNLOAD @
REVITCARS.COM

N.G.L.

1 FRONT ELEVATION
SCALE: 1:100
A-5

H G' G F E D' D C B A' A

4.5MM THK CLEAR FIXED GLASS ON
POWDER COATED ALUMINUM FIBER CEMENT BOARD
FIBER CEMENT BOARD
0.50MM THK LONGSPAN G.I.
150MM THK CHB EXTERIOR WALL ROOFING SHEET
WITH PLAIN CEMENT PLASTER 7860
PAINTED FINISH
APEX LN. OF ROOF
150MM THK CHB EXTERIOR WALL
PRE PAINTED G.I. GUTTER WITH PLAIN CEMENT PLASTER
PAINTED FINISH
5900
PRE PAINTED G.I. GUTTER
FACADE PARAPET WALL LN. 2

4900
FACADE PARAPET WALL LN. 1
4078
TOP OF STEEL BEAM LN.

3000 TOP OF ROOF BEAM LN.

CEILING LN.
2400
TOP OF WALL CLADDING LN.

W4 W4 W4 W4 W4 W4 W4 W4 W4 W4
W1 1100
W2
D2 TOP OF PEDESTAL LN.
500
1000
FIN. FLOOR LN.
N.G.L.

2 REAR ELEVATION
SCALE: 1:100
A-5

PROJECT & LOCATION : SHEET CONTENTS : DRAWN/ACADD BY: SUBMITTED BY : RECOMMENDED BY : APPROVED BY : SET NO. SHEET NO.
REPUBLIC OF THE PHILIPPINES PLANS FOR THE
DEPARTMENT OF PUBLIC WORKS & HIGHWAYS CONSTRUCTION/REHABILITATION/IMPROVEMENT ALDAN E. ALBOS R-IV-B
OF FACILITIES FOR PERSONS WITH ARCHITECT-II BUILDING
PALAWAN IST DISTRICT ENGINEERING OFFICE DISABILITIES (PWD) & ELDERLIES/SENIOR
FRONT ELEVATION
CHECKED BY: CY 2021
REGIONAL OFFICE, IV-B CITIZENS INCLUDING GENDER-RESPONSE REAR ELEVATION
ROXAS, PALAWAN FACILITIES DOMINGO P PARREÑO, JR. EDDIE R. UY ROMMEL P. AGUIRRE PW A 5
ROXAS, PALAWAN ALDAN E. ALBOS CHIEF, PLANNING AND DESIGN SECTION ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER
ARCHITECT-II
 1' 1 2 3 4 5 6 7 7' 8
FIBER CEMENT BOARD
0.50MM THK LONGSPAN G.I. 0.60MM THK. (BASE METAL THICKNESS
ROOFING SHEET PRE-PAINTED PRE-FORMED RIDGE ROLL
150MM THK CHB EXTERIOR WALL ALLUMINUM CLADDING
WITH PLAIN CEMENT PLASTER VERIFY COLOR
7860
PAINTED FINISH
APEX LN. OF ROOF

5900
FACADE PARAPET WALL LN. 2

4900
FACADE PARAPET WALL LN. 1
4078
TOP 3750
TOPOF
OFSTEEL
ROOF BEAM
BEAM LN.
LN.
FRONT CANOPY
3000
CEILING LN.

W4
W1 W2 W1 W1 D1 W2 W1 1100
100 TOP OF PEDESTAL LN.
500
FIN. FLOOR LN.
0
N.G.L.

1 LEFT SIDE ELEVATION

SCALE: 1:100
A-6

8 7' 7 6 5 4 3 2 1 1'
FIBER CEMENT BOARD
0.60MM THK. (BASE METAL THICKNESS
0.50MM THK LONGSPAN G.I.
PRE-PAINTED PRE-FORMED RIDGE ROLL
ROOFING SHEET
ALLUMINUM CLADDING 150MM THK CHB EXTERIOR WALL
VERIFY COLOR WITH PLAIN CEMENT PLASTER 7860
PAINTED FINISH APEX LN. OF ROOF

5900
FACADE PARAPET WALL LN. 2

4900
FACADE PARAPET WALL LN. 1
4078
TOP OF STEEL BEAM LN. 3750
FRONT CANOPY
3000 TOP OF ROOF BEAM LN.
CEILING LN.
2400
TOP OF WALL CLADDING LN.

W4
100
W1 D1 W1 W1 W2 W2 1100
TOP OF PEDESTAL LN.
FIN. FLOOR LN. 500
0
FREE
DOWNLOAD @
REVITCARS.COM

N.G.L.

2 RIGHT SIDE ELEVATION

SCALE: 1:100
A-6

PROJECT & LOCATION : SHEET CONTENTS : DRAWN/ACADD BY: SUBMITTED BY : RECOMMENDED BY : APPROVED BY : SET NO. SHEET NO.
REPUBLIC OF THE PHILIPPINES PLANS FOR THE
DEPARTMENT OF PUBLIC WORKS & HIGHWAYS CONSTRUCTION/REHABILITATION/IMPROVEMENT ALDAN E. ALBOS R-IV-B
OF FACILITIES FOR PERSONS WITH ARCHITECT-II BUILDING
PALAWAN IST DISTRICT ENGINEERING OFFICE DISABILITIES (PWD) & ELDERLIES/SENIOR LEFT SIDE ELEVATION
CHECKED BY: CY 2021
REGIONAL OFFICE, IV-B CITIZENS INCLUDING GENDER-RESPONSE RIGHT ELEVATION
ROXAS, PALAWAN FACILITIES DOMINGO P PARREÑO, JR. EDDIE R. UY ROMMEL P. AGUIRRE PW A 6
ROXAS, PALAWAN ALDAN E. ALBOS CHIEF, PLANNING AND DESIGN SECTION ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER
ARCHITECT-II
 0.50MM THK LONGSPAN G.I. A A' B C D D' E F G G' H
ROOFING SHEET

150MM THK CHB EXTERIOR WALL 4.5 MM FIBER CEMENT BOARD

WITH PLAIN CEMENT PLASTER
PAINTED FINISH

7848
APEX LN. OF ROOF

PRE PAINTED G.I. GUTTER

PRE PAINTED G.I. GUTTER

SEE TRUSS DETAIL

4078
TOP OF STEEL BEAM LN.

3000 TOP OF ROOF BEAM LN.

CEILING LN.
2400

W2 W2 W2 W2 1100

D6 D2 D2 D2 D7 D6 TOP OF PEDESTAL LN.

500
1000
FIN. FLOOR LN.
N.G.L.

1 CROSS SECTION
SCALE: 1:100
A-7

1' 1 2 3 4 5 6 7 7' 8
0.50MM THK LONGSPAN G.I.
ROOFING SHEET WOODEN FOLDING FOR
150MM THK CHB EXTERIOR WALL PARTITION 4.5 MM FIBER CEMENT BOARD 150MM THK CHB EXTERIOR WALL
WITH PLAIN CEMENT PLASTER WITH PLAIN CEMENT PLASTER
PAINTED FINISH PAINTED FINISH
7848
APEX LN. OF ROOF

SEE TRUSS DETAIL

4078
TOP OF STEEL BEAM LN.

3000 TOP OF ROOF BEAM LN.

CEILING LN.

W2 W2 W1
D5 D2 D2
1000
FIN. FLOOR LN.
N.G.L.

2 LONGITUDINAL SECTION
SCALE: 1:100
A-7

PROJECT & LOCATION : SHEET CONTENTS : DRAWN/ACADD BY: SUBMITTED BY : RECOMMENDED BY : APPROVED BY : SET NO. SHEET NO.
REPUBLIC OF THE PHILIPPINES PLANS FOR THE
DEPARTMENT OF PUBLIC WORKS & HIGHWAYS CONSTRUCTION/REHABILITATION/IMPROVEMENT ALDAN E. ALBOS R-IV-B
OF FACILITIES FOR PERSONS WITH ARCHITECT-II BUILDING
PALAWAN IST DISTRICT ENGINEERING OFFICE DISABILITIES (PWD) & ELDERLIES/SENIOR
LONGITUDINAL SECTION
CHECKED BY: CY 2021
REGIONAL OFFICE, IV-B CITIZENS INCLUDING GENDER-RESPONSE CROSS SECTION
ROXAS, PALAWAN FACILITIES DOMINGO P PARREÑO, JR. EDDIE R. UY ROMMEL P. AGUIRRE PW A 7
ROXAS, PALAWAN ALDAN E. ALBOS CHIEF, PLANNING AND DESIGN SECTION ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER
ARCHITECT-II
 1800 1510 810 810 900 910 750

2110

2110

2110
2100

2100

2100
FIN. FLOOR LN.
SETS OF 1 SETS OF 9 SETS OF 12 SETS OF 2 SETS OF 3 SETS OF 19 SETS OF 6

D1 D2 D3 D4 D5 D6 D7
PANEL TYPE DOUBLE SHUTTER EXIT DOOR 50MM THK SINGLE-LEAF 50MM THK SINGLE-LEAF 50MM THK SINGLE-LEAF
50MM THK SINGLE-LEAF 50MM THK SINGLE-LEAF
DOOR ON WOODEN FRAMING PANEL TYPE DOUBLE SHUTTER SINGLE-ACTION HOLLOW SINGLE-ACTION HOLLOW SINGLE-ACTION HOLLOW
SINGLE-ACTION HOLLOW SINGLE-ACTION HOLLOW
PROVIDE 4.5MM THK CLEAR. PROVIDE DOOR ON WOODEN FRAMING CORE FLUSH SWING DOOR CORE FLUSH SWING DOOR CORE FLUSH SWING DOOR
CORE FLUSH SWING DOOR CORE FLUSH SWING DOOR
STAINLESS STEEL KICKPLATE PROVIDE 4.5MM THK CLEAR. PROVIDE WITH 6MM THK MARINE WITH 6MM THK MARINE WITH 6MM THK MARINE
WITH 6MM THK ORD. WITH 6MM THK MARINE
ON PUSH SIDE STAINLESS STEEL KICKPLATE PLYWOOD FACING INTERIOR PLYWOOD FACING INTERIOR PLYWOOD FACING INTERIOR
PLYWOOD ON 50MM X100MM PLYWOOD FACING INTERIOR
(SHOP MADE) ON PUSH SIDE SIDE ON 50MM X 100MM THK SIDE ON 50MM X 100MM THK SIDE ON 50MM X 100MM THK
THK WOODEN DOOR JAMB. SIDE ON 50MM X 100MM THK
(SHOP MADE) WOODEN DOOR JAMB. WOODEN DOOR JAMB. PROVIDE WOODEN DOOR JAMB. PROVIDE WOODEN DOOR JAMB. PROVIDE
LOCKSET: STAINLESS STEEL
PROVIDE STAINLESS STEEL KICKPLATE LOCKSET: STAINLESS STEEL LOUVER STAINLESS STEEL KICKPLATE LOUVER
LEVER TYPE LOCKSET LOCKSET: STAINLESS STEEL
ON PUSH SIDE LEVER TYPE LOCKSET ON PUSH SIDE
HINGE: 4 PCS 89MM X 89MM LEVER TYPE LOCKSET LOCKSET: STAINLESS STEEL
HINGE: 4 PCS 89MM X 89MM LOCKSET: STAINLESS STEEL
STAINLESS STEEL WITH HINGE: 4 PCS 89MM X 89MM LOCKSET: STAINLESS STEEL LEVER TYPE LOCKSET LOCKSET: STAINLESS STEEL
STAINLESS STEEL WITH LEVER TYPE LOCKSET
FIXED PIN 2 BALL BEARINGS STAINLESS STEEL WITH LEVER TYPE LOCKSET HINGE: 4 PCS 89MM X 89MM LEVER TYPE LOCKSET
FIXED PIN 2 BALL BEARINGS HINGE: 4 PCS 89MM X 89MM
FIXED PIN 2 BALL BEARINGS HINGE: 4 PCS 89MM X 89MM STAINLESS STEEL WITH HINGE: 4 PCS 89MM X 89MM
STAINLESS STEEL WITH
STAINLESS STEEL WITH FIXED PIN 2 BALL BEARINGS STAINLESS STEEL WITH
FIXED PIN 2 BALL BEARINGS
FIXED PIN 2 BALL BEARINGS FIXED PIN 2 BALL BEARINGS

4200 2800 1600 2390 1200

400

400
1200

1200

1200

1700

1700
900

900

900
FIN. FLOOR LN.
SETS OF 1 SETS OF 12 SETS OF 18 SETS OF 1 SETS OF 17

W5 W1 W2 W3 W4
4.5MM THK CLEAR GLASS ON 4.5MM THK CLEAR GLASS ON 4.5MM THK CLEAR GLASS ON 4.5MM THK CLEAR GLASS ON 4.5MM THK CLEAR GLASS ON
POWDER COATED ALUMINUM POWDER COATED ALUMINUM POWDER COATED ALUMINUM POWDER COATED ALUMINUM POWDER COATED ALUMINUM
FRAME SLIDING WINDOW FRAME SLIDING WINDOW FRAME SLIDING WINDOW FRAME SLIDING WINDOW FRAME SLIDING WINDOW

LOCATION: ADMIN. OFFICE, LOCATION: ADMIN. OFFICE, LOCATION: ADMIN. OFFICE, LOCATION: ADMIN. OFFICE, LOCATION: ADMIN. OFFICE,
PLAY AREA, CLINIC, PRAYER PLAY AREA, CLINIC, PRAYER PLAY AREA, CLINIC, PRAYER PLAY AREA, CLINIC, PRAYER PLAY AREA, CLINIC, PRAYER
RM, STORAGE RM, STORAGE RM, STORAGE RM, STORAGE RM, STORAGE
QTY: 15 SETS QTY: 15 SETS QTY: 15 SETS QTY: 15 SETS QTY: 15 SETS

4450 14046

7000

4.5MM THK CLEAR FIXED GLASS ON

364

POWDER COATED ALUMINUM

FRAME
580

LOCATION: FRONT SIDE

1318
W8
+ 5160 FROM F.F.L.
700

4.5MM THK CLEAR FIXED GLASS ON

POWDER COATED ALUMINUM
FRAME

1150

1150
722 895 895

880

880
LOCATION: FRONT SIDE
3739

6580

4.5MM THK CLEAR FIXED GLASS ON

W6 POWDER COATED ALUMINUM

FRAME
3216
2102

LOCATION: REAR SIDE

W7

1142
700

381

+ 5100 FROM F.F.L.

F.F.L.
1100
1800

1 DOORS AND WINDOWS DETAILS

SCALE: 1:50
A-8

PROJECT & LOCATION : SHEET CONTENTS : DRAWN/ACADD BY: SUBMITTED BY : RECOMMENDED BY : APPROVED BY : SET NO. SHEET NO.
REPUBLIC OF THE PHILIPPINES PLANS FOR THE
DEPARTMENT OF PUBLIC WORKS & HIGHWAYS CONSTRUCTION/IMPROVEMENT OF ALDAN E. ALBOS R-IV-B
FACILITIES FOR PERSONS WITH ARCHITECT-II BUILDING
PALAWAN IST DISTRICT ENGINEERING OFFICE DISABILITIES (PWD) & ELDERLIES/SENIOR DOORS AND WINDOWS DETAIL
REGIONAL OFFICE, IV-B CITIZENS INCLUDING GENDER-RESPONSE
CHECKED BY: CY 2021
ROXAS, PALAWAN FACILITIES DOMINGO P PARREÑO, JR. EDDIE R. UY ROMMEL P. AGUIRRE PW A 8
ROXAS, PALAWAN ALDAN E. ALBOS CHIEF, PLANNING AND DESIGN SECTION ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER
ARCHITECT-II
 E F G' H
4800
4700
6MM THK FIBER CEMENT CEILING BOARD
2400 2400 3000 ON 19MM X 50MM X 0.40 THK METAL
TOP OF ROOF BEAM LN. 6MM THK FIBER CEMENT CEILING BOARD CEILING LN. FURRING SPACED @ 600MM OC
3000 ON 19MM X 50MM X 0.40 THK METAL HEIGHT OF TOILET 100MM THK CHB WALL WITH
CEILING LN. FURRING SPACED @ 600MM OC HEIGHT HORIZONTAL GRAB BAR 5 LAYER OF 300MM X 300MM
HEIGHT OF TOILET HEIGHT OF LAVATORY CERAMIC GLAZED TILES (VERIFY COLOR)
100MM THK CHB WALL WITH
HEIGHT HORIZONTAL GRAB BAR
HEIGHT OF LAVATORY
W4 W4 5 LAYER OF 300MM X 300MM
CERAMIC GLAZED TILES (VERIFY COLOR)
HEIGHT VERTICAL GRAB BAR
HEIGHT OF TILES
REST IN PLAIN CEMENT PLASTER:
PAINTED FINISH
HEIGHT VERTICAL GRAB BAR REST IN PLAIN CEMENT PLASTER:
HEIGHT OF TILES PAINTED FINISH
TOILET FLOOR LINE

1400
81MM FROM N.G.L.
TOILET FLOOR LINE

920

850

700
1400
81MM FROM N.G.L. 100

420
0
FIN. FLOOR LN.

920
N.G.L.

850

700
100

420

81
FIN. FLOOR LN. 0
N.G.L.
2350 2350

81
LONGITUDINAL SECTION
LONGITUDINAL SECTION
1' 1 G' H
6
300MM X 300MM
UNGLAZED VITRIFIED
CERAMIC FLOOR TILE 6MM THK FIBER CEMENT CEILING BOARD
3000
E F 3000
CEILING LN.
ON 19MM X 50MM X 0.40 THK METAL
FURRING SPACED @ 600MM OC R A M P R A M P

CEILING LN. 4800

HEIGHT OF TOILET 100MM THK CHB WALL WITH
HEIGHT HORIZONTAL GRAB BAR
LAV A
HEIGHT OF TOILET 5 LAYER OF 300MM X 300MM
HEIGHT HORIZONTAL GRAB BAR
300MM X 300MM
UNGLAZED VITRIFIED W4 W4 HEIGHT OF LAVATORY
HEIGHT VERTICAL GRAB BAR
CERAMIC GLAZED TILES (VERIFY COLOR)
REST IN PLAIN CEMENT PLASTER:
SHOWER
HEIGHT OF LAVATORY CERAMIC FLOOR TILE A
HEIGHT VERTICAL GRAB BAR
HEIGHT OF TILES
W4 1'
LAV LAV
HEIGHT OF TILES PAINTED FINISH
PVC TOILET PARTITION WC
FD
WC WC
FD FD
TOILET FLOOR LINE
TOILET FLOOR LINE

1600
81MM FROM N.G.L.
WC WC
81MM FROM N.G.L. LAV
1400

920

850
6

700
R A M P R A M P
100

420
920

850

0
0 700

100 2400 2400 FIN. FLOOR LN.

0
420

N.G.L.
FIN. FLOOR LN.
N.G.L.

81
A
A
81

1613
CROSS SECTION PLAN
PLAN
CROSS SECTION
2 TOILET SECTION - 2
1 TOILET SECTION - 1 A-10 SCALE: 1:50

A-10 SCALE: 1:50 2

A A'

6MM THK FIBER CEMENT CEILING BOARD

3000 ON 19MM X 50MM X 0.40 THK METAL
CEILING LN. FURRING SPACED @ 600MM OC 2
HEIGHT OF TOILET LAV LAV
100MM THK CHB WALL WITH WC WC
HEIGHT HORIZONTAL GRAB BAR 5 LAYER OF 300MM X 300MM
HEIGHT OF LAVATORY CERAMIC GLAZED TILES (VERIFY COLOR)
HEIGHT VERTICAL GRAB BAR REST IN PLAIN CEMENT PLASTER:
HEIGHT OF TILES PAINTED FINISH

SHOWER SHOWER
TOILET FLOOR LINE A
1400

81MM FROM N.G.L.

R A M P R A M P
920

850

700

100
420

0
FIN. FLOOR LN.
N.G.L.
81

A A

CROSS SECTION
PLAN
2
A' A
4700
6MM THK FIBER CEMENT CEILING BOARD
3000 ON 19MM X 50MM X 0.40 THK METAL
6MM THK FIBER CEMENT CEILING BOARD CEILING LN. FURRING SPACED @ 600MM OC
3000 ON 19MM X 50MM X 0.40 THK METAL
CEILING LN. FURRING SPACED @ 600MM OC HEIGHT OF TOILET 100MM THK CHB WALL WITH
HEIGHT HORIZONTAL GRAB BAR 5 LAYER OF 300MM X 300MM
HEIGHT OF TOILET 100MM THK CHB WALL WITH HEIGHT OF LAVATORY CERAMIC GLAZED TILES (VERIFY COLOR)
HEIGHT HORIZONTAL GRAB BAR 5 LAYER OF 300MM X 300MM HEIGHT VERTICAL GRAB BAR REST IN PLAIN CEMENT PLASTER:
HEIGHT OF LAVATORY CERAMIC GLAZED TILES (VERIFY COLOR) HEIGHT OF TILES PAINTED FINISH
HEIGHT VERTICAL GRAB BAR REST IN PLAIN CEMENT PLASTER:
HEIGHT OF TILES PAINTED FINISH

TOILET FLOOR LINE

1400
81MM FROM N.G.L.
TOILET FLOOR LINE
1400

81MM FROM N.G.L.

920

850

700
100

420
100 0
920

850

FIN. FLOOR LN.

700

FIN. FLOOR LN. N.G.L.

420

81
N.G.L.
81

2350 2350

CROSS SECTION LONGITUDINAL SECTION

3 TOILET SECTION - 3
SCALE: 1:50
A-10
PROJECT & LOCATION : SHEET CONTENTS : DRAWN/ACADD BY: SUBMITTED BY : RECOMMENDED BY : APPROVED BY : SET NO. SHEET NO.
REPUBLIC OF THE PHILIPPINES PLANS FOR THE
DEPARTMENT OF PUBLIC WORKS & HIGHWAYS CONSTRUCTION/IMPROVEMENT OF ALDAN E. ALBOS R-IV-B
FACILITIES FOR PERSONS WITH TOILET SECTION 1 ARCHITECT-II BUILDING
PALAWAN IST DISTRICT ENGINEERING OFFICE DISABILITIES (PWD) & ELDERLIES/SENIOR
REGIONAL OFFICE, IV-B CITIZENS INCLUDING GENDER-RESPONSE TOILET SECTION 2 CHECKED BY: CY 2021
ROXAS, PALAWAN FACILITIES TOILET SECTION 3 DOMINGO P PARREÑO, JR. EDDIE R. UY ROMMEL P. AGUIRRE PW A 10
ROXAS, PALAWAN ALDAN E. ALBOS CHIEF, PLANNING AND DESIGN SECTION ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER
ARCHITECT-II
 NON-SKID CEMENT FLOOR
ROUGH FINISH WITH
GROOVE LINES

1500

RAMP
1200
UP

200
900
2500

700
5 DETAIL SECTION
A-7 SCALE 1:3 M.
6 SPOT DETAIL

100
150
A-7 SCALE 1:3 M.

SEE DETAIL
1 DETAIL PLAN OF RAMP
A-7 SCALE 1:30 M.

565

565

200
200
200

900
900
700
900
700
700

200
100
100

2000 1250

3250

3 DETAIL ELEVATION OF RAMP 4 DETAIL SECTION OF RAMP

A-7 SCALE 1:30 M. A-7 SCALE 1:30 M.

PROJECT & LOCATION : SHEET CONTENTS : DRAWN/ACADD BY: SUBMITTED BY : RECOMMENDED BY : APPROVED BY : SET NO. SHEET NO.
REPUBLIC OF THE PHILIPPINES PLANS FOR THE
DEPARTMENT OF PUBLIC WORKS & HIGHWAYS CONSTRUCTION/REHABILITATION/IMPROVEMENT ALDAN E. ALBOS R-IV-B
OF FACILITIES FOR PERSONS WITH DETAIL PLAN OF RAMP ARCHITECT-II BUILDING
PALAWAN IST DISTRICT ENGINEERING OFFICE DISABILITIES (PWD) & ELDERLIES/SENIOR
CHECKED BY: CY 2021
REGIONAL OFFICE, IV-B CITIZENS INCLUDING GENDER-RESPONSE DETAIL ELEVATION OF RAMP
ROXAS, PALAWAN FACILITIES DOMINGO P PARREÑO, JR. EDDIE R. UY ROMMEL P. AGUIRRE PW A 11
DETAIL SECTION OF RAMP ALDAN E. ALBOS
ROXAS, PALAWAN CHIEF, PLANNING AND DESIGN SECTION ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER
ARCHITECT-II
 5
A-8 SCALE 1:15 M.

1A 1B
A-8 SCALE 1:20 M.
A-8 SCALE 1:20 M.

NOT TO SCALE

4
A-8 NOT TO SCALE

1C
A-8 SCALE 1:20 M.

2B 2C 3B
2A A-8 A-8 SCALE
3A A-8 SCALE 1:10 M.

A-8 1:10 M. A-8 SCALE 1:10 M.

3C
A-8 SCALE 1:10 M.

PROJECT & LOCATION : SHEET CONTENTS : DRAWN/ACADD BY: SUBMITTED BY : RECOMMENDED BY : APPROVED BY : SET NO. SHEET NO.
REPUBLIC OF THE PHILIPPINES PLANS FOR THE
DEPARTMENT OF PUBLIC WORKS & HIGHWAYS CONSTRUCTION/REHABILITATION/IMPROVEMENT Perspective(Ceiling) ALDAN E. ALBOS R-IV-B
OF FACILITIES FOR PERSONS WITH ARCHITECT-II BUILDING
PALAWAN IST DISTRICT ENGINEERING OFFICE DISABILITIES (PWD) & ELDERLIES/SENIOR Section(Ceiling)
REGIONAL OFFICE, IV-B CITIZENS INCLUDING GENDER-RESPONSE
CHECKED BY: CY 2021
ROXAS, PALAWAN FACILITIES Spot Detail(Eaves) DOMINGO P PARREÑO, JR. EDDIE R. UY ROMMEL P. AGUIRRE PW A 12
ROXAS, PALAWAN Spot Detail(Corner) ALDAN E. ALBOS
ARCHITECT-II CHIEF, PLANNING AND DESIGN SECTION ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER
 REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS & HIGHWAYS
REGIONAL OFFICE, IV-B
PALAWAN 1ST DISTRICT ENGINEERING OFFICE
ROXAS, PALAWAN

C.Y. 2021 PROJECT

DETAILED ENGINEERING DESIGN FOR THE
CONSTRUCTION / REHABILITATION / IMPROVEMENT OF
FACILITIES FOR PERSONS WITH DISABILITIES (PWD) &
ELDERLIES / SENIOR CITIZENS INCLUDING
GENDER-RESPONSE FACILITIES

ROXAS, PALAWAN
 REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS & HIGHWAYS
REGIONAL OFFICE, IV-B
PALAWAN 1ST DISTRICT ENGINEERING OFFICE
ROXAS, PALAWAN

C.Y. 2021 PROJECT

DETAILED ENGINEERING DESIGN FOR THE

CONSTRUCTION / REHABILITATION / IMPROVEMENT OF

FACILITIES FOR PERSONS WITH DISABILITIES (PWD) &
ELDERLIES / SENIOR CITIZENS INCLUDING
GENDER-RESPONSE FACILITIES

ROXAS, PALAWAN

SUBMITTED: RECOMMENDED: APPROVED:

DOMINGO P. PARREÑO JR. EDDIE R. UY ROMMEL P. AGUIRRE

CHIEF , PLANNING & DESIGN SECTION ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER
 SUMMARY OF QUANTITIES

PROJECT & LOCATION : SHEET CONTENTS : DRAWN/ACADD BY: SUBMITTED BY : RECOMMENDED BY : APPROVED BY : SET NO. SHEET NO.
REPUBLIC OF THE PHILIPPINES
PLANS FOR THE CONSTRUCTION ALDAN E. ALBOS
DEPARTMENT OF PUBLIC WORKS & HIGHWAYS SUMMARY OF QUANTITIES
OF REGIONAL EVACUATION CENTER
PALAWAN IST DISTRICT ENGINEERING OFFICE
ARCHITECT-II
CHECKED BY:
G 3
REGIONAL OFFICE, IV-B SITIO MALAPAJO

ROXAS, PALAWAN
BARANGAY POBLACION
TAYTAY, PALAWAN DOMINGO P. PARREÑO EDDIE R. UY ROMMEL P. AGUIRRE 3 3 41
ALDAN E. ALBOS
ARCHITECT-II CHIEF, PLANNING & DESIGN SECTION ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER
 T
SA NOR
Parinpin Br. II

ALIMANGUAN Parinpin Br. I DALAYAWAN

Dayandante Br. II
Dayandante Br. I
ITANGIL
Arimado Br. MADOLDOLON
Itabiak Br. CATAMA TININTINAN
Tomayata Br.
Italpak Br.
STA. TERESITA
MAURINGEN ARACELI
N
Linapawan Br.

PRINCE
DUMARAO STA. MARIA
MENDOZA
STO TOMAS OSMEÑA
Iraan Br.
ILIAN BACAO DAGMAN
Arutayan Br. SANDOVAL
TUMARBONG TARADONGAN
DUMARAN
CALAGSINGAN ISLAND
Minara Br. SAN NICOLAS

PUERTO
GREEN ISLAND GREEN ISLAND
MINARA
BAY

Umalad Br.
ROXAS
K0133 + 456
SAN JOSE MALCAMPO
STA CRUZ Is.
THIS SITE
TAGUMPAY
POLICE
Tagumpay Br.
NEW CUYO
CKS
BARRA
MAGARA
Magsarongsong Br. RIZAL
Malatgao Br.
SALVACION

CARAMAY
Caramay Br.

N. ZABALA

ROAD
Tulariquen Br. 2 LOCATION MAP
BLEACHER

SCALE: NTS.
A 1
SAN MIGUEL
BAGTO LEX

THIS SITE
BATANES
BUILDING

H
L.T.O

T
OMP

R
APAYAO
ILOCOS
NORTE

O
CAGAYAN

ABRA
KALINGA
PARKING

N
ILOCOS MT. PROVINCE
SUR
IFUGAO
ISABELA
LUZON
LA UNION
BANGUET
C

NUEVA

A
VISCAYA QUIRINO

PANGASINAN

AURORA
NUEVA
S TARLAC
ECIJA
BUILDING
35,650

POLILLO
S

IS.
ZAMBALES PAMPANGA
TO PRINCE BULACAN
PCSD

BATAAN RIZAL
PARKING
T

THIS SITE
MANILA CAMARINES
NORTE
LAGUNA QUEZON
CAVITE

CATANDUANES
BATANGAS CAMARINES
SUR
R

ALBAY
MARINDUQUE

OC.MINDORO
41,785

OR.MINDORO SORSOGON
O

ROMBLON
NORTHERN
MASBATE SAMAR

EASTERN
SAMAR
SAMAR
SP

AKLAN BILIRAN

CAPIZ

ANTIQUE LEYTE
ILOILO

GUIMARAS
CEBU
VISAYAS NEGROS
SOUTHERN
LEYTE
DINAGAT
OCCIDENTAL ISLAND

PALAWAN BOHOL
PUER

SURIGAO
DEL NORTE

NEGROS CAMIGUIN
ORIENTAL AGUSAN
DEL NORTE SURIGAO
DEL SUR
SIQUIJOR

MISAMIS
ORIENTAL

MISAMIS AGUSAN
OCCIDENTAL DEL SUR

ZAMBOANGA
DEL NORTE BUKIDNON
ZAMBOANGA LANAO DEL
LANAO
DEL SUR NORTE
DEL SUR
DAVAO
DEL NORTE
ZAMBOANGA SIBUGAY COMPOSTELA

SITE DEVELOPMENT PLAN

VALLEY

1 NORTH
COTABATO
DAVAO
ORIENTAL

SCALE: NTS.
A 1 MAGUINDANAO

DAVAO DEL

VICINITY MAP
SULTAN
BASILAN KUDARAT SUR
MINDANAO
2 SOUTH
COTABATO

SARANGANI

SCALE: NTS. SULU

A 1 TAWI-TAWI

PROJECT & LOCATION : SHEET CONTENTS : DRAWN/ACADD BY: SUBMITTED BY : RECOMMENDED BY : APPROVED BY : SET NO. SHEET NO.
REPUBLIC OF THE PHILIPPINES PLANS FOR THE
DEPARTMENT OF PUBLIC WORKS & HIGHWAYS CONSTRUCTION/REHABILITATION/IMPROVEMENT ALDAN E. ALBOS R-IV-B
OF FACILITIES FOR PERSONS WITH SITE DEVELOPMENT PLAN ARCHITECT-II BUILDING
PALAWAN IST DISTRICT ENGINEERING OFFICE DISABILITIES (PWD) & ELDERLIES/SENIOR
REGIONAL OFFICE, IV-B VICINITY MAP CHECKED BY: CY 2021
CITIZENS INCLUDING GENDER-RESPONSE
ROXAS, PALAWAN FACILITIES LOCATION MAP DOMINGO P PARREÑO, JR. EDDIE R. UY ROMMEL P. AGUIRRE PW A 1
ROXAS, PALAWAN ALDAN E. ALBOS CHIEF, PLANNING AND DESIGN SECTION ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER
ARCHITECT-II
 Key Plan:

Republic of the Philippines

OFFICE OF THE BUILDING OFFICIAL

LINE & GRADE

LAND USE & ZONING

STRUCTURAL

ARCHITECTURAL

1 PERSPECTIVE
A 1 DRAWN NOT TO SCALE
SANITARY

TABLE OF CONTENTS
GENERAL ARCHITECTURAL STRUCTURAL PLUMBING ELECTRICAL
G-1 TITLE A-7 SCHEDULE OF DOORS AND WINDOWS S-6 TRUSS 1 & 2 DIAGRAM P-1 PLUMBING NOTES, LEGEND E1 ELECTRICAL SYMBOLS
A-8 MALE T & B FLOOR PLAN ST DIAGRAM AIR CHAMBER DETAILS GENERAL NOTES
G-2 TITLE WITH SIGNATURE TUBULAR STEEL BEAM DETAILS
FEMALE T & B FLOOR PLAN FLOOR DRAIN DETAIL
G-3 SUMMARY OF QUANTITIES A-9 E2 SCHEDULE OF LOADS
T&B PLAN AT TRAINING AREA S-7 ROOF-1 FRAMING PLAN ROOF DRAIN DETAIL FIRE ALARM SYSTEM RISER DIAGRAM ELECTRICAL
A-10 LAUNDRY & KITCHEN DETAILED PLAN ROOF-2 FRAMING PLAN WASTE BASIN DETAIL ELECTRICAL RISER DIAGRAM
TRUSS-3 DIAGRAM CATCH BASIN DETAIL
A-11 REFLECTED CEILING PLAN CONN. OF TRUSS & CONC. COLUMN E3 AIR CONDITIONING UNIT LAYOUT
ARCHITECTURAL TRUSS-4 DIAGRAM SEPTIC TANK DETAIL
A-12 ROOF PLAN FIRE ALARM SYSTEM
A-1 SITE DEVELOPMENT PLAN P-2 WATERLINE LAYOUT LIGHTING LAYOUT
S-8 DETAIL CONN. OF CROSS BRACING E4
VICINITY MAP STRUCTURAL ROOFING FIXER POWER LAYOUT
LOCATION PLAN DETAIL CONN. OF TRUSSES P-3 ISOMETRIC WATERLINE LAYOUT
S-1 GENERAL NOTES DETAILS OF PURLINS
A-2 PERSPECTIVE DESIGN CRITERIA SCHEDULE OF WELDS P-4 SEWER LINE LAYOUT
TABLE OF CONTENTS STRUT CONNECTION DETAILS STORM DRAINAGE LAYOUT MECHANICAL
S-2 STANDARD CONSTRUCTION DETAILS TRUSS TO STEEL COLUMN CONN. DETAILS
A-3 FLOOR PLAN P-5 ISOMETRIC SEWER LINE LAYOUT
S-3 FOUNDATION PLAN
A-4 FRONT ELEVATION S-9 STEEL SECTIONS DETAILS
S-4 FOOTING DETAILS TRUSS TO RG CONNECTION DETAILS
LEFT-SIDE ELEVATION DETAILS OF WF-2 SC-1 TO RG CONNECTION DETAILS P-6 ISOMETRIC STORM DRAINAGE LAYOUT
STEEL LOUVER DETAIL DETAILS CONNECTION OF PDC-1 TRUSS CONNECTION DETAILS
SCHEDULE OF COLUMNS BASE PLATE DETAIL
A-5 REAR ELEVATION RAMP DETAILS
SCHEDULE OF FOOTING TIE BEAMS WF-1 FOOTING DETAILS
RIGHT SIDE ELEVATION
S-5 DET. CONN. OF HT-1 AT SUPPORT (1N) FRAME ELEVATION OF TRAINING AREA
A-6 LONGITUDINAL SECTION ROOF BEAM/GIRDER PLAN
CROSS SECTION DET. SEC. OF R.C. BEAM
SCHEDULE OF R.C. BEAM
PROJECT & LOCATION : SHEET CONTENTS : DRAWN/ACADD BY: SUBMITTED BY : RECOMMENDED BY : APPROVED BY : SET NO. SHEET NO.
REPUBLIC OF THE PHILIPPINES
CONSTRUCTION/REHABILITATION/IMPROVEMENT OF FACILITIESPERSPECTIVE
DEPARTMENT OF PUBLIC WORKS & HIGHWAYS TABLE OF CONTENTS ALDAN E. ALBOS R-IV-B
FOR PERSONS WITH DISABILITIES (PWD) AND ARCHITECT-II
PALAWAN IST DISTRICT ENGINEERING OFFICE BUILDING
ELDERLIES/SENIOR CITIZENS, CHECKED BY: CY 2021
REGIONAL OFFICE, IV-B
ROXAS, PALAWAN
INCLUDING GENDER-RESPONSIVE FACILITIES
DOMINGO P. PARREÑO, JR. EDDIE R. UY ROMMEL P. AGUIRRE PW
A 2
ROXAS, PALAWAN ALDAN E. ALBOS
ARCHITECT-II CHIEF, PLANNING AND DESIGN SECTION ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER
 2
A7

A A' B C D D' E F G G' H

1
A10
35650

4700 2075 3850 4800 2400 2400 4800 3850 2075 4700

W4 W1 W4 W4 W4 W4 W4 W2
1' FL-2
NGL ELEV. +81
FL-2
NGL ELEV. +81
FL-2
NGL ELEV. +81 EXIT
FL-2
NGL ELEV. +81
FL-2 FL-1

1750
FL-1 ELECTRICAL
RM. FL-1
D7 W7 NGL ELEV. +81

1 D6 D6 D2 D6 D6 D7
KITCHEN OFFICE
FL-1
D5

5300
FL-1
1
OFFICE W2
A7
FL-1
3 D7
2 A10
D7
SOUND CONTROL
ROOM W2
FL-1 FL-1 FL-1
W4 W4 W4 W4

5475
DINING
AREA
NGL ELEV. +81 NGL ELEV. +81 NGL ELEV. +81 NGL ELEV. +81

TOILET TOILET TOILET TOILET

OFFICE
& & & &
BATH BATH BATH BATH
FL-2 D2 D2 FL-2
FL-2
FL-1 D7 FL-2

3 D6 D6 D6 D6
D7

H A L L W A Y
FEMALE ACCOMODATION
CONFERENCE ROOM CONFERENCE ROOM
FL-1

MALE ACCOMODATION
4625
W1
SCHEDULE OF FINISHES FL-1
FL-1

D3 D3
D6 D2
600X600 VITRIFIED FLOOR 4
FL-1 TILES (UNGLAZED FINISH) D6
38075
FL-1

4550
300X300 VITRIFIED FLOOR LOUNGE
D2 FL-1 D2 LOUNGE
W1
FL-2 TILES (UNGLAZED FINISH) FL-1

5 D6 D6
W2 D2 W2 W2 D2 W2
D2 FL-1 FL-1 D2
D2 2
A10
W2 W2
D6
5475

D6 D3 D3 D6 D6
LGBT
LGBT
TOILET
NGL ELEV. +81
TOILET NGL ELEV. +81

FL-2 W2 W2 FL-2
NGL ELEV. +81 PWD
FL-2
TOILET T&B
FL-2

NGL ELEV. +81 FL-1 FL-1

6 OFFICE
LOBBY
OFFICE
W4 W4 FL-1 FL-1 W4 W4
W2 W2 W2
5400

D4 D3 D3 D4
W2 W2
W4 FILES FL-1 FL-1 FILES
FL-1 FL-1
W1 W1
D6 D3 D3 D6 D5
D5
7 FL-2 NGL ELEV. +81
FL-2
NGL ELEV. +81

FEMALE D5 D5
1700

PWD PWD MALE

TOILET TOILET TOILET TOILET W4
FL-2
NGL ELEV. +81
W8 NGL ELEV. +81 FL-2

7' W6 W6 W4 W4
W4 W4 D1
OFFICE OF THE W2 OFFICE OF THE
W2
STAFF STAFF
3800

FL-1 ENTRANCE FL-1

W1 W1
W2 W2

FL-1
FL-1
FL-1

1 FLOOR PLAN
SCALE: 1:100
A 3

PROJECT & LOCATION : SHEET CONTENTS : DRAWN/ACADD BY: SUBMITTED BY : RECOMMENDED BY : APPROVED BY : SET NO. SHEET NO.
REPUBLIC OF THE PHILIPPINES PLANS FOR THE
DEPARTMENT OF PUBLIC WORKS & HIGHWAYS CONSTRUCTION/REHABILITATION/IMPROVEMENT ALDAN E. ALBOS R-IV-B
OF FACILITIES FOR PERSONS WITH ARCHITECT-II BUILDING
PALAWAN IST DISTRICT ENGINEERING OFFICE DISABILITIES (PWD) & ELDERLIES/SENIOR FLOOR PLAN
REGIONAL OFFICE, IV-B CITIZENS INCLUDING GENDER-RESPONSE
CHECKED BY: CY 2021
ROXAS, PALAWAN FACILITIES DOMINGO P PARREÑO, JR. EDDIE R. UY ROMMEL P. AGUIRRE PW A 3
ROXAS, PALAWAN ALDAN E. ALBOS CHIEF, PLANNING AND DESIGN SECTION ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER
ARCHITECT-II
 A A' B C D D' E F G G' H
26250

1550 5925 4800 4800 4800 5925

1550
26250

29388
0.60MM THK (BASE METAL THICKNESS)
PREFORMED PRE PAINTED G.I. GUTTER

1560
1'

1750

1740
1
1000
1000

5300

5300
1175
2

5475

5475
0.50MM THK LONGSPAN G.I.

0.50MM THK LONGSPAN G.I.

3

PRE PAINTED ORDINARY RIDGE ROLL

0.60MM (BASE METAL THICKNESS
ROOFING SHEET

ROOFING SHEET
4625

4625

35919
20125

4550
4550

5
5475

5475
6
1175

5150
5170

7
10900

1950
1930

7'

1560
3800

0.60MM THK (BASE METAL THICKNESS)

PREFORMED PRE PAINTED G.I. GUTTER
8
0.50MM THK LONGSPAN
1475

G.I. ROOFING SHEET

1 ROOF PLAN
SCALE: 1:100
A 4

PROJECT & LOCATION : SHEET CONTENTS : DRAWN/ACADD BY: SUBMITTED BY : RECOMMENDED BY : APPROVED BY : SET NO. SHEET NO.
REPUBLIC OF THE PHILIPPINES PLANS FOR THE
DEPARTMENT OF PUBLIC WORKS & HIGHWAYS CONSTRUCTION/REHABILITATION/IMPROVEMENT ALDAN E. ALBOS R-IV-B
OF FACILITIES FOR PERSONS WITH ARCHITECT-II BUILDING
PALAWAN IST DISTRICT ENGINEERING OFFICE DISABILITIES (PWD) & ELDERLIES/SENIOR FLOOR PLAN
REGIONAL OFFICE, IV-B CITIZENS INCLUDING GENDER-RESPONSE
CHECKED BY: CY 2021
ROXAS, PALAWAN FACILITIES DOMINGO P PARREÑO, JR. EDDIE R. UY ROMMEL P. AGUIRRE PW A 4
ROXAS, PALAWAN ALDAN E. ALBOS CHIEF, PLANNING AND DESIGN SECTION ASSISTANT DISTRICT ENGINEER DISTRICT ENGINEER
ARCHITECT-II