REPUBLIC OF THE PHILIPPINES

DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS

REGION - XIII
SURIGAO DEL NORTE 2ND DISTRICT ENGINEERING OFFICE
SURIGAO CITY

C.Y. 2025 PROJECT

DETAILED ENGINEERING DESIGN PLAN FOR
CONSTRUCTION OF MUTLI-PURPOSE BUILDING
BRGY. BONIFACIO, SURIGAO CITY, SURIGAO DEL NORTE

SUBMITTED: RECOMMENDED: APPROVED:

NESAH B. DAPAR ROMMEL A. PIAPE DOHJIE B. MORALES, MPA

OIC - PLANNING AND DESIGN SECTION ASSISTANT DISTRICT ENGINEER OIC - DISTRICT ENGINEER
DATE: DATE: DATE:
 REPUBLIC OF THE PHILIPPINES
DEPARTMENTOFPUBLICWORKS
ANDHIGHWAYS

TABLEOFCONTENTS

OFFICEOFTHEBUILDINGOFFICIAL

ARCHITECTURAL

A-1 TABLE OF CONTENTS

PERSPECTIVE
SITE DEVELOPMENT PLAN
VICINITY MAP

A-2 PROJECT BILLBOARD

DISTRICT/ CITY/ MUNICIPALITY

A-3 SUMMARY OF QUANTITIES

LAND USE AND ZONING:
A-4 GROUND FLOOR PLAN
SECOND FLOOR PLAN
GROUND FLOOR REFLECTED CEILING PLAN
SECOND FLOOR REFLECTED CEILING PLAN
ROOF PLAN
FRONT ELEVATION
REAR ELEVATION
LEFT SIDE ELEVATION
RIGHT SIDE ELEVATION

A-5 LONGITUDINAL SECTION

CROSS SECTION
DETAIL BAY SECTION APPROVED: DATE:
DETAIL OF MAIN ENTRANCE
DETAIL SECTION OF MAIN ENTRANCE
STAIRS AND RAILINGS DETAIL LINE AND GRADE:
BLOW-UP DETAILS

A-6 SCHEDULE OF DOORS & WINDOWS

RAMP DETAIL
C.R. DETAIL
EAVES SECTION DETAIL
PERSPECTIVE CEILING
CEILING SECTION DETAIL
BLOW-UP DETAIL

STRUCTURAL APPROVED: DATE:

ARCHITECTURAL:
S-1 DESIGN CRITERIA
GENERAL CONSTRUCTION NOTES

PERSPECTIVE S-2 GENERAL CONSTRUCTION NOTES

S-3 TOPOGRAPHIC MAP

NOT TO SCALE

THIS SITE S-4 FOUNDATION PLAN

FOOTING DETAIL
WALL FOOTING DETAIL
RAMP DETAIL
STAIR DETAIL
STAIR FOOTING DETAIL APPROVED: DATE:
TYPICAL SLAB-1 DETAIL
TYPICAL SLAB-2 DETAIL
TYPICAL SLAB ON FILL DETAIL STRUCTURAL:
18.15
S-5 ROOF FRAMING PLAN
ROOF BEAM FRAMING PLAN
6.15 6.00 6.00 SECOND FLOOR FRAMING PLAN

N BEAM DETAIL
ROOF BEAM DETAIL
BARANGAY ROAD

CANTILEVER BEAM DETAIL

CONCRETE GUTTER DETAIL
2.00

S-6 FULL TRUSS DETAIL

GUSSET PLATE DETAIL

W E TRUSS TO COLUMN DETAIL

ANCHOR BOLT DETAIL
WELD DETAIL
APPROVED: DATE:
BASE PLATE DETAIL
ROOF PANEL SIDE LAP DETAIL
PURLIN CONNECTION DETAIL
ELECTRICAL:
J-BOLT TO PURLIN CONNECTION DETAIL

S J-BOLT SPACING
SAGROD CONNECTION DETAIL
11.20

PROPOSED BRGY. HALL

ELECTRICAL
BARANGAY ROAD

E-1 GENERAL NOTES

LEGEND
COMPUTATION OF LOADS
APPROVED: DATE:
TO SURIGAO
CITY RISER DIAGRAM
LIGHTING LAYOUT PLAN SANITARY / PLUMBING:
POWER LAYOUT PLAN

PLUMBING

P-1 PLUMBING NOTES

LEGEND/PLUMBING SYMBOLS
VICINITY MAP
LOCATION PLAN
SEWER LINE LAYOUT APPROVED: DATE:
TO NATIONAL HIGHWAY

WATER LINE LAYOUT

P-2 CATCH BASIN DETAIL MECHANICAL:

TO
SEPTIC TANK DETAIL

B
EXISTNG COVERED COURT

RG
Y. Q
UEZ
ON
APPROVED: DATE:

FIRE SAFETY:

SITE DEVELOPMENT PLAN

SCALE: 1:150 MTS

VICINITY MAP
NOT TO SCALE

APPROVED: DATE:

PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED AND PREPARED : REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO: SHEET NO:
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS PERSPECTIVE
SITE DEVELOPMENT PLAN
REGION - XIII CONSTRUCTION OF VICINITY MAP
SURIGAODELNORTE MUTLI-PURPOSE BUILDING A 1
MARY HEART NICOLE S. MADROÑAL RAUL L. PRECIADOS NESAH B. DAPAR ROMMEL A. PIAPE DOHJIE B. MORALES, MPA
2NDDISTRICTENGINEERINGOFFICE BRGY. BONIFACIO, SURIGAO CITY, SURIGAO DEL NORTE
ENGINEERING ASSISTANT ARCHITECT II ASSISTANT DISTRICT ENGINEER OIC- DISTRICT ENGINEER
1 6 14
SURIGAO CITY OIC- PLANNING AND DESIGN SECTION
SOURCE OF FUND: F.Y. 2025 REGULAR INFRASTRUCTURE
APPROPRIATION: P 5,000,000.00 DATE: DATE: DATE: DATE: DATE:

PLANNING AND DESIGN SECTION

 PROJECT BILLBOARD

ENT OF F
REPUBLIC OF THE PHILIPPINES
TM I DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS

NA
R
SURIGAO DEL NORTE 2ND DISTRICT ENGINEERING OFFICE

DEPA
NTER NAL

NCE
FI JOSE SERING RD, SURIGAO CITY, SURIGAO DEL NORTE

R
BUR EAU

EV
ENUE

ES
RE

RE
P UB

S
LIKA N PILI PI N A SIG .
G IL. T HE HIL
SA UR. P

IN
PU
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IC O LIP
F T HE PHI
PH 1904
ILI PPI NES
Project : _______________________________ Cost : ____________________
Location : _________________________ Fund Source/s : _________________
THIS IS WHERE YOUR TAXES GO
Implementing Agency/ies: : __________________________________
NAME OF PROJECT : Development Partner/s : ____________________________________
Contractor/Supplier : _______________________________________
Brief Description of Project : _________________________________

NAME OF CONTRACTOR : Project Details:

DATE STARTED : Project Date Project Status

CONTRACT COMPLETION DATE: Duration Started

Target Date of Percentage of
Completion Completion
As of
(Date)
Cost Incurred
to Date
Date
Completed
Remarks

CONTRACT COST :
IMPLEMENTING OFFICE :
SOURCES OF FUND : For particulars or complaints about this project, please contact the Regional Office or Cluster which
Department of Public Works and Highways has audit jurisdiction on this project:
Text 2920 or call (02) 165-02 for any concern on this project.
www.dpwh.gov.ph
COA Regional Office No.//Cluster: XIII
Address: SOUTH MONTILLA BLVD., BUTUAN CITY
Contact No. :(085) 342-5637 or Text COA Citizen's Desk at 0915-5391857

50 X 50 HORIZONTAL NOTES:
1. ADOPTED FROM D.O. 72 SERIES OF 2015.
COCO LUMBER
2400 2. THE NEW BILLBOARD DESIGN LAYOUT AND
DIMENSION SHALL BE INSTALLED ON A
STANDARD BILLBOARD MEASURING 1200mm
DISPLAY AREA
X 2400mm (4' X 8') USING 12mm (21") THICK
OPTION 1: MARINE PLYWOOD OR TARPAULIN POSTED
3
(1200 X 2400 X 12 ON 5mm (16 ") MARINE PLYWOOD.
50 X 50 HORIZONTAL
MARINE PLYWOOD) COCO LUMBER
DISPLAY AREA OPTION 2: BILLBOARD
3. THE COLOR SHADE COMBINATION FOR THE
YELLOW BACKGROUND OF THE NEW
1200

1200
PROJECT BILLBOARD DESIGN IS AS
(TARPAULIN ON 1200 X 2400 X FOLLOWS:
OPTION 1: (1200 X 2400 X 12 MARINE PLYWOOD) 5 MARINE PLYWOOD) CYAN - 0
OPTION 2: (TARPAULIN ON 1200 X 2400 X 5 MARINE PLYWOOD)
MAGENTA - 7
YELLOW - 78
45° KEY - 0
2200

2200
50 x 75 VERTICAL 4. FOR EACH BUILDING PROJECT, THE
COCO LUMBER BILLBOARD SHALL BE INSTALLED IN FRONT
OF THE PROJECT SITE.

TRAFFIC DIRECTION
50 x 50 50 x 50 5. FOR EACH ROAD/BRIDGE/FLOOD CONTROL
WOODEN 50 x 75 VERTICAL PROJECT, TWO BILLBOARDS SHALL BE
WOODEN COCO LUMBER
STAKE INSTALLED, I.E., ONE AT THE BEGINNING
STAKE
1000

1000
AND ONE AT THE END OF THE PROJECT.

DISPLAY AREA 6. FOR ROAD PROJECTS WITH LENGTH OF 10

KILOMETERS OR MORE, BILLBOARD(S)
OPTION 1: SHALL ALSO BE INSTALLED AT EVERY 5
GROUND (1200 X 2400 X 12 KILOMETERS INTERVAL.
LEVEL GROUND LEVEL MARINE PLYWOOD)
7. NAME(S) AND/OR PICTURE(S) OF ANY
PERSONAGES SHOULD NOT APPEAR IN THE
OPTION 2:
EDGE OF BILLBOARD.
500

500
(TARPAULIN ON 1200 X 2400 X
ROAD 5 MARINE PLYWOOD) 8. NO POLITICAL BILLBOARDS SHALL BE
ALLOWED TO BE INSTALLED 100 METERS
BEFORE AND 100 METERS AFTER ALL DPWH
PROJECTS AND IN BETWEEN THE PROJECT
LIMITS OR WITHIN THE ROAD RIGHT-OF-WAY.
1000
9. DPWH CONTRACTORS SHALL NOT BE
ALLOWED TO PLACE NAMES OF POLITICIANS
ON THEIR EQUIPMENT OR CARRY POLITICAL

FRONT TYPICAL FRAME ORIENTATION BILLBOARD ON THEIR EQUIPMENT.

ELEVATION ELEVATION 10. ALL DIMENSIONS ARE IN MILLIMETERS

UNLESS OTHERWISE SPECIFIED.

PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED AND PREPARED : REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO: SHEET NO:
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS PROJECT BILLBOARD
REGION - XIII CONSTRUCTION OF
A 2
SURIGAODELNORTE MUTLI-PURPOSE BUILDING
2NDDISTRICTENGINEERINGOFFICE BRGY. BONIFACIO, SURIGAO CITY, SURIGAO DEL NORTE MARY HEART NICOLE S. MADROÑAL RAUL L. PRECIADOS NESAH B. DAPAR ROMMEL A. PIAPE DOHJIE B. MORALES, MPA 2 6
ENGINEERING ASSISTANT ARCHITECT II OIC- PLANNING AND DESIGN SECTION ASSISTANT DISTRICT ENGINEER OIC- DISTRICT ENGINEER 14
SURIGAO CITY
SOURCE OF FUND: F.Y. 2025 REGULAR INFRASTRUCTURE
APPROPRIATION: P 5,000,000.00 DATE: DATE: DATE: DATE: DATE:

PLANNING AND DESIGN SECTION

 PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED AND PREPARED : REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO: SHEET NO:
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS SUMMARY OF QUANTITIES
REGION - XIII CONSTRUCTION OF
SURIGAODELNORTE MUTLI-PURPOSE BUILDING A 3
2NDDISTRICTENGINEERINGOFFICE BRGY. BONIFACIO, SURIGAO CITY, SURIGAO DEL NORTE MARY HEART NICOLE S. MADROÑAL RAUL L. PRECIADOS NESAH B. DAPAR ROMMEL A. PIAPE DOHJIE B. MORALES, MPA
3 6 14
ENGINEERING ASSISTANT ARCHITECT II OIC- PLANNING AND DESIGN SECTION ASSISTANT DISTRICT ENGINEER OIC- DISTRICT ENGINEER
SURIGAO CITY
SOURCE OF FUND: F.Y. 2025 REGULAR INFRASTRUCTURE
APPROPRIATION: P 5,000,000.00 DATE: DATE: DATE: DATE: DATE:

PLANNING AND DESIGN SECTION

 1 2 3 4 5 A B C C B A 5 4 3 2 1

11.20 6.00 11.20

3.20 3.00 3.00 2.00 3.00 3.00 2.00 3.00 3.00 3.20
CONCRETE MOULDING
100mm THK. CONCRETE RAILINGS
100mm THK. CHB PARRAPET W/ 100mm THK. CHB PARRAPET W/ 100mm THK. CHB PARRAPET W/
CEMENT PLASTER FINISHED CONCRETE MOULDING 100mm THK. CHB PARRAPET W/ CEMENT PLASTER FINISHED CONCRETE MOULDING CEMENT PLASTER FINISHED
100mm THK. CONCRETE RAILINGS CEMENTPLASTER FINISHED
TOP OF PARAPET TOP OF PARAPET TOP OF PARAPET TOP OF PARAPET

1.00

1.00

1.00

1.00
ROOF BEAM LEVEL ROOF BEAM LEVEL ROOF BEAM LEVEL ROOF BEAM LEVEL

3.00

3.00

3.00

3.00
D3
W6 W5
W4

0.90

0.90
W1 W1 W1 W2 W3 W1 W1

7.40

7.40
SECOND FLOOR LEVEL SECOND FLOOR LEVEL SECOND FLOOR LEVEL SECOND FLOOR LEVEL

D1 W2

3.00

3.00

3.00

3.00
FRONT
PORCH
D6 W4 W4

W1 W1 W3 W1 W1
FIN. FLR. LN. FIN. FLR. LN. 2 FIN. FLR. LN. FIN. FLR. LN.

0.40

0.40

0.40

0.40
1

(SEE RAMP DETAIL)

NAT. GRD. LN. NAT. GRD. LN. NAT. GRD. LN. NAT. GRD. LN.

LEFT SIDE ELEVATION FRONT ELEVATION REAR ELEVATION RIGHT SIDE ELEVATION
SCALE 1:100 MTS SCALE 1:100 MTS SCALE 1:100 MTS SCALE 1:100 MTS

1 2 3 4 5 1 2 3 4 5
11.20 11.20
1 2 3 4 5
3.20 3.00 1.20 1.80 2.00 3.20 3.00 3.00 2.00
11.20

2.00 1.20 3.00 3.00 2.00

0.40
0.80
0.80

0.80
DS DS DS
CL1 CL1 CL1 CL1
A A A

CL1 0.50mm THK (BMT) LONG SPAN

CL1 CL1 PRE-PAINTED CORRUGATED ROOFING
3.00

3.00

3.00
3.00

3.00
CL1 CL1 CL1 CL1
CL1
0.55mm THK PRE-PAINTED RIDGE ROLL

CL1
6.00

6.00

6.00
B B B

0.55mm THK PRE-PAINTED FLASHING

CL1 CL1
3.00

3.00

3.00
3.00

3.00
CL1 CL1 CL1
CL1 100mm THK CHB PARAPET

CONCRETE GUTTER (SEE DETAIL)

C C C

0.80
0.80

0.80
CL1 CL1 CL1 CL1

0.40
DS DS DS

GROUND FLOOR REFLECTED CEILING PLAN SECOND FLOOR REFLECTED CEILING PLAN ROOF PLAN
SCALE 1:100 MTS SCALE 1:100 MTS SCALE 1:100 MTS

1 2 3 4 5
11.20

SCHEDULE OF FINISH 1 2 3 4 5
2.00 1.20 3.00 3.00 2.00
11.20
FLOORS: (SEE RAMP DETAIL)
3.20 3.00 1.20 1.80 2.00

FL1 NON SKID PLAIN CEMENT FLOOR

ROUGH FINISH W/ GROOVES C C
W4 W4 LANDING
CANOPY CANOPY
FL2 400 X 400 VITRIFIED TILES WF1 W1 WF1 W1 WF1 W4 W3
WF1 WF1
(UNGLAZED TILES) A A
W1 WF1 WF1 W1

WF1
FL2
WF1

FL3 600 X 600 UNGLAZED FLOOR TILES FL2 D4

WF1

FL2

WF1
WF1
3.00

3.00

3.00
OFFICE OFFICE W2 FL1 FL1 W6
D4 SESSION HALL
FL3 FL3

WF1
1:15 1:15 FL3
WALLS: W3 D5
WF1
D2 D2 WF1 S
6.00

6.00
WALK-IN
B B OFFICE
WF1 100mm THK. CHB W/ PLAIN CEMENT FL3 WF1 WF1 UP

WF1
1.00

1.00
ELEV. ± 0.40m

ELEV. ± 0.00m
A D6 FL3
D3
PLASTER (PAINTED FINISH) WF1
FL3 L
PORCH
B

WF1
D6 D1 VERANDAH
FL3

3.00
LOBBY D1 DN
CEILING FINISHES: FL3
WF1

H ALLWAY FL3
2.00

2.00
STO. W5 FL3 W2
D2
UP
UP FL3
CL1 4.5mm THK. HARDIFLEX CEILING FL3 WF1 W1 WF1 W1
BOARD (PAINTED) ON 12mm X 38mm C C
WF1 UP W1 WF1 W1 WF1 W1 WF1 WF1
METAL FURRING @600mm O.C. B.W. CANOPY CANOPY

S S
3.20 3.00 3.00 2.00 3.20 3.00 3.00 2.00

GROUND FLOOR PLAN SECOND FLOOR PLAN

SCALE 1:100 MTS SCALE 1:100 MTS

PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED AND PREPARED : REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO: SHEET NO:
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS GROUND FLOOR PLAN
ROOF PLAN
REGION - XIII CONSTRUCTION OF SECOND FLOOR PLAN
FRONT ELEVATION
SURIGAODELNORTE MUTLI-PURPOSE BUILDING GROUND FLOOR
REAR ELEVATION
A 4
REFLECTED CEILING PLAN
2NDDISTRICTENGINEERINGOFFICE BRGY. BONIFACIO, SURIGAO CITY, SURIGAO DEL NORTE
SECOND FLOOR
LEFT SIDE ELEVATION MARY HEART NICOLE S. MADROÑAL RAUL L. PRECIADOS NESAH B. DAPAR ROMMEL A. PIAPE DOHJIE B. MORALES, MPA 4 6
RIGHT SIDE ELEVATION ENGINEERING ASSISTANT ARCHITECT II OIC- PLANNING AND DESIGN SECTION ASSISTANT DISTRICT ENGINEER OIC- DISTRICT ENGINEER 14
SURIGAO CITY REFLECTED CEILING PLAN
SOURCE OF FUND: F.Y. 2025 REGULAR INFRASTRUCTURE
APPROPRIATION: P 5,000,000.00 DATE: DATE: DATE: DATE: DATE:

PLANNING AND DESIGN SECTION

 1 2 3 4 5 A B C A
0.50mm THK (BMT) LONG-SPAN
11.20 6.00 PRE-PAINTED CORRUGATED
ROOFING
3.20 3.00 3.00 2.00 3.00 3.00 2ND FLR. LINE

100mm THK R.C. PARAPET W/

PLAIN CEMENT PLASTER
TOP OF PARAPET TOP OF PARAPET TOP OF PARAPET PAINTED FINISH
D1 W2

1.00

1.00

1.00
SEE TRUSS DETAIL REINFORCED CONCRETE
SEE TRUSS DETAIL GUTTER (PROVIDE WATER
ROOF BEAM LEVEL ROOF BEAM LEVEL ROOF BEAM LEVEL
BASE WATERPROOFING)

3.00
4.5mm THK HARDIFLEX BOARD
D1
PAINTED FINISH ON METAL
FURRING CEILING NAILERS
(CL1)

3.00

3.00

3.00
OFFICE OFFICE
100mmTHK CHB INTERIOR
WF1 WF1 D2 WF1 WF1 D4 D4 WALL WITH CEMENT PLASTER
PAINTED FINISH (WF1)

7.00

0.90
PARTIAL PART OF

7.40
VERANDAH OFFICE
SECOND FLOOR LEVEL SECOND FLOOR LEVEL SECOND FLR LN. FIN. FLR. LINE 2

0.40
1
FIN. GRID LINE
D6 (SEE RAMP DETAIL)

W1 100mmTHK CHB EXTERIOR

3.00

3.00

3.00
D4 OFFICE WALL WITH CEMENT PLASTER ELEVATION
PORCH
PAINTED FINISH (WF1)
WF1 D2 D2 WF1 WF1 PARTIAL PART OF 3.00 3.00
OFFICE 100mm THK CONCRETE SLAB

0.90
ON FILL
2 FIN. FLR. LN. FIN. FLR. LN. LOBBY FIN. FLR. LN.

0.40
1
NAT. GRD. LN.
NAT. GRD. LN. NAT. GRD. LN.
PORTION OF THE
LOBBY PORTION OF THE
W1 OFFICE W1
LONGITUDINAL SECTION CROSS SECTION DETAIL BAY SECTION FL3
SCALE 1:100 MTS SCALE 1:100 MTS FL3
SCALE 1:100 MTS
D1

W2
0.30

0.15 0.15
38mmØ G.I. PIPE RAILING PORCH
VERTICAL SUPPORT
PROVIDE 12mmØ STEEL
DOWELS
FL2

2.00
FL1
1:15
6mm THK NON-SKID
METAL NOSING STRIP
ELEV. ± 0.40m 2

LANDING
3.20 REINFORCED ELEV. ± 0.20m
CONCRETE STAIR 1
2.00 1.20 UP ELEV. ± 0.00m

STC STC

0.10
W4 0.05 W4 100 x 100 CONCRETE
DOWN SKIRTING UP FL1

0.95
FL3
1:15
38mm MOVABLE 1.20
GRAB BAR
8 9 10 11 12 13 14 15 RAMP LANDING

2.00
0.10
FL3 7
38mm L-TYPE 6 5 4 3 2 1
0.10

FEMALE FIXED GRAB (TYPICAL STAIR NOSING)

0.30

0.50 C.R. BAR W4 0.50 2.00 0.50 0.90 1.20 0.90

0.95
FL2
0.45
FL2
FL3
BLOW-UP DETAIL
NOT TO SCALE 3.00 3.00
PWD/MALE 0.70
STC
C.R.
PLAN
D4
1.60

0.30
FL2 38mmØ PIPE HANDRAILS
600mm X 600mm UNGLAZED
FLOOR TILES
(900mm HIGH FROM FINISH
FLOOR LINE-LANDING) DETAIL OF MAIN ENTRANCE
D4 SCALE 1:60 MTS
1.00 2.10
D5 GROUND FLOOR/PORCH LINE
PLAN FULLY WELDED

0.20
6mm THK NON-SKID METAL NOSING
3.20 STRIP
12 mm VERTICAL

0.40
1.50m X 1.50m
TURNING SPACE
PLAN CRASHED GRAVEL STONE
SQUARE BAR RAILING
1.00 2.10

0.20
6 5
NAT. GRD. LN.
38mm G.I. PIPE HANDRAIL FULL
3.20 WELDED ON 38mmØ G.I. PIPE
RAILINGS VERTICAL SUPPORT
2.00 1.20
1.20 (TYPICAL HANDRAIL) 2.00
0.20
(AT PORCH) BLOW-UP DETAIL
STAIR STEP BLOW-UP DETAIL NOT TO SCALE

0.20
12mm VERTICAL
SQUARE BAR RAILINGS
SCALE 1:70 MTS

0.50
0.90
1.40
1.40

TOP OF

0.20
15 2ND FLOOR FIN. FLR. LN. CONC. RAILING D3
100mm THK CHB INTERIOR W/ PLAIN
14 38mmØ G.I. PIPE CEMENT PLASTER PAINTED FINISH
RAILING FULL WELDED

0.90
13 0.08 (WF1)
B-1 ON 37.50mmØ G.I. PIPE
3.00

3.00

12 VERTICAL SUPPORT PARTIAL PART

3.00

0.08 VERANDAH OF THE OFFICE

11 2ND FLR FIN. LN.
0.20

1.60
400mm X 400mm 400mm X 400mm 0.08
0.80

GLAZED WALL TILES GLAZED WALL TILES 400mm X 400mm 10 SEE TYPICAL STAIR NOSING
GLAZED WALL TILES
0.90

0.50

9 4.5mm THK HARDIFLEX BOARD

1.60
1.60

12mm VERTICAL PAINTED FINISH ON METAL

8
FURRING CEILING NAILERS
0.20

3.00
SQUARE BAR RAILING
1.00

LANDING 7 LANDING FIN. FLR. LN. (CL1)

0.80
0.80

0.80

0.20
0.20 38mmØ PIPE RAILING

3.00
5 VERTICAL SUPPORT
FIN. FLR. LN FIN. C.R. LN FIN. FLR. LN D1
0.03

4 100mm THK CHB INTERIOR W/ PLAIN

0.20

FIN. C.R. LN
CEMENT PLASTER PAINTED FINISH
1.40

3 (WF1)
ELEVATION STC 0.30 1.85

0.20
0.50
0.90

ELEVATION 2

0.90

0.50
1 PORCH 100mm THK CONCRETE SLAB ON FILL
0.20

GROUND FLR. FIN. FLR. LN.

0.20
PARTIAL PART

200mm = 400mm
OF THE OFFICE EMBANKMENT

2 RISERS @
AT GROUND FLOOR AT SECOND FLOOR 2

C.R. DETAIL C.R. DETAIL 1

SCALE 1:50 MTS SCALE 1:50 MTS

0.20
NATURAL GRID LINE

STAIR DETAIL 0.30 (SEE STAIR STEP

SCALE 1:50 MTS BLOW-UP DETAIL)

0.30

(TYPICAL STAIR STEPS)

DETAIL SECTION OF MAIN ENTRANCE
SCALE 1:60 MTS

BLOW-UP DETAIL
NOT TO SCALE

PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED AND PREPARED : REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO: SHEET NO:
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS LONGITUDINAL SECTION
STAIRS AND RAILINGS
REGION - XIII CONSTRUCTION OF CROSS SECTION
DETAIL
SURIGAODELNORTE MUTLI-PURPOSE BUILDING DETAIL BAY SECTION
BLOW-UP DETAIL
A 5
DETAIL OF MAIN ENTRANCE
2NDDISTRICTENGINEERINGOFFICE BRGY. BONIFACIO, SURIGAO CITY, SURIGAO DEL NORTE
DETAIL SECTION OF MAIN
C.R. DETAIL MARY HEART NICOLE S. MADROÑAL RAUL L. PRECIADOS NESAH B. DAPAR ROMMEL A. PIAPE DOHJIE B. MORALES, MPA 5 6
ENGINEERING ASSISTANT ARCHITECT II OIC- PLANNING AND DESIGN SECTION ASSISTANT DISTRICT ENGINEER OIC- DISTRICT ENGINEER 14
SURIGAO CITY ENTRANCE
SOURCE OF FUND: F.Y. 2025 REGULAR INFRASTRUCTURE
APPROPRIATION: P 5,000,000.00 DATE: DATE: DATE: DATE: DATE:

PLANNING AND DESIGN SECTION

 0.50mm THK PRE-PAINTED
CORRUGATED G.I. SHEET ROOFING

SAGROD (SEE STRUCTURAL DETAIL)

C-PURLINS (SEE STRUCTURAL DETAIL)

100mm THK R.C. PARAPET W/

PLAIN CEMENT PLASTER
0.80 PAINTED FINISH

TAG NO. W1 TAG NO. W2 TAG NO. W3

1.80 1.20 0.60

0.60 0.60
6mm THK CLEAR 6mm THK CLEAR 6mm THK CLEAR
GLASS SLIDING GLASS SLIDING GLASS FIXED
REINFORCED CONCRETE GUTTER
TYPE: WINDOW ON TYPE: WINDOW ON TYPE: WINDOW ON
(PROVIDE WATER BASE
ANALOK FRAME, ANALOK FRAME, ANALOK FRAME,
WATERPROOFING)
COMPLETE WITH COMPLETE WITH COMPLETE WITH
1.20

1.20

1.30
HARDWARE AND HARDWARE AND HARDWARE AND
FIXED ACCESSORIES. ACCESSORIES. ACCESSORIES.

NO. OF NO. OF NO. OF

9 1 2 CEILING LINE
UNITS: UNITS: UNITS:
CEILING LINE
(SEE DETAIL)
0.90

2ND FLOOR OFFICE,

0.90

0.85
EXTERIOR WALL 2ND FLOOR OFFICE 4.5mm THK HARDIFLEX BOARD
LOCATION: LOCATION: LOCATION: & EXIT PAINTED FINISH ON METAL FURRING
AND SESSION HALL EXTERIOR WALL
CHANNEL @ 400mm O.C. (CL1)

TAG NO. W4 TAG NO. W5 1.80 TAG NO. W6

1.20
0.60 0.60
0.60 0.60 0.60
EAVES SECTION DETAIL
SCALE 1:30 MTS
0.60

6mm THK CLEAR

6mm THK CLEAR
GLASS FIXED
6mm THK CLEAR
GLASS FIXED
PERSPECTIVE CEILING

0.70
GLASS AWNING NOT TO SCALE
CASEMENT CASEMENT
TYPE: WINDOW ON TYPE: TYPE:
WINDOW ON WINDOW ON
0.60

ANALOK FRAME,
ANALOK FRAME, ANALOK FRAME,
COMPLETE WITH
COMPLETE WITH COMPLETE WITH
HARDWARE AND
HARDWARE AND HARDWARE AND METAL DOUBLE FURRING CHANNEL
2.10

ACCESSORIES. ROD SUSPENSION HANGER

2.10
0.70
ACCESSORIES. ACCESSORIES. (NAILER) 12mmx38mmx0.8mmTHK.
WITH ADJUSTMENT SPRING
@ 400mm O.C.

NO. OF NO. OF NO. OF

3 1 1
UNITS: UNITS: UNITS:
1.50

0.70
TOP OF BEAM 100mm THK NON SKID PLAIN CEMENT
FLOOR FIN. W/ GROOVE LINES
LOCATION: C.R. LOCATION: SECOND FLOOR LOCATION: FRONT EXTERIOR 1.20 1.20 3.20 1.60
(STAIRS) WALL BEAM BEAM
0.30

0.30
38mmØ G.I. PIPE RAILINGS
0.30 0.80 0.80 0.80 0.80 0.80 0.80
TAG NO. D-1 TAG NO. D-2 TAG NO. D-3 38mmØ G.I. PIPE VERTICAL SUPPORT
(SEE BLOW-UP DETAIL)
METAL CARRYING CHANNEL ( CEILING JOIST )

0.20
1.60 0.80 0.80 12mm x 38mm x 0.8mm THK. @ 1200mm O.C.

0.90
6mm THK CLEAR 6mm THK CLEAR
45mm THK 4.5mm THK. HARDIFLEX BOARD PAINTED FINISH FRONT PORCH 2
GLASS DOUBLE GLASS SINGLE
HARDWOOD PANEL

0.10
TYPE: SWING DOOR ON TYPE: SWING DOOR ON TYPE: 1
DOOR COMPLETE
STANDARD STANDARD

0.20
WITH HARDWARE
CONCRETE LANDING
ALUMINUM FRAME ,
COMPLETE WITH
ALUMINUM FRAME ,
COMPLETE WITH
AND ACCESSORIES CEILING SECTION DETAIL 100mm THK WELL-COMPACTED
HARDWARE AND HARDWARE AND SCALE 1:30 MTS EARTH
ACCESSORIES. ACCESSORIES. GRAVEL FILL
2.10

2.10

2.10

NO. OF NO. OF NO. OF

2 3 1 SECTION
UNITS: UNITS: UNITS:

VERANDA
LOCATION: ENTRANCE & LOCATION: OFFICES LOCATION:
SESSION HALL 2-38mmØ G.I. PIPE
HANDRAIL W/ 32 mmØ
VERTICAL SUPPORT @

0.20
200mm O.C.( PAINT FINISH) 100mm THK NON SKID PLAIN CEMENT
TAG NO. D-4 TAG NO. D-5 TAG NO. D-6 3.20 1.60 FLOOR FIN. W/ GROOVE LINES

HOLLOW CORE
0.30 0.79 0.79 0.79 0.83 0.80 0.80 38mmØ G.I. PIPE RAILINGS
0.60 0.90 FLUSH TYPE SWING 0.60
DOOR ON 50 X 150
PVC DOOR, SWING WOODEN JAMB W/ 100

0.20
45mm THK 100 6mm
TYPE ON 50 X MARINE PLYWOOD 38mmØ G.I. PIPE VERTICAL SUPPORT
HARDWOOD PANEL

6mm
TYPE: 150mm PVC JAMB, TYPE: (TWO FACE), TYPE: (SEE BLOW-UP DETAIL)
DOOR COMPLETE
COMPLETE WITH COMPLETE WITH

0.90
WITH HARDWARE
HARDWARE & HARDWARE & AND ACCESSORIES

0.90
ACCESSORIES & ACCESSORIES.
CYLINDRICAL DOOR

0.70
PROVIDE KICK FRONT PORCH 2
12 mmØ STEEL DOWEL
KNOB. PLATE W/ LEVER NON - SKID PLAIN CEMENT
EMBED IN CONCRETE.

0.10
0.40
TYPE DOOR KNOB. 1 LANDING
2.10
2.10

2.10

FLOOR FINISH

0.20
NO. OF NO. OF NO. OF EARTH
2 1 1 100mm THK NON SKID PLAIN
UNITS: UNITS: UNITS:
CEMENT FLOOR FIN. W/ 100mm THK WELL-COMPACTED

EXIT DOOR
GROOVE LINES
FL1 BLOW-UP DETAIL GRAVEL FILL

100
LOCATION: C.R. LOCATION: MALE/PWD C.R. LOCATION: NOT TO SCALE SECTION

150
3.00 1.80
TAG NO. D-6

HANDRAIL
45mm THK
BLOW-UP DETAIL
NOT TO SCALE
HARDWOOD PANEL
TYPE:
DOOR COMPLETE

1.20
WITH HARDWARE PORCH FL1
AND ACCESSORIES 1:15
0.80 0.25

NO. OF

LANDING
1

0.70

3.10
UNITS:
SCHEDULE OF DOORS AND WINDOWS R.C. CANOPY PAINTED FINISH
1.20

SCALE 1:50 MTS

2.20 0.50
LOCATION: STORAGE ROOM
0.20 1.80 0.20 WF-1

.\PWD LOGO IN RAMP.png

0.20

1.20
0.03
FL1
0.10

0.10
0.07
LINTEL 1:15

WINDOW
WINDOW
OPENING
PROVIDE 20mm SQUARE
GROOVE LINE (DRIP MOULD) 1.80 3.00 1.80
FRONT VIEW SECTION

PLAN
CANOPY DETAIL
SCALE 1:20 MTS

RAMP DETAIL
SCALE 1:50 MTS

PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED AND PREPARED : REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO: SHEET NO:
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS SCHEDULE OF DOORS & WINDOWS
REGION - XIII CONSTRUCTION OF WINDOW CANOPY DETAIL
RAMP DETAIL A 6
SURIGAODELNORTE MUTLI-PURPOSE BUILDING HANDRAIL BLOW-UP DETAIL
2NDDISTRICTENGINEERINGOFFICE BRGY. BONIFACIO, SURIGAO CITY, SURIGAO DEL NORTE FL-1 BLOW-UP DETAIL MARY HEART NICOLE S. MADROÑAL RAUL L. PRECIADOS NESAH B. DAPAR ROMMEL A. PIAPE DOHJIE B. MORALES, MPA 6 6
PERSPECTIVE DETAIL OF CEILING ENGINEERING ASSISTANT ARCHITECT II OIC- PLANNING AND DESIGN SECTION ASSISTANT DISTRICT ENGINEER OIC- DISTRICT ENGINEER 14
SURIGAO CITY
SOURCE OF FUND: F.Y. 2025 REGULAR INFRASTRUCTURE CEILING SECTION DETAIL
APPROPRIATION: P 5,000,000.00 EAVES SECTION DETAIL DATE: DATE: DATE: DATE: DATE:

PLANNING AND DESIGN SECTION

 GENERAL CONSTRUCTION NOTES
GENERAL NOTES NOTES ON CONCRETE SLABS
6.0 ALL CONCRETE WORKS AND CONCRETE REINFORCEMENTS SHALL BE DONE IN ACCORDANCE WITH THE
1.0 STANDARDS AND REFERENCES 1. ALL SLAB REINFORCEMENTS SHALL BE 20mm CLEAR MINIMUM FROM BOTTOM AND FROM THE TOP OF SLAB.
ACI.318-14M BUILDING CODE REQUIREMENT AND ALL STRUCTURAL STEEL WORKS ACCORDING WITH THE
2. UNLESS OTHERWISE SHOWN, REINFORCEMENT IN CONTINUOUS ELEVETED SLAB SHALL BE CUT AS FOLLOWS:
THE FOLLOWING SHALL GOVERN THE DESIGN FABRICATION AND CONSTRUCTION OF THE PROJECT. WITH THE AISC-05 IN SOFAR AS THEY DO NOT CONFLICT WITH THE LOCAL BUILDING CODE REQUIREMENT.

1.1 NATIONAL STRUCTURAL CODE OF THE PHILIPPINES (N.S.C.P 2015) VOL. 1, SEVENTH EDITION. 7.0 ACI REFERS TO AMERICAN CONCRETE INSTITUTE, AISC REFERS TO AMERICAN INSTITUTE OF STEEL
1.2 DPWH STANDARD SPECIFICATIONS FOR PUBLIC WORKS STRUCTURES (BUILDINGS, PORTS CONSTRUCTION AND ASTM REFERS TO AMERICAN SOCIETY FOR TESTING MATERIALS.
BENT BAR
AND HARBORS, FLOOD CONTROL AND DRAINAGE STRUCTURES AND WATER SUPPLY SYSTEMS),
VOLUME III, 2019 EDITION. 8.0 CONSTURCTION NOTES AND TYPICAL DETAILS APPLY TO ALL DRAWINGS UNLESS OTHERWISE SHOWN OR
L1 L2

CONF. REINF.
NOTED. MODIFY TYPICAL DETAILS AS DIRECTED TO MEET SPECIAL CONDITIONS.
L1/4 L1/4 L2/4 JOINT HOOP SPACE @ "2Sh" WHEN
2.0 DESIGN CRITERIA TOP BAR THERE ARE BEAMS HAVING WIDTH OF
9.0 SHOP DRAWING WITH ERECTION AND PLACING DIAGRAMS OF ALL STRUCTURAL STEELS, MISCELLANEOUS

D JOINT REINF. D
2.1 LOADINGS AT LEAST ONE-HALF THE COLUMN
IRON, PRE-CAST CONCRETE, ETC. SHALL BE SUBMITTED FOR ENGINEERS APPROVAL BEFORE FABRICATION.
WIDTH & DEPTHS NOT LESS THAN
A. DEAD LOAD 10. CONTRACTOR SHALL NOTE AND PROVIDE ALL MISCELLANEUOS CURBS, SILLS , STOOLS EQUIPMENT AND THREE QUARTERS OF THE DEEPEST
3
CONCRETE 23.56 kN/m MECHANICAL BASES THAT ARE REQUIRED BY THE ARCHITECTURAL , ELECTRICAL AND MECHANICAL DRAWINGS. BEAM THAT FRAME INTO FOUR

CONF. REINF.
3 BOTTOM BAR SIDES OF THE COLUMN. ALL OTHER
STEEL 76.93 kN/m
11. ALL RESULTS OF THE MATERIAL TESTING FOR CONCRETE, REINFORCING BARS & STRUCTURAL STEEL MUST 3. IF SLABS AR E REINFORCED BOTHWAYS BARS ALONG THE SHORTER SPAN SHALL BE PLACED
150 mm THK. CHB WALL 2.73 kPa CONDITIONS USE HOOPS @ "Sh" CENTERS.
BE NOTED & APPROVED BY THE MATERIALS ENGINEER/STRUCTURAL DESIGNER.

Sh
100 mm THK. CHB WALL 2.11 kPa BELOW THOSE ALONE THE LONG SPAN AT THE CENTER AND OVER THE LONGER SPAN FOR
REINFORCING BARS NEAR THE SUPPORTS. THE SPACING OF THE BARS AT THE COLUMN STRIPS

COLUMN TIES AS
PER SCHEDULE
B. LIVE LOAD NOTES ON CONCRETE MIXES & PLACING SHALL NOT BE MORE THAN ONE AND A HALF ( 1
1
) SLAB THICKNESS. FOR COL. BAR SPLICES SEE TABLE
ROOF 1.00 kPa 2
1. ALL CONCRETE SHALL DEVELOP A MIN. COMPRESSIVE STRENGTH AT THE END OF TWENTY EIGHT OF MIN. LAP SPLICE LENGTH OF
OFFICE 2.40 kPa 4. TEMPERATURE BARS FOR SLAB SHALL BE GENERALLY PLACED NEAR THE FACE IN TENSION AND
(28) DAYS W/ CORRESPONDING MAXIMUM SIZE AGGREGATE & SLUMP AS FOLLOWS. COLUMN REINFORCEMENT
TOILETS 1.90 kPa SHALL NOT BE LESS THAN 0.0025 X GROSS-SECTIONAL AREA (Ag) OF THE SLAB.
MAX. SIZE OF

CONF. REINF.
CORRIDORS ABOVE, STAIRS 3.80 kPa 28 DAYS STRENGTH MAX SLUMP ( SEE SCHEDULE BELOW)
LOCATION AGGREGATE

Sh
CORRIDORS ON GROUND 4.80 kPa

D
C. WIND LOAD ALL OTHERS, INCLUDING 20 mm 100mm SCHEDULE OF MINIMUM SLAB REINFORCEMENT NOTE:

D JOINT REINF.
3000 PSI (21.0 MPa)
SUSPENDED SLABS MINIMUM TEMPERATURE BARS ALL CONCRETE REINF. DETAIL SHOULD
BUILDING CATEGORY = 1 (ESSENTIAL FACILITIES)
3000 PSI (21.0 MPa) 20 mm 100mm BE DONE IN ACCORDANCE WITH ACI
COLUMNS
OPTION 1 20 mm 100mm 100 mm 10mmØ @ 250mm EACH WAY
3000 PSI (21.0 MPa) DETAILING MANUAL (LATEST EDITION)

CONF. REINF.
BEAMS
(URBAN OR SUBURBAN AREAS WITH 20 mm 100mm 125 mm 10mmØ @ 250mm EACH WAY
EXPOSURE CAT. B NUMEROUS CLOSELY SPACED OBSTRUCTIONS) SLAB ON FILL 3000 PSI (21.0 MPa)
150 mm 10mmØ @ 250mm EACH WAY
WIND VELOCITY V=300 KPH
2. MAINTAIN MINIMUM CONCRETE COVER FOR REINFORCING STEEL AS FOLLOWS.
175 mm 10mmØ @ 250mm EACH WAY
ENCLOSURE CLASS. ENCLOSED LOW-RISE BUILDING SUSPENDED SLABS 20mm
40mm 200 mm 10mmØ @ 250mm EACH WAY
SLAB ON GRADE
P = qh [(GCpf)-(GCpi)] (DESIGN WIND PRESSURE) TYPICAL COLUMN ELEV. SHOWING
WALLS ABOVE THE GRADE 25mm
UNLESS OTHERWISE NOTED IN THE PLANS ALL BEDDED SLABS SHAL BE REINFORCED WITH 10mmØ
WHERE: qh = VELOCITY PRESSURE (kPa) BEAM STIRRUPS AND COLUMN TIES 40mm DOWELS AND TIES SPACING
AT 250mm O.C. EACH WAY TO CENTER OF SLAB AND CONSTRUCTION JOINTS FOR SAME SHALL
GCpf = EXTERNAL PRESSURE COFFECIENT WHERE CONCRETE IS EXPOSED TO
NOT BE LESS THAN 3.65 METER APART.
GCpf = INTERNAL PRESSURE COFFECIENT EARTH BUT POURED AGAINST FORMS 50mm
D. SEISMIC LOAD WHERE CONCRETE IS DEPOSITED 6. PROVIDE EXTRA REINFORCEMENTS FOR CORNER SLAB ( TWO ADJACENT DISCONTINUOES EDGES)
DIRECTLY AGAINST EARTH 75mm AS SHOWN BELOW. LAP SPLICE LENGTH:
V = Cvl W (DESIGN BASE SHEAR) AT ANY LEVEL NO MORE THAN
7. CONCRETE SLAB REINFORCEMENT BE PROPERLY SUPPORTED WITH 10mm STEEL CHAIR
RT ALTERNATE BARS SHOULD BE
3. CONCRETE SHALL BE DEPOSITED IN ITS FINAL POSISITON WITHOUT SEGREGATION. RE-HANDLING OR APPROVED EQUIVALENT SPACED AT 1.0 METER ON CENTER BOTHWAYS.
2.50CaI SPLICED. MIN. DISTANCE BET.
Vmax = W Vmin = 0.11 CalW OR PLACING SHALL BE DONE PREFERABLY WITH BUGGIES , BUCKETS OR WHEELBARROWS,
RT TWO ADJACENT BARS SPLICES
Vmin = 0.80 ZNvI NO CHUTES WILL BE ALLOWED EXCEPT TO TRANSFER CONCRETE FROM HOPPERS TO BUIGGIES, SHALL BE 600mm.

CONF. REINF. TIES LAT. TIES H (CLEAR HEIGHT OF COL.)

W (ZONE 4)
WHERE: W = TOTAL DEAD LOAD R WHEELBARROWS OR BUCKETS IN WHICH CASE THEY SHALL NOT EXCEED SIX (6) METERS Ø12x1000 LONG AT L
IN AGGREGATE LENGTH. MID-DEPTH OF SLAB
T = NATURAL PERIOD = Ct (h)

WITHIN CENTER
DOWN INTO EDGE BEAM. EXTENDED AT EACH CORNER

HALF OF "H"
WHERE: C = NUMERICAL COEFFICIENT 4. NO DEPOSITING OF CONCRETE SHALL BE ALLOWED WITHOUT THE USE OF VIBRATORS UNLESS 4-Ø 12@ 1800 LONG BARS BEND 1-Ø12TOP &
h = BUILDING HEIGHT AUTHORIZED IN WRITING DESIGNER AND ONLY FOR UNUSUAL CONDITIONS WHERE VIBRATIONS BARS MIN. OF 1,200 (4'-0") INTO BARS. BOTT. BARS 0.25L
I = IMPORTANCE FACTOR = 1.00 ARE EXTREMELY DIFFICULT TO ACCOMPLISH.
4-Ø12 BOTT. BARS TOP BARS @ SUPPORT (CONT.)
R = NUMERICAL FACTOR = 8.50

400
5. ALL ANCHOR BOLTS, DOWELS, AND OTHER INSERTS SHALL BE PROPERLY POSITIONED & SECURED REQ'D. BOTT. BARS @ SUPPORT
SEISMIC COEFFICIENT Cv = 0.64 Nv

JT. REINF.
IN PLACE PRIOR TO PLACING OF CONCRETE.
Ca = 0.44 Nv

0
6. ALL CONCRETE SHALL BE KEPT MOST FOR A MINIMUM OF SEVEN CONSECUTIVE DAYS IMMEDIATELY

60
NEAR SOURCE FACTOR (5 km) Nv = 1.0 SLAB 38mm

0
AFTER POURING BY THE USE O WET BURLAP, FOG SPRAYING, CURING COMPOUNDS OR OTHER OPENING CLEAR

60
Na = 1.0
APPROVED METHODS.
Z = SEISMIC ZONE = 0.40 (ZONE 4)
BOTTOM BARS

400
S = SOIL TYPE = SD (ASSUMED) 7. STRIPPING OF FORMS AND SHORES: 0.165L SPLICE
24 HOURS AT MID SPAN
DAMPING RATIO = 5% FOUNDATION
0.22L EXTRA TOP BARS
SUSPENDED SLAB EXCEPT WHEN 8 DAYS @ SUPPORT
IN TWO WAY SLAB EXTEND
ADDITIONAL LOADS ARE IMPOSED
2.2 DESIGN STRESSES BARS UP TO BEAM SUPPORT

60
WALLS 21 DAYS

0
A. CONCRETE COMPRESSIVE STRENGTH @ 28 DAYS: 14 DAYS OMIT TRIMMER BARS WHERE
BEAMS OPENING IS FRAMED BY BEAM
a. FOOTINGS, COLUMNS, BEAMS AND SLABS f'c = 21.0 MPa (3,000 psi) 21 DAYS TYPICAL CORNER SLAB DETAIL
COLUMNS TYP. DETAIL OF COL. LAP SPLICE
b. SLAB ON FILL f'c = 17.5 MPa (2,500 psi) TYPICAL SLAB
C. SLAB f'c = 21.0 MPa (3,000 psi) 8. THE CONTRACTOR SHALL SUBMIT THE SCHEDULE OF POURING AND THE LOCATION OF THE OPENING DET. & EXT. GIRDER TO COL. CONNECT.
B. REINFORCING STEEL BARS CONSTRUCTION JOINTS TO THE STRUCTURAL ENGINEER AT LEAST (4) DAYS PRIOR TO THE
POURING FOR APPROVAL.
a. FOR BARS 10mm AND GREATER (STRUCTURAL GRADE DEFORMED BAR) fy = 275 MPa (40,000 psi) NOTES ON COLUMNS
9. THE CONTRACTOR SHALL FURNISH AND MAITAIN ADEQUATE FORMS AND SHORINGS UNTIL THE
C. STRUCTURAL STEEL ASTM-A36 CONCRETE MEMBERS HAVE ATTAINED THEIR WORKING CONDITION AND STRENGTH. 1. PROVIDE EXTRA SETS OF TIES AT 100 O.C. FOR TIED COLUMN REINFORCEMENT ABOVE
AND BELOW BEAM-COLUMN CONNECTIONS FOR A DISTANCE FROM FACE OF CONNECTION
NOTES ON BEAMS & GIRDERS
FOR TRUSSES, BRACINGS , & STRUTS fy = 248 MPa (36,000 psi)
D. PURLINS EQUAL TO GREATER OF THE OVERALL THICKNESS OF COLUMN, 1/6 THE CLEAR HEIGHT OF 1. UNLESS, OTHERWISE NOTED IN PLANS , CAMBER ALL BEAMS AND GIRDER AT
COLD FORMED LIGHT fy = 248 MPa (36,000 psi) NOTES ON FOOTINGS COLUMN OR 450mm. LEAST 6mmØ FOR EVERY 4.50M OF SPAN, EXCEPT CANTILEVERS FOR WHICH
E. MASONRY UNIT (CHB) 1. FOOTINGS ARE DESIGNED FOR AN ALLOWANCE SOIL BEARING PRESSURE OF 96 KPa (2000psf). 2. COLUMN TIES SHALL BE PROTECTED EVERYWHERE BY A COVERING OF CONCRETE CAST THE CAMBER SHALL BE AS NOTED IN PLANS OR AS ORDERED BY THE ENGINEER
NON - LOADING BEARING CHB WALLS fm' = 3.45 MPa (500 psi) CONTRACTOR SHALL REPORT TO THE ENGINEER, IN WRITING ,THE ACTUAL SOIL CONDITIONS MONOLITHICALLY WIT HTHE CORE WITH A MINIMUM THICKNESS OF 40mm AND NOT LESS BUT IN NO CASE LESS THAN 20 mm FOR EVERY 3.0 M OF FREE SPAN.
F. WELDS E - 60XX ELECTRODE UNCOVERED AND CONFIRM ACTUAL BEARING CAPACITY OF SOIL BEFORE DEPOSITING CONCRETE.
THAN 40 TIMES THE MAXIMUM SIZE OF COARSE AGGREGATE IN MILLIMETERS. 2. TYPICAL BARS BENDING AND CUTTING DETAILS FOR BEAMS SHALL BE AS
G. STRUCTURAL BOLTS ASTM- A307 a. Ft = 96.60 mPa (14, 000 psi) 2. FOOTING SHALL REST AT LEAST 1500mm BELOW NATURAL GRADE LINE UNLESS OTHERWISE
b. Fv= 69.00 mPa (10, 000 psi) 3. WHERE COLUMNS CHANGE IN SIZE ,VERTICAL REINFORCEMENT SHALL BE OFFSET AT A SHOWN IN FIG. B-1
INDICATED IN PLANS. NO FOOTING SHALL REST ON FILL
3.0 IN THE INTERPRETATION OF THE DRAWING, INDICATED DIMENSIONS SHALL GOVERN. SLOPE MONOLITHICALLY WITH THE CORE WITH MINIMUM THICKNESS OF 40mm AND
3. MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE 75mm CLEAR FOR CONCRETE
DISTANCES AND SIZES SHALL NOT BE SCALED FOR CONSTRUCTIONS PURPOSES NOT LESS THAN 40 TIMES THE MAXIMUM SIZE COARSE AGGREGATE IN MILLIMETERS
DEPOSITED THE GROUND AND 50mm FOR CONCRETE DEPOSITED AGAINST A FORMWORK.
4.0 IN REFERENCES TO OTHER DRAWINGS, SEE ARCHITECTURAL DRAWINGS FOR DEPRESSIONS IN FLOOR 4. IN CASES WHERE THE SOIL CONDITION IS SUCH THAT THE MINIMUM ALLOWABLE SOIL PRESSURE 4. UNLESS OTHERWISE INDICATED IN THE PLANS, LAP SPLICES FOR VERTICAL COLUMN
SLABS , OPENINGS IN THE WALLS AND SLABS , INTERIOR PARTITIONS , LOCATIONS OF DRAINS ETC. OF 96KPa (2000 psf) CAN NOT BE ATTAINED AT A PRACTICAL DEPTHS THE USE OF MICROPILES , REINFORCEMENT SHALL BE MADE WITHIN THE CENTER HALF OF COLUMN HEIGHT, AND
L1 L2
BORED PILES, OR DRIVEN PILES MAY BE ADOPTED IN LIEU OF STANDARD ISOLATED FOOTINGS. THE SPLICE LENGTH SHALL BE LESS THAN 40 BAR DIAMETERS. WELDING OR APPROVED 1 1 1 1
5.0 IN CASE OF DISCREPANCIES AS TO THE LAYOUT, DIMENSIONS AND ELEVATIONS BETWEEN THE
MECHANICAL DEVICES MAY BE USED PROVIDED THAT NOT MORE THAN ALTERNATE BARS L1 4 L1 4 L2 4 L2 4
STRUCTURAL PLANS AND ARCHITECTURAL DRAWINGS, THE CONTRACTORS SHALL NOTIFY BOTH THE
ARE WELDED OR MECHANICALLY SPLICED AT ANY LEVEL AND THE VERTICAL DISTANCES
NOTES ON REINFORCEMENT
BETWEEN THESE WELDS OR SPLICES OF ADJACENT BARS IS NOT LESS THAN 600mm.
1. UNLESS OTHERWISE NOTED IN PLANS, THE YIELD STRENGTH OF REINFORCING BARS SHALL BE:
LOAD COMBINATION ALLOWABLE STRESS DESIGN SEISMIC LOAD COMBINATION A. FOOTINGS , FOOTING BEAMS AND GIRDERS fy = 275 MPa ( 40,000 psi ) H
STRENGTH DESIGN D+F 1.2DL + ƒ1LL + 1.0Em B. COLUMNS AND SHEAR WALLS fy = 275 MPa ( 40,000 psi )
1 1 1 1
1.4DL D+H+F+L+T 0.90l + 1.0Em C. BEAMS AND GIRDER fy = 275 MPa ( 40,000 psi ) CROSS-TIE L1 5 L1 5 L2 5 L2 5
1.2DL + 1.6LL + 0.5LLR D+H+F+LLR TOP BARS
D. NON-LOAD BEARING WALL PARTITIONS ,BEDDED SLABS , FLOOR & ROOF SLABS,
1.2DL + 1.6LLR + ƒ1LL D+H+F+0.75LL+0.75TLLR 2-Ø12mm SIDE BARS WEB BARS

350mm. MAX.
1.2DL + 1.0W + ƒ1LL + 0.5LLR D+H+F+0.6W PARAPETS ,CATCH BASIN,SIDE WALK fy = 275 MPa ( 40,000 psi ) BOTTOM BARS
1.2DL + 1.0E + ƒ1LL 2. ALL REINFORCING BARS SIZE 10mm OR LARGER SHALL BE DEFORMED IN ACCORDANCE WITH THE ASTM A-706
0.9DL + 1.0W + 1.6H BARS SMALLER THAN 10mm MAY BE PLAIN. FIGURE B-1

10

H
0.9DL + 1.0E + 1.6H

dm
3. SPLICES SHALL BE SECURELY WIRED TOGETHER & SHALL LAP OR EXTEND IN ACCORDANCE w/ TABLE B

in.
(TABLE OF LAP SPLICE & ANCHORAGE LENGTH) UNLESS OTHERWISE SHOWNON DRAWINGS , SPLICES SHALL BE
STAGGERED WHENEVER POSSIBLE.

PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED AND PREPARED : REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO: SHEET NO:
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS DESIGN CRITERIA
REGION - XIII CONSTRUCTION OF GENERAL CONSTRUCTION NOTES
SURIGAODELNORTE MUTLI-PURPOSE BUILDING S 7
2NDDISTRICTENGINEERINGOFFICE BRGY. BONIFACIO, SURIGAO CITY, SURIGAO DEL NORTE MARY HEART NICOLE S. MADROÑAL FRANK ELBERT E. GULFO NESAH B. DAPAR ROMMEL A. PIAPE DOHJIE B. MORALES, MPA 1 5
ENGINEERING ASSISTANT ENGINEER II OIC- PLANNING AND DESIGN SECTION ASSISTANT DISTRICT ENGINEER OIC- DISTRICT ENGINEER 14
SURIGAO CITY
SOURCE OF FUND: F.Y. 2025 REGULAR INFRASTRUCTURE
APPROPRIATION: P 5,000,000.00 DATE: DATE: DATE: DATE: DATE:

PLANNING AND DESIGN SECTION

 GENERAL CONSTRUCTION NOTES

PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED AND PREPARED : REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO: SHEET NO:
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS GENERAL CONSTRUCTION NOTES
REGION - XIII CONSTRUCTION OF
SURIGAODELNORTE S 8
MUTLI-PURPOSE BUILDING
2NDDISTRICTENGINEERINGOFFICE BRGY. BONIFACIO, SURIGAO CITY, SURIGAO DEL NORTE MARY HEART NICOLE S. MADROÑAL FRANK ELBERT E. GULFO NESAH B. DAPAR ROMMEL A. PIAPE DOHJIE B. MORALES, MPA 2 5
ENGINEERING ASSISTANT ENGINEER II OIC- PLANNING AND DESIGN SECTION ASSISTANT DISTRICT ENGINEER OIC- DISTRICT ENGINEER 14
SURIGAO CITY
SOURCE OF FUND: F.Y. 2025 REGULAR INFRASTRUCTURE
APPROPRIATION: P 5,000,000.00 DATE: DATE: DATE: DATE: DATE:

PLANNING AND DESIGN SECTION

 3.10

100mm THK NON SKID PLAIN CEMENT

FLOOR FIN. W/ GROOVE LINES
1.00 2.10

10mmØ HORIZONTAL BAR @ 600 mm O.C.

2ND FLOOR FIN. FLR. LINE
10mmØ @400mm O.C.
0.30
10mmØ HORIZONTAL BAR @ 400 mm O.C.
0.30
10mmØ @400mm O.C.
1.80 3.20 1.60
B-1
38mmØ G.I. PIPE RAILINGS 0.30
100mm THK CONCRETE SLAB

100mm THK WELL 0.30 0.80 0.80 0.80 0.80 0.80 0.80

0.20
COMPACTED GRAVEL FILL 38mmØ G.I. PIPE VERTICAL SUPPORT

1.60
(SEE BLOW-UP DETAIL)
PORCH

0.20
0.10

15
0m
0.10

mT
0.20

H
K.
ON FILL 10mmØ TOP & BOT.

0.20
BARS @0.15m B.W.

0.90

3.00
LANDING FIN. FLR. LINE LANDING

0.90
FRONT PORCH 2

0.10
TYPICAL SLAB ON FILL DETAIL 7-10mmØ CHAIR BAR
SCALE 1:30 MTS

0.10
1 7-10mmØ REINF. BAR

0.40

0.20
100mm THK WELL-COMPACTED B-2 B-2 10mmØ NOSING BAR
NGL CONCRETE LANDING
GRAVEL FILL 12mmØ REINF. BAR

0.10

H K.
mT
0.30

1.40
0.50
EARTH

0m
10mmØ BENT BARS AT 250mm O.C.
(SEE WALL FOOTING DETAIL)

15
STC STC
BEAM-1

0.20
RAMP DETAIL
L/4

SCALE 1:30 MTS GROUND FLR. FIN. FLR. LINE

(SEE STAIR FOOTING DETAIL)

10mm Ø STRAIGHT BARS AT 250mm O.C. BW.

10mm Ø BENT BARS AT 250mm O.C.

STAIR DETAIL
SCALE 1:30 MTS
10mm Ø CUT BARS PLACE BETWEEN BENT BARS
L/2
L

BEAM-1

BEAM-1

0.25
0.15
0.20
8-20mmØ VERT. BARS W/ 8-20mmØ VERT. BARS W/ 10mmØ
10mmØ LATERAL TIES SPACED LATERAL TIES SPACED 3 @ 50mm,
3 @ 50mm, 4@100mm THE REST
L/4

4@100mm THE REST @ 200mM O.C.

@ 200mm O.C.

0.70
1.30 0.30 0.30

0.25
BEAM-2

BEAM-1

10mmØ CUT BARS PLACE

0.30

0.30
BETWEEN BARS
0.25

TOP OF ROOF BEAM

4-12mmØ VERT. BARS W/
10mmØ TIES: 1 @50mm, 3 @
10mmØ BOTTOM BARS AT 250mm O.C.
100mm, RET @200mm O.C.

1.00
L/4 L/2 L/4 12-12mmØ VERT. BARS W/
STC 10mmØ TIES, SPACED 3@50mm,
3.40
L REST @150mm O.C.

PLAN COLUMN DETAIL (C-1) 10mmØ TRANSVERSAL BAR

PLAN SCALE 1:30 MTS @ 300mm O.C.

10mmØ BENT BARS AT 250mm O.C.

0.20
3-10mmØ CONT. REINF. BAR

125mm THK CONCRETE SLAB 10mmØ CUT BARS PLACE BETWEEN BENT BARS
10mmØ CUT BARS PLACED BETWEEN BENT BARS 8-20mmØ VERT. BARS
10mmØ LATERAL TIES
PROPER SPLICING AT MID SPAN 10mmØ LATERAL TIES, SPACE 3 @ 50mm, THE
10mmØ BENT BARS @ 300mm O.C.

0.20
10mmØ STRAIGHT BARS @ 300mm O.C. B.W. OF COLUMN SPACE 3@ 50mm, 4 100mmTHK WELL- REST @150mm O.C.
0.125

@100mm, THE REST COMPACTED GRAVEL FILL

@200mm O.C.
0.125

0.10
10mmØ BOTTOM BARS AT
250mm O.C. BEAM BEAM
L/4 L/2 L/4 0.30
SECTION NATURAL GROUND

0.55
50mm
2ND FLOOR FFL

SECTION STC DETAIL

0.80
TYPICAL SLAB-2 DETAIL SCALE 1:15 MTS

0.95
SCALE 1:40 MTS
TYPICAL SLAB-1 DETAIL

1.20
50mm

0.25
SCALE 1:40 MTS
100mm THK WELL-
COMPACTED GRAVEL FILL

0.10
0.10 0.25
4" THK. CHB WALL W/ CEMENT 100mm THK WELL-
11.20 PLASTER FINISHED COMPACTED GRAVEL FILL

2.00 1.20 3.00 3.00 2.00 0.15 0.20 0.15

0.05 10mm Ø VERTICAL BARS
0.05
@ 600mm O.C.
1.50
WF1
PROPER SPLICING AT MID SPAN
OF COLUMN

WF1 WF1 WF1 8-16mmØ MATTING BARS B.W.

.05
10mm Ø HORT. BARS
16mmØ MATTING BARS
GF FFL EVERY 2 LAYERS

1.00
2.00

NGL
WF1

WF1

WF1

WF1

WF1

WF1

NATURAL GROUND

50mm
1.00

WF1

1.50

0.20
WF1 WF1 10mm Ø TRANSVERSAL
BAR @ 300mm O.C.
6.00

3 - 10mm Ø CONT.
1.00

0.20
REINF. BAR

100mm THK WELL- 0.50

WF1

10mmØ MATTING BARS COMPACTED GRAVEL FILL

0.10
1.00

@ 400 mm O.C. BOTHWAYS

ELEV. 0.40m STAIR FOOTING DETAIL

.05
TYPICAL REBAR SPLICING ON COLUMN 0.30 SCALE 1:20 MTS
1.00

NOT TO SCALE
1.50

WF1 WF1 WF1 WALL FOOTING (WF1) DETAIL

SCALE 1:20 MTS
3.20 3.00 3.00 2.00
FOOTING DETAIL (F-1)
SCALE 1:30 MTS
FOUNDATION PLAN
SCALE 1:100 MTS

PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED AND PREPARED : REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO: SHEET NO:
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS FOUNDATION PLAN STAIR DETAIL
REGION - XIII CONSTRUCTION OF FOOTING DETAIL STAIR FOOTING DETAIL
SURIGAODELNORTE TYPICAL REBAR SPLICING ON COLUMN TYPICAL SLAB-1 DETAIL S 9
MUTLI-PURPOSE BUILDING WALL FOOTING DETAIL TYPICAL SLAB-2 DETAIL
2NDDISTRICTENGINEERINGOFFICE BRGY. BONIFACIO, SURIGAO CITY, SURIGAO DEL NORTE RAMP DETAIL TYPICAL SLAB ON FILL DETAIL
MARY HEART NICOLE S. MADROÑAL FRANK ELBERT E. GULFO NESAH B. DAPAR ROMMEL A. PIAPE DOHJIE B. MORALES, MPA 3 5
ENGINEERING ASSISTANT ENGINEER II OIC- PLANNING AND DESIGN SECTION ASSISTANT DISTRICT ENGINEER OIC- DISTRICT ENGINEER 14
SURIGAO CITY
SOURCE OF FUND: F.Y. 2025 REGULAR INFRASTRUCTURE
APPROPRIATION: P 5,000,000.00 DATE: DATE: DATE: DATE: DATE:

PLANNING AND DESIGN SECTION

 SPLICE TOP BARS
AT MIDSPAN
50mm 50mm 50mm 50mm

11.20

3.20 3.00 3.00 2.00

B-1 B-1 B-1 B-2

50mm SPLICE BOTTOM BARS
AT SUPPORT

CANTILEVER BEAM

3.00

3.00
B-1

B-1

B-1
B-1
S-1 S-1 S-1 S-1

TYPICAL REBAR SPLICING ON BEAMS

B-1 B-1 B-1 B-2 NOT TO SCALE
6.00

6.00
1.00

2-20mmØ TOP BARS

S-2

3-20mm Ø TOP BARS 10mmØ STIRRUP, SPACED 3@ 50mm, 4 @

B-1 2-20mmØ BOTTOM EXTRA BARS
100mm, 3 @ 150mm, REST @ 200mm O.C.

3.00
B-1

B-1

B-1

B-1

B-1
S-1 S-1 S-1 2-20mm Ø TOP EXTRA BARS
3-20mmØ BOTTOM BARS
10mmØ STIRRUP, SPACED 3 @ 50mm, 4 @
2.00

2-20mmØ BOTTOM BARS 0.25 0.25

100mm, 4 @ 15mm, REST @ 200mm O.C. 0.25 0.25
L/3 L/3
B-1 B-1 B-1 B-2

0.35
0.70 TYP.
0.40
0.70 TYP.
3.20 3.00 3.00 2.00
AT AT
SUPPORT MID-SPAN
AT AT
SUPPORT MID-SPAN

SECOND FLOOR FRAMING PLAN L/5 L/5

2.00
SCALE 1:100 MTS

BEAM- 2 DETAIL
SCALE 1:30 MTS
BEAM- 1 DETAIL
11.20 SCALE 1:35 MTS

3.20 3.00 3.00 2.00

2-20mmØ TOP BAR

RB-2 RB-2 RB-2 RB-2
2-20mmØ TOP BAR 3-20mmØ BOTTOM EXTRA BARS 2-20mmØ BOTTOM BAR
0.80

0.80
CB-1 CB-1 CB-1 CB-1 CB-1 10mmØ STIRRUPS, SPACED 4@ 100mm,
3-20mmØ TOP EXTRA BARS 2-20mmØ BOTTOM BARS
REST @ 200mm O.C. 0.25 0.25
RB-2 RB-2 RB-2 RB-3 10mmØ STIRRUPS, SPACED 5 @ 50mm, 3@ 0.25 0.25
100mm, 3@ 150mm, REST @ 200mm O.C.

0.35
0.40
RB-2

RB-2

RB-2

RB-2

RB-2
3.00

3.00
AT AT AT AT
SUPPORT MID-SPAN SUPPORT MID-SPAN
RB-2 RB-3 L/5 L/5
6.00

6.00
RB-1 1.18 1.18

L/3 L/3
3.00
1.97 1.97

6.20
RB-2

RB-2

RB-2

RB-2

RB-2
3.00

3.00

ROOF BEAM-2
SCALE 1:30 MTS
ROOF BEAM- 1
SCALE 1:35 MTS
RB-2 RB-2 RB-2 RB-3
4-20mmØ TOP BARS
0.80

0.80

CB-1 CB-1 CB-1 CB-1 CB-1 2-20mmØ BOTT. BARS

RB-2 RB-2 RB-2 RB-2 10mmØ STIRRUPS SPACE 3 @ 50mm,

REST @ 100mm O.C.
3.20 3.00 3.00 2.00 2-20mmØ TOP BAR
2-20mmØ BOTTOM BAR 0.25 0.25
10mmØ STIRRUPS, SPACED 2@

0.35
50mm, 4@ 100mm, REST @ 200 O.C.

ROOF BEAM FRAMING PLAN

0.35
SCALE 1:100 MTS
0.25
0.20

AT AT
SUPPORT MID-SPAN
2.00

ROOF BEAM- 3 DETAIL 2-10mmØ LONG BARS W/

11.20 SCALE 1:30 MTS CANTILEVER BEAM- 1 10mmØ TIES @ 200mm O.C.
SCALE 1:25 MTS
3.20 3.00 3.00 2.00 0.20
0.10

0.20
LINTEL BEAM
3mm THK. 50mm X 100mm C-PURLINS @500mm O.C.
CONCRETE GUTTER (SEE DETAIL)
2-10mmØ LONG BARS W/
10mmØ TIES @ 200mm O.C. 10mmØ TIES @ 200mm O.C.
0.40

10mmØ STIRR. 1 @ 50,

0.80

5 @ 100, REST @ 200mm

0.20
2-10mmØ HORIZONTAL BARS
2-16mmØ TOP BARS
(TOP & BOTTOM)
0.25

4" CHB PARAPET

0.20
LINTEL BEAM WINDOW OPENING
"VERIFY DIMENSION"
2-16mmØ BOTT. BARS 2-10mmØ
0.25 2-10mmØ X 600mm
3.00

1
(TYPICAL @ EVERY CORNER)
10mmØ SAGROD @ OF PURLINS
2
(STAGGERED) IN BETWEEN LINTEL BEAM DETAIL BENT TO FIT INTO CHB
SHELLS
LRB-1 (ABOVE)

LRB-1 (ABOVE)

TRUSSES SCALE 1:10 MTS

TRUSS- 1

TRUSS- 1

TRUSS- 1

2-10mmØ X 600mm
LRB-1 DETAIL (TYPICAL @ EVERY CORNER)
SCALE 1:30 MTS
6.00

7.60

2-10mmØ BENT TO FIT INTO CHB

SHELLS 0.075

0.50

DOOR OPENING
3.00

"VERIFY DIMENSION"
CHB WALL

100mmØ PVC DOWNSPOUT 10mmØ STIRR. 1 @ 50,

2 @ 100, REST @ 150mm LINTEL

0.20
0.03

4-16mmØ VERT. BARS

0.10

0.07
0.25
0.80
0.40

3-10mmØ LONG BAR W/ DOOR/ WINDOW

0.30 10mm TRANSVERSE BARS OPENING
SPACED @200mm O.C.

FINISH FLOOR LINE

ROOF FRAMING PLAN PC-1 DETAIL
SCALE 1:100 MTS
SCALE 1:30 MTS CANOPY DETAIL DOOR & WINDOW OPENING DETAIL
SCALE 1:20 MTS
SCALE 1:25 MTS

PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED AND PREPARED : REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO: SHEET NO:
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS ROOF FRAMING PLAN
REGION - XIII CONSTRUCTION OF ROOF BEAM FRAMING PLAN
SURIGAODELNORTE SECOND FLOOR FRAMING PLAN S 10
MUTLI-PURPOSE BUILDING BEAM DETAIL
2NDDISTRICTENGINEERINGOFFICE BRGY. BONIFACIO, SURIGAO CITY, SURIGAO DEL NORTE ROOF BEAM DETAIL
MARY HEART NICOLE S. MADROÑAL FRANK ELBERT E. GULFO NESAH B. DAPAR ROMMEL A. PIAPE DOHJIE B. MORALES, MPA 4 5
ENGINEERING ASSISTANT ENGINEER II OIC- PLANNING AND DESIGN SECTION ASSISTANT DISTRICT ENGINEER OIC- DISTRICT ENGINEER 14
SURIGAO CITY CANTILEVER BEAM DETAIL
SOURCE OF FUND: F.Y. 2025 REGULAR INFRASTRUCTURE LINTEL BEAM DETAIL
APPROPRIATION: P 5,000,000.00 DOOR & WINDOW OPENING DETAIL DATE: DATE: DATE: DATE: DATE:

PLANNING AND DESIGN SECTION

 4" THK CHB WALL W/ CEMENT PLASTER FINISH

0.10
10mmØ HORIZONTAL BAR

0.40 6.80 0.40

10mmØ VERTICAL BAR

10mmØ HORIZONTAL BAR

2- 6.35mm THK X 50mm X 50mm ANGULAR TOP & BOTTOM CHORD
10mmØ SAGROD @ 21 OF PURLINS (STAGGERED) IN BETWEEN TRUSSES 10mmØ U-STIRRUP SPACE @300mm O.C.
2- 6.35mm THK X 50mm X 50mm ANGULAR BAR WEB MEMBER
3mm THK X 50mm X 100mm C-PURLINS @ 500mm O.C. 100mm THK CONCRETE GUTTER

0.50mm THK (BMT) LONG-SPAN PRE-PAINTED CORRUGATED ROOFING

0.50mm THK PRE- PAINTED ROOFING

0.60
1.00
(SEE CONCRETE GUTTER DETAIL)

1.00

0.80

0.30
0.30

0.10
0.35

0.35
12mm THK X 200mm X 20mm BASE PLATE W/ ROOF BEAM-2

4-16mmØ X 300mm LONG ANCHOR BOLT CANTILEVER BEAM-2

0.30
WITH NUTS AND WASHERS
(SEE TRUSS TO COLUMN CONNECTION DETAIL) ROOF BEAM-1
0.57 0.57 0.57 0.57 0.57 0.57 CEILING LINE

0.05
BEAM SOFFIT
25 100mmØ PVC DOWNSPOUT

3.40 3.40 COLUMN

2 x 2 CEILING JOIST SPACED @
600mm O.C.
0.40 4.5mm THK HARDIFLEX BOARD

TRUSS- 1 DETAIL 0.80

SCALE 1:20 MTS

CONCRETE GUTTER DETAILS

SCALE 1:10 MTS

100mm THK CHB WALL W/ CEMENT PLASTER FINISH 100mm THK CHB WALL

TOP OF CONCRETE PARAPET

0.20

0.20
C- PURLINS 0.40
APEX OF TRUSS

0.10 0.20 0.10

6mm THK X 75mm X 75mm ANGLE

BAR W/ 12mmØ X 100mm LONG

1.00
ANCHOR BOLT W/ NUTS &
LRB-1 LRB-1 WASHER @ EVERY 1.00m O.C.

0.80

0.80
LRB-1
(SEE ANCHOR BOLT SPACING)

PC-1

0.30
RB-2 CB-1 RB-2 RB-2 CB-1 RB-2
SECTION

0.10
3.40 3.40
1.00 1.00
6mm THK X 75mm X 75mm
6.80 ANGLE BAR

12mmØ X 100mm LONG

ANCHOR BOLT W/ NUTS &
END WALL DETAIL CONCRETE GUTTER SPOT DETAIL
75 THRD
35 GRT + BPL

1.00 1.00 WASHER @ EVERY 1.00m O.C.

SCALE 1:20 MTS
110

L/1
ANCHOR BOLT SPACING
SCALE 1:10 MTS
SIZE OF COLUMN
265 MIN. EMBED. PROJ

0.10 0.50mm THK. (BMT) LONGSPAN

25 25 PRE-PAINTED CORR. ROOFING

G C- PURLINS C- PURLINS
38 38 IN
C-PURLIN OF 50 X 50 X 100 X 6mm STEEL
RO
L/3

JOINT CONNECTOR , FULL WELD

25

TO TOP CHORD 2-1/2

38

C PURLINS SIDE LAPPING

50
ROO
FING
RD
HO
COLUMN
SIZE OF

C
L/2 TRUSS OP
75 ST PANEL 2

19mm CORR.
BOTTOM CORD U S PANEL 1
TR

(MIN)
WELD DETAIL
ANCHOR BOLT DETAIL SCALE 1:5 MTS 6mm THK x 50 x 50 x 100
38

TOP CHORD
SCALE 1:10 MTS
25

STEEL JOINT CONNECTOR,

FULL WELD TO TOP CHORD
10mmØ SAG RODS TOP CORD TOP CORD
PURLIN CONNECTION DETAIL
SCALE 1:5 MTS ROOF PANEL SIDE LAP DETAIL
SCALE 1:5 MTS
BASE PLATE DETAIL CONNECTION DETAIL OF PURLIN TO TOP CORD
SCALE 1:15 MTS NOT TO SCALE

2- 63.5mm X 50mm X50mm

ANGULAR BAR TOP &
0.50mm THK (BMT) LONG SPAN
BOTTOM CHORD J-BOLTS AT
0.15 PRE-PAINTED CORR. ROOFING J-BOLT AT EVERY
100 x100 x 6mm SPLICE PLATE EVERY 3RD CORR.
3RD CORR.
CONNECTOR (FULL WELD)
STAGGERED J-BOLT
J-BOLT @ EVERY 3RD CORR.
0.50mm THK. (BMT) LONGSPAN 3mmTHK X 50mm X 100mm"C"
PRE-PAINTED CORR. ROOFING PURLINS @ 500mm O.C.
C- PURLIN
12mm THK X 200mm X 200mm
BASEPLATE
100

4-16mmØ MACHINE BOLT

TRUSS TOP
LENGTH = 300mm
CHORD

C-PURLIN
4-6mmØ X 40mm MACHINE
BOLTS W/ STD. NUTS & 10mm Ø SAGROD @ 21 OF PURLINS
WASHERS, SPACED AS SHOWN (STAGGERED) IN BETWEEN TRUSSES

IN BETWEEN TRUSSES C-PURLIN

CONNECTION OF TRUSS TO COLUMN DETAIL DETAIL OF PURLIN SPLICE J-BOLT TO PURLIN CONNECTION DETAIL J-BOLT SPACING SAGROD CONNECTION DETAIL
SCALE 1:15 MTS SCALE 1:5 MTS SCALE 1:5 MTS SCALE 1:5 MTS SCALE 1:10 MTS

PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED AND PREPARED : REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO: SHEET NO:
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS FULL TRUSS DETAIL BASE PLATE DETAIL
REGION - XIII CONSTRUCTION OF END WALL DETAIL ROOF PANEL SIDE LAP DETAIL
SURIGAODELNORTE CONCRETE GUTTER DETAIL J-BOLT TO PURLIN CONNECTION S 11
MUTLI-PURPOSE BUILDING TRUSS TO COLUMN DETAIL DETAIL
2NDDISTRICTENGINEERINGOFFICE BRGY. BONIFACIO, SURIGAO CITY, SURIGAO DEL NORTE
ANCHOR BOLT DETAIL J-BOLT SPACING
MARY HEART NICOLE S. MADROÑAL FRANK ELBERT E. GULFO NESAH B. DAPAR ROMMEL A. PIAPE DOHJIE B. MORALES, MPA 5 5
ENGINEERING ASSISTANT ENGINEER II OIC- PLANNING AND DESIGN SECTION ASSISTANT DISTRICT ENGINEER OIC- DISTRICT ENGINEER 14
SURIGAO CITY WELD DETAIL SAGROD CONNECTION DETAIL
SOURCE OF FUND: F.Y. 2025 REGULAR INFRASTRUCTURE
APPROPRIATION: P 5,000,000.00 DATE: DATE: DATE: DATE: DATE:

PLANNING AND DESIGN SECTION

 1 2 3 4 5 1 2 3 4 5
11.20 11.20

2.00 1.20 3.00 3.00 2.00 3.20 3.00 1.20 1.80 2.00

A A

3.00

3.00
4

6.00

6.00
B B

3.00

3.00
■ 3

■
C C

GROUND FLOOR LAYOUT SECOND FLOOR LAYOUT

■
1 2 3 4 5 1 2 3 4 5
NOTE: CEILING FAN 11.20
11.20
OUTLET BOTH
■ 3.20 3.00 1.20 1.80 2.00
GROUND AND 3.20 3.00 1.20 1.80 2.00
SECOND FLOOR ARE
CONNECTED TO
CIRCUIT (3) THREE. 8 9 10

A A

5 ACU ACU ACU

3.00
3.00
NOTE:

6.00
NOTE:

6.00
B ELECTRICAL OUTLET B ELECTRICAL OUTLET
INSTALLATION ONLY. INSTALLATION ONLY.
CEILING FAN IS NOT INCLUDED. AC UNIT NOT INCLUDED.

3.00
3.00
C C

SECOND FLOOR LAYOUT SECOND FLOOR LAYOUT

1 2 3 4 5 1 2 3 4 5
11.20
11.20
2.00 1.20 3.00 3.00 2.00
SCHEDULE OF LOADS AND COMPUTATION (MDP)
2.00 1.20 3.00 3.00 2.00

6 7
BRANCH CKT. BREAKER
CKT. NO. LOAD DESCRIPTION VA LOAD VOLTS WIRES IN CONDUIT A A
AF P AT

1 LIGHTING OUTLET 380 230 50 2 20 2-3.5mm2 THHH in 20mmØ C

ACU ACU
2 LIGHTING OUTLET 305 20 2-3.5mm2 THHH in 20mmØ C

3.00
3 CONVENIENCE OUTLET 1440 30 2-3.5mm2 THHN + 1-3.5mm2 TW(G) in 20mmØ C

3.00
4 CONVENIENCE OUTLET 1440 30 2-3.5mm2 THHN + 1-3.5mm2 TW(G) in 20mmØ C

5 CEILING FAN OUTLET 300 30 2-3.5mm2 THHN + 1-3.5mm2 TW(G) in 20mmØ C

6 ACU OUTLET 1945 30 2-5.5mm2 THHN + 1-5.5mm2 TW(G) in 20mmØ C

6.00
2-5.5mm2 THHN + 1-5.5mm2 TW(G) in 20mmØ C
7 ACU OUTLET 1945 30
B

6.00
8 ACU OUTLET 1945 30 2-5.5mm2 THHN + 1-5.5mm2 TW(G) in 20mmØ C B
9 ACU OUTLET 1945 30 2-5.5mm2 THHN + 1-5.5mm2 TW(G) in 20mmØ C 5 NOTE:
10 ACU OUTLET 1945 30 2-5.5mm2 THHN + 1-5.5mm2 TW(G) in 20mmØ C ELECTRICAL OUTLET
INSTALLATION ONLY.
SPARE 2500 30
3.00

11 -
AC UNIT NOT INCLUDED.

3.00
12 SPARE 2500 30 -
NOTE:
ELECTRICAL OUTLET
TOTAL 18590 100 AT, 2P, 230V INSTALLATION ONLY.
CEILING FAN IS NOT INCLUDED.

TOTAL CONNECTED LOAD: 18,303 VA C C

IL @ 90% D.F. = (18590/230)(.9) USE: 2-14.00mm2 THHN + 1-8.00mm2 TW(G) in 25mmØ C
= 72.74 AMPERES (72.74A/100A)

GROUND FLOOR LAYOUT GROUND FLOOR LAYOUT

POWER LAYOUT
SCALE 1:100 MTS

1 2 3 4 5 1 2 3 4 5
No. 6 SERVICE DROP WIRE
11.20 11.20
M
2.00 1.20 3.00 3.00 2.00 3.20 3.00 1.20 1.80 2.00

2-14mm2 THHN + 1-8.00mm2 TW(G)

100A A A
20A 20A R
LIGHTING OUTLET C1 C2 LIGHTING OUTLET S1R
30A 30A
1 1
T
E F G J 1
3.00

3.00
CONVENIENCE OUTLET C3 C4 CONVENIENCE OUTLET
30A 30A S1E S1F 1
CEILING FAN OUTLET C5 C6 AIRCON OUTLET 1 1 L 2 2
30A 30A H K P Q
AIRCON OUTLET C7 C8 AIRCON OUTLET
30A 30A S2GH S2JK S

6.00
6.00

AIRCON OUTLET C9 C10 AIRCON OUTLET B D B 1

30A 30A S2AB S2LM
SPARE C11 C12 SPARE 1
S1D S2PQ 2

S1C S2NO S1U

3.00

3.00
1-8.00mm2 TW(G) 1 1 1 S2ST S
B A M 1 1
1 1 U
C
N O
GROUND

C C
RISER DIAGRAM
GROUND FLOOR LAYOUT LIGHTING LAYOUT SECOND FLOOR LAYOUT
SCALE 1:100 MTS

PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED AND PREPARED : REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO: SHEET NO:
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS SPECIFICATIONS
REGION - XIII CONSTRUCTION OF LEGEND
SURIGAODELNORTE COMPUTATION OF LOADS E 12
MUTLI-PURPOSE BUILDING
2NDDISTRICTENGINEERINGOFFICE BRGY. BONIFACIO, SURIGAO CITY, SURIGAO DEL NORTE
RISER DIAGRAM MARY HEART NICOLE S. MADROÑAL EDUARDO M. TADULAN JR. NESAH B. DAPAR ROMMEL A. PIAPE DOHJIE B. MORALES, MPA 1 1
LIGHTING LAYOUT PLAN 14
ENGINEERING ASSISTANT ENGINEER II OIC- PLANNING AND DESIGN SECTION ASSISTANT DISTRICT ENGINEER OIC- DISTRICT ENGINEER
SURIGAO CITY POWER LAYOUT PLAN
SOURCE OF FUND: F.Y. 2025 REGULAR INFRASTRUCTURE
APPROPRIATION: P 5,000,000.00 DATE: DATE: DATE: DATE: DATE:

PLANNING AND DESIGN SECTION

PLUMBING NOTES N

W E THIS SITE

S
18.15

6.15 6.00 6.00

BARANGAY ROAD
TO PUBLIC CANAL

2.00
11.20
PROPOSED BRGY. HALL

BARANGAY ROAD
TO SURIGAO
SEPTIC
CITY
TANK

TO NATIONAL HIGHWAY

TO
BRG
EXISTNG COVERED COURT

Y. Q
UEZ
ON
DESIGN CRITERIA :

SITE DEVELOPMENT PLAN VICINITY MAP

SCALE: 1:150 MTS NOT TO SCALE

NOTE:
.

SEPTIC TANK
11.20 11.20

3.20 3.00 3.00 2.00 3.20 3.00 3.00 2.00

VTR 4"Ø PVC PIPE

CO VTR
CO
LAV WC WC 1 WC
1 2" Ø WATER LINE
2"Ø WATER LINE FD
PVC PIPE
FD PVC PIPE

4"Ø PVC PIPE LAV

FD

3.00

3.00
LAV

CO
CO
6.00

6.00
3.00

3.00
GROUND FLOOR LAYOUT SECOND FLOOR LAYOUT

WATER LINE &PLUMBING LAYOUT PLAN

SCALE 1:100 MTS

PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED AND PREPARED : REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO: SHEET NO:
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS PLUMBING NOTES
REGION - XIII CONSTRUCTION OF LEGEND
SURIGAODELNORTE WATER LINE & PLUMBING LAYOUT PLAN P 13
MUTLI-PURPOSE BUILDING
2NDDISTRICTENGINEERINGOFFICE BRGY. BONIFACIO, SURIGAO CITY, SURIGAO DEL NORTE
SEPTIC TANK DETAIL MARY HEART NICOLE S. MADROÑAL FRANK ELBERT E. GULFO NESAH B. DAPAR ROMMEL A. PIAPE DOHJIE B. MORALES, MPA 1 2
ISOMETRIC LAYOUT 14
ENGINEERING ASSISTANT ENGINEER II OIC- PLANNING AND DESIGN SECTION ASSISTANT DISTRICT ENGINEER OIC- DISTRICT ENGINEER
SURIGAO CITY
SOURCE OF FUND: F.Y. 2025 REGULAR INFRASTRUCTURE
APPROPRIATION: P 5,000,000.00 DATE: DATE: DATE: DATE: DATE:

PLANNING AND DESIGN SECTION

 700 RD
150 400 150

100mmØ PVC DOWNSPOUT

150

RD VTR
DRAINAGE PIPE

100mmØ PVC DOWNSPOUT

RD
400
700

INLET OUTLET

4" Ø PVC PIPE

100mmØ PVC DOWNSPOUT
L
NA
CA
150

IC
RD BL
PU CO
TO
PLAN CB RD

100mmØ PVC DOWNSPOUT

700
WC

100mmØ PVC DOWNSPOUT

325 100 325
LAV
FD
CB
100

L
NA
RD CA
IC VTR
BL
PU

WATER LINE PVC PIPE

50 50
TO
50 600 50 CB CO

100mmØ PVC DOWNSPOUT

4" Ø PVC PIPE

CO
100

INLET 2% SLOPE CB

CB

2"Ø
50
VARIABLE

1
4" Ø PVC PIPE
2% SLOP CDP
VARIABLE

50
OUTLET 150mmTHK CHB W/ 10mmØ
REBAR, HOR. @ EVERY 2
LAYERS, VERT. @600mm O.C.
100
100

SECTION
CB

CATCH BASIN DETAIL

SCALE 1:20 MTS
CATCH BASIN ISOMETRIC LAYOUT
NOT TO SCALE

3.00
3.00
FD
2.00 1.00
2.00 1.00 ISOMETRIC LAYOUT
0.50 0.50
4" PVC PIPE W/ CLEAN-OUT LAV
C.O
LAV
MANHOLE MANHOLE
0.10

WC
10mmØ MATTING BARS @200mm O.C. B.W.
INLET
10mmØ VERT. BARS
@600mm O.C. W/ 10mmØ WC
INLET AIR SPACE HORIZONTAL BAR

WATER LEVEL
EVERY 2 LAYERS

NK
OUTLET
A
CT
CO

T I FD
P
SE
LEACHING

2.00
WELL
0.60

2.10

1.90
0.60
1.50

TO
MH MH
DIGESTIVE CHAMBER

100mm THK CHB WALL

10mmØ MATTING BARS @200mm ON

CENTER BOTHWAYS
SAND & GRAVEL
WATER LINE & PLUMBING LINE ISOMETRIC LAYOUT
NOT TO SCALE
0.10

0.20

0.60
0.60

PLAN SECTION 0.40

SEPTIC TANK DETAIL

SCALE 1:30 MTS

PROJECT NAME AND LOCATION: SHEET CONTENTS: DRAFTED AND PREPARED : REVIEWED: SUBMITTED: RECOMMENDED: APPROVED: SET NO: SHEET NO:
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS SEPTIC TANK DETAIL
REGION - XIII CONSTRUCTION OF CATCH BASIN DETAIL
SURIGAODELNORTE CATCH BASIN ISOMETRIC LAYOUT P 14
MUTLI-PURPOSE BUILDING
2NDDISTRICTENGINEERINGOFFICE BRGY. BONIFACIO, SURIGAO CITY, SURIGAO DEL NORTE
WATER LINE & PLUMBING LINE ISOMETRIC LAYOUT MARY HEART NICOLE S. MADROÑAL FRANK ELBERT E. GULFO NESAH B. DAPAR ROMMEL A. PIAPE DOHJIE B. MORALES, MPA 2 2
ENGINEERING ASSISTANT ENGINEER II OIC- PLANNING AND DESIGN SECTION ASSISTANT DISTRICT ENGINEER OIC- DISTRICT ENGINEER 14
SURIGAO CITY
SOURCE OF FUND: F.Y. 2025 REGULAR INFRASTRUCTURE
APPROPRIATION: P 5,000,000.00 DATE: DATE: DATE: DATE: DATE:

PLANNING AND DESIGN SECTION