contents...pdo - iii head, planning and design unit pfsed-deped pfsed-deped oliver r. hernandez...

REP. ACT 545

ALL DRAWINGS ARE TO BE RETURNED WHEN NO LONGER IN USE.

THIS DRAWING, AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF PHYSICAL FACILITIES AND SCHOOLS ENGINEERING

DIVISION AND AS SUCH MUST NOT BE REPRODUCED OR COPIED IN PART OR IN WHOLE WITHOUT THEIR PERMISSION,

NOTE:

DEPARTMENT OF EDUCATION

REPUBLIC OF THE PHILIPPINES

MERALCO AVENUE, PASIG CITY

PHYSICAL FACILITIES AND SCHOOLS ENGINEERING DIVISION

APPROVED BY : SHEET NO:

REP. ACT 545

OWNER :

SHEET CONTENTS :


DepED




PROJECT NO:

DATE :

PROJECT TITLE :

LOCATION :

DESIGNED BY:

CHECKED BY:

ENCODED BY:

NOTE:

PREPARED BY : CHECKED BY : RECOMMENDING APPROVAL :

EDpeD

NOISI

VID

GNIRE

ENIGN

ESL

OOHCSDNA

SEITI

LICAF

LACI

SYHP

HEAD, PLANNING AND DESIGN UNITPDO - III

PFSED-DepED PFSED-DepED

OLIVER R. HERNANDEZ

DepED

CHIEF, PFSED-OPS

LUIS G. PURISIMA JR.

PFSED-DepED

MAXIMO M. CALBANG

A -

NATHANIEL Q. MENDOZAARCHITECT III

ONE STOREY

THREE CLASSROOM

7x9m (MODIFIED)PERSPECTIVE VIEW

TABLE OF CONTENTS

1

3

00200511

NQM

Max C.

LGP

01 01 2005

AMAVDS

VDS

EMEC II

REP. ACT 545




NOTE:






REP. ACT 545

OWNER :

SHEET CONTENTS :


DepED




PROJECT NO:

DATE :

PROJECT TITLE :

LOCATION :

DESIGNED BY:

CHECKED BY:

ENCODED BY:

NOTE:


EDpeD

NOISI

VID

GNIRE

ENIGN

ESL

OOHCSDNA

SEITI

LICAF

LACI

SYHP



OLIVER R. HERNANDEZ

DepED

CHIEF, PFSED-OPS


PFSED-DepED

MAXIMO M. CALBANG

A -


ONE STOREY

THREE CLASSROOM

7x9m (MODIFIED)PERSPECTIVE VIEW

TABLE OF CONTENTS

1

3

00200511

NQM

Max C.

LGP

01 01 2005

AMAVDS

VDS

EMEC II

SCHEDULE OF DOOR & WINDOWS, BAY

SECTION, DETAIL SECTION, LOUVER

BLOCK VENT., RAMP DETAIL

FLOOR PLAN, ELEVATIONS, ROOF PLAN

SECTIONS, REFLECTED CEILING PLAN

FOUNDATION PLAN, ROOF FRAMING

PLAN FOOTING DETAIL, COLUMN DETAIL,

WF-1, RAMP DETAIL

ELEVATIONS TYPICAL CONNECTION

DETAIL

PERSPECTIVE VIEW, TABLE OF CONTENTS

ELECTRICAL LAYOUT PLAN, RISER

DIAGRAM, LOAD SCHEDULE, GEN. NOTES

E-1

S-1

S-2

A-3

A-2

A-1

PERSPECTIVE VIEW

TABLE OF CONTENTS

SANITARY

ELECTRICAL

STRUCTURAL

ARCHITECTURAL

ENGINEER/BUILDING OFFICIAL

OFFICE OF THE CITY/MUNICIPAL


MECHANICAL

ELECTRICAL

SANITARY

STRUCTURAL

ARCHITECTURAL

LAND USE & ZONING

LINE & GRADE

DISTRICT/CITY/MUNICIPALITY

TABLE

OF

CONTENTS

SCALE:

PERSPECTIVE VIEW1

A-1 NTS

REP. ACT 545




NOTE:






REP. ACT 545

OWNER :

SHEET CONTENTS :


DepED




PROJECT NO:

DATE :

PROJECT TITLE :

LOCATION :

DESIGNED BY:

CHECKED BY:

ENCODED BY:

NOTE:


EDpeD

NOISI

VID

GNIRE

ENIGN

ESL

OOHCSDNA

SEITI

LICAF

LACI

SYHP



OLIVER R. HERNANDEZ

DepED

CHIEF, PFSED-OPS


PFSED-DepED

MAXIMO M. CALBANG

A -


ONE STOREY

THREE CLASSROOM

7x9m (MODIFIED) FLOOR, REFLECTED CLG., ROOF

PLANS,FRONT, RIGHT, REAR,

LEFT ELEVATIONS, CROSS,LONGITUDINAL SECTIONS

2

3

00200511

NQM

Max C.

LGP

01 01 2005

AMAVDS

VDS

EMEC II

REP. ACT 545




NOTE:






REP. ACT 545

OWNER :

SHEET CONTENTS :


DepED




PROJECT NO:

DATE :

PROJECT TITLE :

LOCATION :

DESIGNED BY:

CHECKED BY:

ENCODED BY:

NOTE:


EDpeD

NOISI

VID

GNIRE

ENIGN

ESL

OOHCSDNA

SEITI

LICAF

LACI

SYHP



OLIVER R. HERNANDEZ

DepED

CHIEF, PFSED-OPS


PFSED-DepED

MAXIMO M. CALBANG

A -


ONE STOREY

THREE CLASSROOM

7x9m (MODIFIED) FLOOR, REFLECTED CLG., ROOF

PLANS,FRONT, RIGHT, REAR,

LEFT ELEVATIONS, CROSS,LONGITUDINAL SECTIONS

2

3

00200511

NQM

Max C.

LGP

01 01 2005

AMAVDS

VDS

EMEC II

FLOOR PLAN, ELEVATIONS, ROOF PLAN

SECTIONS, REFLECTED CEILING PLAN

FL-1

FL-2

SCHED. OF FLOOR FIN.

PLAIN CEMENT

FLOOR FIN.

PLAIN CEMENT FLR.

FIN. W/ GROOVE (ROUGH)

CORRIDOREL. 125mm

BLACKBOARD

50-100mmØ RIVER STONE TRENCH

50-100mmØ RIVER STONE TRENCH

3500

3500

7000

FIN.: PLAIN CEMENT FIN.

1

4500 4500

27000

CLASSROOMEL. 150mm


A

B

C

100mm THK. CHB WALL

PLASTER & PAINT FINISH.

1200

RAMP UP

1500

600

1100

W

2

W

2

W

1

W

1

BLACKBOARD

4500 4500

CLASSROOMEL. 150mm


W

2

W

2

W

1

W

1

BLACKBOARD

4500 4500

CLASSROOMEL. 150mm


W

2

W

2

W

1

W

1

1

A-2

FLOOR PLAN1:100m

17

A-2

16

A-2

SLOPE

2026

2800

FIN. GRD. LN.

APEX OF ROOF

150.

CLASSROOM

FIN. FLR. LN.

400 4500 4500 400

27000

D

1W

2

D

1W

2

1 2 3

SCALE:

GA#26 G.I. PL.RIDGE ROLL

PAINT FIN.

GA#26 G.I. CORR.SHEET ROOFING

PAINT FIN.

TOP OF

ROOF BEAM

100mm THK.

CHB WALL PLAIN

CEMENT PLASTER

& PAINT FIN.

4500 4500

D

1W

2

D

1W

2

4500 4500

D

1W

2

D

1W

2

1:100m

2

A-2

FRONT ELEVATION

CLASSROOM

FIN. FLR. LINE

12mm THK. FIBER CEMENT

FASCIA BOARD (PAINT FIN.)

VAR.

3500

7000

3500

1500

1100

2800

FIN. GRD. LN.

TOP OF ROOF BEAM

APEX OF ROOF

2026

12x300mm FIBER CEMENT

FASCIA BOARD (PAINT FINISH)

300x300mm EXTERIOR CONC.

LOUVER BLOCKS

GA.#26 CORR. G.I. ROOFING

SHEET (PAINT FINISH)

C B A

100mm THK. CHB WALL WITH

PLAIN CEMENT PLASTER (PAINTFIN.)

SCALE:

100mm THK. CHB WALL PLAIN

CEMENT PLASTER & PAINT FIN.

RIGHT ELEVATION3

A-2 1:100m

CLASSROOM

FIN. FLR. LINE

12mm THK. FIBER CEMENT

FASCIA BOARD (PAINT FIN.)

VAR.

3500

7000

3500

1500

1100

2800

FIN. GRD. LN.

TOP OF ROOF BEAM

APEX OF ROOF

2026


FASCIA BOARD (PAINT FINISH)

300x300mm EXTERIOR CONC.

LOUVER BLOCKS

GA.#26 CORR. G.I. ROOFING

SHEET (PAINT FINISH)

CBA

100mm THK. CHB WALL WITH

PLAIN CEMENT PLASTER (PAINTFIN.)

SCALE:

100mm THK. CHB WALL PLAIN

CEMENT PLASTER & PAINT FIN.

LEFT ELEVATION5

A-2 1:100m

3500 1100

5000

1500

5429

7000

3500

CLASSROOM

CLASSROOM

FIN. FLR. LN.

2026

APEX OF ROOF

TOP OF ROOF BEAM

FIN. GRD. LN.

3000

150

D

1

W

1

GA#26 PLAIN GI RIDGE ROLL

PAINT FINISH

300x300mm EXT. CONCRETE

LOUVER BLOCKS

GA#26 CORR. GI ROOFING

SHEET PAINT FINISH

4.8mm THK. FIBER CEMENT CEILING BOARD

ON 50x50mm CEILING JOIST @600mm OC

BOTHWAYS PAINT FINISH


FASCIA BOARD PAINT FINISH

4.8mm THK. FIBER CEMENT CEILING

BOARD ON 50x50mm CLG. JST.

@600mm OC BW PAINT FIN.

VENTILATION (SEE DETAIL)

RAFTER/PURLINS SEE DETAIL

100mm THK. CONCRETE SLAB ON FILL

100mm THK. 50-100mmØ GRAVEL BED

FROM SELECTED COMPACT

FILLING MATERIAL

SCALE :

100mm THK CHB WALL w/PLAIN

CEMENT PLASTER PAINT FINISH

CC

A-1 BC

A-1 AC

A-1

CROSS SECTION6

A-21:100 m.

SLOPE

2026

2800

FIN. GRD. LN.

APEX OF ROOF

150.

CLASSROOM

FIN. FLR. LN.

400 4500 4500 400

27000

SCALE:

GA#26 G.I. PL.RIDGE ROLL

PAINT FIN.

GA#26 G.I. CORR.SHEET ROOFING

PAINT FIN.

TOP OF

ROOF BEAM

100mm THK.

CHB WALL PLAIN

CEMENT PLASTER

& PAINT FIN.

W

1

W

1

2 13

4500 4500

W

1

W

1

4500 4500

W

1

W

1

1:100m

4

A-2

FRONT ELEVATION

41

A-1 51

A-1

22

A-1 32

A-1 42

A-1 52

A-1

51

A-1 41

A-1

62

A-1 72

A-1

62

A-1 72

A-1

61

A-171

A-1

REP. ACT 545




NOTE:






REP. ACT 545

OWNER :

SHEET CONTENTS :


DepED




PROJECT NO:

DATE :

PROJECT TITLE :

LOCATION :

DESIGNED BY:

CHECKED BY:

ENCODED BY:

NOTE:


EDpeD

NOISI

VID

GNIRE

ENIGN

ESL

OOHCSDNA

SEITI

LICAF

LACI

SYHP



OLIVER R. HERNANDEZ

DepED

CHIEF, PFSED-OPS


PFSED-DepED

MAXIMO M. CALBANG

A -


ONE STOREY

THREE CLASSROOM

7x9m (MODIFIED) DOOR & WINDOW SCHEDULE

DETAILS

3

3

00200511

NQM

Max C.

LGP

01 01 2005

AMAVDS

VDS

EMEC II

REP. ACT 545




NOTE:






REP. ACT 545

OWNER :

SHEET CONTENTS :


DepED




PROJECT NO:

DATE :

PROJECT TITLE :

LOCATION :

DESIGNED BY:

CHECKED BY:

ENCODED BY:

NOTE:


EDpeD

NOISI

VID

GNIRE

ENIGN

ESL

OOHCSDNA

SEITI

LICAF

LACI

SYHP



OLIVER R. HERNANDEZ

DepED

CHIEF, PFSED-OPS


PFSED-DepED

MAXIMO M. CALBANG

A -


ONE STOREY

THREE CLASSROOM

7x9m (MODIFIED) DOOR & WINDOW SCHEDULE

DETAILS

3

3

00200511

NQM

Max C.

LGP

01 01 2005

AMAVDS

VDS

EMEC II

3500

3500

1100

1500

9600

27000

4500 4500

2

2

2

2

2

2

A

B

C

SCALE:

VENT. (SEE DETAIL)

LIGHTING FIXTURE

12mm THK. FIBER

CEMENT FASCIA BOARD

PAINT FINISH

4.8mm THK. FIBER

CEMENT EXTERIOR &

INTERIOR CEILING

BOARD ON METAL OR

SOLID WOOD CEILING

JOIST @600mm OC

BW PAINT FINISH

11

A-1 21

A-1 31

A-1

4500 4500

2

2

2

2

2

2

4500 4500

2

2

2

2

2

2

1:100m

REFLECTED CEILING PLAN

A-3

12

1

A-1

3500

3500

1100

1500

9600

27000

4500 4500

A

B

C

SCALE:

SLOPE

SLOPE

11

A-1 21

A-1 31

A-1

GA#26 CORR. G.I.SHEET ROOFING PAINT

FINISH

GA#26 PLAIN G.I.SHEET RIDGE ROLL

PAINT FINISH

12mm THK. FIBER

CEMENT FASCIA BOARD

PAINT FINISH

4500 4500 4500 4500

1:100mm

ROOF PLAN

A-3

2

W-1 W-1

4500

27000

4500400 400

APEX OF ROOF

TOP OF BEAM

FIN. FLOOR LINE

NGL

SCALE:

11

A-1 21

A-1 31

A-1

SEE STRUCTURAL

DETAIL

4.8mm THK. FIBER CEMENT

CEILING BOARD ON 50x50mm

CEILING JOIST @600mm OC BW

PAINT FINISH

VENT. SEE DETAIL

150mm THK. CHB WALL

w/PLAIN CEMENT PLASTER

& PAINT FIN.

100mm THK. CONCRETE

SLAB

Ø50-100mm GRAVEL

BEDDING

FROM SELECTED FILLING

MATERIAL

2800

2026

150 W-1 W-1

4500 4500

W-1 W-1

4500 4500

321

3

1:100m

LONGITUDINAL SECTION

A-3

41

A-1 51

A-1

41

A-1 51

A-1

41

A-1 51

A-1 61

A-1 71

A-1

61

A-1 71

A-1

61

A-1 71

A-1

REP. ACT 545




NOTE:






REP. ACT 545

OWNER :

SHEET CONTENTS :


DepED




PROJECT NO:

DATE :

PROJECT TITLE :

LOCATION :

DESIGNED BY:

CHECKED BY:

ENCODED BY:

NOTE:


EDpeD

NOISI

VID

GNIRE

ENIGN

ESL

OOHCSDNA

SEITI

LICAF

LACI

SYHP



OLIVER R. HERNANDEZ

DepED

CHIEF, PFSED-OPS


PFSED-DepED

MAXIMO M. CALBANG

A -


ONE STOREY

THREE CLASSROOM

7x9m (MODIFIED) FLOOR PLAN

ELEVATIONS

SECTIONS

DETAILS

4

4

00200511

NQM

Max C.

LGP

01 01 2005

AMAVDS

VDS

EMEC II

REP. ACT 545




NOTE:






REP. ACT 545

OWNER :

SHEET CONTENTS :


DepED




PROJECT NO:

DATE :

PROJECT TITLE :

LOCATION :

DESIGNED BY:

CHECKED BY:

ENCODED BY:

NOTE:


EDpeD

NOISI

VID

GNIRE

ENIGN

ESL

OOHCSDNA

SEITI

LICAF

LACI

SYHP



OLIVER R. HERNANDEZ

DepED

CHIEF, PFSED-OPS


PFSED-DepED

MAXIMO M. CALBANG

A -


ONE STOREY

THREE CLASSROOM

7x9m (MODIFIED) FLOOR PLAN

ELEVATIONS

SECTIONS

DETAILS

4

4

00200511

NQM

Max C.

LGP

01 01 2005

AMAVDS

VDS

EMEC II

1500

1200

1800

12x300mm FIBER

CEMENT FASCIA BOARD

TECKSCREW

20x20x2mm ANGULAR

BAR FOR FASCIA BD.

FRAME WELDED TO

RAFTERS AND PURLINS

300

STL. PURLINS (SEE STRUCTURAL DET.)

SAG ROD (SEE DETAIL)

TECKSCREW

300

FULLY WELD ON

RAFTER

2-16 BOLTS

VENTILLATION W/ WIREMESH

6mm GROOVE

4-16x300mm LONG

BENT ANCHOR BOLTS

GA#26 CORR. ROOFING SHEET(PAINT FIN.)

10mm THICK PLATE

300x150x10mm BASE

PLATE

6mm THK PLYWOOD w/6mmGROOVE ON 50x50mm NAILERS

@600mm OC BW (PAINT FIN)

SCALE:

EAVES DETAIL5

A-41:20mts

ELEV

RAMP UP


FASCIA BOARD ON 20x20x2mm

ANGLE BAR FRAME W/ VERT.MEMBER @ 600mm OC

LINE OF CORRIDOR

DETAIL PLAN1:50 MSCALE

1:5 MSCALE

DETAIL SECTION

EL. +175mm

CLASSROOM

6mm6mm

C100

TYPICAL

6mm

100

CORRIDOR NON-SKID PLAIN CEMENT FLOOR CEMEMNT FINISH

275

LOUVER BLOCKS (CONCRETE)

400

1:20MSCALE :A-4

EAVES DETAIL7

RAFTER SEE

STRUCTURAL DET.

GA#26 CORR. GI.ROOF

C-PURLIN SEE

STRUCTURAL DET.

27

PLAN PROVIDE INSECT SCREEN

25x25mm WOOD VENT

575

GA#26 PLAINGI. FLASHING

4

123

150

300

600

275

25x25 mm WOOD VENT

PROVIDE INSECT SCREEN

575

SECTION

INSIDE

ELEVATION OUTSIDE

600

SCALE:

RAMP DETAILS8

A-4 AS SHOWN

FL-2

SCALE:

TYP. CLG. VENT. DETAILS4

A-4 1:10 mts.

SCALE:

LOUVER BLOCK DETAIL6

A-4 1:10 mts.

VAR

.

1 PLAN


FASCIA BOARD ON 25x25x6mm

THK L-BAR w/25x6mm THKSTIFF FLAT BAR @600mm OC

BW. PAINT FIN.

GA#26 CORR. G.I. SHT.ROOF (PAINT FIN.)

RAFTER (SEE STRUCT'L DET.)

1100

2800

800

PART OFCLASSROOM

FIN. GRADE LINE

FIN. FLOOR LINE

100 mm THK. CHB WALL WITH

PLAIN CEMENT PLASTER (PAINT FIN.)

W-1

400

6mm THK. ORD. PLYWOOD

INT. CEILING w/6MM GROOVE ON50x50mm CEILING JOIST @600mm

OC BOTHWAYS

CONC.

BEAM

TOP OF ROOF BEAM

A

A-4 SCALE: 1:100m

100mm THK. REINF. CONC

SLAB

100mm THK 50-100mm

GRAVEL BED

FR. SELECTED FILLING

MATERIALS

POLYETHYLENE SHEET DAMP

PROOFING

CEILING VENTILATION SEE

DETAIL

1500

6mm THK. ORDINARY PLYWOOD

CEILING w/6mm GROOVE ON50x50mm CEILING JOIST @600mm

OC BW (PAINT FINISH)

12x300mm FIBER CONCRETE FASCIA

BOARD ON 25x25x6mm L-BAR

W/25x6mm THK STIFFENER FLAT BAR @EVERY 600mm OC

2800

2216

CORRIDOR

100mm THK. REINF. CONC

SLAB

POLYETHYLENE SHEET DAMP

PROOFING

CLASSROOM

PART OF

CEILING VENTILLATION (SEEDETAIL)

D-1

25

VAR

.

150

1500

23

°

GA 26 G.I. CORR. SHEET ROOFING

PAINT FINISH

LC 100x50x15x1.5mm STL

C-PURLINS @±750mm OC ON

2-LC 150x65x20x2mm RAFTER

10mmSAG ROD

300

TOP OF ROOF BEAM

FR. SELECTED FILLING

MATERIALS

100mm THK 50-100mm

GRAVEL BED

C

5

A-4

PLAN2

A-4 SCALE: 1:100m

2100

2400

±1230

(14-

BLADES

)

2400

D-1 W-1

JALOUSIE WINDOW W/ CLEAR GLASS BLADES ON STD. ALUM.HOUSING & FIXED CLEAR GLASS TRANSOMS ON 50x100mm WD.

JAMBS/FRAMES

±875

SAME AS W-1

W-2

300

1000 4 EQ. PARTS=

2500

300

2 EQUAL PARTS =

1250

±1230

(14-

BLADES

)

2400

±875

300

FFL

HOLLOW CORE FLUSH TYPE HINGED DOOR

ON 50x100mm WOOD JAMBS/FRAMES

SCALE:

DOOR & WINDOW SCHEDULE1

A-3 1:50m

REP. ACT 545




NOTE:






REP. ACT 545

OWNER :

SHEET CONTENTS :


DepED




PROJECT NO:

DATE :

PROJECT TITLE :

LOCATION :

DESIGNED BY:

CHECKED BY:

ENCODED BY:

NOTE:


EDpeD

NOISI

VID

GNIRE

ENIGN

ESL

OOHCSDNA

SEITI

LICAF

LACI

SYHP

HEAD, PLANNING AND DESIGN UNITPDO - III CIVIL ENGINEER/MASTER PLUMBERPFSED-DepED PFSED-DepED

OLIVER R. HERNANDEZ

DepED

CHIEF, PFSED-OPS


PFSED-DepED

MAXIMO M. CALBANG ANTONIA M. ALHAMBRA

S -ONE STOREY

THREE CLASSROOM

7x9m (MODIFIED)

1

2

00200511

NQM

Max C.

LGP

01 01 2005

AMAVDS

VDS

EMEC II

REP. ACT 545




NOTE:






REP. ACT 545

OWNER :

SHEET CONTENTS :


DepED




PROJECT NO:

DATE :

PROJECT TITLE :

LOCATION :

DESIGNED BY:

CHECKED BY:

ENCODED BY:

NOTE:


EDpeD

NOISI

VID

GNIRE

ENIGN

ESL

OOHCSDNA

SEITI

LICAF

LACI

SYHP


OLIVER R. HERNANDEZ

DepED

CHIEF, PFSED-OPS


PFSED-DepED


S -ONE STOREY

THREE CLASSROOM

7x9m (MODIFIED)

1

2

00200511

NQM

Max C.

LGP

01 01 2005

AMAVDS

VDS

EMEC II

S-2

1BC A

RG-2

R-2

EB-1

EB-1

RG-2

R-2

RG-1

AC B

R-1

R-1

RG-1 RG-1RG-1

TO ROOF LEVEL

FOUNDAT

ION LEVEL

D. FOUNDATION

No footing shall rest on fill.

SBP = 95.706 Kpa ( 2,000 Psf ), was used in the design for all footings.

Fy = 248 Mpa ( 36 Ksi ), specified minimum yield strengthunless otherwise specified.

C. STRUCTURAL STEEL

unless otherwise specified.

fy = 275.8 Mpa ( 40,000 Psi ), minimum yield strength of reinforcing bars

B. REBAR

a 28 days unless otherwise specified.

fc' = 20.685 Mpa ( 3,000 Psi ), minimum compressive strength of concrete

A. CONCRETE

DESIGN CRITERIA :

300

C-2C-1

C O L U M N S C H E D U L E

200

TIES : 10 mm

MAIN BAR:

6-%16mm

150mm TO CENTER

1@50, 8@75, REST @

200

TIES : 10 mm

MAIN BAR:

4-%16mm

1@50, 8@75, REST @150mm TO CENTER

400

LEVEL

SQUARE FOOTINGSQUARE FOOTING

SQUARE FOOTINGSQUARE FOOTING

REMARKS

4 - 16mm%

BAR Y

4 - 16mm%

BAR X

(t)

250

250

THICKNESS

REINFORCEMENT

4 - 16mm%

4 - 16mm%

1200

DEPTH

(D)

1200

(W)

1000

800

WIDTH

F-2

F-1 800

MARK

FOOTING

(L)

1000

LENGTH

FOOTING DIMENSIONS (mm)

S C H E D U L E O F F O O T I N G S

FOUNDATION PLAN, ROOF FRAMING PLAN

FOOTING DETAIL, COLUMN DETAIL, WF-1,RAMP DET.

C-1

F-1

WF-1

F-1

C-1

F-1

C-1

WF-1

F-2

C-2

WF-1

F-1

C-1

WF-1

WF-1

C-2

F-2

WF-1

C-1

F-1

F-1

C-1

WF-1

RAMP UP

3500

WF-1

3500

7000

1800

1200

1500

100mm THK. SLAB ON FILL ON

100mm THK. GRAVEL FILL

COMPACTED 95w/SELECTEDFILLING MATERIALS

4500 4500

9000

1 2 3

A

B

C

SCALE:

F-2

C-2

WF-1

F-1

C-1

WF-1

WF-1

C-2

F-2

WF-1

C-1

F-1

F-1

C-1

WF-1WF-1

4500 4500

9000

F-2

C-2

WF-1

F-1

C-1

WF-1

WF-1

C-2

F-2

WF-1

C-1

F-1

F-1

C-1

WF-1

WF-1

4500 4500

9000

A

1:100m

FOUNDATION PLAN

S-1

EB-1

EB-1

EB-1

EB-1

R - 1

RG-2

RG-1

RG-2

R - 2

RG-1

R - 1

RG-1

RG-2

1100

RG-2

RG-1

R - 2

3500

1500

3500

7000

Ø10mm SAG ROD

w/STANDARD NUTS &WASHERS @ END

50x100x15x1.5mm

STEEL PURLINS

@750 O.C.

SCALE:

4500 22500

27000

1 2 3

A

B

C

R - 2

RG-1

RG-2

RG-2

RG-1

R - 1

RG-1

RG-1

R - 1

EB-1

EB-1

45004500

R - 2

RG-1

RG-2

RG-2

RG-1

R - 1

RG-1

RG-1

R - 1

EB-1

EB-1

45004500

1:100m

ROOF FRAMING PLANB

S-1

SCALE:

ELEV END GRIDC

S-1 1:100m SCALE:

ELEV BETWEEN GRIDE

S-1 1:100mSCALE:

ELEV PARTITION GRIDD

S-1 1:100m

AB 2

S-3

C

R-2

RG-1

R-2

EB-1

RG-2

EB-1

RG-2RG-1

44

A-1 54

A-1 64

A-1 74

A-1

44

A-1 54

A-1 64

A-1 74

A-1

REP. ACT 545




NOTE:






REP. ACT 545

OWNER :

SHEET CONTENTS :


DepED




PROJECT NO:

DATE :

PROJECT TITLE :

LOCATION :

DESIGNED BY:

CHECKED BY:

ENCODED BY:

NOTE:


EDpeD

NOISI

VID

GNIRE

ENIGN

ESL

OOHCSDNA

SEITI

LICAF

LACI

SYHP


OLIVER R. HERNANDEZ

DepED

CHIEF, PFSED-OPS


PFSED-DepED


S -2

2

00200511

NQM

Max C.

LGP

01 01 2005

AMAVDS

VDS

EMEC II

REP. ACT 545




NOTE:






REP. ACT 545

OWNER :

SHEET CONTENTS :


DepED




PROJECT NO:

DATE :

PROJECT TITLE :

LOCATION :

DESIGNED BY:

CHECKED BY:

ENCODED BY:

NOTE:


EDpeD

NOISI

VID

GNIRE

ENIGN

ESL

OOHCSDNA

SEITI

LICAF

LACI

SYHP


OLIVER R. HERNANDEZ

DepED

CHIEF, PFSED-OPS


PFSED-DepED


S -2

2

00200511

NQM

Max C.

LGP

01 01 2005

AMAVDS

VDS

EMEC II

1 : 10 M

TYPICAL CONNECTION DETAIL

ELEVATIONS, BEAM DETAIL & SCHED.

10mm% SAG ROD WITH

TOP OF RAFTER

10mm TIE ROD WITH

WASHERS @ EACH END

STANDARD NUTS &

SPACED @ 800mm O.C.

R-1/R-2

SCALE

S-2

I

750mm O.C.

1 : 10 M

10mm SAG ROD

STEEL C-PURLINS

50x100x15x1.5mm

SAG ROD CONNECTION DET.

WASHERS @ EACH END

STANDARD NUTS &

STEEL C-PURLINS

750mm O.C.

100x50x15x1.5mm

750mm O.C.

STEEL C-PURLINS

100x50x15x1.5mm

1-%10mm A-307

ANCHOR BOLT

L-50x50x4.5

1 : 5 MSCALE

G

S-2

NTS

100

15

50

SCALES-2

F DETAIL OF PURLINS

LC-100x50x15x1.5

PURLIN CONNECTION DET

TIE ROD CONNECTION DET.

65

20

150

R-2

LC-150x65x20x3

NTS

DETAIL OF RAfTER

RC BEAM/COLUMN

LAP SPLICES ARE ALLOWED

ONLY IN THIS PORTION

2D

2-10mm SIDE BARS

L1

2D

ONLY IN THIS PORTION

LAP SPLICES ARE ALLOWED

L2

2D 2D

2-%16

BOLTS

BASE PLATE

4-%16x300mm LONG

BENT ANCHOR BOLTS

300x150x10mm

10mm THICK PLATE

ELEVATION

1:20 M

R-1/R-2

BENT ANCHOR BOLTS

BASE PLATE

300x150x10mm

50

PLAN

37.5

37

.5

10mm THICK PLATE

4-%16x300mm LONG

LINE OF R-1/R-2

50300

R-1/R-2

D

S-2

ELEVATION

SCALE

LONG BENT

BASE PLATE

4-%16x300mm

300x150x10mm

ANCHOR BOLTS

2-%16

BOLTS

TYPICAL RAFTER ANCHORAGE DETAIL

10mm THICK PLATE

R-2

EB-1

NTSSCALES-2

CL.

SECTION DETAIL1

10mm X 150mm

ANCHOR BOLTS

150

SCALE

H

S-2

150

(SEE SCHED)

150

20

SCALE

E

S-2

2LC-150x65x20x3

R-1

65

10mm

2

2

BOTTOM

2

1@50, 6@100, REST@200

1@50, 8@100, REST@200

(UNLESS NOTED OTHERWISE)

S T I R R U P S

1@50, REST@200

2 2 2

2 2

BOTTOM

MID SPAN

2

TOP

22 2

BOTTOM

2 2

22

LEFT

TOP

22

TOP

RIGHT

C

S-2

12mm400

12mm

REBAR

(mm )

400

h

250 10mm

RG-2

RG-1

MARK

BEAM

150

150

b

150EB-1

DIMENSIONS

( in / mm )

ROOF LEVEL

LEVEL

FLOOR

BEAM

TYPICAL BEAM ELEVATION

B E A M S C H E D U L E

S T E E L R E I N F O R C E M E N T S

ONE STOREY

THREE CLASSROOM

7x9m (MODIFIED)

100mm THK.

NTS.

10mm @300 CUT BARS

3-10mm

X-BARS

Y-BARS

GRAVEL BEDDING

100 mm THICK

400

SCALE :

600

250

D

S-1

G-20mm GRAVEL

BEDDING

DETAIL OF WF-1

10@600

VERT. BARS

CHB

HOR. BARS

10@600

NATURAL GRADE LINE

t

Y-BARS

D

NGLNGL

NTS

L

SCALE :

X-BARS

100

100

TYP. FOOTING DETAIL

L

W

PLAN

C

S-1

SECTION

DETAIL OF RAMP

S-1SCALE

E

1 : 50M

1

10 300mm TEMP

BARS BOTHWAYS

10mm

1800

150

REP. ACT 545




NOTE:






REP. ACT 545

OWNER :

SHEET CONTENTS :


DepED




PROJECT NO:

DATE :

PROJECT TITLE :

LOCATION :

DESIGNED BY:

CHECKED BY:

ENCODED BY:

NOTE:


EDpeD

NOISI

VID

GNIRE

ENIGN

ESL

OOHCSDNA

SEITI

LICAF

LACI

SYHP



OLIVER R. HERNANDEZ

DepED

CHIEF, PFSED-OPS


PFSED-DepED

MAXIMO M. CALBANG VENERANDO D. SAHAGUN

ENGINEER III

E -ONE STOREY

THREE CLASSROOM

7x9m (MODIFIED)

1

1

00200511

NQM

Max C.

LGP

01 01 2005

AMAVDS

VDS

EMEC II

REP. ACT 545




NOTE:






REP. ACT 545

OWNER :

SHEET CONTENTS :


DepED




PROJECT NO:

DATE :

PROJECT TITLE :

LOCATION :

DESIGNED BY:

CHECKED BY:

ENCODED BY:

NOTE:


EDpeD

NOISI

VID

GNIRE

ENIGN

ESL

OOHCSDNA

SEITI

LICAF

LACI

SYHP



OLIVER R. HERNANDEZ

DepED

CHIEF, PFSED-OPS


PFSED-DepED

MAXIMO M. CALBANG VENERANDO D. SAHAGUN

ENGINEER III

E -ONE STOREY

THREE CLASSROOM

7x9m (MODIFIED)

1

1

00200511

NQM

Max C.

LGP

01 01 2005

AMAVDS

VDS

EMEC II

POWER LAYOUTSCALE 1:100 M

LIGHTING LAYOUTSCALE 1:100 M

2 WIRE, 60 Hz FITTED WITH

CONNECTED TO 220V AC, 1O,

OVERHEAD SERVICE ENTRANCE

25mm O TYPE "F" CONDULET

60AT, 100AF, 2P, 230V

WIRE & CONDUIT SIZE

2-14mm THW IN 25mm C

PROTECTION: 60 AT, 100 AF, 2P, 230 V

3-3.5mm THW IN 15mm C



LOAD SCHEDULE

PANELBOARD: LP

IL = 4740 = 20.6 A

2

3

4

NO.

1

CKT.

20 50

230 V

LIGHTING OUTLET - 8 x 100W

LIGHTING OUTLET - 10 x 100W

SPARE

TOTAL

230

230

230

800

1000

1500

4740

FEEDER:

20

20

50

50

20 50

2

2

2

2

2

2

POLE

CIRCUIT BREAKER

DESCRIPTION

CONV. OUTLET - 8 x 180W

VOLT

230

LOAD

VA

1440

MAIN :

AF

2

AT

2

ELECTRICAL RISER DIAGRAMNOT TO SCALE

1800 mm

FIN. GRADE LINE

GROUND FLOOR LINE

GROUNDING ROD COPPERWELD

16MMO x 2400mm LENGTH

1800 mm

2

IN 15mmO C

1-5.5mm THW COPPER WIRE

3500 mm

IN 25mmORSC

2-14mm THW

METERING CONDUIT

BUILDING WALL

KWHR METER

CEILING LINE

2

Sab

a

2

g

Sf

2

b

Scd

h

c

2 2

Sf

d

2

a

F

2

b c

2

F

d

2

CLASSROOM

WP

CLASSROOM

LOAD SCHEDULE

RISER DIAGRAM

POWER LAYOUTLEGEND

LIGHTING LAYOUT

GENERAL NOTES

2

i2

Sef

e

2

Sf

f

2

LP

2

2

e

2

f

2

F

WP

CLASSROOM

REFER TO RISER DIAGRAM

OVERHEAD SERVICE ENTRANCE

M

LP

1

LP

Sg Shi

RAMP UP

B

C

A

1 2 43 5 6 7

RAMP UP

RAMP UP

B

C

A

1 2 43 5 6 7

RAMP UP

3

LP

c. PANELBOARD - 1.80 M ABOVE FINISH FLOOR

b. CONVENIENCE OUTLET - 0.30 M ABOVE FINISH FLOOR.

a. LIGHT SWITCH - 1.20 M ABOVE FINISH FLOOR

3.5mm AND INSULATED FOR 600 VOLTS. SMALLEST RACEWAY SHALL

4. ALL WIRES SHALL BE COPPER AND THERMOPLASTIC INSULATED TYPE

"THW" UNLESS OTHERWISE INDICATED IN THE PLAN. THE MINIMUM

SIZE OF WIRE FOR POWER AND LIGHTING CIRCUIT HOMERUN SHALL BE

- INTERMEDIATE METALLIC CONDUIT

- POLYVINYL CHLORIDE CONDUIT

POWER CIRCUIT AS PER PHILIPPINE ELECTRICAL CODE REQUIREMENT.

6. ALL MATERIALS TO BE USED SHALL BE BRAND NEW AND APPROVED

OF THE LATEST EDITION OF THE PHILIPPINE ELECTRICAL CODE (PEC).

THE RULES AND REGULATION OF THE LOCAL ENFORCING AUTHORITY

THE ELECTRICAL WORKS SHALL BE UNDER IMMEDIATE SUPERVISION

2. THE ELECTRICAL SERVICE POWER IS 1-PHASE, 2-WIRE,

3. WIRING METHOD SHALL BE AS FOLLOWS :

TYPE WITH FACTORY KNOCKOUTS.

b. LIGHTING, POWER RECEPTACLE

BE 15mm TRADE/NOMINAL SIZE.

5. ALL OUTLET BOXES SHALL BE GALVANIZED GAUGE NO. 16 DEEP

7. GROUNDING SYSTEM SHALL BE PROVIDED TO ALL LIGHTING AND

TYPE FOR THE PARTICULAR LOCATION AND PURPOSE OF USAGE.

8. MOUNTING HEIGHT OF WIRING DEVICES SHALL BE AS FOLLOWS :

IO

230 V AC, 60 Hz.

a. FEEDERS AND RISERS

BRANCH CKT., & AUXILIARY

2

SCH. 40

OF A DULY REGISTERED ELECTRICAL ENGINEER.

AND THE REQUIREMENTS OF THE LOCAL POWER COMPANY.

1. ALL ELECTRICAL WORKS SHALL COMPLY IN ACCORDANCE WITH

THESE PLANS AND SPECIFICATIONS. THE APPLICABLE PROVISIONS

GENERAL NOTES

- SERVICE ENTRANCE

- THREE GANG DEVICE SWITCH

- THREE WAY DEVICE SWITCH

- TWO GANG DEVICE SWITCH

- ELECTRIC SERVICE METER

DUPLEX CONVENIENCE OUTLET, GROUNDING TYPE

10 AMPS, 250 VOLT WITH MODERN PLATE COVER

- RACEWAY CONDUIT CONCEALED IN CEILING

- RACEWAY CONDUIT CONCEALED UNDER FLOOR

- DUPLEX CONVENIENCE OUTLET, GROUNDING TYPE

10 AMPS, 250 VOLT WITH MODERN PLATE COVER

- CIRCUIT BREAKER, RATING AS INDICATED

- HOMERUN DIRECT TO PANELBOARD

- WEATHERPROOF TYPE

20

1

LP

M

WP

- FAN CONTROL SWITCH

- PANELBOARD

S

cdeS

Sf

3W

abS

- ONE GANG DEVICE SWITCH

- 2 x 40 WATTS FLUORESCENT LAMP

- CEILING FAN OUTLET

- CEILING LIGHT OUTLET

LEGEND

F

2

aS/S

SYMBOL DESCRIPTION

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