1S2CL(Standard)

PRC NO. :

PTR NO. :

TIN :

DATE :

CHIEF, ARCHITECTURAL DIVISION

EMMANUEL P. CUNTAPAY

BUREAU OF DESIGN, DPWH

ALBERT Z. DE BELEN

0010990 149 460 161

ARCHITECT IV

27 OCT. 2002

CONSULTANT / DESIGNER REVIEWED BY: RECOMMENDING APPROVAL :

SOFIA T. SANTIAGO

OIC, DIRECTOR III

RAMON C. BACANI

UNDERSECRETARYOIC, DIRECTOR IV

GILBERTO S. REYES

APPROVED FOR ACCREDITATION : CONCURRED :

LOCATION :

PROJECT TITLE :

NOTE:

DATE :

ENCODED BY:

CHECKED BY:

PROJECT NO:

DESIGNED BY:

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

THIS DRAWING, AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF TASK FORCE ENGINEERING, ASSESSMENT AND

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

DEPARTMENT OF EDUCATION

DepED

SHEET CONTENTS :

OWNER :

REP. ACT 545

SHEET NO:

BUREAU OF DESIGN, DPWH BUREAU OF DESIGN, DPWH DEPATMENT OF EDUCATION (DepED)

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ALBERT Z. DE BELEN

0010990 149 460 161

ARCHITECT IV

27 OCT. 2002


SOFIA T. SANTIAGO

OIC, DIRECTOR III

RAMON C. BACANI


GILBERTO S. REYES


LOCATION :

PROJECT TITLE :

NOTE:

DATE :

ENCODED BY:

CHECKED BY:

PROJECT NO:

DESIGNED BY:





DepED

SHEET CONTENTS :

OWNER :

REP. ACT 545

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NTS

PERSPECTIVE VIEW

A-1

1

SCALE:

SCHEDULE OF DOOR & WINDOWS,

BAY SECTION, DETAIL SECTION,

LOUVER BLOCK VENT., RAMPDETAIL

FLOOR PLAN, ELEVATIONS, ROOF

PLAN SECTIONS, REFLECTEDCEILING PLAN

FOUNDATION PLAN, ROOF

FRAMING PLAN FOOTING DETAIL,

COLUMN DETAIL, WF-1, RAMPDETAIL

ELEVATIONS TYPICAL

CONNECTION DETAIL

PERSPECTIVE VIEW, TABLE OFCONTENTS

ELECTRICAL LAYOUT PLAN, RISER

DIAGRAM, LOAD SCHEDULE, GEN.NOTES

E-1

S-1

S-2

A-3

A-2

A-1

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

A-1

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TABLE OF CONTENTS

PRC NO. :

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ALBERT Z. DE BELEN

0010990 149 460 161

ARCHITECT IV

27 OCT. 2002


SOFIA T. SANTIAGO

OIC, DIRECTOR III

RAMON C. BACANI


GILBERTO S. REYES


LOCATION :

PROJECT TITLE :

NOTE:

DATE :

ENCODED BY:

CHECKED BY:

PROJECT NO:

DESIGNED BY:





DepED

SHEET CONTENTS :

OWNER :

REP. ACT 545

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ALBERT Z. DE BELEN

0010990 149 460 161

ARCHITECT IV

27 OCT. 2002


SOFIA T. SANTIAGO

OIC, DIRECTOR III

RAMON C. BACANI


GILBERTO S. REYES


LOCATION :

PROJECT TITLE :

NOTE:

DATE :

ENCODED BY:

CHECKED BY:

PROJECT NO:

DESIGNED BY:





DepED

SHEET CONTENTS :

OWNER :

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BUILDING LINE

SLOPE

SLOPE

BUILDING LINE

SLOPE

SLOPE25mm

D-1 W-2 W-2

FL-1CORRIDOR

FL-1

25mmDEP.

W-1 W-1

D-1

BLACKBOARD

25mm

D-1 W-2 W-2

FL-1CORRIDOR

FL-1

25mmDEP.

W-1 W-1

D-1

BLACKBOARD

W-1W-1

SLOPE

W-1W-1

SLOPE

SLOPE

W-2D-1

W-2D-1

SLOPE

W-2D-1

W-2D-1

FL-2

FL-1

FIN. W/ GROOVE (ROUGH)

PLAIN CEMENT FLR.

SCHED. OF FLOOR FIN.

PLAIN GREEN CEMENT FIN.

FL-2

FL-1

400 400

DEP.

4 5

2

9000

4500 4500

CLASSROOM

1 2 3

1

9000

4500 4500

CLASSROOM

LEFT ELEVATION9

A-2 1:100mSCALE:

LONGITUDINAL SECTION6

A-2 1:100mSCALE:

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

TOP OF TRUSS

1780

C B A

150 mm THK. CHB WALL WITH

PLAIN CEMENT PLASTER

(PAINT FIN.)

12x300mm FIBER CEMENT

FASCIA BOARD (PAINT

FINISH)

300x300mm EXTERIOR

CONC. LOUVER BLOCKS

GA.#26 CORR. G.I. ROOFING

SHEET (PAINT FINISH)

SCALE:

REFLECTED CEILING PLAN8

A-2 1:100mSCALE:

W-1 W-1

A-2

3FLOOR, CEILING & ROOF PLANSELEVATIONS & SECTIONS

400

1100

ASUSPENDED

LIGHTING

FIXTURES

6mm THK. ORD. PLYWOOD

CEILING w/6mm GROOVE

ON 50x50mm CEILING

JOIST @600mm O.C. BOTHWAYS

B

C

1500

12x300mm FIBER

CEMENT FASCIA

BOARD (PAINT FIN.)

7000

400

6mm THK. MARINE

PLYWOOD EXT. CLG. ON

50x50mm @600mm OCBW.

VENT.

(SEE DETAIL)

1 2 3

1CLASSROOM

4500

9000

4500

FL-1

400

C

1100

3500

A

B

3500

7000

1500

GA#26 PLAIN G.I. FLASHING

ON 12x300mm FIBER CEMENT


GA#26 PLAIN G.I.

RIDGE ROLL (PAINT

FIN.)

GA#26 CORR. G.I.

ROOFING SHEET

(PAINT FIN)

400

1 2 3

4500

9000

4500

WITH PLAIN CEMENT

PLASTER (PAINT FIN.)

150 mm THK. CHB WALL

GA#26 PLAIN GI RIDGE

ROLL (PAINT FIN.)



GA.#26 CORR. G.I. ROOFING

SHEET (PAINT FINISH)

6mm THK. PLYWOOD CEILING

ON 50X50mm CEILING JOIST SP.

@600mm O.C. BOTHWAYS (PAINT

FINISH)

300x300mm EXT. CONC.

LOUVER BLOCKS

6mm THK MARINE PLYWOOD

ON 50x50mm CEILING JOIST

@600mm O.C. BW.

(OPTIONAL)

3500 1100

5000

W-1

D-1

1500

5316

7000

3500

CLASSROOM

AC B

CLASSROOM

FIN. FLR. LN.

VAR

.1780

2800

TOP OF TRUSS

TOP OF ROOF BEAM

FIN. GRD. LN.

1 2 3

4500

9000

4500

1 2 3

4500

9000

4500

GA.#26 CORR. G.I.

ROOFING SHEET

(PAINT FINISH)

400

150mm THK. CHB

PAINT FIN.

SUSPENDED

LIGHTING FIXTURES

6mm THK. PLYWOOD

CEILING ON 50X50mm

CEILING JOIST SP.

@600mm O.C.

BOTHWAYS (PAINT

FINISH)

TOP OF ROOF

BEAM

2800

VAR

CLASSROOM

FIN. FLR. LN.

FIN. GRD. LN.

1780

TOP OF TRUSS

12mm GI. PIPE HANGERS

4

A-2

REAR ELEVATIONSCALE: 1:100 M

6

A-2

7

A-2

ROOF PLANSCALE: 1:100 M

1

A-2

FLOOR PLANSCALE: 1:100 M

5

A-2

CROSS SECTIONSCALE: 1:100 M

2

A-2

FRONT ELEVATIONSCALE: 1:100 M

3500

7000

B

1100

1780

2800

FIN. GRD. LN.VAR

.

TOP OF TRUSS

3500

A GA#26 CORR. G.I.

ROOFING SHEET

(PAINT FIN.)1500

150 mm THK. CHB WALL

WITH PLAIN CEMENT

PLASTER (PAINT FIN.)

GA#26 PLAIN G.I.

FLASHING (PAINT

FIN.)

300x300mm EXT.

CONC. LOUVER

BLOCKS

C



CLASSROOM

FIN. FLR. LN.

TOP OF ROOF

BEAM

GA#26 PL. GI. SHT.

RIDGE ROLL PAINT

FIN.

150 mm THK. CHB

WALL WITH PLAIN

CEMENT PLASTER

(PAINT FIN.)

GA.#26 PL. G.I.

FLASHING ON

12x300mm FIBER

CEMENT FASCIA

BOARD (PAINT FIN.)

GA#26 G.I. CORR.

SHT. ROOFING PAINT

FIN.

1780

2800

FIN. GRD. LN.

TOP OF TRUSS

TOP OF ROOF BEAM

VAR

.

GA#26 G.I. CORR.

SHEET ROOFING

(PAINT FIN.)

GA#26 G.I. PL. RIDGE

ROLL (PAINT FIN.)

GA#26 G.I. PLAIN

FLASHING (PAINT

FIN.)

6mm THK. CHB

PLASTER PAINT FIN.

CLASSROOM

FIN. FLR. LN.

400

W-1 W-1

4 5

2CLASSROOM

4500

9000

4500

FL-1

4 5

4500

9000

4500

2800

1780

175

CLASSROOM

FIN. FLR. LN.

FIN. GRD. LN.

TOP OF ROOF BEAM

TOP OF TRUSS

4 5

4500

9000

4500

1 2 3

1CLASSROOM

4500

9000

4500

FL-1

ROOF L

INE

B

C

1500

200

1100

3500

7000

3500

600

600

A

150mm THK.

CHB W/PLAIN

CEMENT

PLASTER

(PAINT FIN.)

400

GRAVEL BED (RIVER STONE)

ROOF LINE ABOVE

LINE OF CORRIDOR

GRAVEL BED (RIVER STONE)

LINE OF ROOF

ROOF L

INE

400

5

A-2

4 5

2CLASSROOM

4500

9000

4500

FL-1

4 5

4500

9000

4500

PRC NO. :

PTR NO. :

TIN :

DATE :




ALBERT Z. DE BELEN

0010990 149 460 161

ARCHITECT IV

27 OCT. 2002


SOFIA T. SANTIAGO

OIC, DIRECTOR III

RAMON C. BACANI


GILBERTO S. REYES


LOCATION :

PROJECT TITLE :

NOTE:

DATE :

ENCODED BY:

CHECKED BY:

PROJECT NO:

DESIGNED BY:





DepED

SHEET CONTENTS :

OWNER :

REP. ACT 545

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ALBERT Z. DE BELEN

0010990 149 460 161

ARCHITECT IV

27 OCT. 2002


SOFIA T. SANTIAGO

OIC, DIRECTOR III

RAMON C. BACANI


GILBERTO S. REYES


LOCATION :

PROJECT TITLE :

NOTE:

DATE :

ENCODED BY:

CHECKED BY:

PROJECT NO:

DESIGNED BY:





DepED

SHEET CONTENTS :

OWNER :

REP. ACT 545

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2100

2400

±1230

(14-BLADES

)

2400

SCHEDULE OF DOORS & WINDOWS

A-3

2

PANEL DOOR TYPE HINGED

DOOR & FIXED CLEAR

GLASS TRANSOM ON

50x150mm WOOD

JAMBS/FRAMES

D-1

SCALE:

W-1

JALOUSIE WINDOW W/ CLEAR GLASS

BLADES ON STD. ALUM. HOUSING &

FIXED CLEAR GLASS TRANSOMS ON

50x150mm WD. JAMBS/FRAMES

±875

1 : 100 M

SAME AS W-1

W-2

300

1000

4 EQ. PARTS=

2500

300

2 EQUAL PARTS =

1250

±1230

(14-BLADES

)

2400

±875

300

A-3

3SCH. OF DOORS & WINDOWS

BAY & DETAIL SECTION, EAVES,LOUVER BLK, VENT, RAMP DET.

SCALE:

RAMP DETAILS8

A-3 AS SHOWN


FASCIA BOARD (PAINT

FIN.)

SEE STRUCTURAL DETAIL

6mm THK. MARINE

PLYWOOD

INT. CEILING w/6MM

GROOVE ON 50x50mm

CEILING JOIST @600mm

OC BOTHWAYS (PAINT

FIN.) (OPTIONAL)

GA#26 CORR. G.I.

ROOFING SHEET

(PAINT FIN.)

NON-SKID PLAIN CEMENT FLOOR CEMEMNT FINISH

CORRIDOR

100

6mm

TYPICAL

100

1800

RAMP

UP

6mm6mm

CLASSROOM

EL. +175mm

DETAIL SECTIONSCALE 1:5 M

SCALE 1:50 M

DETAIL PLAN

LINE OF ROOF

LINE OF CORRIDOR

1200

1500

150 mm THK. CHB WALL WITH

PLAIN CEMENT PLASTER (PAINT

FIN.)

2800

900

2216

2800

600

1500

CORRIDOR

FIN. FLOOR LINE

FIN. GRADE LINEVAR

.

BAY SECTION

A-3

1

SCALE:

CLASSROOM

PART OF

1 : 20 M

CLASSROOM

SCALE:

PART OF

A-3

4 DETAIL SECTION

1:20 mts.

FIN. FLOOR LINE

FIN. GRADE LINE

25

VAR

.

A-3

5 LOUVER BLOCKS DETAIL

OUTSIDEELEVATION

SCALE :

INSIDE

SECTION

1:10M

23°

575

A-3

6mm THK PLYWOOD w/6mm

GROOVE ON 50x50mm

NAILERS @600mm OC BW

(PAINT FIN)

20x20x5mm ANGULAR BAR @600mm OCVERT. MEMBER FOR FRAME OF 12x300mm

FIBER CEMENT FASCIA BOARD

1500

6mm THK. MARINE PLYWOOD

ON 50x50mm CLG. JST. @600mm

O.C. BW. (OPTIONAL)

TOP OF ROOF BEAM

FR. 25x75mm WD.FRAME

S4S KD TANG.

325

20x20x3mm THK ANGULAR

FRAME FOR VENT. WELDED

TO PURLINS

1242

CONC.

BEAM

W-1

1100

(OPTIONAL)

400

A

150mm THK. CHB WALL

PLAIN CEM. PLASTER (PAINT FIN.)

6mm THK. ORD. PLYWOOD

INT. CEILING ON50x50mm

CEILING JOIST @600mm OC

BOTHWAYS (PAINT FIN.)

VENT. WITH

WIRE MESH INSECT

SCREEN (SEE DETAIL)

C-PURLINS (SEE

STRUCTURAL DET.)

10mm SAG RODS

D-1

(150X400)

(OPTIONAL)

PROVIDE INSECT SCREEN

25x25 mm WOOD VENT

25x25mm WOOD

VENT PROVIDE

INSECT SCREEN

50

SECTION (V2)

GA#26 CORR. G.I.

ROOFING SHEET

(PAINT FIN.)

25

SECTION (V1)

275

25

6mm THK. ORD. CLNG. PLY

CEILING ON 50X50 CLNG.

JOISTS SP. @600mm O.C. BW (

PAINT FIN. )

275

EAVES, VENT. & INT CEILING DETAIL

600

300

SCALE :

6mm THK. MARINE

PLYWOOD ON

50x50mm CLG. JST.

@600mm O.C. BW.

(OPTIONAL)

GA#26 CORR. ROOFING SHEET

(PAINT FIN.)

150

123

4

GA#26 PLAIN

GI. FLASHING

20x20x5mm ANGULAR

BAR @600mm OC VERT.MEMBER FOR FRAME OF

12x300mm FIBER

CEMENT FASCIA BOARD

TOP OF ROOF BEAM

300

12x300mm FIBER

CEMENT FASCIA

BOARD (PAINT

FIN.)

A-3

7

TYP. CLG. VENT PLAN DETAIL

575

25x25mm WOOD VENT

PROVIDE INSECT SCREEN

4-16x300mm LONG

BENT ANCHOR

BOLTS

6mm GROOVE

PLAN

3

SCALE :

300x150x10mm BASE

PLATE

10mm THICK PLATE

VENTILLATION W/

WIRE MESH

(OPTIONAL)

DETAILSCALE : 1:10MTS

1 : 10 M

A-3

6

25

CEILING VENT

(SEE DETAIL)

425

V2

50 25

138

V1

2-16 BOLTS

25

27

C-PURLIN SEE

STRUCTURAL

DET.

GA#26 CORR. GI.

ROOF

RAFTER SEE

STRUCTURAL

DET.

7 EAVES DETAIL

A-3 SCALE : 1:20M

400

LOUVER BLOCKS

(CONCRETE)

NOTE:

FULLY WELD

ON RAFTER

300

TECK SCREW

SAG ROD (SEE DETAIL)

STL. PURLINS (SEE STRUCTURAL

DET.)

300

20x20x2mm ANGULAR

BAR FOR FASCIA BD.

FRAME WELDED TO

RAFTERS AND

PURLINS

AS SHOWN

TECK SCREW

1. IF THERE'S EXTERIOR CEILING PROVIDE

V2.

2. IF THERE'S NO EXTERIOR CEILING

PROVIDE V1.

12x300mm FIBER

CEMENT FASCIA

BOARD

275

ON WOOD JAMBS/FRAMES

HOLLOW CORE FLUSH

TYPE HINGED DOOR

PROVIDE KICKPLATE

D-2

2100

300

900

STAINLESS

STEEL

KICKING

PALTE

W-3

555

1500

600

SAME AS W-1

/NO FIX

GLASS

PRC NO. :

PTR NO. :

TIN :

DATE :




ALBERT Z. DE BELEN

0010990 149 460 161

ARCHITECT IV

27 OCT. 2002


SOFIA T. SANTIAGO

OIC, DIRECTOR III

RAMON C. BACANI


GILBERTO S. REYES


LOCATION :

PROJECT TITLE :

NOTE:

DATE :

ENCODED BY:

CHECKED BY:

PROJECT NO:

DESIGNED BY:





DepED

SHEET CONTENTS :

OWNER :

REP. ACT 545

SHEET NO:


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DATE :




ALBERT Z. DE BELEN

0010990 149 460 161

ARCHITECT IV

27 OCT. 2002


SOFIA T. SANTIAGO

OIC, DIRECTOR III

RAMON C. BACANI


GILBERTO S. REYES


LOCATION :

PROJECT TITLE :

NOTE:

DATE :

ENCODED BY:

CHECKED BY:

PROJECT NO:

DESIGNED BY:





DepED

SHEET CONTENTS :

OWNER :

REP. ACT 545

SHEET NO:


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SQUARE FOOTINGSQUARE FOOTING4 - 16mm%1200900 250 4 - 16mm%F-2 900

R - 2

9000

4 5

4500 400

EB-1

EB-1

R - 1

RG-1

4500

RG-1

R - 1

RG-1

RG-2

RG-2

RG-1

65

1500

1200

1800

4500

9000

WF-1

RAMP UP

WF-1

C-1

F-1

F-1

C-1

WF-1

F-2

C-2

WF-1

4500

WF-1

C-1

F-1

WF-1

C-2

F-2

1500

1200

1800

150

1800

10mm

BARS BOTHWAYS

10 300mm TEMP

1

1 : 50M

E

SCALES-1

DETAIL OF RAMP

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

FOUNDATION PLAN

4500

9000

FOOTING DIMENSIONS (mm)

LENGTH

1000

(L)

FOOTING

MARK

800F-1

F-2

WIDTH

800

1000

(W)

1200

(D)

DEPTH

1200

4 - 16mm%

4 - 16mm%

REINFORCEMENT

THICKNESS

250

250

(t)BAR X

4 - 16mm%

BAR Y

4 - 16mm%

S-1

C

PLAN

W

L

TYP. FOOTING DETAIL

X-BARS

SCALE : NTS

Y-BARS

7000

3500

WF-1

3500

C

B

RAMP UP

SCALE

A

S-1 1:100 M.

100mm THICK

SLAB ON FILL

WITH 10mm

SPACED AT 400

BOTHWAYS

WF-1

C-1

F-1

F-1

C-1

WF-1

F-2

C-2

WF-1

A

4500

WF-1

C-1

F-1

WF-1

C-2

F-2

NATURAL GRADE LINE

10@600HOR. BARS

CHB

VERT. BARS

10@600

DETAIL OF WF-1

BEDDING

G-20mm GRAVEL

REMARKS

SQUARE FOOTINGSQUARE FOOTING

SQUARE FOOTINGSQUARE FOOTING

S-1

D

250

600

SCALE :

400

3-10mm

10mm @300 CUT BARS

NTS.

150MM THK.

9000

ROOF FRAMING PLAN

7000

3500

1500

3500

WF-1

C-1

F-1

C-1

F-3

B

C

S-1

B

SCALE

R - 2

RG-1

RG-2

WF-1

F-3

C-1A

1100

RG-2

RG-1

1:100 M.

R - 1

RG-1

R - 2

RG-2

WASHERS @ EACH END

STANDARD NUTS &

10mm% SAG ROD WITH

4500

RG-1

RG-2

LEVEL

400

150mm TO CENTER

1@50, 8@75, REST @

4-%16mm

MAIN BAR:

TIES : 10 mm

160

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

6-%16mm

MAIN BAR:

TIES : 10 mm

160

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

C-1 C-2

400

R - 1

EB-1

EB-1

EB-1

EB-1

DESIGN CRITERIA :

A. CONCRETE

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

a 28 days unless otherwise specified.

B. REBAR

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

unless otherwise specified.

C. STRUCTURAL STEEL

unless otherwise specified.

Fy = 248 Mpa ( 36 Ksi ), specified minimum yield strength

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

No footing shall rest on fill.

D. FOUNDATION

1 2 3

400 4500

1

750mm O.C.

50x100x15x1.5mm

STEEL C-PURLINS

2 3

FOUNDATION PLAN, ROOF FRAMING PLAN

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

2

S-1

FOUNDAT

ION LEVEL

TO ROOF LEVEL

X-BARS

Y-BARS

t

D

NGLNGL

L

100

100

SECTION

100mm THK.

GRAVEL BEDDING

PRC NO. :

PTR NO. :

TIN :

DATE :




ALBERT Z. DE BELEN

0010990 149 460 161

ARCHITECT IV

27 OCT. 2002


SOFIA T. SANTIAGO

OIC, DIRECTOR III

RAMON C. BACANI


GILBERTO S. REYES


LOCATION :

PROJECT TITLE :

NOTE:

DATE :

ENCODED BY:

CHECKED BY:

PROJECT NO:

DESIGNED BY:





DepED

SHEET CONTENTS :

OWNER :

REP. ACT 545

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01-002

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PTR NO. :

TIN :

DATE :




ALBERT Z. DE BELEN

0010990 149 460 161

ARCHITECT IV

27 OCT. 2002


SOFIA T. SANTIAGO

OIC, DIRECTOR III

RAMON C. BACANI


GILBERTO S. REYES


LOCATION :

PROJECT TITLE :

NOTE:

DATE :

ENCODED BY:

CHECKED BY:

PROJECT NO:

DESIGNED BY:





DepED

SHEET CONTENTS :

OWNER :

REP. ACT 545

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01-002

AZB

AS-

2

2BC

R-2

RG-1

R-2EB

-1

RG-2 RG-2

EB-1

SCALE: 1:100 M

ELEV @ GRID 3

RG-1

B

S-2

NTS

R-1

EB-1

S-2

2

SCALE

(SEE SCHED)SPACED @ 1000mm O.C.

10mm X 150mm

ANCHOR BOLTS

SECTION DETAIL

TYPICAL CONNECTION DETAILELEVATIONS, BEAM DETAIL & SCHED.

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

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

TYPICAL BEAM ELEVATION

BEAM

FLOOR

LEVEL

ROOF LEVEL

( in / mm )

DIMENSIONS

EB-1 150

b

150

150

BEAM

MARK

RG-1

RG-2

10mm250

h

400

(mm )

REBAR

12mm

400 12mm

S-2

D

RIGHT

TOP

2 2

TOP

LEFT

2 2

22

BOTTOM

22 2

TOP

2

MID SPAN

BOTTOM

22

222

1@50, REST@200

1@50, 6@100, REST@200

S T I R R U P S

(UNLESS NOTED OTHERWISE)

1@50, 8@100, REST@200

1@50, 6@100, REST@200

2

BOTTOM

2

2

10mm

RG-1

RG-1

C ELEV BET GRIDLINES

65

R-1

2LC-150x65x20x3

S-2

E

SCALE

20

150

S-2 SCALE: 1:100 M

S-2

A

RG-1

R-1R-1

B

ELEV @ GRID 1 & 5SCALE:

C A

1:100 M

RG-1

R-2

RG-2

EB-1

EB-1

R-2

RG-2

(SEE SCHED)

150

S-2

ISCALE

150

ANCHOR BOLTS

10mm X 150mm

1 SECTION DETAIL

CL.

S-2SCALE NTS

EB-1

R-2

10mm THICK PLATE

TYPICAL RAFTER ANCHORAGE DETAIL

BOLTS

2-%16

ANCHOR BOLTS

300x150x10mm

4-%16x300mm

BASE PLATE

LONG BENT

SCALE

ELEVATION

S-2

G

R-1/R-2

300

50

LINE OF R-1/R-2

4-%16x300mm LONG

10mm THICK PLATE

37

.537

.5

PLAN

50

300x150x10mm

BASE PLATE

BENT ANCHOR BOLTS

R-1/R

-2

1:20 M

ELEVATION

10mm THICK PLATE

300x150x10mm

BENT ANCHOR BOLTS

4-%16x300mm LONG

BASE PLATE

BOLTS

2-%16

2D2D

L2

LAP SPLICES ARE ALLOWED

ONLY IN THIS PORTION

2D

L1

2-10mm SIDE BARS

2D

ONLY IN THIS PORTION

LAP SPLICES ARE ALLOWED

RC BEAM/COLUMN

A

DETAIL OF RAfTERNTS

LC-150x65x20x3

R-2

150

20

65

C B 1

S-2

TIE ROD CONNECTION DET.PURLIN CONNECTION DET

LC-100x50x15x1.5

DETAIL OF PURLINSF

S-2SCALE

50

15

100

NTS

S-2

HSCALE 1 : 5 M

L-50x50x4.5

ANCHOR BOLT

1-%10mm A-307

100x50x15x1.5mm

STEEL C-PURLINS

750mm O.C.

100x50x15x1.5mm

750mm O.C.

STEEL C-PURLINS

STANDARD NUTS &

WASHERS @ EACH END

SAG ROD CONNECTION DET.

50x100x15x1.5mm

STEEL C-PURLINS

10mm SAG ROD

1 : 10 M

750mm O.C.

J

S-2SCALE

R-1/R

-2

SPACED @ 800mm O.C.

STANDARD NUTS &

WASHERS @ EACH END

10mm TIE ROD WITH

TOP OF RAFTER

10mm% SAG ROD WITH

ELEVATIONS

TYPICAL CONNECTION DETAIL

1 : 10 M

S-2

2

PRC NO. :

PTR NO. :

TIN :

DATE :




ALBERT Z. DE BELEN

0010990 149 460 161

ARCHITECT IV

27 OCT. 2002


SOFIA T. SANTIAGO

OIC, DIRECTOR III

RAMON C. BACANI


GILBERTO S. REYES


LOCATION :

PROJECT TITLE :

NOTE:

DATE :

ENCODED BY:

CHECKED BY:

PROJECT NO:

DESIGNED BY:





DepED

SHEET CONTENTS :

OWNER :

REP. ACT 545

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TABLE OF CONTENTS

99-001

RDS

PRC NO. :

PTR NO. :

TIN :

DATE :




ALBERT Z. DE BELEN

0010990 149 460 161

ARCHITECT IV

27 OCT. 2002


SOFIA T. SANTIAGO

OIC, DIRECTOR III

RAMON C. BACANI


GILBERTO S. REYES


LOCATION :

PROJECT TITLE :

NOTE:

DATE :

ENCODED BY:

CHECKED BY:

PROJECT NO:

DESIGNED BY:





DepED

SHEET CONTENTS :

OWNER :

REP. ACT 545

SHEET NO:


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TABLE OF CONTENTS

99-001

RDS

IN 20mmORSC

2-5.5mm THW

ELECTRICAL RISER DIAGRAMNOT TO SCALE

1800 mm

METERING CONDUIT

BUILDING WALL

KWHR METER

2 WIRE, 60 Hz FITTED WITH

CONNECTED TO 220V AC, 1O,

OVERHEAD SERVICE ENTRANCE

20mm O TYPE "F" CONDULET

LEGEND

RISER DIAGRAM

LOAD SCHEDULE

SCALE 1:100 M

ELECTRICAL LAYOUTDATE :5-5-00

GENERAL NOTES

CHECKED BY:

ENCODED BY: RDS

DESIGNED BY: RDS

PROJECT NO: 99-005

E-1

1

40AT, 100AF, 2P, 240V

OVERHEAD SERVICE ENTRANCE

REFER TO RISER DIAGRAM

1800 mm

2

IN 15mmO C

1-5.5mm THW COPPER WIRE

GROUNDING ROD COPPERWELD

16MMO x 2400mm LENGTH

FIN. GRADE LINE

GROUND FLOOR LINE

2

3500 mm

CEILING LINE

ELECTRICAL LAYOUT

M

2

LP2

c

Sabc Sf

CLASSROOM

2

2

LP1a

a

2

2

b

b

F

2

f

Sf Sdef

CLASSROOM

2

2

e

e

2

2

d

d

F

CONVENIENCE OUTLET

LIGHTS & FAN

IL = 3420 = 15 A

DESCRIPTION

PANELBOARD: LP

LOAD SCHEDULE

2

SPARE3

TOTAL

CKT.

1

NO.

FEEDER:

CIRCUIT BREAKER

AT

PROTECTION: 40 AT, 50 AF, 2P, 240 V

2022301200

3420

1500

230 V

202230

VA

720

LOAD

20

POLE

2

VOLT

230

50 3-3.5mm THW IN 15mm C

2-5.5mm THW IN 20mm RSC2

50

WIRE & CONDUIT SIZE

3-3.5mm THW IN 15mm C

MAIN :

AF

50

2

2

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 GAGE 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

B

C

A

1 32 4 5

RAMP

UP

- 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

1S2CL(Standard)

Documents

Transcript of 1S2CL(Standard)