2 storey 2cl.pdf - deped-pfsed - Wikispacesstorey+2cl.pdf · scale: 1 a-1 perspective view nts a-1...

SCALE:

1

A-1

PERSPECTIVE VIEWNTS

A-1

A-2

S-1

E-1 ELECTRICAL LAYOUT PLAN, RISERDIAGRAM, LOAD SCHEDULE, GEN.NOTES

PERSPECTIVE VIEW, TABLE OFCONTENTS

FOUNDATION PLAN, ROOF FRAMINGPLAN FOOTING DETAIL, COLUMNDETAIL, WF-1, RAMP DETAIL, ELEV.TYP. CONNECTION DETAIL

FLOOR PLAN, ELEVATIONS, ROOFPLAN SECTIONS, REFLECTEDCEILING PLAN, DOOR&WINDOWSSCHEDULE, MISC. DETAILS

REPUBLIC OF THE PHILIPPINES

OFFICE OF THE CITY/MUNICIPALENGINEER/BUILDING OFFICIAL

DISTRICT/CITY/MUNICIPALITY

LAND USE & ZONING

TABLEOF

CONTENTS

LINE & GRADE

ARCHITECTURAL

STRUCTURAL

SANITARY

ELECTRICAL

MECHANICAL

ARCHITECTURAL

STRUCTURAL

ELECTRICAL

SANITARY

PERSPECTIVE

~

DETAIL OF TIE BEAM. RAMP DETAILTYPICAL BEAM ELEVATION, BEAMSCHEDULE, TYPICAL TRUSSCONNECTION DETAIL

S-2

DETAIL OF STAIRS-3

REFLECTED CEILING AND ROOFPLANS, CROSS & LONGITUDINALSECTIONS, SCHEDULE OF DOORS ANDWINDOWS, CONCRETE SUNBREAKERDET. & LOUVER DETAILS

A-3

EAVES DETAIL, EAVES & INT.CEILING DET., SPOT DETAILS,RAMP DETAIL, BAY SECTION,VENT. DET. PLAN, DET. SECTIONOF CLASSROOM, STAIR DETAIL

A-4

TWO STOREYTWO CLASSROOM

G.I. ROOF SCHOOL BUILDING

NQM

MAX CALBANG

LGPNATHANIEL Q. MENDOZA

ARCHITECT III

PFSED-DepED

A-14MAXIMO M. CALBANG

PDO - III

PFSED-DepED

LUIS G. PURISIMA, Jr.

HEAD, PLANNING & DESIGN UNIT

PFSED-DepED

OLIVER R. HERNANDEZ

CHIEF, PFSED-OPS

DepED

DEPARTMENT OF EDUCATION


MERALCO AVENUE, PASIG CITYPHYSICAL FACILITIES AND SCHOOLS ENGINEERING DIVISION

APPROVED BY : SHEET NO:

REP. ACT 545

OWNER :

SHEET CONTENTS :


DepED

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,

PROJECT NO:

DATE :

PROJECT TITLE :

LOCATION :

DESIGNED BY:

CHECKED BY:

ENCODED BY:

NOTE:

DESIGNED BY : CHECKED BY : RECOMMENDING APPROVAL :

EDpeD

NOI SI VI DGNI

REENIG

NESLOOHCSDNASEITILICA F

L ACI SYHP

PLAIN CEMENT FINISH

SCHEDULE OF FLOOR FIN.

PLAIN CEMENT FLR.

FIN. W/ GROOVE (ROUGH)

FL-1

FL-2

FLOOR, REFLECTED CEILING AND ROOF PLANS

ELEVATIONS AND SECTIONS

SCHEDULE OF DOORS AND WINDOWS

RAMP, BAY SECTION AND LOUVER DETAILS

8

A-2

ROOF LINE

150mm THK. CHB W/PLAIN CEMENT PLASTER

(PAINT FINISH)

9

A-2

W-1W-1

A

7000

2500 1200

B

C

450045004500

9000

4500

9000

FL-1

CLASSROOM

RAMP

UP

SCALE:

GROUND FLOOR PLAN1:100MA-2

1

1 2 3

25mm

DEP.

25mm

DEP.

D-1D-1 W-2 W-2

CHALKBOARD

FD FD

3000

LANDING

UP

FD

W-1W-1

A

600

7000

1000

2500

C

B

450045004500

9000

4500

9000

FL-1

CLASSROOM

1 2 3

LANDING

CONCRETE

SUNBREAKER

(SEE DETAIL)

FD

25mm

DEP.

25mm

DEP.

D-1D-1W-2 W-2

CHALKBOARD

FD FD

ROOF LINE

DN

4200

1500

2700

600

1000

C O R R I D O R C O R R I D O R

SCALE:

SECOND FLOOR PLAN1:100MA-2

2

3000

4200

1500

2700

W-2

D-1

W-2

D-1

W-2

D-1

W-2

D-1

3200

6400 SECOND FLOOR LEVEL

GROUND FLOOR LEVEL

VAR.

3200

FIN. GRD. LN.

600

2500

TOP OF ROOF BEAM

APEX LINE OF TRUSS

19000

45004500

2 3

1000

2500

1000

GROUND FLOOR LEVEL

3200

VAR

6400

FIN. GRADE LINE

3200

SECOND FLR. LVL.

TOP OF ROOF BEAM GA. 26 PLAIN G.I.

SHEET GUTTER ON

12x300mm FIBER

CEMENT FASCIA BOARD

(PAINT FINISH)

150mm THK. CHB

PLAIN PLASTER

(PAINT FINISH)

2500

9500

C

APEX LINE OF TRUSS

7000

B

GA. 26 CORR. G.I.

SHEET ROOFING

(PAINT FINISH)

A

600

19000

4500 4500

23

3200


GROUND FLOOR LEVEL

VAR.

3200

FIN. GRD. LN.

2500

TOP OF ROOF BEAM

APEX LINE OF TRUSS

W-1 W-1

W-1 W-1

1000

2500

1000

GROUND FLOOR LEVEL

3200

VAR

6400

FIN. GRADE LINE

3200

SECOND FLR. LVL.

TOP OF ROOF BEAM GA. 26 PLAIN G.I.

SHEET GUTTER ON

12x300mm FIBER

CEMENT FASCIA BOARD

(PAINT FINISH)

150mm THK. CHB

PLAIN PLASTER

(PAINT FINISH)

2500

9500

C

APEX LINE OF TRUSS

7000

B

GA. 26 CORR. G.I.

SHEET ROOFING

(PAINT FINISH)

A

SCALE:

FRONT ELEVATION1:100MA-2

3

SCALE:

RIGHT SIDE ELEVATION1:100MA-2

4

SCALE:

REAR ELEVATION1:100MA-2

5

SCALE:

LEFT SIDE ELEVATION1:100MA-2

6

GA.26 CORR G.I. SHEET

ROOFING (PAINT FINISH)

GA.26 PLAIN G.I.SHT.

GUTTER ON

12x300mm THK FIBER

CEMENT FASCIA BOARD

(PAINT FINISH)

GA.26 CORR G.I. SHEET

ROOFING (PAINT FINISH)

GA.26 PLAIN G.I.SHT.

GUTTER ON 12x300mm

THK FIBER CEMENT

FASCIA BOARD (PAINTFINISH)

150mm THK. CHB RAILING

w/50mmØ G.I. PIPE HANDRAIL(PAINT FINISH)

600 600 600

150mm THK. CHB

PLAIN PLASTER

(PAINT FINISH)150mm THK. CHB RAILING

WITH 50mmØ G.I. PIPE

HANDRAIL (PAINT FINISH)



NQM

MAX CALBANG


ARCHITECT III

PFSED-DepED


PDO - III

PFSED-DepED



PFSED-DepED

OLIVER R. HERNANDEZ

CHIEF, PFSED-OPS

DepED





REP. ACT 545

OWNER :

SHEET CONTENTS :


DepED




PROJECT NO:

DATE :

PROJECT TITLE :

LOCATION :

DESIGNED BY:

CHECKED BY:

ENCODED BY:

NOTE:


EDpeD

NOI SI VI DGNI

REENIG


L ACI SYHP

4500

9000

4500

1100

7000

9500

2500

GA#26 PLAIN G.I.FLASHING ON

12x300mm FIBER

CEMENT FASCIA

BOARD (PAINTFINISH)

GA#26 PLAIN G.I.RIDGE ROLL

(PAINT FINISH)

GA#26 CORR. G.I.ROOFING SHEET

(PAINT FINISH)

600

1 2 3

A

C

B

REFLECTED CEILING AND ROOF PLANS

CROSS & LONGITUDINAL SECTIONS

SCHEDULE OF DOORS AND WINDOWS

CONCRETE SUNBREAKER DET. & LOUVER DETAILS

6575

VAR.

W-1

CLASSROOM

CLASSROOM

150mm THK. CHB

WALL PLASTER

PAINT FINISH

CORRIDOR

W-2

12

A-3

2500

538

3200

EXPOSE CEILING

UNDERSLAB

PAINT FINISH

GROUND FLOOR LEVEL

SECOND FLOOR LEVEL

FIN. GRD. LN.

3200

TOP OF ROOF BEAM

TOP OF TRUSS

10001000

SEE TRUSS DETAIL

9500

7000

AC B

2500

50mm GA# 40G.I. PIPE

HANDRAIL W-1W-2

21

A-4

SCALE:

CROSS SECTION1:100MA-3

7

W-1CLASSROOMW-1

W-1CLASSROOMW-1

3200


VAR. GROUND FLOOR LEVEL

NAT. GRD. LN.

3200

600

TOP OF ROOF BEAM

APEX OF TRUSS

2500

1

600

32

4500 4500

9000

EXPOSED CEILING

UNDER SLAB

PAINT FINISH

SCALE:

LONGITUDINAL SECTION1:100MA-3

8

600

DN

BUILDING LINE

SLOPE

SLOPE

1100

SCALE:

ROOF PLAN1:100MA-3

9

1000

1000

2500

7000

c

b

A

4500600

6mm THK. ORD PLYWOOD

CEILING w/6mm GROOVEON 50x50mm CLEILING

JOISTS (PAINT FINISH)

LIGHTING FIXTURE

6mm THK. MARINE PLYWOOD

CEILING w/GROOVE ON50x50mm CEILING JOISTS

(PAINT FINISH)

CEILING VENT.

(SEE DETAIL)

GA.26 PLAIN G.I. GUTTER

ON 12x300mm THK. FIBER

CEMENT FASCIA BOARD

SCALE:

SECOND FLOOR REFLECTED CEILING PLAN1:100MA-3

10

4500 600

1 32

9500

9000

300

325

6 25

1250 12

25x25mm WOOD VENT.

PROVIDE INSECT SCREEN

6mm THK PLYWOOD

CEILING ON 50x50mm

CEILING JOIST @600mm

OC. BW (PAINT FINISH)

FR.25x75mm

VENT FRAME

(PAINT FINISH)

50

300

FR. 25x75mm WOODFRAMEPAINT FIN.

1175

25x25mm WOOD VENT

14

A-3

PROVIDE INSECT SCREEN

GRAVEL BEDDING

CONCRETE

HOLLOW BLOCKS

CONCRETE SLAB

POLYETHYLENE SHEET

DAMP PROOFING

1000

TANGUILE PANEL DOOR ON 50X150

MM THK. YACAL/GUIJO JAMB W/FIXED CLEAR GLASS TRANSOM

COMPLETE WITH HARDWARES AND

ACCESSORIES

2100

2400

D-1

CLASSROOM

FFL

300

JALOUSIE WINDOWS WITH CLEAR

GLASS BLADES ON STANDARD

ALUMINUM CASING AND FIXED

CLEAR GLASS TRANSOM ON 50X150

YACAL/GUIJO JAMB COMPLETE WITHHARDWARES AND ACCESSORIES

2 EQUAL PARTS = 1225

900

FFL

±1240

14-BLADES

2400

260

W-1

±1240

14-BLADES

2400

JALOUSIE WINDOWS WITH CLEAR

GLASS BLADES ON STANDARD

ALUMINUM CASING AND FIXED

CLEAR GLASS TRANSOM ON 50X150

YACAL/GUIJO JAMB COMPLETE WITHHARDWARES AND ACCESSORIES

900

W-2

4 EQUAL PARTS = 2500

260

DETAIL PLAN (VENT.)SCALE : A-3

13

1 : 10M

SECTION DETAIL (VENT.)SCALE : A-3

14

1 : 5M

CONCRETE SUNBREAKER DET.SCALE : A-3

12

1 : 10M

BEAM REBARS SEE

STRUCTURAL DETAIL

100

12x12mm GROOVE

675

10mmØ @250mm

ON CENTER

100

DAMP PROOFING DET.NOT A-4

16

SCALETO

SCALE:

DOORS & WINDOWS SCHEDULE1:100MA-3

11

CORRIDOR

CCLASSROOM

EL. +175mm

SCALE 1:50 M

DETAIL PLAN

LINE OF CORRIDOR

RAMP UP

1800

1200

NON-SKID PLAIN CEMENT FLOOR CEMEMNT FINISH

100

6mm

TYPICAL

100

6mm6mm

DETAIL SECTIONSCALE 1:5 M

RAMP DETAILSCALE A-3

15

SHOWNAS

USE APITONG/TANGUILE IF NOYACAL/GUIJO AVAILABLE

NOTE:



NQM

MAX CALBANG


ARCHITECT III

PFSED-DepED


PDO - III

PFSED-DepED



PFSED-DepED

OLIVER R. HERNANDEZ

CHIEF, PFSED-OPS

DepED





REP. ACT 545

OWNER :

SHEET CONTENTS :


DepED




PROJECT NO:

DATE :

PROJECT TITLE :

LOCATION :

DESIGNED BY:

CHECKED BY:

ENCODED BY:

NOTE:


EDpeD

NOI SI VI DGNI

REENIG


L ACI SYHP

EAVES DETAIL, EAVES & INT. CEILING DET.

SPOT DETAILS, RAMP DETAIL

BAY SECTION, VENT. DET. PLAN

DET. SECTION OF CLASSROOM, STAIR DETAIL

FR. QUARTER-C MOULDING

CEILING CONTACT TO

CONC. WALL

6mm THK. ORD. PLYWD.

CEILING (PAINT) ON50x50mm CLG. JST.

@600mm OC BW

6mm THK. MARINE PLYWD.

CEILING (PAINT) ON50x50mm CLG. JST.

@600mm OC BW

SEE TRUSS DET.

CONC. BEAM

GRAVEL BEDDING

CEILING VENT (SEE DETAIL)

1000

C-PURLIN (SEE STRUC'L DETAIL)

SAG ROD SEE STRUCTURAL DETAIL

2A

A-1

2A

A-1

6mm THK. MARINE PLYWOOD CEILING

ON 50x50mm CEILING JOIST

@600mm BW

75mmØ PVC DOWNSPOUT PAINT

FINISH

BASKET STRAINER

GA#26 GI STRAP

GA#26 G.I. GUTTER ON 12x300mmFIBER CEMENT FASCIA BOARD PAINT

FIN.

ROOFBEAM

6mm THK. ORD.

PLYWOOD CEILING W/6mm GROOVE ON

50x50mm CEILING

JOIST @600mm BW

(PAINT FIN.)

TOP CHORD SEE STRUCTURAL DETAIL

38mmØ TEKSCREW

6mm THK. MARINE PLYWOOD

CEILING ON 50x50mm CEILING

JOIST @600mm BW

75mmØ PVC

DOWNSPOUT PAINT

FINISH

GA#26 GI GUTTER PAINT FIN.

GA#26 GI STRAP

12x300mm FIBER CEMENT FASCIA

BOARD FIX W/METAL SCREW ONSTL. FRAME PAINT FINISH

COPPER RIVET

38mmØ TEKSCREW

BASKET STRAINER

20x20X2mm ANGULAR BAR

FOR FASCIA BOARD FRAME

COATED WITH PRIMER

GA#26 CORR. G.I.ROOFING SHT. PAINT FIN.

SPOT DETAIL (CORNER CLG.)SCALE : A-4

19

1 : 10M

SPOT DETAIL (EAVES)SCALE : A-4

18

1 : 10M

SECTION DETAIL (EAVES)SCALE : A-4

17

1 : 10M

12x12x2mm FLAT BARSTRAP @600mm O.C.

2x25x25mm ANGULARBAR NOSING @STEP

3368

500

500

SECOND FLOOR LEVEL

150mm THK CHB RAILINGPLASTER AND PAINT FIN.

50mm G.I.PIPE SCH. 40HANDRAIL w/25mm SQ.

BRACKECT @600mm O.C.PAINT FIN.

200

ELEV.SCALE: 1:50m

900

C

SCALE: 1:20mDETAIL

150

50

C

TREAD

50mmØ G.I. PIPESCHEDULE 40(PAINT FINISH)

500

1250

NOSING DETAILSCALE : A-4

25

1 : 10M

BALCONY RAILING DET.SCALE : A-5

21

AS SHOWN

SPOT DETAILSCALE : A-4

26

1 : 20M

21

A-4

CORRIDOR

CORRIDOR

200

900

1100

25007000

W-3

1600

3200

325

PLASTER PAINT FINISH

NATURAL GRADE LINE

GROUND FLOOR LINE

3200

SECOND FLOOR LINE

ROOF LINE

CLASSROOM

W-1

D-1

CLASSROOM

A B C

CLASSROOM CLASSROOM

DETAIL SECTION OF CLASSROOMSCALE : A-4

20

1 : 50M

50

292

TYPICAL

1100

900

LANDING

TYPICAL

±168

SECOND F.F.L.

1100

STAIR DETAILSCALE : A-4

24

1 : 20M

4200

16 T

RE

AD

S @

292

mm

EA

CH

= 4

672m

m

A-57

DN

5

4

9

7

6

10

11

8

3

50mmØ G.I. PIPE

SCH. 40

PAINT FINISH

A-4

3000

24

LANDING

150mm THK. CHB

WALL PAINT FINISH

B

A

7000

2800

A-58

12

13

14

15

16

17

18

19

2

1

1

4200

16 T

RE

AD

S @

292

mm

EA

CH

= 4

672m

m

UP

5

4

9

7

6

10

11

8

3

50mmØ G.I. PIPE

SCH. 40

PAINT FINISH

A-4

3000

24

LANDING

150mm THK. CHB

WALL PAINT FINISH

B

A

7000

2800

12

13

14

15

16

17

18

19

2

1

1

DETAILED PLAN OF STAIRSCALE : A-4

22

1 : 50M

(GRD FLOOR TO SECOND FLOOR)

DETAILED PLAN OF STAIRSCALE : A-4

23

1 : 50M

(SECOND FLOOR TO GROUND FLOOR)



NQM

MAX CALBANG


ARCHITECT III

PFSED-DepED


PDO - III

PFSED-DepED



PFSED-DepED

OLIVER R. HERNANDEZ

CHIEF, PFSED-OPS

DepED

200





REP. ACT 545

OWNER :

SHEET CONTENTS :


DepED




PROJECT NO:

DATE :

PROJECT TITLE :

LOCATION :

DESIGNED BY:

CHECKED BY:

ENCODED BY:

NOTE:


EDpeD

NOI SI VI DGNI

REENIG


L ACI SYHP

TREAD

WITH Ø10mm

70000

2500

G-4

G-6

G-6

S-1

G-1C G-1

B 2ND FLOOR FRAMING PLANSCALE : 1:100M

F-1

C-1

F-2

C-2

S-1

S-1

B-1

S-1

S-2

G-3

G-2

4500

70000

B

G-5

A

1

G-2

G - 7

G - 7

B-1

S-1

S-2

4500

2 3

S-1

G-3

TG-3

TG-3

SPACED AT 400

BOTHWAYS

B

CF-1

C-1

TG-1

2500

F-2

C-2

F-2

C-2

TG-3

TG-3

F-1

C-1

TG-1

FOUNDATION PLAN1:100M

A

SCALE :

F-3

C-3

TG-3

100mm THICK

SLAB ON FILL

4500

ATG-2

F-3

C-3

1

F-3

C-3

TG-3

4500

TG-2

2 3

FOUNDATION PLAN, ROOF FRAMING PLAN

FOOTING DETAIL, COLUMN DETAIL, WF-1,

TYPICAL SLAB ELEVATION, SCHED. OF SLABS

3000

UP

4200

1500

2700

CS-1

CG-1

CG-2

CG-2

7000

BOTTOM BAR

REBAR SPACING ALONG LONG DIRECTION

SE

CO

ND

LEV

EL

100

100

S-1

S-2

300

300

10Ø

10Ø 300

200 200

300

300

300

-

- 300

250300

300

10Ø

10Ø 300300 -

300 - 300

Ø12mm CROSS

BRACINGS

FLOOR

LEVEL

in mm

THICK-

NESSMARK

SLAB

2500

B

C

RG-1

RG-1

RG-1

RG-1

RIGHT SUPPORT

REBAR SPACING ALONG SHORT DIRECTION

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

TYPICAL SLAB ELEVATIONS-1

in mmin mm

BOTT.SIZE

TOP

LEFT SUPPORTREBAR

TOPBOTT.TOP

MIDSPAN

L1/3

L1/6

D

L1

TOP BAR

BOTTOM BAR

LEFT SUPPORT

TOPBOTT.SIZE

REBAR

in mmin mm

BOTT.BOTT. TOP

MIDSPAN

L1/3 L2/3

L1/5 L2/5

L2

TOP BAR

LC-120x40x20x2.0 PURLINS

SPACED @ 750 mm O.C

WITH Ø10 SAGRODS @ MIDSPAN

RG-1

RG-1

RG-1

TWO-WAY

TWO-WAY

300 300

300250

REMARKS

TOP BOTT.

RIGHT SUPPORT

RG-1

4500

A

4500

RG-1

T-1

RG-2

T-1

RG-2

1 2

T-1

RG-2

3600

1000

1000

S-1

ROOF FRAMING PLAN1:100M

C

SCALE :

9000

1:100MSCALE :

1590

ROOF DECKLEVEL

2ND FLOOR LEVEL TO

W

FOUNDATION LEVEL TO

2ND FLOOR LEVEL

LEVEL

MAIN BAR: MAIN BAR:MAIN BAR:

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

Thickness

FOOTING DIMENSIONS (mm)

1400

2300

F-1

F-2

F-3

(L)

LENGTH

FOOTING

MARK

2100

1400

2300

2100

1500

1500

(D)

DEPTH

1500

(W)

WIDTH

REINFORCEMENT

7 - 16mmØ

BAR X

(t)

300

300 12 - 16mmØ

300 11 - 16mmØ

7 - 16mmØ

12- 16mmØ

11 - 16mmØ

BAR Y

REMARKS

SQUARE FOOTINGSQUARE FOOTING



SECTION

TYP. FOOTING DETAIL

PLAN

X-BARS

SCALE

E

S-1

L

Y-BARS

100

L

NTS

D

t

NGL

350

150mm TO CENTER

1@50, 8@75, REST @

MAIN BAR:

TIES : Ø10 mm

8-Ø16mm

350

1@50, 8@75, REST @

150mm TO CENTER

8-Ø16mm

TIES : Ø10 mm

350

150mm TO CENTER

1@50, 8@75, REST @

MAIN BAR:

14-Ø20mm

TIES : Ø10 mm

150mm TO CENTER

1@50, 8@75, REST @

350

8-Ø20mm

TIES : Ø10 mm

GRAVEL BEDDING

100 mm THICK

Y-BARS

X-BARS

350

150mm TO CENTER

1@50, 8@75, REST @

MAIN BAR:

12-Ø20mm

TIES : Ø10 mm

350

150mm TO CENTER

1@50, 8@75, REST @

8-Ø20mm

TIES : Ø10 mm

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

350

350

C-1

350

350

C-2

350

350

C-3

TG-2

F-1

C-1

F-1

C-1

G - 7

S-2

TB-1

100CS-2 30010Ø 300 300300- 300300 10Ø 300300 - ONE-WAY300 300



AMA

MAX CALBANG

LGPBERNADETTE N. AQUINO

STRUCTURAL CONSULTANT

PFSED-DepED

S-13MAXIMO M. CALBANG

PDO - III

PFSED-DepED



PFSED-DepED

OLIVER R. HERNANDEZ

CHIEF, PFSED-OPS

DepED





REP. ACT 545

OWNER :

SHEET CONTENTS :


DepED




PROJECT NO:

DATE :

PROJECT TITLE :

LOCATION :

DESIGNED BY:

CHECKED BY:

ENCODED BY:

NOTE:


EDpeD

NOI SI VI DGNI

REENIG


L ACI SYHP

B DETAIL OF RAMP

BEAM

BEAM

STAIR

TIE

2ND FLOOR LEVEL

LEVEL

ROOF

LEVEL

FLOOR

D

STB-2

STB-1

TG-2

TG-3

TG-1

200

200

300

300

300

500 Ø16mm

Ø16mm400

500 Ø20mm

500 Ø20mm

500 Ø20mm

22

22

23

2 2

22

4

3

4

2

3

4

3

2

2

4

4

4

2

2

2

1@50, 8@100, REST@200

1@50, 6@100, REST@200

1@50, 8@100, REST@200

1@50, 6@100, REST@200

1@50, 8@100, REST@200

2

2

2

2

3

L2/5

RIGHT

TYPICAL BEAM ELEVATION

TOP

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

G-7

G-6

CB-1

B-1

B-2

200

200

250

200

200

RG-1

RG-2 200

200

500

400 Ø20mm

Ø20mm

400 Ø16mm

400

400

Ø16mm

Ø16mm

400 Ø16mm

500 Ø16mm

BEAM

( in / mm )

DIMENSIONS

G-2

G-4

G-5

G-3

G-1

200

200

250

200

200

MARK

BEAM

b

400 Ø20mm

400

500

400 Ø20mm

Ø20mm

Ø20mm

Ø20mm400

REBAR

h(mm Ø)

23

22

5

2

42

22

22

4

4

2

222

5 222

5

5

4

4

2

2

4

6

2

2

2

4

2

3

MID SPAN

222

22

23

22

2 2

3

2

5

3

2

LEFT

TOPBOTTOM

3

5

5

3

2

2

2

4

2

2

TOPBOTTOM

LAP SPLICES ARE ALLOWEDONLY IN THIS PORTION

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

L2/5

S-2

C

L1

2D

L2/3

2D

2-Ø12mm SIDE BARSL2/5

L2/3

L2

2D

1@50, 8@100, REST@200

1@50, 6@100, REST@200

1@50, 6@100, REST@200

1@50, 6@100, REST@200

1@50, 6@100, REST@200

1@50, 6@100, REST@200

1@50, 8@100, REST@200

3

3

2

2

2

2

2

1@50, 6@100, REST@200

1@50, 6@100, REST@200

1@50, 8@100, REST@200

1@50, 6@100, REST@200

1@50, 6@100, REST@200

S T I R R U P S

(UNLESS NOTED OTHERWISE)

2

3

3

2

2

BOTTOM

Ø10mm

L3/6

LAP SPLICES ARE ALLOWEDONLY IN THIS PORTION

2D

L3/3

L3

SCALES-2

L3/3

2D

1 : 50M

NGL

(SEE SCHEDULE)TIE BEAM

100

BARS BOTHWAYS

Ø10 300mm TEMP

7

Ø10mm125

8

DETAIL OF TIE BEAM. RAMP DETAIL

TYPICAL BEAM ELEVATION, BEAM SCHEDULE

TYPICAL TRUSS CONNECTION DETAIL

S-2

DETAIL OF TIE BEAMNTS

A

SCALE :

SCALE NTS

ANCHOR BOLT

1-Ø10mm A-307

9500

HALF TRUSS

TYPICAL TRUSS

CONNECTION DETAIL

SEE TRUSS ANCHORAGE DETAIL

W-1

ANCHORAGE DETAIL

150

L-2.5x2.5x1/4

SCALE

SAG ROD CONNECTION DETAILPURLIN CONNECTION DETAILS-2

GSCALE 1 : 5 M

S-2

I1 : 10 M

S-2

KSCALE

WEB MEMBERS

SCHEDULE OF TRUSS MEMBERS

TOP & BOT. CHORDS

TOP CHORD

1 : 5 M

CONNECTION DETAILBOTTOM CHORD

SCALE

F

S-2

S-2

LC-120x40x20x2.0

PURLINS

FULL WELD

6mm GUSSET PLATE (TYP.) H

6mm GUSSET PLATE (TYP.)

FULL WELD

TOP CHORD

TOP CHORD

KING POST

W-2

W-1

MARK

WASHERS @ EACH END

10mmØ SAG ROD WITH

STANDARD NUTS &

120x40x20x2.0mm

STEEL C-PURLINS

±750mm O.C.

±750

CONNECTION DETAILSCALE 1 : 5 M

FULL WELD

150

SCALE

J

S-2

2"x2"x3/16"

6mm GUSSET PLATE (TYP.)

2L

DESCRIPTION

2L

QTY

2"x2"x1/4"

SIZE

1 : 10 M

W-2

6-Ø10x200mm LONG

W-2

1:5 M

2L-2x2x1/4 STRUT

4 SPANS @ 1187.5 = 4750

2500

2 SPANS @ 1250

1000

W-2

W-2

= 2500

W-2

W-1

W-2

W-2

2 SPANS @ 1125

= 2250

W-2

W-2

W-2

W-2

E

S-4

W-2

W-2

W-2

W-1

C

S-4

B

S-4

W-2

W-1

W-2

W-2

F

S-4

1000

W-2

W-2

D DETAIL OF T-1SCALE

S-21 : 25M

E CONNECTION DETAILSCALE

S-21 : 25M



AMA

MAX CALBANG

LGPBERNADETTE N. CONSULTANT


PFSED-DepED


PDO - III

PFSED-DepED



PFSED-DepED

OLIVER R. HERNANDEZ

CHIEF, PFSED-OPS

DepED

CG-1 200 400 Ø20mm 222 33 1@50, 6@100, REST@200 2

CG-2 250 500 Ø20mm 434 43 1@50, 6@100, REST@200 3

SECTION

PLAN

200

50 50

6mm GUSSET PLATE

BOTTOM CHORD

4-Ø12x300mm LONG

ANCHOR STUDS

200x200x10mm

EMBEDED PLATE

50

100

50

200

6mm GUSSET PLATE

BOTTOM CHORD (FULLYWELDED TO BASE PLATED)

4-Ø12x250mm LONG

ANCHOR STUDS

200x200x10mm BASE

PLATE

COLUMN OR BEAM

5050

200

50 50 5050





REP. ACT 545

OWNER :

SHEET CONTENTS :


DepED




PROJECT NO:

DATE :

PROJECT TITLE :

LOCATION :

DESIGNED BY:

CHECKED BY:

ENCODED BY:

NOTE:


EDpeD

NOI SI VI DGNI

REENIG


L ACI SYHP

DETAIL OF STAIR

292

TYPICAL

LANDING

TYPICAL

±168

SECOND F.F.L.

STAIR DETAILSCALE : S-3

3

1 : 20M

CB-1

Ø10 @300

STB-1

NOSING BAR

Ø10 @300

4200

16 T

RE

AD

S @

292

mm

EA

CH

= 4

672m

m

3000

B

A

7000

2800

1

1006

S-3

STB-1 F-1

C-1

2

S-3

F-1

C-1

S-1

CS-1

STAIR FRAMING PLAN (TYP.)S-3 SCALE

1

1:50M

(SECOND FLOOR TO GROUND FLOOR)

M

S-3

SECOND F.F.L.

CB-1

SECTION OF CS-1S-3 SCALE

4

1:25M



AMA

MAX CALBANG

LGPBERNADETTE N. AQUINO


PFSED-DepED


PDO - III

PFSED-DepED



PFSED-DepED

OLIVER R. HERNANDEZ

CHIEF, PFSED-OPS

DepED

3525

325

3200

2500

VAR.

1685

1515

1100

900

SECOND FLOOR LINE

GROUND FLOOR LINE

NATURAL GRADE LINE

BC

CG-2 CG-2

STB-1

TG-3

Ø10 @250

Ø10 @300

1-Ø10

NOSING BAR

150mm

Ø16 @ 150

Ø16 @ 150Ø10 @300

STB-2STB-2

Ø16 @ 150

Ø10 @300

1-Ø10

NOSING BAR

Ø16 @ 150

SECTION OF STAIR2

S-3 SCALE 1:50M

15002887

1100

900

200

CONCRETE COLUMN (C-1)(SEE DETAIL)

LANDING

CORRIDOR

C

1 : 25 MS-4

SCALE

7

S-4

Ø10mm @

1 : 25 M

SPOT DETAILSCALE

3-Ø10mm

300mm o.c.TG-3

100

100

100100 100

SPOT DETAILSCALE

8

S-41 : 25 M

CB-1

Ø12 @120

SECTION OF STAIR SLABSCALES-4

5

Ø16 @200

TEMP BARS

1:25 M

SPOT DETAIL

Ø16 @ 200

6

MAIN BAR

200mm

Ø10 @300

Ø12 @300

2-Ø10

STEP BAR

200

2-Ø10

STEP BAR

200mm

Ø10 @300

2-Ø10

STEP BAR

Ø10 @300

200

Ø12@ 125

STEP BARS

Ø12@ 125

MAIN BARS

8

S-3

7

S-3

STB-2 STB-2





REP. ACT 545

OWNER :

SHEET CONTENTS :


DepED




PROJECT NO:

DATE :

PROJECT TITLE :

LOCATION :

DESIGNED BY:

CHECKED BY:

ENCODED BY:

NOTE:


EDpeD

NOI SI VI DGNI

REENIG


L ACI SYHP

GENERAL NOTES

3. WIRING METHOD SHALL BE AS FOLLOWS :a. FEEDERS AND RISERS - RIGID METALLIC CONDUIT

- CEILING LIGHT OUTLET

- CEILING FAN OUTLET

- TWO GANG DEVICE SWITCH

- ONE GANG DEVICE SWITCH

- 2 x 40 WATTS FLUORESCENT LAMP

DESCRIPTION

S/Sa

Sab

SYMBOL

2

F

LEGEND

- THREE WAY DEVICE SWITCH

- THREE GANG DEVICE SWITCH

- SAFETY SWITCH

- FAN CONTROL SWITCH

- ELECTRIC SERVICE METER

- SERVICE ENTRANCE

S 3W

Scde

Sf

M

- RACEWAY CONDUIT CONCEALED UNDER FLOOR

- RACEWAY CONDUIT CONCEALED IN CEILING

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

1. ALL ELECTRICAL WORKS SHALL COMPLY IN ACCORDANCE WITH THESE PLANSAND SPECIFICATIONS. THE APPLICABLE PROVISIONS OF THE LATEST EDITIONOF THE PHILIPPINE ELECTRICAL CODE (PEC). THE RULES AND REGULATION OFTHE LOCAL ENFORCING AUTHORITY AND THE REQUIREMENTS OF THE LOCALPOWER COMPANY. ALL ELECTRICAL WORKS SHALL BE UNDER THE IMMEDIATESUPERVISION OF A DULY REGISTERED ELECTRICAL ENGINEER.

2. THE ELECTRICAL SERVICE POWER IS 1-PHASE, 2-WIRE, 230 V AC, 60 Hz.

b. LIGHTING, POWERRECEPTACLE BRANCH CKT., &AUXILIARY

- POLYVINYL CHLORIDE CONDUITSCH. 40

4. ALL WIRES SHALL BE COPPER AND THERMOPLASTIC INSULATED TYPE"THW" UNLESS OTHERWISE INDICATED IN THE PLAN. THE MINIMUMSIZE OF WIRE FOR POWER AND LIGHTING CIRCUIT HOMERUN SHALL BE3.5mm² AND INSULATED FOR 600 VOLTS. SMALLEST RACEWAY SHALL BE15mmØ TRADE/NOMINAL SIZE.

5. ALL OUTLET BOXES SHALL BE GALVANIZED GAGE NO. 16 DEEPTYPE WITH FACTORY KNOCKOUTS.

6. ALL MATERIALS TO BE USED SHALL BE BRAND NEW AND APPROVEDTYPE FOR THE PARTICULAR LOCATION AND PURPOSE.

7. GROUNDING SYSTEM SHALL BE PROVIDED TO ALL LIGHTING ANDPOWER CIRCUIT AS PER PHILIPPINE ELECTRICAL CODEREQUIREMENT.

a. LIGHT SWITCH - 1.20 M ABOVE FINISH FLOORb. CONVENIENCE OUTLET - 0.30 M ABOVE FINISH FLOOR.c. SAFETY SWITCH - 1.80 M ABOVE FINISH FLOOR

- DUPLEX CONVENIENCE OUTLET, GROUNDING TYPE10 AMPS, 250 VOLT WITH MODERN PLATE COVER

A

B

C

SCALE:

GRND. FLR. LIGHTING LAYOUT1:100ME-1

4

1 2 3

A

C

B

1 2 3

SCALE:

2ND FLR. LIGHTING LAYOUT1:100ME-1

5

UPDN

2

F

f

2

2

LP3Sf

2

f

i2

Si

e

Sef

e

2

F

f

2

2

LP4Sf

2

f

i2

Si

e

Sef

e

CALCULATIONS

RISER DIAGRAM

LEGENDGENERAL NOTES

ELECTRICAL LAYOUT

SCALE:

ELECTRICAL RISER DIAGRAMNTSE-1

1

A

B

C

SCALE:

GRND. FLR. POWER LAYOUT1:100ME-1

2

1 2 3

A

C

B

1 2 3

SCALE:

2ND FLR. POWER LAYOUT1:100ME-1

3

LP

M

FA

REFER TO RISER DIAGRAMOVERHEAD SERVICE ENTRANCE

TO LINE SIDE OF LPRATING: 220 V, 2P, 20AT, 50AFENCLOSED AIR CIRCUIT BREAKER

LP1

LP2

40AT, 100AF, 2P, 240V

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

502

2

IN 20mmORSC2-5.5mm THW

1800

mm

~

METERING CONDUIT

BUILDING WALL

KWHR METER

~

~

2 WIRE, 60 Hz FITTED WITHCONNECTED TO 220V AC, 1O, OVERHEAD SERVICE ENTRANCE

20mm O TYPE "F" CONDULET

1800

mm

2

IN 15mmO C1-5.5mm THW COPPER WIRE

GROUNDING ROD COPPERWELD16MMO x 2400mm LENGTH

~~FIN. GRADE LINE

GROUND FLOOR LINE

2

3500

mm

~CEILING LINE



VDS

MAX CALBANG

LGPVENERANDO D. SAHAGUN

ENGINEER III

PFSED-DepED

E-11MAXIMO M. CALBANG

PDO - III

PFSED-DepED



PFSED-DepED

OLIVER R. HERNANDEZ

CHIEF, PFSED-OPS

DepED





REP. ACT 545

OWNER :

SHEET CONTENTS :


DepED




PROJECT NO:

DATE :

PROJECT TITLE :

LOCATION :

DESIGNED BY:

CHECKED BY:

ENCODED BY:

NOTE:


EDpeD

NOI SI VI DGNI

REENIG


L ACI SYHP

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