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EXISTING TWO-STOREY SCHOOL BUILDING

EXISTING TWO-STOREY MODULAR BUILDING

PROPOSED THREE-STOREY LEARNING SPACE &

CLASSROOM BUILDING

14.08

46.76

37.20

7.20

12.00 21.00

19.83

S I T E S I T E

SITE DEVELOPMENT PLAN

SCALE 1 : 250 MTS.

3

A 1

LOCATION MAP

SCALE N.T.S.

2

A 1

PERSPECTIVE

SCALE N.T.S.

1

A 1

(2)

LOWER GROUND FLOOR PLAN

SCALE 1 : 125 MTS.

1

A 2

5.00 3.501.50

4.50 4.50 3.00

3.503.50

1

12.00

12.00

7.00 7.00 7.00

21.00 33.00

2

3

4

A B C D E F G

5.00 3.501.50

4.50 4.50 3.00

3.503.50

1

12.00

12.00

7.00 7.00 7.00

21.00 33.00

STUDENT/FACULTY READING AREA

RECEPTION LOBBY/WAITING

AREA

LEARNING SPACE BOOKSHELVES

H A L L W A Y

LEARNING SPACE OFFICE

2

3

4

A B C D E F G

UP

CLASSROOM CLASSROOM SUPPLY OFFICE/GSC

EXISTING TWO - STOREY SCHOOL BUILDING

EXISTING TWO - STOREY SCHOOL BUILDING

5.00 3.501.50

4.50 4.50 3.00

3.503.50

1

12.00

12.00

7.00 7.00 7.00

21.00 33.00

2

3

4

A B C D E F G

CLASSROOM CLASSROOM CLASSROOM

EXISTING TWO - STOREY SCHOOL BUILDING

D 1

W

1 W

2 W

2 D

2 D

2

W1 W

1 W

1 W

1 W

1 W

1

W 3

W 3 W4

D

2 W

2 W

2 D

2 D

2 W

2 W

2 D

2

W1 W

1 W

1 W

1 W

1 W

1

W

1 W

1 W

1 W

1 W

1 W

1

D

2 W

2 W

2 D

2 D

2 W

2 W

2 D

2

W 3

W 3

W3

W3

W4

W 4

UP

D

2 W

2 W

2 D

2

D

2 W

2 W

2 D

2 H A L L W A Y

H A L L W A Y

UP

DN

UPPER GROUND FLOOR PLAN

SCALE 1 : 125 MTS.

2

A 2

SECOND FLOOR PLAN

SCALE 1 : 125 MTS.

3

A 2

7.00 7.00 7.00

21.00

D E F G

5.003.503.50

1

12.00

2

3

4

ROOF PLAN

SCALE 1 : 125 MTS.

4

A 2

SHT NO:

END USER:

CAVITE STATE UNIVERSITY

PROJECT TITLE/ LOCATION:

CONSTRUCTION OF THREE STOREY

LEARNING SPACE & CLASSROOM BUILDING A - 2

REC. APPROVAL:

ENDORSED BY: APPROVED BY: IMPLEMENTING AGENCY:

O. B. DELOS REYES M.J. D. TEPORA H. D. ROBLES

PREPARED BY:

J. D. ESCANO

PDU OVPPD

N. A. SEDIGO E. N. RODEROS

REVIEWED BY:

S. B. BAYOT JR.

EXISTING ROOF OF TWO - STOREY SCHOOL BUILDING

(3)

5.00 3.50 1.50

3.50 3.50

1

12.00

2 3

4

33.00

2.67 3.553.50

3.00

TOP OF CEILING

SECOND FLOOR F. F. L.

UPPER GROUND F. F. L.

NATURAL GRADE LINE

LOWER GROUND F. F. L.

F F F F F F F F F F F F F F F F F F F F F F F F

F F F F F F F F F F F F F F F F F F F F F F F F

F F F F F F F F F F F F F F F F F F F F F F F F

4.50 4.50

3.00

12.00 7.00

7.00 7.00

21.00

33.00

A B

C D

E F

G

2.633.553.503.00

TOP OF CEILING

SECOND FLOOR F. F. L.

UPPER GROUND F. F. L.

NATURAL GRADE LINE

LOWER GROUND F. F. L.

4.50 4.50 3.00

12.00

7.00 7.00 7.00

21.00 33.00

A B C D E F G

0.603.503.00

TOP OF CEILING

SECOND FLOOR F. F. L.

UPPER GROUND F. F. L.

NATURAL GRADE LINE

FRONT ELEVATION

SCALE 1 : 125 MTS.

1

A 3 REAR ELEVATION

SCALE 1 : 125 MTS.

2

A 3

RIGHT SIDE ELEVATION

SCALE 1 : 125 MTS.

3

A 3

B - 1 B - 1 B - 1 B - 1 B - 1 B - 1 B - 1 B - 1 B - 1

(4)

0.90

2.10

2.00

2.10

1.20

1.20 0.95

F F F F

2.40

0.25 1.25 0.75

2.45

0.60 1.65

D 2

0.90m x 2.10m FLUSH DOOR W/ 1 4 " THK.

CLEAR GLASS VIEW WINDOW, W/

COMPLETE ACCESSORIES 14 SETS

D 1

2.00m x 2.10m DOUBLE SWING GLASS DOOR W/ 1 4 " THK. CLEAR GLASS ON ALUMINUM

FRAME, W/ COMPLETE ACCESSORIES 1 SET

W 1

STEEL CASEMENT WINDOW COMPLETE W / ALL ACCESSORIES W / 1 4 " THK. CLEAR GLASS W/ 12MM SQUARE BAR GRILLS 19 SETS

W 2

ALUMINUM FRAME JALOUSIE WINDOW W/ 1 4 "

THK. SMOKED GLASS & 12 MM. SQUARE BAR GRILLS & 1 4 " THK. X 1" FLAT BAR FRAME 14 SETS

W 4

STEEL AWNING WINDOW COMPLETE W/

ALL ACCESSORIES W / 4 1 " THK CLEAR GLASS W/ 12MM SQUARE BAR GRILLS 3 SETS

2.40

1.20 0.95

W 3

STEEL CASEMENT WINDOW COMPLETE W / ALL ACCESSORIES W / 1 4 " THK. CLEAR GLASS W/ 12MM SQUARE BAR GRILLS 6 SETS

SCHED. OF DOORS & WINDOWS

SCALE 1 : 25 MTS.

1

A 4

SHT NO:

END USER:

CAVITE STATE UNIVERSITY

DIRECTOR PLANNING AND DEVT. OFFICE

PROJECT TITLE/ LOCATION:

CONSTRUCTION OF THREE STOREY

LEARNING SPACE & CLASSROOM BUILDING A - 4

REC. APPROVAL:

ENDORSED BY: APPROVED BY: IMPLEMENTING AGENCY:

PRES CVSU

O. B. DELOS REYES H. D. ROBLES

VPPD CVSU

M.J. D. TEPORA

PREPARED BY:

J. D. ESCANO

PDU OVPPD

N. A. SEDIGO

ARCHITECT

E. N. RODEROS

REVIEWED BY:

HEAD PDU

S. B. BAYOT JR.

(5)

ELEVATION

0.25 L1 OR 0.25 L2 (GREATER GOVERNS) L1

0.25 L1 OR 0.75 LC 0.75 LC OR 0.25 L1

(GREATER GOVERNS)

d

0.25 L2 0.25 L2 OR 0.25 L1

(GREATER GOVERNS)

SPLICE LENGTH SPLICE ZONE FOR GIRDER TOP BARS

EQ.

EQ.

L2 LC

EQ. EQ.

SPLICE LENGTH

2d EQ. EQ.

0.165 L1

50mm MAX.

AT SUPPORT

HOOP REINFORCEMENT SEE SCHEDULE

HOOP REINFORCEMENT SEE SCHEDULE

HOOP REINFORCEMENT SEE SCHEDULE 2d

NO SPLICE SHALL BE ALLOWED 2d FROM THE FACE OF THE SUPPORT

EQ.

0.165 L2

EQ.

H (SEE SCHEDULE)

W (SEE SCHEDULE)

EQUALEQUALEQUAL

2d NO SPLICE SHALL BE ALLOWED 2d

FROM THE FACE OF THE

SUPPORT

Ø

<

Ø Ø

0.165L

Ø12@100 SPLICE HOOPS

2d

L/4

LAT. TIES JT. REINF. CONF. REINF. TIESWITHIN CENTER HALF OF "H"

H (CLEAR HEIGHT OF COL.)

COLUMN LAP SPLICE AND EXT.

BEAM TO COLUMN CONN. DETAIL

WALL REINFORCING

SEE NOTE NO. 5 150

400

TYP.CHB STIFFENER

AT INTERSECTION BEAM DETAIL

FLAT FLOOR

WALL BASE REINFORCING AT WALL REINFORCING AT CORNER

SEE NOTE NO.5 SEE NOTE NO. 5

30 BAR DIA.

(MIN.)

30 BAR DIA.

(MIN.)

VERIFYDEPRESSION

D=FOR BEAM 2t=FOR SLAB 30 BAR DIA.

(MIN.) D=FOR BEAM t=FOR SLAB

BEAM/SLAB CHANGE SOFFIT

t/2 t/2

25

t

SUSPENDED SLAB

CONSTRUCTION JOINT DETAIL

D/2D/2

50

30 BAR Ø (MIN.) 30 BAR Ø

(MIN.)

BEAM CONSTRUCTION JOINT DETAIL

AT INTERIOR WALLS WITH SLAB ELEVATION DIFFERENCE AT INTERIOR CHB WALLS (WF2)

400

400

250 250

30 BARDIAMETER DOWELS 300

(TYP.)

300 (TYP.)

30 BAR DIAMETER DOWELS

TYPICAL REINFORCED CONCRETE BEAM DETAIL

CLEAR HEIGHT OF COLUMN ("H")JOINT HOOPS COL. HOOPS (SEE SCHEDULE)COL. HOOPS LoLo

COLUMN TIES 600 min.

H/4H/2 (LOCATION OF COUPLERS)

H/4 ShSh

600

250

600 (MIN.)VARIES 30 BAR DIAMETERDOWELS

AT EDGE/ PERIMETER CHB WALLS (WF3)

L1/5

L1

L1/5 L2/5

L2 L2/5

L3

L3/5 L3/5

0.30M MIN

L1/4 L1/4 L2/4 L2/4 L3/4 L3/4

T

L4

VERIFYVARIES 400(MM)300(MM)

200

FTB SUPPORTED CHB WALL

(WF1)

(6)

5.003.503.50

1

12.00

2

3

4

C1F1

C2F2

C1F1

C2F2

C1F1

C2F2

C1F1

C1F1 C1F1 C1F1 C1F1

C1F1 C2F2 C1F1

TB TB TB TB TB TB

TB TB TB TB TB TB

TBTBTB TBTBTB

TBTB TBTB

100mm. THK. SLAB ON FILL W/

10mm Ø REINF. BARS SPACED

EVERY 0.30 m. O. C. BOTHWAYS 5.003.503.50

1

12.00

2

3

4

C1F1 C1F1 C1F1

TB TB TB TB TB TB

B1 B1 B1 B1 B1

B1B1 B1B1

B1 B1 B1 B1 B1 B1

B1 B1

B2 B2 B2 B3

B3 B3 B3 B3 B3 B3

B4 B4 B4

5.003.503.50

1

12.00

2

3

4

RB1

RB2 RB1RB2 RB2 RB2

CB CB CB CB CB CB CB

CB CB CB CB CB CB CB

CB CB CB CB CB

TB TB TB TB TB TB

B5 B3 B5 B5

B3

B3

B3

5.003.503.50

1

12.00

7.00 7.00 7.00

21.00

2

3

4

D E F G

B1 B1 B1 B1 B1

B1B1 B1B1

B1 B1 B1 B1 B1 B1

B1 B1

B2 B2 B2

B3 B3 B3 B3 B3 B3

B4 B4 B4

B5 B3 B5 B5

B3

B3

B3

B6 B7

B3

C2F2 C2F2 C2F2

C1F1

C1F1 C2F2 C2F2

D E F G

7.00 7.00 7.00

21.00

D E F G

7.00 7.00 7.00

24.00

7.00 7.00 7.00

21.00

D E F G

FOUNDATION PLAN

SCALE 1 : 125 MTS.

1

S 2

UPPER GROUND FLOOR BEAM PLAN

SCALE 1 : 100 MTS.

2

S 2

SECOND FLOOR BEAM PLAN

SCALE 1 : 100 MTS.

3

S 2

C2F2

B3 B6 B7

PW PW PW PW PW PW PW

PWPWPWPWPWPW

PW PW PW PW PW PW PW

RB1 RB1 RB1

RB1 RB1 RB1 RB1 RB1

RB1 RB1 RB1 RB1 RB1 RB1

RB1 RB1 RB1 RB1 RB1 RB1

RB1

RB1 RB1 RB1

SHT NO:

END USER:

CAVITE STATE UNIVERSITY

PROJECT TITLE/ LOCATION:

S - 2

REC. APPROVAL:

ENDORSED BY: APPROVED BY: IMPLEMENTING AGENCY:

O. B. DELOS REYES M.J. D. TEPORA H. D. ROBLES

PREPARED BY:

J. D. ESCANO

PDU OVPPD

REVIEWED BY:

S. B. BAYOT JR.

CONSTRUCTION OF THREE STOREY LEARNING SPACE & CLASSROOM BUILDING

N. A. SEDIGO

M. A. DAGASDAS, JR., MEng, IStructS M.PICE, M.ASEP, M.ISSEP

ROOF BEAM FRAMING PLAN

SCALE 1 : 100 MTS.

4

S 2

MD1 MD1 MD1 MD1 MD1 MD1

MD1 MD1 MD1 MD1 MD1 MD1

MD1 MD1 MD1 MD1

MD1

MD1

MD1 MD1 MD1 MD1 MD1 MD1

MD1 MD1 MD1 MD1 MD1 MD1

MD1 MD1 MD1 MD1

MD1

MD1

3.00

C

EXISTING TWO - STOREY SCHOOL BUILDING

(7)

LENGTH

WIDTH

FTB

2.50 0.50 THICKNESS

NGL

SEE SCHEDULE OF COLUMNS

SECTION

10mm Ø LATERAL TIES WITH

#16 G.I. TIE WIRES

16mm Ø BOTTOM BARS B.W.

(SEE SCHEDULE OF FOUNDATION)

FTB

PLAN

12mm Ø TOP BARS B.W.

(SEE SCHEDULE OF FOUNDATION)

0.075

0.075

0.05

FOUNDATION DESIGNATION

F1 F2

DIMENSIONS

LENGTH (mm) WIDTH (mm) THICKNESS (mm)

TOP BARS

SHORT DIR. LONG DIR.

BOTTOM BARS

SHORT DIR. LONG DIR.

REMARKS

1400 1400 300 - - 10 - 16mm Ø 10 - 16mm Ø USE GRADE 40 BARS

2000 2000 400 - - 14 - 16mm Ø 14 - 16mm Ø USE GRADE 40 BARS

SCHEDULE OF FOOTING

LATERAL TIES

FOOTING TO UPPER GROUND FLOOR

LEVEL

UPPER GROUND FLOOR LEVEL TO

ROOF BEAM

LEVEL C1

10mm Ø TIES @ 4 - 50mm,

4 - 75mm, 4 - 100mm, REST @ 150mm

C2

10mm Ø TIES @ 4 - 50mm,

4 - 75mm, 4 - 100mm, REST @ 150mm

12 - 16mm Ø GRADE 40

8 - 16mm Ø GRADE 40

12 - 20mm Ø GRADE 40

12 - 16mm Ø GRADE 40

0.30

0.30 0.30

0.30

0.30

0.30

0.30

0.30

SCHEDULE OF COLUMNS

DETAILS OF COLUMN AND COLUMN FOOTING

SCALE N. T. S.

1

S 3

(8)

SECTION END - SECT BARS MID - SECT BARS SPACING OF STIRRUPS

B - 1

10 mm Ø D. R. B.

STIRRUPS SPACED 2 - 50mm, 4 - 75mm, 4

- 100mm REST @ 200mm 3 - 16 mm Ø D.R.B.

2 - 16 mm Ø D.R.B.

2 - 10 mm Ø D.R.B.

0.20

0.40

0.20

0.40

2 - 16 mm Ø D.R.B.

3 - 16 mm Ø D.R.B.

2 - 10 mm Ø D.R.B.

B - 2

-DO-

5 - 16 mm Ø D.R.B.

3 - 16 mm Ø D.R.B.

2 - 10 mm Ø D.R.B.

0.20

0.40

0.20

0.40

3 - 16 mm Ø D.R.B.

5 - 16 mm Ø D.R.B.

2 - 10 mm Ø D.R.B.

B - 3

5 - 16 mm Ø D.R.B.

3 - 16 mm Ø D.R.B.

2 - 10 mm Ø D.R.B.

0.25

0.40

3 - 16 mm Ø D.R.B.

5 - 16 mm Ø D.R.B.

2 - 10 mm Ø D.R.B.

B - 4

5 - 25 mm Ø D.R.B.

3 - 25 mm Ø D.R.B.

2 - 10 mm Ø D.R.B.

B - 5

5 - 25 mm Ø D.R.B.

3 - 25 mm Ø D.R.B.

2 - 10 mm Ø D.R.B.

B - 6

3 - 16 mm Ø D.R.B.

5 - 16 mm Ø D.R.B.

2 - 10 mm Ø D.R.B.

B - 7

3 - 16 mm Ø D.R.B.

5 - 16 mm Ø D.R.B.

2 - 10 mm Ø D.R.B.

0.20

0.40

0.30

0.50

5 - 25 mm Ø D.R.B.

3 - 25 mm Ø D.R.B.

2 - 10 mm Ø D.R.B.

0.50

0.30

0.30

0.45

3 - 25 mm Ø D.R.B.

5 - 25 mm Ø D.R.B.

2 - 10 mm Ø D.R.B.

0.30

0.45

-DO-

-DO-

-DO-

-DO-

-DO-

0.20

0.30

3 - 16 mm Ø D.R.B.

5 - 16 mm Ø D.R.B.

2 - 10 mm Ø D.R.B.

0.20

0.30

3 - 16 mm Ø D.R.B.

5 - 16 mm Ø D.R.B.

2 - 10 mm Ø D.R.B.

0.20

0.40

C B

5 - 16 mm Ø D.R.B.

3 - 16 mm Ø D.R.B.

2 - 10 mm Ø D.R.B.

0.20

0.40 -DO-

3 - 16 mm Ø D.R.B.

3 - 16 mm Ø D.R.B.

2 - 10 mm Ø D.R.B.

0.20

0.40

SECTION SUPP. - SECT BARS END - SECT BARS SPACING OF STIRRUPS

SCHEDULE OF BEAMS

RIBDECK DETAIL

RIBDECK REINFORCEMENTS

12MM Ø INTERMEDIATE BARS

@ 300MM O.C. ON L/4

10MM Ø CONT. BAR

@ 300MM O.C.

0.80 mm

100 mm 2.40 kPa

TECHNICAL SPECIFICATION FOR METAL DECK

THICKNESS

SUPERIMPOSED REMARKS AREA

SEE MANUFACTURER'S TECHNICAL SPECIFICATIONS LIVELOAD

MD1

METAL DECK

FOR OFFICES/

Fy = 80,000psi THICKNESS

SLAB LABEL

SLAB

1.65

0.80 1.65 1.50 1.65 1.50 0.80

1.25

0.15

1.25 1.25

9.55

t 0.25 0.50

(METAL DECK) (METAL DECK)

(METAL DECK)

L/4

ALTERNATE BARS 10MM Ø @ 300MM O.C.

B.W.

12MM Ø @ 300MM O.C.

B.W. ON L/4 ONLY

SEE TECHNICAL SPECIFICATION FOR

METAL DECK THICKNESS CONCRETE SLAB

SLAB DETAILS

AT SUPPORT

L/4

SHEAR CONNECTOR:

12 mm Ø R.S.B.

SPACED @ 600 mm O.C.

200 (min)

DETAILS OF METAL DECKING

RB - 1

3 - 16 mm Ø D.R.B.

2 - 16 mm Ø D.R.B.

2 - 10 mm Ø D.R.B. -DO-

0.20

0.30

2 - 16 mm Ø D.R.B.

3 - 16 mm Ø D.R.B.

2 - 10 mm Ø D.R.B.

0.20

0.30

RB - 2

5 - 16 mm Ø D.R.B.

3 - 16 mm Ø D.R.B.

2 - 10 mm Ø D.R.B. -DO-

0.20

0.30

3 - 16 mm Ø D.R.B.

5 - 16 mm Ø D.R.B.

2 - 10 mm Ø D.R.B.

0.20

0.30

SHT NO:

END USER:

CAVITE STATE UNIVERSITY

DIRECTOR PLANNING AND DEVT. OFFICE

PROJECT TITLE/ LOCATION:

S - 4

REC. APPROVAL:

ENDORSED BY: APPROVED BY: IMPLEMENTING AGENCY:

PRES CVSU

O. B. DELOS REYES H. D. ROBLES

VPPD CVSU

M.J. D. TEPORA

PREPARED BY:

J. D. ESCANO

PDU OVPPD

REVIEWED BY:

HEAD PDU

S. B. BAYOT JR.

CONSTRUCTION OF THREE STOREY LEARNING SPACE & CLASSROOM BUILDING

N. A. SEDIGO

M. A. DAGASDAS, JR., MEng, IStructS M.PICE, M.ASEP, M.ISSEP

0.25

0.40

CLASSROOMS

TB

3 - 16 mm Ø D.R.B.

3 - 16 mm Ø D.R.B.

2 - 10 mm Ø D.R.B. -DO-

0.20

0.30

3 - 16 mm Ø D.R.B.

3 - 16 mm Ø D.R.B.

2 - 10 mm Ø D.R.B.

0.20

0.30

(9)

12MM Ø TEMP BARS

@ 150MM O.C. BEND UP BARS 2 OUT 3 @ L/4

10MM Ø BARS 10MM Ø BARS @ 200MM O.C.

10MM Ø BARS NOSING

12MM Ø BARS @ 300MM O.C.

800

12mm Ø ALTERNATE BENT-UP AND STRAIGHT BARS WITH ADDITIONAL TOP BARS 2 OUT OF 3 @ 150mm O.C.

10mm Ø TEMPERATURE BARS @ 200mm O.C.

IN TOP AND BOTTOM LANDING B2

10MM Ø HORIZONTAL BARS

@ 200MM O.C.

10MM Ø VERTICAL BARS

@ 200MM O.C.

16MM Ø TRANSVERSE BARS

@ 200MM O.C. W/ 5-12MM Ø LONGITUDINAL TEMP. BARS

600mm (MIN) 200mm

150mm THK SLAB ON-FILL

FINISHED GROUND FLR

150mm THK SLAB

B2

L / 4

L / 4 VERIFY

VERIFY

10mm Ø TEMPERATURE BARS

@ 200mm O.C.

STRUCTURAL DETAILS OF STAIRCASE

SCALE N. T. S.

3

S 5

CB RB

CONCRETE COLUMN

0.30 1.425 100MM Ø NELTEX PVC ORANGE PIPE

0.10 0.60 0.60

0.30 0.25

0.10 1.10 0.10

12MM THK. BASE PLATE W/

4- 16MM Ø ANCHOR BOLTS

0.10

RB

100MM THK. SLAB W/ 12MM Ø REINF. SP. @ 150MM O.C. B.W.

100MM Ø BRASS STRAINER

0.30 1.20

CONCRETE COLUMN

0.10

OR APPROVED EQUAL

100MM THK. PARAPET W/ 12MM Ø REINF. SP. @ 200MM O.C. B.W.

STRUCTURAL DETAILS OF CONC. GUTTER

SCALE N. T. S.

1

S 5

0.10

0.80

10mm Ø TEMPERATURE BARS SPACED @ 0.15m O.C.

12mm Ø TOP AND BOTTOM BARS SPACED @ 0.15m O.C.

SECTION

F.F.L.

TOP OF CANOPY

STRUCTURAL DETAILS OF CANOPY

SCALE N. T. S.

2

S 5

(10)

7.00 7.00 7.00 21.00

D E F G

TRUSS 1 TRUSS 1 TRUSS 1 TRUSS 1

HT - 2

HT - 2

5.003.503.50

1

12.00

2

3

4

NOTE:

USE THE FOLLOWING:

· 2 - 2 2 1 " x 2 2 1 " x 1 4 " THK. ANGULAR BAR FOR TOP CHORDS, BOTTOM CHORDS, & KING POSTS

· 2 - 2" x 2" x 1 4 " THK. ANGULAR BAR FOR WEB MEMBERS

· 6mm THICK GUSSET PLATES ON ALL JOINTS

· 16mm Ø ROUND BAR CROSS BRACING W/ TURN BUCKLES

· 12mm Ø ROUND BAR SAG ROD AT MIDDLE THIRD

· 50mm x 150mm x 1.5mm CEE PURLINS SPACED

@ 0.60m O.C.

· USE 12mm THK. BASE PLATES

· USE 16mm Ø ANCHOR BOLTS

2.50

EIGHT EQUAL SPACE @ 0.75 = 6.00M.

6.00

2.50

8.49

HT 2

0.25

TRUSS 1

6.23

2.50 0.25

HT 1

HT - 1

1.20

2.50 0.25

HT 3

ROOF FRAMING PLAN

SCALE 1 : 100 MTS.

1

S 6

HT - 3

HT - 3

HT - 3

HT - 3

SHT NO:

END USER:

CAVITE STATE UNIVERSITY

PROJECT TITLE/ LOCATION:

S - 6

REC. APPROVAL:

ENDORSED BY: APPROVED BY: IMPLEMENTING AGENCY:

O. B. DELOS REYES M.J. D. TEPORA H. D. ROBLES

PREPARED BY:

J. D. ESCANO

PDU OVPPD

REVIEWED BY:

S. B. BAYOT JR.

CONSTRUCTION OF THREE STOREY LEARNING SPACE & CLASSROOM BUILDING

N. A. SEDIGO

M. A. DAGASDAS, JR., MEng, IStructS M.PICE, M.ASEP, M.ISSEP

EXISTING ROOF FRAMING

HT - 1

HT - 2

(11)

LED LIGHT BULB, 9W w/

6" SURFACE TYPE VERTICAL ROUND FIXTURE (PL) LED SPOT LIGHT, 100W, IP65 (SL)

1-9W LIGHT TUBE, T5 w/

FIXTURES 2 FT. LENGTH (FL) 2-9W LIGHT TUBE, T5 w/

FIXTURES 2 FT. LENGTH (FL) 1-18W LIGHT TUBE, T8 w/

FIXTURES 4 FT. LENGTH (FL) 2-18W LIGHT TUBE, T8 w/

FIXTURES 4 FT. LENGTH (FL) EMERGENCY LIGHT (EL)

LED EXIT/FIRE EXIT SIGN (FEL)

S 1 ,

S A

ONE GANG SWITCH

S 2 , S AB

TWO GANG SWITCH

S 3

THREE GANG SWITCH THREE WAY SWITCH

CF

CEILING FAN OUTLET

TWO GANG CONVENIENCE OUTLET

18

ACU CONDENSER OUT DOOR UNIT WITH NEMA 3R CIRCUIT BREAKER

18

ACU WALL/FLOOR MOUNTED, SPLIT TYPE, INDOOR UNIT

2.0 mm THHN2

3.5 mm THHN2

CIRCUIT HOMERUN

1LPP1

CIRCUIT NUMBER

PANEL BOARD

SERVICE ENTRANCE

M

KILOWATT HOUR METER

CONCRETE ENCASEMENT CABLE CHAMBER

DISTRIBUTION TRANSFORMER

THREE PIN ACU OUTLET

PRIMARY CONCRETE POLE SERVICE ENTRANCE PEDESTAL WITH DISCONNECTING SWITCH

A.C.

ACU WINDOW TYPE

TRUSS/DOWN GUY SUPPORT

PRIMARY LINE

LEGEND AND SYMBOLS :

PULUNAN BRIDGE BARANGAY OSORIO

BARANGAY HUGO PEREZ

TO

CABEZAS GREEN FORBES

CITY

SHERWOOD HILLS

TO MANGGAHAN

DENR

JOB SITE

GOV. DRIVE

BARANGAY CONCHU TO TMC TOWN PROPER

GOV. DRIVE PNP

CVSU -TRECE

VICINITY MAP :

BRIDGE PANAYSAYAN

GOV. DRIVE

21. THE SIZE OF GENERATOR IS 40% OF THE TOTAL VA LOAD. THIS IS INTENDED TO SUPPLY ELECTRIC POWER FOR LIGHTINGS AND OTHER IMPORTANT APPLIANCES DURING THE POWER INTERRUPTION OF MAIN POWER SOURCE.

S 3W , S a3W

(12)

5.00 3.501.50

4.50 4.50 3.00

3.503.50

1

12.00

12.00

7.00 7.00 7.00

21.00 33.00

2

3

4

A B C D E F G

EXISTING TWO - STOREY SCHOOL BUILDING

5.00 3.501.50

4.50 4.50 3.00

3.503.50

1

12.00

12.00

7.00 7.00 7.00

21.00 33.00

2

3

4

A B C D E F G

EXISTING TWO - STOREY SCHOOL BUILDING

5.00 3.501.50

4.50 4.50 3.00

3.503.50

1

12.00

12.00

7.00 7.00 7.00

21.00 33.00

2

3

4

A B C D E F G

EXISTING TWO - STOREY SCHOOL BUILDING

a a a a

S

ab b b b b

c

S

cd c c c

d d d d

e

S

e

S

f

e e e

f f f f

S

g3W

S

g3W

LPP1ACP1 LPP2ACP2MDP

1LPP1

4LPP1 3LPP1

2LPP1 a

a a a

b b b b

c c c c

d d d d

e e e e

f f f f

1LPP2

4LPP2 3LPP2

S

a

S

b

S

c

S

d

S

ef

2LPP2

h h

h h

h h h

h

S

h

S

g3W

upper ground

g

LPP3ACP3

a a a a

b b b b

c c c c

d d d d

e e e e

f f f f

1LPP3

4LPP3 3LPP3

S

a

S

b

S

c

S

d

S

ef

h h

h h

h h h

h

S

h

S

g3W

second floor

g 2LPP3

S

g3W

lower ground

S

g3W

upper ground

LOWER GROUND FLOOR LIGHTING LAYOUT

SCALE 1 : 125 MTS.

1

E 2

UPPER GROUND FLOOR LIGHTING LAYOUT

SCALE 1 : 125 MTS.

2

E 2

SECOND FLOOR LIGHTING LAYOUT

SCALE 1 : 125 MTS.

3

E 2

SHT NO:

END USER:

CAVITE STATE UNIVERSITY

DIRECTOR PLANNING AND DEVT. OFFICE

PROJECT TITLE/ LOCATION:

E - 2

REC. APPROVAL:

ENDORSED BY: APPROVED BY: IMPLEMENTING AGENCY:

PRES CVSU

O. B. DELOS REYES H. D. ROBLES

VPPD CVSU

M.J. D. TEPORA

PREPARED BY:

PDU OVPPD PROF. ELEC. ENGINEER

R. P. PEÑA

REVIEWED BY:

HEAD PDU

S. B. BAYOT JR.

CONSTRUCTION OF THREE STOREY LEARNING SPACE & CLASSROOM BUILDING

N. A. SEDIGO

R. J. R. SANCHEZ

(13)

5.00 3.501.50

4.50 4.50 3.00

3.503.50

1

12.00

12.00

7.00 7.00 7.00

21.00 33.00

2

3

4

A B C D E F G

EXISTING TWO - STOREY SCHOOL BUILDING

5.00 3.501.50

4.50 4.50 3.00

3.503.50

1

12.00

12.00

7.00 7.00 7.00

21.00 33.00

2

3

4

A B C D E F G

EXISTING TWO - STOREY SCHOOL BUILDING

5.00 3.501.50

4.50 4.50 3.00

3.503.50

1

12.00

12.00

7.00 7.00 7.00

21.00 33.00

2

3

4

A B C D E F G

EXISTING TWO - STOREY SCHOOL BUILDING

LPP2ACP2

LPP3ACP3

LPP1ACP1

6LPP1

5LPP1

6LPP3

6LPP2

5LPP3

5LPP2

LOWER GROUND FLOOR C. O. LAYOUT

SCALE 1 : 125 MTS.

1

E 3

UPPER GROUND FLOOR C. O. LAYOUT

SCALE 1 : 125 MTS.

2

E 3

SECOND FLOOR C. O. LAYOUT

SCALE 1 : 125 MTS.

3

E 3

(14)

5.00 3.501.50

4.50 4.50 3.00

3.503.50

1

12.00

12.00

7.00 7.00 7.00

21.00 33.00

2

3

4

A B C D E F G

EXISTING TWO - STOREY SCHOOL BUILDING

5.00 3.501.50

4.50 4.50 3.00

3.503.50

1

12.00

12.00

7.00 7.00 7.00

21.00 33.00

2

3

4

A B C D E F G

EXISTING TWO - STOREY SCHOOL BUILDING

5.00 3.501.50

4.50 4.50 3.00

3.503.50

1

12.00

12.00

7.00 7.00 7.00

21.00 33.00

2

3

4

A B C D E F G

EXISTING TWO - STOREY SCHOOL BUILDING

LPP2ACP2

LPP3ACP3

LPP1ACP1 A.C. A.C. A.C. A.C.A.C. A.C. A.C. A.C. A.C.A.C.

A.C. A.C. A.C. A.C.A.C.A.C. A.C.

A.C.

1ACP1 2ACP1 3ACP1 4ACP1 5ACP1 6ACP1 1ACP2 2ACP2 3ACP2 4ACP2 5ACP2 6ACP2

1ACP3 2ACP3 3ACP3 4ACP3 5ACP3 6ACP3

LOWER GROUND FLOOR A. C. U. LAYOUT

SCALE 1 : 125 MTS.

1

E 4

UPPER GROUND FLOOR A. C. U. LAYOUT

SCALE 1 : 125 MTS.

2

E 4

SECOND FLOOR A. C. U. LAYOUT

SCALE 1 : 125 MTS.

3

E 4

SHT NO:

END USER:

CAVITE STATE UNIVERSITY

DIRECTOR PLANNING AND DEVT. OFFICE

PROJECT TITLE/ LOCATION:

E - 4

REC. APPROVAL:

ENDORSED BY: APPROVED BY: IMPLEMENTING AGENCY:

PRES CVSU

O. B. DELOS REYES H. D. ROBLES

VPPD CVSU

M.J. D. TEPORA

PREPARED BY:

PDU OVPPD PROF. ELEC. ENGINEER

R. P. PEÑA

REVIEWED BY:

HEAD PDU

S. B. BAYOT JR.

CONSTRUCTION OF THREE STOREY LEARNING SPACE & CLASSROOM BUILDING

N. A. SEDIGO

R. J. R. SANCHEZ

(15)

50 AT,

50AF A B

2 - 8.0 mm² THHN + 1 - 5.5 mm² THW ( ground wire ) IN 25 mm Ø PVC

LPP1

2-2.0 mm² THHN IN 20 mm Ø PVC

02LIGHTING OUTLET 01

LIGHTING OUTLET

A BG

G G

A B

A B G

15AT 15AT

G G

A B

A B G 15AT

2-2.0 mm² THHN IN 20 mm Ø PVC

06

G G

A B

A B G 20AT

G G

A B

A B G

2-2.0 mm² THHN IN 20 mm Ø PVC 2-2.0 mm² THHN

IN 20 mm Ø PVC

LIGHTING OUTLET03 05

LIGHTING OUTLET 04

CONVENIECE OUTLET

SPARE07 08

15AT

20AT

GROUND

MDP

2-3.5 mm² THHN + 1-2.0 mm² THW (G) IN 20 mm Ø PVC

SPARE CONVENIECE OUTLET

2-3.5 mm² THHN + 1-2.0 mm² THW (G) IN 20 mm Ø PVC

50 AT,

50AF A B

2 - 8.0 mm² THHN + 1 - 5.5 mm² THW ( ground wire ) IN 25 mm Ø PVC

LPP2

2-2.0 mm² THHN IN 20 mm Ø PVC

02LIGHTING OUTLET 01

LIGHTING OUTLET

A BG

G G

A B

A B G

15AT 15AT

G G

A B

A B G 15AT

2-2.0 mm² THHN IN 20 mm Ø PVC

06

G G

A B

A B G 20AT

G G

A B

A B G

2-2.0 mm² THHN IN 20 mm Ø PVC 2-2.0 mm² THHN

IN 20 mm Ø PVC

LIGHTING OUTLET03 05

LIGHTING OUTLET 04

CONVENIECE OUTLET

SPARE07 08

15AT

20AT

GROUND

MDP

2-3.5 mm² THHN + 1-2.0 mm² THW (G) IN 20 mm Ø PVC

SPARE CONVENIECE OUTLET

2-3.5 mm² THHN + 1-2.0 mm² THW (G) IN 20 mm Ø PVC

50 AT,

50AF A B

2 - 8.0 mm² THHN + 1 - 5.5 mm² THW ( ground wire ) IN 25 mm Ø PVC

LPP3

2-2.0 mm² THHN IN 20 mm Ø PVC

02LIGHTING OUTLET 01

LIGHTING OUTLET

AB G

G G

A B

A B G

15AT 15AT

G G

A B

A B G 15AT

2-2.0 mm² THHN IN 20 mm Ø PVC

06

G G

A B

A B G 20AT

G G

A B

A B G

2-2.0 mm² THHN IN 20 mm Ø PVC 2-2.0 mm² THHN

IN 20 mm Ø PVC

LIGHTING OUTLET03 05

LIGHTING OUTLET 04

CONVENIECE OUTLET

SPARE07 08

15AT

20AT

GROUND

MDP

2-3.5 mm² THHN + 1-2.0 mm² THW (G) IN 20 mm Ø PVC

SPARE CONVENIECE OUTLET

2-3.5 mm² THHN + 1-2.0 mm² THW (G) IN 20 mm Ø PVC

125 AT,

200AF A B

2 - 38.0 mm² THHN + 1 - 14.0 mm² THW ( ground wire ) IN 32 mm Ø PVC

ACP1

01 02 ACU

A BG

G G

A B

A B G 30AT

G G

A B

A B G

06

G G

A B

A B G

G G

A B

A B G

03 05

04

SPARE07 08

GROUND

MDP

SPARE

2-5.5 mm² THHN + 1-3.5 mm² THW (G) IN 20 mm Ø PVC

ACU ACU

30AT

30AT 2-5.5 mm² THHN + 1-3.5 mm² THW (G)

IN 20 mm Ø PVC 2-5.5 mm² THHN + 1-3.5 mm² THW (G) IN 20 mm Ø PVC

30AT

30AT

30AT

ACU

ACU

ACU

2-5.5 mm² THHN + 1-3.5 mm² THW (G) IN 20 mm Ø PVC

2-5.5 mm² THHN + 1-3.5 mm² THW (G) IN 20 mm Ø PVC

2-5.5 mm² THHN + 1-3.5 mm² THW (G) IN 20 mm Ø PVC

125 AT,

200AF A B

2 - 38.0 mm² THHN + 1 - 14.0 mm² THW ( ground wire ) IN 32 mm Ø PVC

ACP2

01 02 ACU

A BG

G G

A B

A B G 30AT

G G

A B

A B G

06

G G

A B

A B G

G G

A B

A B G

03 05

04

SPARE07 08

GROUND

MDP

SPARE

2-5.5 mm² THHN + 1-3.5 mm² THW (G) IN 20 mm Ø PVC

ACU ACU

30AT

30AT 2-5.5 mm² THHN + 1-3.5 mm² THW (G)

IN 20 mm Ø PVC 2-5.5 mm² THHN + 1-3.5 mm² THW (G) IN 20 mm Ø PVC

30AT

30AT

30AT

ACU ACU

ACU

2-5.5 mm² THHN + 1-3.5 mm² THW (G) IN 20 mm Ø PVC

2-5.5 mm² THHN + 1-3.5 mm² THW (G) IN 20 mm Ø PVC

2-5.5 mm² THHN + 1-3.5 mm² THW (G) IN 20 mm Ø PVC

125 AT,

200AF A B

2 - 38.0 mm² THHN + 1 - 14.0 mm² THW ( ground wire ) IN 32 mm Ø PVC

ACP3

01 02 ACU

AB G

G G

A B

A B G 30AT

G G

A B

A B G

06

G G

A B

A B G

G G

A B

A B G

03 05

04

SPARE07 08

GROUND

MDP

SPARE

2-5.5 mm² THHN + 1-3.5 mm² THW (G) IN 20 mm Ø PVC

ACU ACU

30AT

30AT 2-5.5 mm² THHN + 1-3.5 mm² THW (G)

IN 20 mm Ø PVC 2-5.5 mm² THHN + 1-3.5 mm² THW (G) IN 20 mm Ø PVC

30AT

30AT

30AT

ACU

ACU

ACU

2-5.5 mm² THHN + 1-3.5 mm² THW (G) IN 20 mm Ø PVC

2-5.5 mm² THHN + 1-3.5 mm² THW (G) IN 20 mm Ø PVC

2-5.5 mm² THHN + 1-3.5 mm² THW (G) IN 20 mm Ø PVC

300 AT,

300AF A B

2 - 175.0 mm² THHN + 1 - 30.0 mm² THW ( ground wire ) IN 65 mm Ø RSC

MDP

01 02

A BG

G G

A B

A B G 50AT

G G

A B

A B G

06

G G

A B

A B G

G G

A B

A B G

03 05

04

07 08

GROUND

SPARE

50AT

125AT 2-8.0 mm² THHN + 1-5.5 mm² THW (G)

IN 25 mm Ø PVC

50AT

125AT

125AT

LPP2 ACP1

ACP3

2-8.0 mm² THHN + 1-5.5 mm² THW (G) IN 25 mm Ø PVC

2-38.0 mm² THHN + 1-14.0 mm² THW (G) IN 32 mm Ø PVC

SERVICE

LPP1

LPP3 ACP2 FACP

2-2.0 mm² THHN 15AT IN 20 mm Ø PVC 2-8.0 mm² THHN + 1-5.5 mm² THW (G) IN 25 mm Ø PVC

2-38.0 mm² THHN + 1-14.0 mm² THW (G) IN 32 mm Ø PVC

2-38.0 mm² THHN + 1-14.0 mm² THW (G) IN 32 mm Ø PVC

SCHEDULE OF LOADS AND COMPUTATION

300AT, 300AF, 2P

UPPER GROUND FLOOR

LOWER GROUND FLOOR

MDP

LPP2 ACP2

MTS 2 - 300AT, 300AF, 2P

50AT, 50AF, 2P 125AT, 200AF, 2P

25kVA, 230V, 2P GENERATOR

M

KWH ELECTRIC METER

FACP

15AT, 50AF, 2P

SECOND FLOOR SERVICE ENTRANCE

MERALCO

2 -175.0 mm² THHN

1 - 30.0 mm² THW (G)

RSC, 65 mm Ø

2 -175.0 mm² THHN

1 - 30.0 mm² THW (G)

RSC, 65 mm Ø

2 -175.0 mm² THHN

1 - 30.0 mm² THW (G)

RSC, 65 mm Ø

2 -8.0 mm² THHN

1 - 5.5 mm² THW (G)

PVC, 25 mm Ø

2 -2.0 mm² THHN

PVC, 20 mm Ø LPP1 ACP1

50AT, 50AF, 2P 125AT, 200AF, 2P 2 -8.0 mm² THHN

1 - 5.5 mm² THW (G)

PVC, 25 mm Ø

2 -38.0 mm² THHN

1 - 14.0 mm² THW (G) PVC, 32 mm Ø 2 -38.0 mm² THHN

1 - 14.0 mm² THW (G)

PVC, 32 mm Ø

LPP3 ACP2

50AT, 50AF, 2P 125AT, 200AF, 2P 2 -8.0 mm² THHN

1 - 5.5 mm² THW (G)

PVC, 25 mm Ø

2 -38.0 mm² THHN

1 - 14.0 mm² THW (G)

PVC, 32 mm Ø

ENTRANCE

SINGLE LINE DIAGRAM & PANEL BOARD DETAILS

SCALE N. T. S.

1

E 5

(16)

EXISTING TWO-STOREY SCHOOL BUILDING

PROPOSED TWO-STOREY LEARNING SPACE &

CLASSROOM BUILDING

14.08

46.76

37.20

7.20

12.00 20.07

19.83

EXISTING TWO-STOREY MODULAR BUILDING

MDP

CP 1 CP 2

CP 3

CP 4

CP 5

CP 6

CP 7

ELECTRICAL SERVICE LINE LAYOUT

SCALE 1 : 250 MTS.

1

E 6

SHT NO:

END USER:

CAVITE STATE UNIVERSITY

DIRECTOR PLANNING AND DEVT. OFFICE

PROJECT TITLE/ LOCATION:

E - 6

REC. APPROVAL:

ENDORSED BY: APPROVED BY: IMPLEMENTING AGENCY:

PRES CVSU

O. B. DELOS REYES H. D. ROBLES

VPPD CVSU

M.J. D. TEPORA

PREPARED BY:

PDU OVPPD PROF. ELEC. ENGINEER

R. P. PEÑA

REVIEWED BY:

HEAD PDU

S. B. BAYOT JR.

CONSTRUCTION OF THREE STOREY LEARNING SPACE & CLASSROOM BUILDING

N. A. SEDIGO

R. J. R. SANCHEZ

(17)

5.00 3.501.50

4.50 4.50 3.00

3.503.50

1

12.00

12.00

7.00 7.00 7.00

21.00 33.00

2

3

4

A B C D E F G

EXISTING TWO - STOREY SCHOOL BUILDING

5.00 3.501.50

4.50 4.50 3.00

3.503.50

1

12.00

12.00

7.00 7.00 7.00

21.00 33.00

2

3

4

A B C D E F G

EXISTING TWO - STOREY SCHOOL BUILDING

5.00 3.501.50

4.50 4.50 3.00

3.503.50

1

12.00

12.00

7.00 7.00 7.00

21.00 33.00

2

3

4

A B C D E F G

EXISTING TWO - STOREY SCHOOL BUILDING

FACP

E L R

TO FACP F

B

E L R

TO FACP F

B B

TO FACP F

E L R

LOWER GROUND FLOOR FDAS LAYOUT

SCALE 1 : 125 MTS.

1

1

UPPER GROUND FLOOR FDAS LAYOUT

SCALE 1 : 125 MTS.

2

SECOND FLOOR FDAS LAYOUT

SCALE 1 : 125 MTS.

3

1

EC 1

EC EC

(18)

a. SMOKE DETECTION ( RECONFIRMATION ) b. MANUAL PULL STATION.

FIRE ALARM SYSTEM SHALL BE FULLY ADDRESSABLE TYPE WITH CLASS A WIRING FOR RISER.

THE COMPLETE FIRE ALARM SYSTEM SHALL BE

FURNISHED/INSTALLED BY FIRE ALARM CONTRACTOR COMPLETE SYSTEM FOR OPERATION INCLUDING EQUIPMENT AND WIRINGS.

THE FIRE ALARM RISER DIAGRAM CAN BE MODIFY BY

CONTRACTOR/SUPPLIER TO SUIT WITH THE SUPPLIED EQUIPMENT.

ADDITONAL SMOKE DETECTOR SHALL BE PROVIDED BY TENANT WHICH WILL INCLUDE WIRING AND CONDUIT FOR ADDITIONAL ADDRESSABLE CONTROL DEVICES IN THE FDAS CONTROL PANEL.

FDAS SUPPLIER/CONTRACTOR SHALL BE PROPERLY COORDINATED IN ANY CHANGES IN THE SMOKE DETECTOR LAYOUT AS WELL AS WIRING CONNECTIONS.

FS

FACP B

WIRING SHALL BE UNSHIELDED 2.0mm² THHN FDAS CABLE IN 20mmØ PVC PIPE.

SMOKE DETECTOR FIRE ALARM BELL

FIRE ALARM MANUAL STATION (FS)

SYMBOL DESCRIPTIONS

SMOKE DETECTOR

HEAT DETECTOR

FIRE ALARM MANUAL STATION

FIRE ALARM BELL OUTLET

HOMERUN TO FACP

END OF LINE RESISTOR - ELR

FIRE ALARM CONTROL PANEL

2-2.0 mm², THHN 20 mm Ø C.

"FACP"

FINISHED GRADE LINE GROUND FLOOR LEVEL

TO MDP NOTE:

HASHMARKS DENOTE NUMBER OF 2.0mm²

THHN

B

FS

TO "FACP"

20mmØ C (TYPICAL)

TO "FACP"

20mmØ (TYPICAL)

"PB"

20mmØ C (TYPICAL)

SD/HD

3 SETS HD

B

FS

20mmØ C (TYPICAL)

20mmØ (TYPICAL)

"PB" SD/HD

3 SETS HD

B

FS

20mmØ C (TYPICAL)

20mmØ (TYPICAL)

"PB" SD/HD

3 SETS HD

V E R I F Y H E I G H T S

FIRE ALARM SYSTEM RISER DIAGRAM (FDAS)

SCALE N. T. S.

1

EC 2

(SHOWING MANUAL STATIONS, BELLS AND SMOKE DETECTORS)

SHT NO:

END USER:

CAVITE STATE UNIVERSITY

DIRECTOR PLANNING AND DEVT. OFFICE

PROJECT TITLE/ LOCATION:

EC - 2

REC. APPROVAL:

ENDORSED BY: APPROVED BY: IMPLEMENTING AGENCY:

PRES CVSU

O. B. DELOS REYES H. D. ROBLES

VPPD CVSU

M.J. D. TEPORA

PREPARED BY:

PDU OVPPD PROF. ELEC. ENGINEER

R. P. PEÑA

REVIEWED BY:

HEAD PDU

S. B. BAYOT JR.

CONSTRUCTION OF THREE STOREY LEARNING SPACE & CLASSROOM BUILDING

N. A. SEDIGO

R. J. R. SANCHEZ

(19)

5.00 3.501.50

4.50 4.50 3.00

3.503.50

1

12.00

12.00

7.00 7.00 7.00

21.00 33.00

2

3

4

A B C D E F G

EXISTING TWO - STOREY SCHOOL BUILDING

5.00 3.501.50

4.50 4.50 3.00

3.503.50

1

12.00

12.00

7.00 7.00 7.00

21.00 33.00

2

3

4

A B C D E F G

EXISTING TWO - STOREY SCHOOL BUILDING

5.00 3.501.50

4.50 4.50 3.00

3.503.50

1

12.00

12.00

7.00 7.00 7.00

21.00 33.00

2

3

4

A B C D E F G

EXISTING TWO - STOREY SCHOOL BUILDING

LOWER GROUND FLOOR FIRE HOSE CABINET LAYOUT

SCALE 1 : 125 MTS.

1

1

UPPER GROUND FLOOR FIRE HOSE CABINET LAYOUT

SCALE 1 : 125 MTS.

2

SECOND FLOOR FIRE HOSE CABINET LAYOUT

SCALE 1 : 125 MTS.

3

M

M 1

1

M

(20)

TO THE NEXT FLOOR

FROM FIRE DEPARTMENT CONNECTION

BLIND FLANGE

PRESSURE GAGE 90MMØ WATER FLOW

SWITCH

65MMØ

PRESSURE GAGE AT THE TOP OF ROOF DECK

PCV FEED MAIN

75MMØ 75MMØ

UPPER GROUND FLOOR

LOWER GROUND FLOOR

FDC

FEED MAIN

PCV

PRESSURE GAUGE WATER FLOW SWITCH

FEED MAIN

PCV

PRESSURE GAUGE WATER FLOW SWITCH

75MMØ75MMØ

65MMØ 65MMØ

SECOND FLOOR FEED MAIN

PCV

PRESSURE GAUGE WATER FLOW SWITCH

65MMØ

PRESSURE GAUGE

75MMØ

2-65MM Ø X 15OMM Ø FIRE DEPT. CONNECTION PIPE SLEEVE

CHECK VALVE

AUTOMATIC DRIP PIPE HEADER

40MM Ø X 30M LONG SINGLE JACKET FIRE HOSE

40MM Ø ANGLE VALVE

65MM Ø PIPE HOSE VALVE

5KG MULTI-PURPOSE FIRE EXTINGUISHER

1.50KG CO2 FIRE EXTINGUISHER

WALL WALL BRACKET

RISER DIAGRAM OF FIRE PROTECTION SYSTEM

SCALE N. T. S.

1

2

M SUPERVISORY FLOOR CONTROL VALVE ASSEMBLY DETAILS

SCALE N. T. S.

2

2 M

SHT NO:

END USER:

CAVITE STATE UNIVERSITY

DIRECTOR PLANNING AND DEVT. OFFICE

PROJECT TITLE/ LOCATION:

M - 2

REC. APPROVAL:

ENDORSED BY: APPROVED BY: IMPLEMENTING AGENCY:

PRES CVSU

O. B. DELOS REYES H. D. ROBLES

VPPD CVSU

M.J. D. TEPORA

PREPARED BY:

PDU OVPPD PROF. ELEC. ENGINEER

R. P. PEÑA

REVIEWED BY:

HEAD PDU

S. B. BAYOT JR.

CONSTRUCTION OF THREE STOREY LEARNING SPACE & CLASSROOM BUILDING

N. A. SEDIGO

R. J. R. SANCHEZ

(21)

GATE VALVE

CHECK VALVE

WATER FLOW SWITCH

TEE

CONNECTION

OS &Y GATE VALVE WITH MONITOR SWITCH

PIPING SYSTEM

SIDE WALL SPRINKLER

s PENDENT/UPRIGHT SPRINKLER PRESSURE RELIEF

VALVE

END CAP ELBOW

CONNECTION

s

HCFC

SMOKE DETECTOR FIRE EXTINGUISHER

EAGLE HCFC 123

(dichlorotriflouroethane)

Ceilinf Type Fire Extinguisher, Stored Pressure type

JP

PRESSURE REDUCING VALVE

PRV FP

JOCKEY PUMP FIRE PUMP

FA FIRE ALARM B BELL

PG PRESSURE GAUGE

PCV PRESSURE CONTROL VALVE W/

SUPERVISORY SWITCH WATER FLOW SWITCH

WFS

GV

SWING TYPE CHECK VALVE

RN

WAFER TYPE CHECK VALVE

BUTTERFLY VALVE , WAFER TYPE

GATE VALVE, RISING STEM

GV

CONCENTRIC INCREASER, OPTIONAL

C.I.

RISER NIPPLE

ER

GATE VALVE, RISING STEM

CV

ECCENTRIC REDUCER.

OPTIONAL

WCV BFV

SG SIGHT GLASS

FIRE DEPARTMENT CONNECTION

FDC

1. INSTALLATION OF FIRE SPRINKLER SYSTEM SHALL CONFORM TO NFPA-13 REQUIREMENTS.

2. COORDINATE WITH OTHER WORKS, INCLUDING THE

PLUMBING PIPING AS NECESSARY TO INTERFACE COMPONENTS OF FIRE PROTECTION PIPING PROPERLY WITH OTHER WORKS

3. SPRINKLER SHALL BE SPACED NOT LESS THAN 6 FT (1.8 M) ON CENTERS.

4. PROVIDE 10 LBS HALOTRON PORTABLE FIRE EXTINGUISHERS TO ALL ELECTRICAL ROOM AND TO OTHER ROOM OF THE SAME USAGE.

5. ALL PIPES SHALL BE PROVIDED WITH THE PIPE SLEEVE THROUGH BEAMS, WALL, AND FLOORS.

6. PROVIDE AT LEAST ONE (1) HANGER BETWEEN EACH TWO (2) BRANCH LINES.

7. LATERAL AND LONGITUDINAL SWAY BRACES SPACED AT MAXIMUM OF 12.2 M AND 24 M ON CENTER RESPECTIVELY SHALL BE PROVIDED AT ALL PIPE LINES WITH DIAMETER OF 150 MM AND LARGER.

8. PROVIDE FLANGE CONNECTION AT MAXIMUM INTERVAL OF 12 METERS.

9. ALL PORTABLE FIRE EXTINGUISHERS INSIDE FIRE HOSE CABINET (FHC) SHALL BE CLASS "ABC" DRY CHEMICAL UNLESS OTHERWISE

SPECIFIED.

10. PROVIDE 50 LBS WHEELED TYPE HALOTRON PORTABLE FIRE EXTINGUISHER IN TRANSFORMER VAULTS.

11. WHERE SPRINKLER PASSES THROUGH SEISMIC SEPARATION ASSEMBLIES, FLEXIBLE SHALL BE PROVIDED.

12. PROVIDE AUXILIARY DRAIN FOR TRAPPED SECTION AS REQUIRED BY NFPA-13.

LEGEND AND SYMBOLS : GENERAL NOTES:

13. THE DISTANCE BETWEEN THE HANGER AND

CENTER OF LINE OF AN UPRIGHT SPRINKLER HEAD SHALL NOT BE LESS THAN 76 MM.

14. PROVIDE NECESSARY EARTHQUAKE PROTECTION AS REQUIRED UNDER NFPA-13 AND APPLICABLE

BUILDING CODE.

15. PIPING SHALL BE CONCEALED IN AREAS WITH DROP CEILINGS.

16. INSTALL IRON PIPE SLEEVES OF AMPLE DIAMETER AT ALL POINTS WHERE PIPES PENETRATE BEAMS, FLO0R OR WALLS. SIZE AND INSTALL SO THAT THE PIPES ARE NOT STRESSED.

17. SLEEVES SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF WALLS OR POURING OF CONCRETE. INSTALL SLEEVES FLUSH WITH ALL SURFACES.

18. THE CONTRACTOR MUST SUBMIT SHOP DRAWING INDICATING ACTUAL DIMENSIONAL SIZES, OPERATING WEIGHTS, AND SUFFICIENT CLEARANCES TO

FACILITATE NORMAL SERVICE AND MAINTENANCE, HOWEVER, SHOULD ACTUAL EQUIPMENT PHYSICALLY DIFFER FROM THOSE SHOWN ON THE PLANS, THE

CONTRACTOR SHOULD NOTIFY THE ARCHITECT IN WRITING.

19. ALL MECHANICAL WORKS SHALL BE DONE IN

ACCORDANCE WITH THE RULES AND REGULATION OF THE LATEST EDITION OF THE PHILIPPINE MECHANICAL CODE.

20. ALL MECHANICAL WORKS SHALL BE DONE UNDER

THE DIRECT AND IMMEDIATE SUPERVISOR OF A DULY

LICENSED REGISTERED MECHANICAL ENGINEER.

(22)

STORM DRAINAGE LAYOUT

SCALE 1 : 75 MTS.

1

P 1

5.00 3.50 1.50

4.50 4.50 3.00

3.50 3.50

1

12.00

12.00

7.00 7.00 7.00

21.00 33.00

2

3

4

A B C D E F G

EXISTING TWO - STOREY SCHOOL BUILDING

SHT NO:

END USER:

CAVITE STATE UNIVERSITY

DIRECTOR PLANNING AND DEVT. OFFICE

PROJECT TITLE/ LOCATION:

CONSTRUCTION OF THREE STOREY

LEARNING SPACE & CLASSROOM BUILDING P - 1

REC. APPROVAL:

ENDORSED BY: APPROVED BY: IMPLEMENTING AGENCY:

PRES CVSU

O. B. DELOS REYES H. D. ROBLES

VPPD CVSU

M.J. D. TEPORA

PREPARED BY:

J. D. ESCANO

PDU OVPPD

N. A. SEDIGO

REVIEWED BY:

HEAD PDU

S. B. BAYOT JR.

6" Ø RCP

CB CB CB CB CB CB

CB CB CB

CB CB CB CB CB

CB

6" Ø RCP 8" Ø RCP 8" Ø RCP 8" Ø RCP

10" Ø RCP 10" Ø RCP 10" Ø RCP 15" Ø RCP

6" Ø RCP 8" Ø RCP

6" Ø RCP 8" Ø RCP 10" Ø RCP 10" Ø RCP

OUTLET CONNECTION TO CREEK

0.25

0.50

0.50

10mm THICK CONCRETE COVER W/ 10mm∅ HANDLE BAR

6''∅ (min) PVC STORM DRAIN PIPE

OUTLET PIPE INLET PIPE

OUTLET PIPE

INLET PIPE

10mm THICK SLAB W/ 10mm∅

REINFORCED BARS B.W.

0.25

CATCH BASIN/JUNCTION BOX DETAILS

SCALE N. T. S.

2

P 1

Mga Sanggunian

NAUUGNAY NA DOKUMENTO