structural design notes, standard drawings & …

— LINTEL END BLOCK x WI 2-012mm VERTICAL REINF.

2.

L._

WINDOW OPENING

ly

!CONCURRED BY: RECOMMENDING APPROVAL APPROVED BY:

OIREGTCR OEUERAL

DIR. J Auk OROZCO I • f

OFFICE Of -RECTOR GENERAL

rTECHNICA

ALN EDUCATION

DD UCATION

SKILLS DEVELOPMENT AUTHORITY

REVIEWED AS TO PLAN.

PROPOSED TESDA INNOVATION CENTER - NCR

1.,7101,6 c.. C.

STRUCTURAL DESIGN NOTES, STANDARD DRAWINGS & SPECIFICATIONS

Eby

LEGEND (ITEM 3) S)=100 MM O.C. Sh=100 mm 0 C

(SEE APPLICABLE ONLY FOR S) AND Sh) SY=150 mm O.C.

(USE 012mm TIES) H=FLOOR TO FLOOR HEIGHT OF COLUMN Lv = H2 = PART OF COLUMN BEYOND

CONFINEMENT REGION Lo = HI = CONFINEMENT REGION

OKI

00 DEG HOOK

COLUMN VER-ICAL REINFORCEMENT

PROVIDE 12mm0 EXTRA TIES @ 150 MM 0 C

WHEN USED. LOCATE LAP SPLICE NEAR MID-HEIGHT OF COLUMN BUT NOT CLOSER THAN THE MAXIMUM COLUMN DIMENSION FROM THE FACE OF JOINT

MINIMUM STAGGERED SPACING 'WHEW WELDED SPLICES OR MECHANICAL CONNECTOR ARE USED

SW--SPACING INDICATED ON COLUMN SCHEDULE

Sh=ONE-FOURTH OF THE -4. MINIMUM COLUMN DIMENSION "• BUT NOT MORE THAN 100 MM

4O

g

in';

S

2

UNDLED COL. REINF. ONSISTING OF LANTED EINF. CUT-OFF UNDLED • R REINF. AS SHOWN

es

LINTEL BEAM W/ 2-012mm CONTINUOUS HORIZONTAL REINFORCEMENTS

CHB WALL

2-012mm ADDITIONAL VERTICAL BARS

g

nTi

CHB VERTICAL REINF (SEE SCHED. OF REINF.)

•-•

CHB VERT REINF. DOWELS (TO MATCH VERT. REINF.)

CHB WALL CHB VERTICAL REINF. (SEE SCHED OF REINF )

CHB

-4

—

—

CHB VERT. REINF. DOWELS (TO MATCH VERT. REINF.)

CHB WALL

SUSPENDED SLAB

LINE OF DEPRESSED SLAB 00 OTHER SIDE WHEN REQUIRED

WALL BASE REINFORCING WALL BASE REINFORCING AT FLAT FLOOR AT FLOOR W/ DEPRESSION

PROVIDE 12=11110 EXTRA 40Q, TIES 100 MM O.C.

,400„,

.LA L.

DOOR

LINTEL END BLOCK., OPENING

W/ 2-012mm VERTICAL REINF.

DETAIL OF REINFORCEMENTS OF TIED COLUMN AT TOP

TYPICAL TIED COLUMN BAR DETAIL (ITEM 5)

TYPICAL RECTANGULAR TIED COLUMN REINFORCEMENT DETAIL (FIGURE 10)

FLR. LEV. FLR. LEV.

DOOR OPENING ELEVATION WINDOW OPENING ELEVATION

NOTE OMIT EXTRA REINF. FOR OPENING LESS THAN 200MM VERT & 400MM HOR.

ELASTIC SEALANT

CONCRETE FILLER

PIPE SLEEVE REQUIRED

ELASTIC SEALANT EACH SIDE

CONCRETE FILLER -&6-

CHB WALL REINF. SEE SCHEDULE TABLE-1

CHB WALL

LINTEL BLOCK WI 2-012 CONT. HORIZONTAL REINF.

-• CONCRETE EXTENSION

LINTEL END BLOCK WHEN REQUIRED

2-012 VERTICAL

2-012 CONT. REINFORCEMENT

PIPE

O a -

-• CHB WALL

PIPE SLEEVE

COMPRESSIBLE MATERIALS

CHB WALL

CHB WALL

CHB WALL REINF. CHB WALL REINF. SEE SCHEDULE TABLE-1 SEE SCHEDULE TABLE-1

SECTION D D

SECTION A -A

SECTION B B

SECTION C C

PIPE SLEEVE THRU WALL OTHER MASONRY DETAILS

SHEET NO.

S-3

0.25 kPa 0.023 LP.... 158 kPa 025 kPa

a. CEILING b. CONCRETE c. FINISHES G. PARTITIONS ----- 6.09 IrPa

4.80 kPa 1.90 kPa 1.90 kPa

c. LIGHT STORAGE A. STAIRWAYS e. ROOFING f. ROOMS

38 KSI 36 KSI 38 KSI 105 KSI 105 KSI 36 KSI 8000 PSI

A 500 ( GRADE 8) A 53 (TYPE E. GR. B) A 38 A 325 A 325 A 36 C 1107

STRUCTURAL TUBING STEEL PIPE OTHER ROLED PLATES/SHAPES CONNECTION BOLTS ANCHOR BOLTS THREADED RODS NONSHRINK GROUT

STRUCTURAL DESIGN NOTES, STANDARD DRAWINGS & SPECIFICATIONS

DESIGN STRESSES a. CONCRETE

1 UNLESS OTHERWISE INDICATED IN PLANS OR NOTED IN THE SPECIFICATIONS THE MINIMuni 28-DAYS CYLINDER COMPRESSIVE STRENGTH OF CONCRETE fc. SHALL BE AS FOLLOWS.

1.1 FOR COLUMN/BEAhIS 12 FOR SUSPENDED SLAB 1 3 FOR FOOTINGS 14 FOR WALL FOOTINGS 1 5 FOR SLAB-ON-GRADE/FILL. PARAPET WALLS.

GUTTERS AND OTHER STRUCTURAL ELEMENTS 1.6 fm • MASONRY

27.60 Mpa (4.000 PM) 27.60 Aida (4.000 POI) 27.60 Mpo (4.000060 20.70 Mpa (3.000 psi) 20.70 Mpa (3.000 Par)

5.18151Pa ( 750 pod

STRUCTURAL ELEAIENT DESIGNATION

ALT. ALTERNATE CS COLUMN STRIP B.W. BOTH WAYS CU. M CUBIC METER 213-1 BEAM MARK db BAR DIAMETER BB /13 BOTTOM BAR DIA. or 0 DIAMETER BM BOTTOM MOST BAR E.F. EACH FACE C•1 COLUMN MARK E.W. EACH WAY CB-1 CANTILEVER BEAM/CORBEL EA EACH CHB CONCRETE HOLLOW BLOCK EQ. EQUAL C.O.C. CENTER ON CENTER ISO. JT. ISOLATION JOINT COL. COLUMN kN KILONEWTON CONC. CONCRETE kPA KILOPASCAL CONT. CONT1NOUS Km KIPS PER SQUARE INCH

4 ,:.> TECHNICAL EDUCATION

tli cid, r SKILLS DETLOPMENT AUTHORITY

APPROVED

SEC. ISIDRO S. NA, PHD., CSEE INREchaft GENERAL

PROJECT TITLE


CONCURRED 8Y RECOMMENDING APPROVAL

01100 SLEEVE SHALLIE ALLOWED IN THIS ZONE

NESPIPESLADVE SHAII-BE ALLOWED IN THIS ZONE

1/4 1/4 L/2 UMIT LOCATION OF PIPE SLEEVE

K. NOTES ON BEAMS AND GIRDERS UNLESS OTHERWISE NOTED IN PLANS OR SPECIFICATIONS CAMBER ALL BEAMS AT LEAST Ernm FOR EVERY 4500mm OF SPAN EXCEPT FOR CANTILEVERS FOR WHICH THE CAMBER SHALL BE AS NOTED IN THE PLANS OR AS ORDERED BY THE STRUCTURAL ENGINEERS BUT IN NO CASE LESS THAN 19mm FOR EVERY 3000mm OF FREE SPAN

2 IF THERE ARE TWO OR MORE LAYERS OF LONGITUDINAL REINFORCING BARS IN A BEAM OR GIRDER. USE SEPARATORS OF A SIZE NOT LESS THAN 25ntrn BARS SPACED ABOUT 900mm ON CENTER. IN NO CASE SHALL THERE BE LESS THAN TWO (2) SEPARATORS BETWEEN LAYERS OF BARS

3 LONGITUDINAL REINFORCING BARS SHALL BE PLACED SYMMETRICALLY ABOUT THE VERTICAL CENTER LINE OF THE BEAM OR GIRDER SECTION WHERE POSSIBLE WITH UPPER LAYER BARS PLACED DIRECTLY ABOVE THOSE IN THE BOTTOM LAYER.

A BEAM REINFORCING BARS BOTH TOP AND BOTTOM, TERMINATING IN A WALL. SHALL EXTEND AT THE MOST 50mrn FROM THE FAR FACE OF THE WALL AND SHALL TERMINATE IN A STANDARD 90. HOOK.

5 LONGITUDINAL REINFORCEMENT OF GIRDERS. BOTH TOP AND BOTTOM. TERMINATED IN A COLUMN SHALL BE EXTENDED TO THE FAR FACE OF THE CONFINED CONCRETE CORE OF THE COLUMN AND TERMINATED BY A STANDARD Kr HOOK

6 GENERALLY. NO LAP SPLICE SHALL BE PERMITTED ON BEAMS AND GIRDERS AT POINT WHERE CRITICAL BENDING STRESSES OCCUR. IN ADDITION. FOR GIRDERS. NO LAP SPUCE SHALL BE LOCATED WITHIN THE JOINTS OR WITHIN A DISTANCE EQUAL TO TWICE THE MEMBER DEPTH FROM THE FACE OF THE JOINT

7 PROVIDE LAP SPUCES IN GIRDERS WITH HOOP REINFORCEMENT OVER THE LENGTH OF THE LAPPED BARS SPACED NO FARTHER THAN ONE-FOURTH THE NOMINAL DEPTH. OR 100mm

8 SEE MECHANICAL. PLUMBING. ELECTRICAL AND FIRE PROTECTION DRAWINGS FOR ALL SUSPENDED AND EMBEDDED PIPING. CONDUITS. DUCTWORKS. EQUIPMENTS. ETC.

PIPE AND DUCT SLEEVES SHALL BE LOCATED WITHIN THE REGION BOUNDED BY ONE-FOURTH OF CLEAR SPAN LENGTH FROM THE SUPPORTS. (SEE FIGURE 111

SECTION

USE 2011Im0 BARS FOR BEAM WIDTH OF 250mm OR THICKER AND 113mrn0 BARS FOR BEAM WIDTH OF 200mm OR LESS (EACH FACE)

SPOT DETAIL

TYPICAL PIPE SLEEVE DETAILS (FIGURE II)

NOTES:

1. SEEK STRUCTL ENGINEERS APPROVAL FOR PIPE SLEEVES W/ DIAMETERS BIGGER THAN THE MAXIMUM STIPULATED

2. PIPE SLEEVES SHALL BE LOCATED WITHIN TENSION ZONES OF BEAM.

BEAM CONSTRUCTION JOINT DETAIL

-• BEAM / SLAB / COLUMN

012 DOWEL BAR (WHERE INTERIORIEXTERIOR

or-. WALL OCCURS)

POLYURETHANE SEALANT WITH BACKER ROD ON BOTH SIDE

CHB WALL REINF. SEE SCHEDULE TABLE-I

-• ON BOTH SIDE

WALL SUPPORT AT BOTTOM OF BEAM/SLAB/COLUMN

2-012,000mm TOP 8 BOTTOM LONG DIAGONALS AT MID-DEPTH OF SLAB AT EA CORNER

2.016 TOP fi BOTTOM BARS ALL SIDES

ADDITIONAL TRIMMER (SHOWN AS DOTTED LINES). AT SIDES OF OPENING EQUAL TO THE NUMBER OF BARS TERMINATED BY THE OPENING.

IN TWO WAY SLAB - EXTEND BARS UP

TO BEAM SUPPORT

SLAB OPENING DETAIL

NOTE:

1. PROVIDE THESE ADDITIONAL BARS FOR ALL OPENINGS PLUS BARS (SHOWN AS DOTTED LINES) PARALLEL TO SIDE OF OPENING EQUAL TO THE NUMBER OF INTERRUPTED BARS BV THE OPENING.

2. SEE ARCHITECTURAL 8 MECHANICAL PLANS FOR SLAB OPENING LOCATION.

3. OMIT TRIMMER BARS WHERE OPENING IS FRAMED

831PahrUt1 " 4=1

lAIN REINFORCEMENT

PROVIDE 24325 SHEAR BARS EACH SIDE IF BEAM CONSTRUCTION JOINT IS NOT WITHIN THE MIDDLE THIRD OF THE SPAN

gC

O

L. DESIGN CRITERIA DESIGN LOADS

1 DEAD LOADS 2. LIVE LOADS

3 SEISMIC LOADS

SEISMIC PROBABILITY FOR ZONE IV V • ZnIviRT BASED ON 2010 NSCP

o CORRIDORS 4.80 i(Pa B. REST ROOMS 1.92 kPo

b REINFORCING STEEL BARS 1 ALL REINFORCING STEEL BARS SHALL BE NEW BILLET. HOT ROLLED. WELDABLE. DEFORMED BARS

CONFORMING TO THE SPECIFICATIONS OF PNS 49 1986 (ASTM 615) WHOSE GRADE IS SHOWN ON TABLE 2.

TABLE•2 REINFORCING STEEL BARS

GRADE BAR DIAMETER

GRADE 413.82 (ty .80 kw) 180 elm 8 above MAIN STF7L BARS

GRADE 276.88 of .40 Icon) 120 111111 8 below TIES 8 HOOPS

2. THE SUPPLEMENTARY REQUIREMENTS OF WELDABLE DEFORMED REINFORCING BARS SHALL BE AS FOLLOWS:

2.1 THE MAXIMUM YIELD STRENGTH OF WELDABLE BARS • 540 k1Pa. 2 2 THE TENSILE STRENGTH SHALL NOT BE LESS THAN 1.25 TIMES THE ACTUAL YIELD STRENGTH.

P. STRUCTURAL STEEL I. UNLESS OTHERWISE NOTED. ALL MATERIALS SHALL BE IN ACCORDANCE WITH THE FOLLOWING ASTM

SPECIFICATIONS. MEMBER ASTM MIN. STRENGTH

I SUBMITTED BY: SHEET CONTENTS: GENERAL NOTES STANDARD DRAWING SPECIFICATIONS

ENGR. miNGARACAL

SHEET 110.

S-4

PREPARED BY:

rcn'truM"nr

REVIEWED AS TO PLAN.

2200 _11_ 5000 5000 5000 2000 fi 3000 5000 400

E F 25000

1

Al

4,wi 7 . 4-

81,

. :I 57

,.±.. . +

B13

8 B. ..

IS

ill se

+ g .1533413)

3313

El

59

,1±,1

1312

g

Bt0

, •±35

BIB

g

a

5,1

+

017

g [It1

i

818

1,

515

n m

. g

12,1

i g

pR

$0 g

517

535+,5 2

5,3

+

523

lit

8

82

g ..

BOA

g

Ode ® B22 ®

g ,I±

827

.. n-

828

Fl

g . ,1±q

024

LB-I

a

Ra

0

l3) '

, 4)

CB

I I H

III

tt"

I I CFI

II II

11' nce

CF2

05

II I I

81 I

87 ea t:—

I I I I

CIF2

I

Bi4 815

I 1 I I

I I 11

11 C2 F3

II

PROJECT TITLE. PREPARED 8Y REVIEWED . TO PLAN SUBMITTED BY SHEET CONTENTS. SHEET NO. FOUNDATTON PLAN SECOND FLOOR FRAMING PLAN

S-5

RECOMMENDING APPROVAL —7-APPROVED BY CONCURRED BY.

SEC. ISf01i0 tIA, PHD , CSEE ceRECTOROENERN. 511013.3.1013.55 •

Of3,53 • E 1mA,


ENGR. R MINGARACAL

TECHNICAL EDUCATION AND


SCALE: 1: 200 mm SCALE: 1: 200 mm

TESDA INNOVATION CENTER-NCR

0 FOUNDATION PLAN TESDA INNOVATION CENTER-NCR

0 SECOND FLOOR FRAMING PLAN

. 8

( 5)

2200 5000 y 5000

25000

5000 r 2000 3000 5000 2200

II

II II

811

g11 i _13,2 Il

~TTC2F3

01 I I I I I I I I I

021

4-1

:rS

_ I I

1,

Friit

COI CO,

1 I 1 I

1 I C2F4

11 II

I1

-1 823 PC3 1

II

II

134

„c

mAT FOOTING gl I

88 I I

ea

.1 1 c,o

al

810 t

II II

2I 1

11

MR=

82

11

II 11

--ft—

F

--r 2200 2200 5000 6000 _ 5000 # 2000 # 3000 # 5000 25000

o' 25000 _

# 2200 5000 # 5000 6000 # 2000 # 3000 _# 5000 # 2200 #

DIR. J I

oFncs Or 801AE 09 =ZAK

02 al

5• .

0/ is 4148,

a an

82

11±,

87

ra 85

g

B13

1 g

.9 ®

E

010 -7- g „wit., B12

SD

2

815

±x, E

816

611

,,,t, 2

817

,1 2 10

818

s, BID

g ,lt

819 la

3.11

g 5± 1 1aaN06

el

+ g I k

VI

,±16,

1321

80 61

IR i

B22

0

1;0

023 M

6125

+ E 1324 522

itt,

al 1325

0,0

100146,

ill

9.8

1.80 06

Ii

i

621

11806101)

828 It

i

RI 5127

S,

+

89

g

St

11±16

s:

00.11,

811

g wr

g

83

87

NI

51

ci.,

873

ss st g

814 r.44 810 ± g ,,

II

+

HIS

g g .10±,c,

816 111

0,2

817

g + g 10,966

818

El

±

819

gi

g

•

915

+ g 1±/61

E

2P

,3

60

±

821

g

lit

ot 810

g

822

810

II,

823

S21

904

825

+ -

820

r 820

I

827

+ g

on

± .,

:'

H24 glis

On

(?)

5 FM

Ba


OTHIRD FLOOR FRAMING PLAN SCALE: 1: 200 mm

ROZCO

tIA% TECHNICAL EDUCATION AND


'=It=

-4-4.11. 4 :3744 51%7'

REVIEWED AS TO PLAN rsi212LorrED sr SHEET CONTENTS r SHEET NO

!THIRD FLOOR FRAMING PLAN .ROOF DECK FRAMING PLAN

PROJECT BOLE


PREPARED BY.

664160 Kt. 64.6 cau Na act 4,.06.0,A144n

RECOMMIDING APPROVAL APPROVED ITY

SEC. 101350 S, PEt15. PHIL CSEE DIRECTOR GENERAL

2

8 p. N.

• N

51 •


OROOF DECK FRAMING PLAN SCALE: 1: 200 mm

25000 F

25000

5000 y, 5000 5000 5000 5000

5000 5000 5000

CONCURRED SR PROJECT TRUE RECOLUAENDING APPROVAL SHEET NO.

S-7


APPROVED EV

SEC, IS 0RO S. ElqA, PHD., CSEE ( DIRECTOR GENERAL



REVIEWED AS TO PLAN. SUBMITTED SY PREPARED Elv.. SHEET CONTENTS. 'ROOF BEAM PLAN -ROOF PLAN

MAIN TRUSS (SEE DETAILS) ; 1'

8

— --PS 9

p—

. 1 9----ux 9-----'---'i--V ti ti

--1,1 I 71 I 11

I 1 1. H H

} 11 1 I °

11 I —0-

—As

11 0 11

lrair 11 I II 11' i t 1

i i t

, i

He 9

—11 —ti 11 Ii

11 H

It 11 I i

t t I I ° 11

... _RD ...,

II 11

----8-6

0 II

r .... :: -- -- ii

—PURLINS (SEE DETAILS)

3E '!

ROOF DECK

(4)


0 ROOF BEAM PLAN

FIRE EXIT STAIRS

ROOF DECK


0 ROOF PLAN SCALE: 1: 200 mm SCALE: 1: 200 mm

FIRE EXIT STAIRS

5000 5000 2000 3000 5000

SCALE: SCALE: 1: 200 mm 1: 200 mm

PREMED SY: REVIEWED AS TO PLAN: SUBMITTED BY,

ENGR NMI SARACAL DIR. 04.5115 5. RUNtLALLON

RECTOR OCTESO MIRO S. IPERA, PHD CSEE

DIRECTOR MEM.

7 • , '' .•

- rri,•

— —'—+— , :

s, ,oc oix,

0 2

-: . ,

:

2. ,,

”

. •

. ,

, 3,11 0,C;3,

u .

0

re'--

....s .;. .

810

a it. C3 0

sr 0,4 0,23 ,e .

SC

d• 5 2

1,' 513 8141

4,2 ,, ,.

.. 4

023 10. cp; 2 0.6 0

o, 4 2.202

A' ''', ,33312 10

0 C

. t 43, 0, 1'30

i,o1;

.. .3 101./ (0

o

6,32 205 '.

'6'013

t , 0,—

0C

.0 '

A

.:'(: 'o'

c . .

9 o :

51 .

r Be cr.

r 91 . 810

, .,0‘ 11

.

I, J.,02.3 30_ c.a.{ :so: oson.up ' + .!...

,1,.; ,... cs, loo itog % .

c .

, .,,„ 4150

6 5,

re

o c

*. , oc tI

Doti.

I cilx:i s'o'

o‘

p • • •

Millillmimil .

Mmimi.,2131

5:1

+ 1 g

5241

C. • og

, t,c,,,c •

024 i

Tti

,Iwnwl

04124-2

..'--.4 T i 0

.'5

4,,,,

,'• .

03

1 5 . ni

,4,

-

0 2 32

c

S.4 ':'.'40.•

t

4 0•:w

°AL: $ a

ac .

, !,,.. !1,,.. , '" 5

TESDA110AALIO CENTER-NCR TYPICAL TOP REINFORCEMENT PLAN

El

0.3.221.0 3

5 + g

'

i ll . ill I a

54

811

I.,

II. 63

i

. is, 013

ot.-0.soc

WO ..

+ i g Iii", i

A,..cloc

512 g

i 1St) 040.11.01.

BIB

2

i At)

. 819 t ''':11 3 EDS 816 817

04 23.606

4

131.434106

I

615

‘Eici 1

J We

R g 0±.., .,.....,

E 917 0

± i 2 .,

-j- fir i . CO

CI g 419±63

II B22 I821 . B23

± i

., 3, „,

*L.. o ,

out 7171: :

a. yo. nwnw

_

i + o sza oc

OM

g oda

f., I B27 III . B28 „, r

irlOATION CENTER-NCRItaA

L SLA' BOTTOM REINFORCEMENT PLAN

311

0

CONCuRRED Y. i RECOMMENDING APPROVAL I APPROVED BY

' 1.0k> TECHNICAL EDUCATION AND


PROJECT TITLE


SHEET CONTENTS. SHEET NO. TYPICAL SLAB TOP 8 BOTTOM

I RENFORCEMENT PLAN

S-8

- — 25000

5

Cl )

A,

5000 5000 2000 3000 5000

8

C3)

81 8,

',.

25000

5000

;ON

CONCURRED BY

CAI% TECHNICAL EDUCATION

r SKILLS DEVELOPMENT AUTHORITY

APPROVED By

SEC. ISIDRO S. LAPERA. PHD.. CSEE DIRECTOR GENE..

C=1,9 WU :4 MO mon..., .0 I PREPARED 87:

I re= INNOVATION CENTER - NCR

r 014 ro•v.o+a rEl r.° e. PROPOSED TESDA Grn

ENGR NIL MN.

PROJECT VILE: SHEET CONTENTS: ;SEAM SCHEDULE

mrr cal lnpstw to.sea

RECOMMENDING APPROVAL.

ZCO

OFME e'r GENERAL

SHEET NO.

S-9

BEAM SCHEDULE (C20:Fy420) (LEVEL: ROOF BEAM)

SEAm

NUMBERS

SIZE BOTTO i REINFORCEMENT TOP REINFORCEMENT SHEAR STIRRUPS

B 0 LEFT MID SPAN RIGHT LEFT MID SPAN RIGHT LEFT MID SPAN RIGHT

RD 200 400 2-016 2-O'6 7-016 2-016 2.016 2-016 9-210100100 0 1 25-210100315 0 C 9.21.0100300 o.C.

BEAM SCHEDULE (C25:Fy420) (LEVEL: ROOF DECK)

SEAM

NUMBERS

SIZE BOTTOM REINFORCEMENT TOP REINFORCEMENT SMEAR STIRRUPS SFR

B 0 LEFT MID SPAN RIGHT LEFT MID SPAN RIGHT LEFT MID SPAN RIGHT 81.82,83.84,135 .825.820.827.826 )342.847.852.853 ssa.ess

300 600 3-016 3-018 3-018 4-016 4-018 4-016 13-2,0i DZIO0 0.C. 10-2,0100180 0 C. 13-21-0100100 0.C.

88 300 600 4-016 4-058 4-016 3.018 3.016 3.016 10-2-010©1500.0 8-21-01001900.0 10.21-01051900.C. • 87.1312 350 700 3.010 3.018 3-016 4-056 4-016 4-016 15-2,0100)100 0.C. I 5-2L-010e100 0.C. - ea 250 400 2.018 2-016 2-036 2.016 2-016 2.018 9-2,0100100 0.C. 144.0100125 0 C. 0-21-010®1000.1. 1-016EF 09 303 600 3.010 3-018 3-016 3-020 3-018 3-025 1321-010©3000.C.10.2L-01001900.0. 13.2,-01051000.C. - 810 300 600 3.016 3-016 3-016 3-025 3-016 3-020 13-21-015251000.0. 10-21-01001900.0. 13-2,01001 CIO 0.C. - 011 300 600 3.018 3.016 34318 3-020 3-016 3-025 ,3-2,01051 00 0 C. 12•21.43100190 0.c. 13-2,0 i ow 00 0.0 1313.1319.1321,823 .02g.B30.63, B32 .638.839

300 600 3-016 3-016 3-016 3-020 3-016 3-020 13-21-01001000.0 IS-2L-01001900.C. 132L-0100100 5C. -

014 250 400 2-016 2-016 2-018 2-016 2-016 2-018 3.2101001000.0. 1.2L-01001250.C. 6,2,0100100 0.C. - 615 300 600 3-016 3-016 3-018 3-020 3-018 3-020 13.2L-11001000.0. 10.2L-010561900.0. 13.2L-010401000.C. 24318EF 816 303 600 3-018 3-016 3-016 3-020 3-018 3-020 13.2,-01051000.0. 114,0100190 0.C. 13.2L-01001000.0. 2-01604 817.018.822.840 300 600 3-018 3-016 3-083 3-020 3-018 3-020 13-21-015©1000.C. 11.2,01001000.0. 132,-01001000.0. - 820 350 700 6-020 5-020 5-020 10-020 10-020 10-020 15.2,-01001000.C. 202,0100225 0.C. 15.21.01051000.C. 2-018EF 824 300 600 3-016 3-016 3-016 3-016 3-016 3-016 10.21.01551600.C. 0.2,01001900.C. 10-2L-0100100 0.C. - 533 300 600 4-016 4-016 4-0113 4-025 4-016 4-018 8-2L-01002250.0. 6-2L-01002250.0. 8-2,0100225 0.C. 2-018EF 834 300 600 4-016 4-016 4-018 4-016 4-016 4-025 8-21 -0100226 0.C. 6-2L-01002250.C. 8.20-0l00225 0.C. 835 300 600 3-016 3-016 3-016 3-025 3-016 3-025 13.21-010251000.C.1001:0100190 0.C. 1021.01001000.C. - B38 300 600 4.016 4-6316 4-058 3-025 3.016 3-025 13.21-01001000.0. 11.2,-01001800.0. 13-24.-01001000.0. 2•016EF B37 200 400 2-016 2.016 2-016 2-016 24318 2-016 7-24.-01001150.0. 6-2L-0106)115 0.C. 7-2,010011e0.1. - 541 300 600 4.016 4-016 4-016 3.020 3-018 0025 13.2L-010251500.C. 1,21-01001850.C. 13-2L-01001000.0. 2-01604 543.1344.1348.643 300 600 3.016 3-016 3-018 4-016 4-018 4-018 13-21-015251000.0 11.21.01001900.0. 13.21.01001000.0. - 645 300 600 3.016 0018 3.016 4-016 4-018 44318 102L-01001100 0.0 • 13-2L-01001000.0. 2-018EF B40 300 600 3-016 3-016 3.016 4-016 4-016 4-018 13-2L-01001000.0. - 13-2,0105100 0.C. • 850 300 600 3-016 3-018 3-018 4-018 4-016 4-018 1i-2,-01001000.0. 11•21-010(2)100 0.C. - 1351 300 OCR 3-016 3016 3-016 4-016 4-016 4-016 12-2,01001000.C. • 13-2,0100100 0.C. •

BEAM SCHEDULE (C25:Fy420) (LEVEL: 3F)

BEAM

NUMBERS

SIZE BOTTOM REINFORCEMENT TOP REINFORCEMENT SHEAR STIRRUPS SFR

B 13 LEFT MID SPAN RIGHT LEFT MID SPAN RIGHT LEFT MID SPAN RIGHT

611341110.515.1016 300 600 3-016 3-010 3-010 3-025 3-018 3-020 102,0100100 O.C. 1021:0100100 0.C. 1021-0100100 O.C.

112181.052.863 .1354

300 600 3.016 3-018 3-016 3.020 3-016 3-020 13-2,0100100 O.C. 10-2,0105190 O.C. 13-2L-0105100 O.C. •

83.135.1313.819 300 600 3-018 3-016 3-056 3.020 3.016 3-025 13•2L-0100100 O.C. 10.23.0100190 O.C. 13-2,01649100 O.C. - 68 300 600 4-016 4-016 4-018 3-016 3-016 3-016 10-200100190 O.C. 8410100100 0 O 10-2,0100190 O.C. • B7 350 700 5-016 5-018 5-016 5-018 5-018 5-036 15•21-0100100 O.C. 15-2L-1310,0100 O.C. 68 250 400 2.016 2-010 2-0113 3.016 1.0113 3-016 021:0100100 O.C. 1-200100525 O.C. 9-21-0105100 O.C. 1-016E0

89.027,823325 .B20.1377.828.838

300 600 3-016 3-050 3-010 3-025 3-016 3-025 13-21.0100100 O.C. 10-2,01025190 O.C.13-2,0105100 O.C. -

611 300 600 3-018 3-076 34316 3-020 3-018 3.025 13-2,0100100 O.C. 12-21.0100190 O.C. 13-21.43105100 O.C. - 812 350 700 4-056 4-018 4.018 4-015 4-016 4-0113 154,0100100 O.C. 154,0100100 O.C. - 814 250 400 2-010 2-016 2-076 3-016 3-018 3-018 9-2,01001100 O.C. 1.21-0180125 O.C. 9-2,01041100 O.C. 816.843 300 600 3-016 3-076 3-076 3-020 3-018 3-025 13.2,0100100 O.C. 11-240100100 0.C. 132,0105100 O.C. - B17,822.839 300 600 3-016 3-010 3-050 3-025 3-010 3-025 13-2L-0105100 O.C. 11.2,0105190 0.C. 13-21431025100 O.C. - 818.842 300 600 3.016 3-076 3-018 3-025 3-018 3.020 13-2,0100100 O.C. 11-210100190 0.C. 13.2L-0105100 O.C. 1320 350 700 •2-,,12 5-020 .:Z2g 10-020 10-020 10-020 1621-0100100 O.C. 2943:0104/225 O.C. ,5-21...0100700 O.C. 7-016e0

824 300 600 3-018 3-016 3-078 3-056 3-018 34306 10.21-01001 0o O.C. 6-21.0100190 O.C. 10-2L-0105190 O.C. - B29.830.831.832 .1335.838.837.840 .841

300 600 4-016 4-018 4-056 3-025 3-016 3-025 13-2,01001013 0.C. 14210100190 S.C. 13-21431041000 0.0 -

833 300 800 4-016 4-018 4-018 3-032 3-020 3-016 6-21-0100225 O.C. 8-2,0105225 O.C. 8-2,0105225 O.C. 2-018E0

D34 300 600 4-056 4-018 4-016 3-016 3-020 3-032 8-2,0105225 O.C. 6-21-0108226 O.C. 8.210105223 O.C. 2-016EF 844 300 600 3-016 3-018 3-016 3-025 3-020 3-020 13.210100100 O.C. 134143100100 0.C. - 645 300 600 4-016 4-018 .2.411151: 3-020 3-020 3-020 13414 100100 O.C.0.C. 13-2,0105100 O.C. -

1347.840 300 600 3-018 3-018 3-010 3-020 3-018 3-020 10210100100 O.C. 110,0100190 O.C. 13-21-0100100 O.C. - B49 300 60D 3-016 3-016 3-018 3-020 3-020 3-020 11.21-0100100 0.C. 11-26.0100100 SC. - 850 300 600 4-010 44318 4-018 3-020 3-020 3-020 12-2,0100300 O.C. - 12-2,0102100 O.C. -


CDBEAM SCHEDULE SCALE: NTS

SEC 1DRO . LAPEDA. PHD,. CSEE DmECTOA 6eNE/443.

"rtY V TECHNICAL EDUCATION AND SKILLSSKILLS DEVELOPMENT

AUTHORITY

CONCURRED BY: RECOMMENDING APPROVAL -TAPPROVED BY. PROJECT TITLE:

PROPOSED TESDA INNOVATION CENTER • NCR

PREPARED BY REVIEWED AS TO PLAN SHEET NO.

s.10

BEAM SCHEDULE (C25:Fy415) (LEVEL: 2F)

BEAM

NUMBERS

SIZE BOTTOM REINFORCEMENT TOP REINFORCEMENT SHEAR STIRRUPS SFR

B D LEFT MID SPAN RIGHT LEFT MID SPAN RIGHT LEFT LCD SPAN RIGHT

51132.0.3.134135 .852.554555 300 600 3-018 3-016 1016 3-025 3.018 3.025 13.219105100 0 C 1821.0105199 0.0. 112,0105100 J.C. •

56.824 309 600 4-016 4-018 4916 3.016 3-016 3-016 10.21.014/5190 O.0 8-2401015100 O.C. 15-2.1-o105190 O.C. - 87J312 350 700 5-018 5-018 5-018 4918 4-016 4-020 15-21.9105100 0.0 15-21-0100100 O.C.- 88 250 400 2.018 2-016 3-016 2-016 2916 2.020 921.0105100 O.C. 3.21.-011.15125 O.C. 099700100 O.C. 3 0165F 59.510.510.821 ....627,,,,, 300 600 4.016 4-018 4-016 3-025 3-016 3-025 13,2143105100 0.C. 13-2L-010 190 O.C. 19219105100 O.C.

811 300 600 3.016 3.016 3.018 3-025 3.018 1025 1321.0105100 O.C. 1921-0105190 O.C. 13-2,0105100 O.C. • 813 300 660 3.036 3.016 3-016 3-020 3-016 3-025 13.21•0105100 O.C.10-21-0105100 O.C. 11219105100 OC 514 250 400 34316 2.016 2916 2-020 2916 2-016 92,0105100 SC. 1-21-0105125 O.C. 6,21.9100100 O.C. - 815 300 600 1018 3.018 4.010 3-025 3-016 3-025 13.2L•01051130 O.C.1821:0100790 SC. 1121-0105100 OC. 24316EF

6540.648 16.1317518.1322 300 600 1018 3993 3-016 3-025 3-010 3-025 1121-0105100 O.C. 11.21.9105155 O.C. 13-2143105100 0.C.

520 350 /00 •r" 5-020 • :::03;03 10-020 10-020 10-020 15.21.0105100 OC 2121-0105225 0C. 1821-0105100 O.C. 2.016EF

B25 300 600 •;:g18 4016 4-038 3-025 3-016 3-025 13.219105100 0.C. 10-21-0100190 O.C. 13219105100 O.C.

LB-1 3" 630

44318 •2-016 4-038 4-016

• 2-016 3925 3.016 3-025 13-21.9185180 OC. 10-210105130 O.C. 11219105100 OC. -

828 300 600 4-035 4916 4 2.04 3-025 3-016 3-025 13219100100 0.0 19219105150 O.C. 13-219100100 O.C. -

630.838 388 600 • ';11.: • 2-018

4916 *::gli: •= 3-910 •r,,22.2 13-a-0100100 O.C.15-21-0106120 OC 192,0105100 O.C. -

300 600 •42:glt: 1010 .42131: • 33.401g 3916 • 23,13,22g 13.2,0105100 0.C. ,0•21-0100199 0.0 13-21-010a. Sc. -

832 300 600 •L'3,3,: 4918 •42.-gZ •::°,3 1.61 3-016 •:.= 13.21-0100100 OC 10-219105190 O.C. 13-2,0105100 0.0 -

533 303 800 •'21-2.34 •2918

4916 •42".:41 •2.078 •;.134 .18 .3;gg 11210105100 O.C. 192143105150 O.C. 13-21-0105100 O.C. -

300 500 4-016 4-010 4.016 8-020 3-025 3-016 8-0L-0100225 O.C. 8.21-0100225 O.C. 8-21.0100225 O.C. 24016EF 835 300 600 4.016 4919 4.010 3-018 3920 3.032 8-21-0100225 O.C. 691-0185225 O.C. 6,21.0105225 O.C. 2.016EF 536 300 605 4.018

1016 4-015 3-025 3-016 .3-020 3-010

13-219100100 OZ. 10-21-0100190 O.C. 13-21-0105100 0.C. -

537 300 600 •V3034 .16 .12 '4 • 3313,t°3 1016 •331E 13-21.0105100 O.C.10-21-0100150 O.C. 13-2,010,2100 O.C. -

839 300 NO .21.,6 4-018 1016 • 3:01, 3.016 343" 13.21-0105100 O.C. 10-21-0100190 0.C. 13-2143105100 O.C. •

1341 300 600 4-010 4-016 •42g19 3-025 3.018 .,g0 132,0100100 O.C. 10-21-0100100 O.C. 13-21.0100100 O.C.

B42 300 600 4-016 4-018 4-016 4.025 4-016 4-025 13-21.-0100100 OC. 1821.0100100 O.C. 13-21-0100100 00. • 543 300 600 4-016 4-018 1018 4-025 4-015 4-020 13-219105100 O.C. 11.21431435190 O.C. 13-21-0105100 O.C. - 544 300 600 3-018 1015 3-016 4-020 44318 4-020 13-2,0100100 O.C. 11-21.-01011190 0.C. 13-240100100 O.C. • 845 300 600 4-016 4.018 4.018 44320 24320 4-020 1321-0100100 O.C. 13-21.0100100 0.C. 24316EF 648 300 600 • ::1,1: 4-016 .4.01 4-020 3.020 4.025 13-2,0120100 O.C. 134,0120100 O.C. -

649 200 600 3-018 3-018 3.018 3.025 3-016 3-020 13-21.0100100 SC. 11.21-0100190 O.C. 13-21.0100100 O.C. - 850 300 600 4-018 4.016 4-016 3.020 2-020 3-025 11-2143100100 0.C. 11-21.0100100 O.C. - 357 300 600 4-016 4-016 •,1:glig 3.325 2-025 3-025 12-2143100100 O.C. • 12-21.0100100 00.

553 300 600 3-016 3-018 _ 3-018 3-025 3.016 3-025 13-2L-0100100 O.C. 7-21:0100265 O.C. 132143100100 O.C. -

BEAM SCHEDULE (C25:Fy420) ( TIE BEAM)

BEAM

NUMBERS

SIZE SOTTO A REINFORCEMENT TOP REINFORCEMENT SHEAR STIRRUPS SFR

B D LEFT MID SPAN RIGHT LEFT MID SPAN RIGHT LEFT MID SPAN RIGHT

81.62.133134.135,67 3383312.1316.1318 .520.835.1337.643 1346.1349.050.1351

300 600 3.010 3-010 3916 4-016 4.018 4-018 11214)10E61000 C. 10-21-01051900.0. 13-2191051000.C.

50.810 350 700 4-010 4-018 4993 4-018 4-018 4-0 I a 162193100100 O.C. - 13-21.43105103 O.C. •

ID 300 600 3-0113 3-016 3-018 4.016 1016 4.018 13-21-0105100 0.0. 19219105150 0.0. 13-2143100100 0.0.

811 300 1300 34316 3-016 3-016 3.016 3.016 3-016 13.2,0100100 0.C. 10.21-01051900.C. 13.21.431005100 0.C. •

863.814. 815.8" .838.844.545

300 600 3-016 3916 3-018 4-016 4916 4-016 13-21.0105100 0.C. 11.2191851M 0.C. 13.2143105100 0.C. •

817 350 700 3.016 3-016 3-016 5-016 6-016 5916 15-21-01001600.C. 29-$91052250.C. 162,0100100 0.C. 2.016EF 621.025,832.633 3E0 600 4916 4-016 9.010 3-020 3-010 3-020 13.21.010®7000.C. 10-21-010®1900.C. 13-2L-01051000.C. •

622.623.824 300 600 3-016 3.016 34316 0020 3-016 3-020 13.2401001000.C. 10.2401053000.0. 112L-01051000.0.

828.6427.1328.529 300 600 4-016 4-016 1016 3-025 34316 3-025 13-21-010010 0.C. 1021-010351900.0. 1121-01051000.0. •

1330 300 600 4-016 4.010 4-018 5-018 5916 5-016 8-21.9100225 0.C. 3-2L-01002250.C. 8-21-01002250.0. 24318EF

1331 305 600 3.018 3-018 3.018 5018 5-016 5-016 8.2L-01002250.C. 621431052250.0. 6-21.03052250.0. 1916EF

834 300 800 4-016 4.010 44316 4.010 4-016 4-016 13-2L-01001000.C. 10.21-0105190 00. 13-2,01001000.0. 1338 300 500 3-016 3-010 34010 3.020 34316 3.018 13-2,0100100 0.0. 10-21-01051800.C. 13-21-01001000.C. - B39 300 600 3-016 3-010 3-018 3.018 3-016 3.016 1121-01051000.0. 11.21.43100160 0.C. 13.21.03051000.0. -

640 300 500 3-016 3-010 3-016 3.016 3.015 3-020 1341.01001000.C. 11.21-01051900.0. 1341:0100100 0.C. - 641 300 600 4-016 4.016 1018 3-020 1920 3.020 13-21-0100100 0.C. . 13-21-0105100 0.C. •

842 300 600 4-0113 4-016 4936 •2916

3-020 3020 3-020 13.21-0100100 0.0. - 13-21-01001000.0.•

845 300 800 3916 3-016 34318 4-018 4916 4-016 11•21-0100100 0.C. 11-21-0105100 0.0. - 847 soa ex 4-016 4-010 4-016 4-018 4-016 4916 112143105100 0.C. - 1921-0105100 0.C. •


()

BEAM SCHEDULE SCALE: NTS


0 TYPICAL COLUMN ELEVATION

1.8E . BOUNDARY ELEMENT AS PER ACI 318. PROVIDE CONFINING REINFORCEMENT ACROSS ENTIRE HEIGHT OF WALL IN THE BOUNDARY ELEMENT

2.21 • SPECIAL. CONFINING ZONE AS PER ACI 318.22 • REMAINING ZONES AS PER ACI 31


COLUMN SCHEDULE

SCALE: NTS SCALE: 1: 100 mm

CONCURRED BY. RECOMMENDING APPROVAL APPROVED BY REVIEWED AS TO PLAN,

OIR 8 13 GALLON Exc 1 ORECTOR. NIT550

SEC. ISI 05. 'ENP, PHD.. CSEE 1701ECTOR GENE.

SHEET CONTENTS: SHEET NO. !TYPICAL COLUMN ELEVATION 1 !COLUMN SCHEDULE

S-12

PROJECT 1111E


4:PR% TECHNICAL EDUCATION AND r SKILLS DEVELOPMENT

AUTHORITY

VIP! 460

SECTION 2-21021

AAA% Allah 41111, %VIP,

(1) 4-020 p (2) 12416

17./,'.

go

R 2

6

i

025 Fy420 COVER • 40550 CONFINING ZONE (21) • .50 510

_ _ _ _ _ _

C25 Fy420 . COVER. 40001 CONFINING ZONE • 450 UV

AA,

qprip 0016 3 41110 WV! 0018 460

21. 10mrn 0 75mm 22 • REST 0 225mm TO

CDC MID HEIGHT

450

21 •. 1011 0 75mrn Z2 . REST 0 225rnm TO

C.0.0 MID HEIGH.

12-016 12-018

6

9

F:

2g1FFIg2,16 ,COVER

BOO. 4TIV geNFF, 472 •ON'E'.R 5OO Vtil C25 Fy420 . COVER . 40501 CONFINING ZONE • 600 00

.1,5„, 4 64 2 0 . Cg,VEE R .T. 4 oir C25 Fy420 . COVER . 400101 CONFINING ZONE . 650 /AM

025 0.420 . COVER CONFINING ZONE

0

21 • 10rnm 22 • REST 0

• . 500

WO

0 75mm 750mm

.

431.14 PALI

0020

C.O.0 TO MO HEIGHT

025 Fy420 . COVER. 400.1 CONFINING ZONE .500 MAI

&lib

5

&NMI REIM iosimo j11111414 :gig

*MIN 4111111111116

'Alai

§ Alibi In* inrIP :11

ABEL §

Alibi 41111, WIPP V.92

5 ‘11111111% .1111111111, CM, liqvirr :SI 5 411111

!wow, 'IN imprr :ggg

21 . 22 • REST

(3. .20 • 12.010

lOmm 0 751mn 0 253mm TO

C.0 C MID HEIGHT

21 • Z2 • REST

sco 10-nm, 75mm 0 250mm TO

C.O.0 MID HEIGHT

21 . 22 • REST

600

lOrnrn 0 75mm 0 250mm TO

C.O.0 MID HEIGHT

650

21. 10m11075rnm 22 • REST 0 250rnm TO

COC MID HEIGH Z2 • REST

21.10mm075mmCOC

600

0 250mm TO MID HEIGHT Z1. 10rn1

22 . REST

500

0 75rnm 0 2.50rn1 TO

C 0,C MID HEIGHT

4-020 • 12-016 4-025 • 8-020 44320 • 12-016 4-025 • 12-0271 12-022 • 4-018 4-020 4-020 • 0.018

SE

CON

D FLO

OR

TO

TH

IRD

FLO

OR

LE

VE

L

C25 Fy420. CONFINING ZONE

COVER .4057.1 121). 600 NUM

C25 Fy420 . CONFINING ZONE

COVER .40001 - 500 MI

C25 Fy420 CONFINING ZONE

COVER • 40110 . 600151,1 CONFINING2.'F 2C:0 7670117V

C25 Fy420. COVER • 405111 CONFINING 2080 .650 0151

C25 Fy420. COVER CONFINING ZONE

§

21 • 10mm 22 • REST 0

• • 600

0

0 75mm 1501=

4055,1 ML/

C.O.0 TO 0110 HEIGHT

C25 62420 , COVER CONFINING ZONE

.40110 • 500 510

Alibi iiiiihillilk MIMS

&lib olililb

§ Milk OP "VIP :8;1

olE11111, 411111

..0020 NIP. §

Alai IMF V •3I2

&NM 5

41111111111 4IIIIII1r wry, :S4

5 4111111 iligignla vs 2,2 5 4111111.1

Mg," :ER view. :gig

22 • REST

4-020 zimioromommyncoz

eoo

• 1241e

0 25011m TO IMID HEIGHT 21.

22 • REST

600

it:n.@ 7Smrn 0 2501rn TO

C 0.0 MID HEIGH'

21 • 22 . REST

COD

10mm 0 75rnm 0 2501m TO

C.O.0 MID HEIGHT

21 . 22 ‘. REST

600

10rnm 0 75mm 0 250mm TO

C.O.0 MID HE/GI,

Z1 . 22 REST

550

10=10 75rnm 0 2501m TO

C.O.0 MID HEIGH1

21 . 1011 22 • REST

500

0 75mrn ®2301= TO

C.0.0 MID HEIGHT

4-020 • 12-010 4-020 • 8-016 4-020 • 12-016 4-020 • 12.016 12-020 • 4-010 4-020 4-020 • 8010

GR

OUN

D FLO

OR

TO

SE

CON

D FLO

OR

LE

VE

L C25 Fy420 , CONFINING ZONE

COVER .40501 (Z54• 800 MM

C25 Fy420 . CONFINING ZONE

COVER. 4014/4 .SOD 611.1

025 05420 ,COVER CONFINING ZONE

. 400101 • 600 LIM

025 • Fy420 ,COVER CONFINING ZONE

• 4000 . 500 MM

025 • Fy420 ,COVER CONFINING

• 40510 ZONE • 850 130 TtiFF.aia ,CozET...3.5-z,v

.?;

21 • lOrnm 22 • REST 0

0 000

0 75mm 150mm

0020

C.O.0 TO MID HEIGHT

gIFFIag.z..°4-.5-0.1,11 ibillillh ilia

5 &MAN AIME, 4111116 %gimp :Sice'

Arlin. MINIM

§ illiblii 4111111 *imp VoIS

411111111111 §

dada/ 411111 weir 0015

ARMS I iiiii

irwyr gm 5 411111P imirior :gig

5 411111. wavy. :gig

600

rl • 10mrn 0 757r0n C.O.0 Z2 • REST 0 2500n1 TO MID HEIGHT

21 . 22 • REST

800

1 Ornm a 75rnm C.0.0 0 250mm TO MID HEIGHT

500

21 .10mm 0 75rnm C.O.0 22 • REST 0 250mm TO MID HEM,

HAD

21 • 10mm 0 75mrn C.O. 22 . REST (3)250mm TO 010 HEIGHT 22 • REST

21.1071m075mmCOC

860

0 250mm TO MID HEIGHT 24 .

22 . REST

500

Omm 0 75mm C.O.0 0 250mm TO MID HEIGHT

4-020 • 124315 4.020 • 8•018 4-020 • 12.016 4-020 • 12-010 124320 • 4-016 4.020 4.020 • 8-016

2

1 2

PP)

CO25 F

ONFINING COVER

ZONE(2;143:Pmm G235NFFINTIG 'ZONE 4 5.001n 1 13/4:FFI411IFag.2`,,c4f•R;Or11.11111 C25 . Fy420 . COVER • 40051 CONFINING ZONE • 600 00 CONFININGc iTuvET6-5'.T1r,11 025 Fy420 . COVER

CONFINING ZONE

21 • 1Ornm 22 • REST 0

. • 035

0

0 75rnm 150mm

40054 MIA

mo2o

C.O.0 TO MID HEIGHT

025 07420 ,COVER CONFINING ZONE

• 40010 .600 AIM

16 16 Alia ddlidliii flalliii Avail!

§ AAA 4111111 PligliiP :gig

AIIIIMIEN I

dila 411110 'fir :gig

R. . iii111111111i 4111111111

. 0 4LI1116 411111111, Murry :gig

o-, 1d111111111 5 limit is 4IIIIII, wimp :gig 414117$1, :g1 u',, vgg

121

5oo

21. 10mm 0 75mm C.O.0 22 • REST 0 ITSrtvn TO MID HEIGHT

__100

. 10mm 0 75mm C.O.0 Z7 P REST 5 1504. TOM H5IGH.

600

ZI • 10nn 3 7Ssnm C.O.0 22 • REST 3 1751m. TO MID HEIGH

00.0

Z1 • lOmm 3 75mm C.00 . 22. REST a 150.4P TO MO HEIGHT

050

21 • 12=13 7Sinrn C.0 C 22 . REST 0 1 15trun 51:1 1.112 HEIGHT

_ .503

Z1 .10mm 0 757nm C.O.0 22 • REST 0 1500811TO MID HEIGHT

4-020 • 12-016 4-020 • 8-016 4-020 • 12-018 44320 • 124216 12-020 • 4-018 4-020 4-1320 • 0-018 a0A1V<A4 Cl 02 ca 04 CS CE Cl

EL. 15.20 (ROOF BEAM) '1'TOC

rr

(3) 12-0160

4 EL. 12.20 (ROOF DECK) TOC

EL. 9.20(THIRD FLOOR) 4?TOC

EL. 5.60 (SECOND FLOOR +TOC

EL. 2.00 (NGL) 4-TOC

SECTION 1-1 1021

L

T

p.

CONCURRED BY C' RE °MENDING APPROVAL APPROVED BY. , PROJECT TITLE


R CTOR INTESD MINGARACAL

REVIEWED AS TO PLAN SUBMITTED BY. I SHEET CONTENTS. , SHEET NO. SLAB SCHEDULE 7-7 CONNECTION DETAILS

S -1 3


SKILLS DEVELOPMENT AUTHORITY SEC. ISIDRO 9, LAPE0A, PHD., CSEE

DRECTOR GENERAL

BOTTOM BARS BOTTOM BARS

BOTTOM BARS BOTTOm BARS

B

- TOP BAR

--STP

SOT BAR

OPENING (L i DIMENSION REINFORCEMENT

TOP BOTTOM STIRRUPS

UP TO 1200 mm _.....,_,

ilz:11 2-10mrn 2.10mm 8m1A0 a ..,,,, o C

LIP TO 1200 mm(115mrn TN. WALL; a 2-70,- ,on- E1'‘.0 4 1E.,,, 0 C

2100 mm TO 1650mm 11101 2-10m10 3-10mm Er,. CS 18Cen, 0 C

1200 mm 7021.0415. El 2-107= 3-12rivn 5,2,0 a 1110mm 0 C

-,3

2250mm TO 2700mm {1 II 2.10A151 2, ernrn 051A113 52 200-nm CLC

1

AWN CANOPY LEL, SEE L13-1 AT BEAU SCHEDULE I2F


°LINTEL BEAM SCHEDULE

SCALE: NTS

TESDA INNOVATION CENTER-NCR 0LINTEL BEAM TYPICAL DETAIL

SCALE: 1:30 mm

50Ornm SOOmm ,A5TINIMLIA)1, 1.11NIMULA 1

TERI...RON BEND

- COLUMN CONFINEMENT TES AS PER COLUMN SCHEDULE

5 8 ri

TRAVERSE SEAM REBARS

- -INTERIOR COLJMN REBARS

SCALE: 1: 50 mm

INTERIOR COLUMN

°TERMINATION BEND

- BEAM

NOTE 1 CLEAR DISTANCE BETWEEN REBARS ARE TOME STRICTLY MAINTAINED

Wit, 2 GIRDER TOP BARS ARE LAID OVER OF BEAU TOP REBARS

SCALE: 1:50 mm

TYPICAL PLAN

OBEAM-COLUMN JOINT

riPAR 5PAN ), 17 12, COLUMN ROARS TO BE EXTENDED AS PART OF BEAM EXTRA BARS

--- BEAN STIRRUPS

COLUMN CONFINEMENT TIES AS PER COLUMN SCHEDULE

ROOF BEAM COAT. TOP &BOTTOM BARS

COLUMN REBARS

CORNERED/END COLUMN

BEAM REBAR °TERMINATION BEND

SCALE: 1: 50 mm

CORNER/EXTERIOR COLUMN °TERMINATION BEND

SCALE: 1: 50 mm

82 B3

LA

TOP BAR.

L4 U4 OP HAR TOP BAR

. .

,TOP eAR,

A

SOD

SCALE: 1:100 mm

BA STOP BATOP BAR 40P

000

i-TOP BAR BAR

-BOTTOM BAR ,,,TaTa MIPSPAN STP RIGHT SIR LEFT $TP LIICISPAN SIP RIGHT STP

TESDA INNOVATION C?AT4

gECTION DETAIL


0 TYPICAL SLAB SECTION DETAIL

SCALE: 1:100 mm

OPENING (L)

AT COLJMNINTEnECTION

glBA BOTTOP

GIRDER REINFORCEMENT

COLUMN REBARS

RC COLUMN

SEAM TOP BARS

BEAM

SCALE: 1:50 mm

BEAM AND GIRDER

°TYPICAL REBAR LAYOUT

AT WADER SPA,

SLAB SCHEDULE (C20 : FY250) (LEVEL : ROOF DECK)

SLAB

MARKED

SLAB

BOTTOM REINFORCEMENT TOP REINFORCEMENT

ALONG AL014,?ALNONG OVER LONG SUPPORT OVER SHORT SUPPORT

DISTRIBUTION THICKNESS

FULL LENGTH FULL LENGTH CONTINUOUS

SUPPORT END

SUPPORT CONTINUOUS

SUPPORT END

SUPPORT

61.52 . OM 0 175 OC 012017500 012 0 175 o c 012017500 0150 175 DC 53 SA. SS S21 522 523 52e

2, 01,1,3K o12,15,05., 012Q 27500 072 5.2150C 01201150C 0120 1750c 012 EP ,1500

S5 125 0120.750C 012017500 012517550 022527550 01202750C 0221575 0.0 55 I. 01201750, 012017500 0120 1750C - 01201750C 072077500

:124 .4 24 0.427.1 01201750C 0120,750C - 0,20,50C OM 0 +75 0.0 012 0517500

512 515 575 517 SIB

, 0, 175 00 01201750C 01201750C 012 e, 275 oC 0,2 0 1750C

520 220 01251750c 0120,500 012517.00. 0,20,500 - 0120,7500 012027500

SLAB SCHEDULE (C20 : FY250) (LEVEL : 3F & 2F TYPICAL)

SLAB

MARKED

SLAB

BOTTOM REINFORCEMENT TOP REINFORCEMENT

ALONsILTORT ALOVeNG OVER LONG SUPPORT OVER SHORT SUPPORT

DISTRIBUTION THICKNESS FULL LENGTH FULL LENGTH CONTINUOUS

SUPPORT END

SUPPORT

CONTINUOUS

SUPPORT END

SUPPORT 57 MD 125 0220115 OC 012 0 i7SOC 012 0 17500 012 CA 17. 0.C. 01201750C 0120 7750.C. 132.113. SD SZL Mt SE2. S.

125 0224,15500 0120,750.0 0120 2750C 522 51/ 1750.C. 012017500. 012057500 012®17500

SA 125 0120 , 75 DC 0120 278 0.0 - OM 0 t75 0.0 01201750C. 012017500 0120,750C S. 125 0120 1750.0 01201750.0 - 012 0 175 0 C. 01001750C 0120,750C 55515r475525

122 012027500 0220,750K 0120 27500 0120 175 o C 0100 175 0 C. 0120 175 DC

S11.5225,5 .15,17

525 0,2 5 11,,,c 0,2 0 21.0,. 0120 1750C - 0120 175 0 C -- 0t20.75 0 0


0 SLAB SCHEDULE

SCALE: NTS

SCALE: 1: 30 mm

JOINT 1 JOINT 2


0 TYPICAL TRUSS CONNECTION DETAILS

N./ N N ,-40C1 444_ 444 aaO

MARK ITEM

1 TOP/BOTTOM CHORD

2 VERTICAL CHORD

3 DIAGONAL MEMBER

USE GUSSET PLATE - 12mm THK.

SIZE/DESCRIPTION

2.2"X7X3mm THK. ANGLE BAR

2-2,(2"X3mm THK. ANGLE BAR

2-X.2"X3mm THK. ANGLE BAR

PURLINS . 2 x4'Sc1.8mm THK. C PURUN

ALL WELD . W 6MM (Full)/ E70x

TESDA INNOVATION CENTER-NCR °SCHEDULE OF TRUSS SCALE: NTS

---1 1/2'x1 1,2*x1/4* SINGLE ANGLE BAR (WEB MEMBERS)

- 2L-27.2"X1/4" ANGLE BAR (TOP CHORD)

N

2L-2"X2-X1/4" ANGLE BAR (BOT. CHORD)


TENSION ROD CONNECTION DETAIL SCALE: NTS

5600

TOP OF ROOF BEAM ON SURFACE

WEB MEMBERS

4-16mme ANCHOR BOLT BOTTOM CHORD

5mm THK FULL WELD

12mm THK BASE PLATE (300mmX300mm)


TRUSS-BEAM CONNECTION DETAIL SCALE: NTS

.61:0CAT:. 4.0 PREPARED BY.' 1,06

.r.4Ve .1"0=1: rr• r3v.

PROPOSED TESDA ; INNOVATION CENTER - NCR

nwsos,

PROJECT TITLE: REVIEWED. TO PLAN: CONCURRED SY. RECOMENDING APPROVAL'

- - SEE CONNECTION STRUT DETAIL 01 & 03

,333 _ 333 , . 5 r 500 \ 500 ,

3005 2L-3,0"X5/16" DOUBLE ANGLE BOT CHORD

.,-- ----1 1/2N1 1/2'x1i4" SINGLE ANGLE BAR (WEB MEMBERS)

- - -- 2L-2'7(2'X114" ANGLE BAR (TOP CHORD)

- 2L-2"XTX1/4* ANGLE BAR (BOT. CHORD)

--- KING POST (ANGLE BAR)

DIAGONAL WEB MEMBER

BOTTOM CHORD

525 825 _025_ f 825 f 825

50.04

-ESDA INNOVATION CENTER-NCR

OMAIN TRUSS DETAIL SCALE: 1: 50 mm

—SEE TENSION ROD CONNECTION DETAIL

- 2L-21(2*X1/4* DOUBLE ANGLE WEB MEMBERS

SEE STRUT-01 DETAIL

- 2L-3'X3-X5/16° DOUBLE ANGLE TOP CHORD

- 2L-3'X3-X5/16" DOUBLE ANGLE VERTICAL

SEE STRUT-03 DETAIL

20mm TENSION ROD

SEE STRUT-02 DETAIL -


OC-TRUSS 01 DETAIL SCALE: 1:50mm

—6pcs 20X350mm A325 BOLTS

-16mm THK BASE PLATE

---20mm TENSION ROD

STEEL CANOPY COVERED WITH ALUMINUM CLADDING

—600X600 R.C.COLUMN

,/ \ ,/ /1/ \ //: 1

300 404 9.00.E

5600

STRUT-01

C-PURLIN SPACED C)0.8m

TOP CHORD

LONG SPAN RIB TYPE ROOFING SHEET

SHEET CONTENTS I TRUSS DETAILS

SHEET NO.

S-14

JOINT 3

STRUT-02

1 1/21c1 1/2N1/4' SINGLE ANGLE BAR (WEB MEMBERS)

5600

"4E1

400 , 400 1 400 .1. 400

2L-2"X2°X114' ANGLE BAR (TOP CHORD)

2L-2"X2'X1/4- ANGLE BAR (BOT. CHORD)

\

STRUT-03 TESDA INNOVATION CENTER-NCR

STRUT DETAILS SCALE: 1: SO mm

Z;" TECHNICAL EDUCATION AND


§ 0 U)

D n m

F- 1.5 o


()CANOPY SECTION DETAIL SCALE: 1:50mm

P 00

SECOND FLOOR FFL ELEV. 4-04.00m

LANDING

12mm0 TOP BAR (4) 150mm O.C.

12mm0 BOT. BARS © 150mm O.C.

12mm0 NOSING BARS

10mm0 CUTBARS @ 300mm O.C.

10mm0 TEMP BAR @ 250mm O.C.

SEE STAIR COLUMN DETAIL

12mm0 TOP BAR @ 200mm O.C. (TRANSVERSE BAR)

4-12mm0 LONGITUDINAL BARS

75mm THK GRAVEL BED

LANDING!

r 2-16mm0

12mm0 TOP BAR @ 150mm O.C.


4-12mm0 LONGITUDINAL REBARS W/ STIRRUPS SPACED 4 AT 50mm, 8 AT 100mm REST AT 150mm O.C.

GROUND FLOOR FFL ELEV. +0.40m

NAT. GROUND LINE ELEV7+06.6Efril

BOTTOM OF FOOTING ELEV. +00.80m

SCALE: 1: 50 mm

TESDA INNOVATION CENTER-NCR °TYPICAL STAIR DETAIL

SEE CONNECTION DETAIL-02

6mm FULL PENETRATION 8mm THK GUSSET PLATE

6pcs 20X350mm A325 BOLTS

16mm THK BASE PLATE


CONNECTION DETAIL-01 SCALE: 1:20mm

— 2L-3')(3'X5/16" DOUBLE ANGLE BARS

8pm 20X350mm A325 BOLTS

-- 16mm THK BASE PLATE


4-12mm0 LONGITUDINAL BARS

— 75mm THK GRAVEL BED


OCONNECTION DETAIL-02 SCALE: 1:20 mm


OSTAIR COLUMN DETAIL

SCALE: 1: 20 mm

250

SHEET CONTENTS.

STAIRS Drams CANOPY DETAILS

SHEET NO.

S-15

<A",' TECHNICAL EDUCATION

r AND SKILLS DEVELOPMENT

AUTHORITY SEC. I DRO S. RERA PHD.. CSEE DIRECTOR GEMPAL

CONCURRED BY: T APPROVED BY' RECOLLLIENDING APPROVAL' PROJECT TITLE. 0-Km"..r", calef 'MT= r: PREPARED "' aac. air=

iF"'""4117:il ;''.''''.;°; PROPOSED TESDA ..,....÷.....--,..... INNOVATION CENTER - NCR ' .....,-....,1441771m:

, =, . .. nna SIR. A Ili NOALLON

OlFeCTOR. HIT= JU

‘tf ROE •

o„cs Of DIRE OR OWE./

5000

5Q40

TESDA INNOVATION CENTER-NCR °TYPICAL CANOPY DETAIL

SEE CONNECTION DETAIL-01-

GROUND FLOOR FCL ELEV. +03.60m

STEEL CANOPY COVERED W/ - - —ALUMINUM CLADDING PANEL

SEE CONNECTION DETAIL-02

SEE LB-1 SECTION

GROUND FLOOR FFL ELEV. +00.60m

NATURAL GROUND LINE ELEV. +00.00m

SCALE: 1 50 mm

GENERAL NOTES AIM SPECIFICATIONS ALL ELECTRICAL WORKS TO BE UNDERTAKEN HERE N SHALL BE DONE N ACCORDANCE Nno PIE Prww1SION OF NE LATEST APPROVED EDTION OF THE PNuPPINE ELECTRICAL CODE. THE ..AwS THE EMOTING ORDINANCES. RULES AND REGULATIONS OF CITY ENGINEER'S CFnCE. THE BUILDING ADILYESTRATION OFFICE AND INDUSTRIAL SAFETY AS WEL, AS THE REOANELIENTS OF THE WILT, COMPANY

ALL MATERIALS AND RECNIRENENIS TO BE USED HEREN SHALL BE NEW AND Or THE APPROVES TwIE FOR I'S LOCATOR AND PURPOSE

ta0 OF 13RWCH CIRCUIT rnRING 1,4 ;HMG AND POWER SHALL HALLS A LOAC LOVE THAN Pra Or ITS RAIN,

A LOW CONTROL SWITCHES SHALL BE RATED 16 AA,PERL-S. 230 VIAL

5 UNLESS OTHERN1SE SPECV3ED PILLBOXES OR JUNCTION BOXES SHALL BE PROVIDED wAENEvER REQUIRED AND NECESSARY. ALTHOUGH SUCH 80xES ARE NOT iNACATED ON PLANS

6 FOR EACH SPARE COCOS Al PANELBOARD, PROVIDE RN AIM CONDUIT 20YHYP(r) Du. TERM NATPX TO A COVERED SQUARED BO(.

7 ALL ECILIPmENT AND/NON CURRENT CARRYING METAL FRAuE. SHALL BE AROUSED KITH ADEQUATE AND EFFECTNE GROUNDING SyStEm

8 STANDARD TYPE OF ACCESSORIES SPUCITIG DEVICES. !ERA/Rano AND OTHER APPORTENRICES SHALL BE uSED FOR THE ENTIRE ELECIRCAL INSTALLATION.

9 POWER SUPPLY SHALL BE 400 VOLTS. 31. 4 RARE PUTS GROW., 60 4ERTZ

TO THE ENTIRE ELECIRKAL INSTALLATION SHALL BE DONE UNDER THE DIRECT SUPERVISION OF A MY LICENSED AND REDSTERED ELECTRICAL MGNEER OR VASTER ELECTRICIAN

I I UNLESS OTHER/USE VINDICATED. MOUNTING HEIGHTS D.J. BE AS FOLLOWS

PANELBOARDS. . B. CONDEENCE OUTLET C SWITCH OWLET D. CAN OUTLET . E GFCI COUNTERTOP .. F. COUNTERTOP OUTLET C. TEL /DATA OUTLET.

..1.808 CEITTER OF ENCLOSURE .....0.346 CENTER OF THE BOX

1 3Orn CENTER OF THE PDX 0 30m CENTER OF TOE BOX 0308 FROM TOP OF LAVATORY

......0.3046 FROM TOP OF KITCHEN OVA

.._.0.3046 CENTER Of THE BOx

12 THE JOB SHALL BE EXECUTED IN THE MOST THROUGH PROLIPT AND wORIO/AN LIHE NANER. EMPLCTONG STANDARD TOOLS. EOUIPLIETIT, UETHODS AND GOOD ENGNEERiNG PRACTICES RTE JOB SHALL BE DONE COuPLETE IN ALL ASPECTS AS REQUIRED IN PLANS AND SPECIFICATIONS AND READY FOR OPERATOR.

TO ADDITIONAL mATERvLS SPEGMATONS

CONDUIT ................. .. .....'PANASONIC:VC Giu.,'STAARTuar OR APPROVED EQUAL B TOES AND CABELS "PHELPS DODGE".*PHILRDr.-DuRAFLD, OR APPROVED EOUAL C. CIRCUIT BREARDR BOARD 'ASET.,'Gr..SCHNEIDER ELECTRIC- BOLT-ON TYPE OR APPROVED EQUAL

0 antnG DEVICES "PANASONVAEATT0N7SCANDOCR ELECTRIC' OR APPROVED EQUAL

14. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR THE PROPER IDENTIFICATION AND LABEUITG OF ALL ORM BREAKER. EACH PANEL LOU. BE APPROVED wilH A TYPEWRITTEN CIRCUIT DIRECTORY.

S. WARES SHALL BE COLOR COOED:

THREE PHASE LINE 1.........RED LINE 2.. ...YD.LOW VALE 3. ..._...BLUE NEUTRAL. . WHITE GROUND . GREEN

16 NO REASON 04 DESIGN SHALL BE DONE WITHOuT THE PRIOR KNOwLEDa AND APPROVAL OF THE DESIGNER AND THE (INNER. ANS SUCH eiTSION DONE WITHOUT THE APPROVAL SHALL CAUSE RESPONSIBILITY OF THE DESIGNER TO CEASED A WHOLE.

17 ALL WEATHER-EXPOSED INSTALLATIONS SHALL USE wEATHERPROOF TYPE NATERIALS, ESPECIALLY WEATHERPROOF CONVENIENCE OUTLET. CAST-ROBES, JurCTION BOXES SUBMIT SANP61 FOR APPROVAL

RECOLIAENON40 APPROVAL

l SIR. ..1UktitROZCO

ANTetarK74•/

CONCLTRRED BY PREPARED BY SMARTED BY REVIEWED AS TO PLAN

ABBREVIATIONS

CO CONVENIENCE OUTLET

Liu MUTTER

EE EXHAUST FAN

rCU FAN COIL UNIT

ACCU AA-COOLED CONDEIGNG um T

ECB ENCLOSED Mcurt BREAKER

NCB VINAILRE CIRCUIT BREAKER

TX TRANSFORMER

ATS ALTTOmAnC TRANSFER Sr6TCH

A. MAP AMPERE

Af AMPERE FRAME

AT AMPERE TRIP

RAC iNTERISTATE METALLIC CONDUIT

JUNCnON BOX

1.0 KTLOALIPERE INTERRUPTC4G CAPACITY

.VA KLOVOLT-NAPERE

161414R KICTUATT-HOUR

Mw KILOWATT

IN KIAVOLT

LA UGHTNING ARRESTER

LW LOW VOLTAGE

3P THREE POLE

UPVC NNPLASTICIZED POLITO/CO. CHLORIDE

v OCT

Ce MAO BREAKER

CKT MOOT

C.L. CONNECTED LOAD

o METER

DUST DCSTRD3U130/1

DF DEMAND FACTOR

DL DELLAND LOAD

DP DOUBLE POLE

ENCL ENCLOSURE, ENCLOSED

0. ow mom()

Hz Hun

TA METER

/OD WONTED

LOG VAUNTING

NCB LAIN CIRCUIT BREAKER

KGB MOLDED CASE moo BREAKER

LASS INS SWITCH BOARD

NO/ 6 ROBBER

P POLE

PH PRASE

PVC POLYANYL CHLORIDE

WC INTERMEDIATE METALLIC CONDUIT

THAN MISTURE & HEAT RESISTAtft THERMOPLASTIC

TYP TYPICAL

liv MOISTURE RESISTANT THERMOPLASTIC

USG LOW VOLTAGE SATTCH GEAR

SP SYNCROISEING PANEL

EE ELECTRICAL EQUIPMENT

PP POSER PANEL

LP LCHITING PANEL

DP DISIREUTION PANEL

DS DISCONNECT SIVITCH

RO ROSIER KM

RU MEP UP

PFC PURER FACTOR CCNTROLLER

PAT AMER FACTOR SOCATOR

Amu AIR HANDLING MIT

DAUM° LEO BIOS ARO SYMBOLS

0 RECESS!) mOLNIED. IDA ..ED DO6NJO.IT

2 mu. UOUNTEA 1315 LED 130704u041"

,-----, SURFACE MOUNTED. i20omm. LOX LED FLUORESCENT LIGHT

2420W, 300rwww1200mm. CEILING RECESSED FLUORESCENT WAFTING FoTJRE r=1

—ri-2-7--.-7.- 5.13W TRACK LIGHTING FATURE

2 WA. MOUNTED, ELEVATOR SHAFT UGHTING FIXTURE

ID SUSPENDED 2004 KC. PAY LUMINAIRE

MID 431T EXIT LIGHT WITH 2ARS BATTERY PACK

— - — - — CONCEALED LIGHTING

V 13w SURFACE UOuNTED uPUGHT

E INDICATION FOR LULiNARES ono 2HRS BATTERY PAO,

' • 1 GANG SINGLE POLEDNGLE THROW WITCH. 154 230V

25 2 GANG. SINGLE POLESNCRI THROw SWITCH. 154 2360

ITS 3 GANG. SINGLE POLE/SINGLE THROW Swnem 15k 2305

R RD/RD RISER UP/DOWN

0 JUNCTION BOA nSONCEALED LIGHTING PROVISON/WPM Mgr)

POWER LEODIOS AHD SYMBOLS

0 DUPLEX CONVENIENCE OUTLET

w` FLOOR uOUNTED COMIETHENCE OU-LET

0 91IPLEA CONVENIENCE OUTLET

0 HD HAND DRYER PROVISION

0 SPECIAL PURPOSE OUTLET

0 JUNCTION BOX

D DSCOIINECT sattcH

eli ENCLOSED CIRCUIT BREAKER

ISI DISTRIBUTION PANEL

MI An/Ea/ARO

TT GROUND EAR

0 GROUND ROD WITH TESTING PR

® GROUND ROD

e RU/RD RISER UP/DOTP4

($-> EARLY STREANER ELOSSON uCHTHINC PROTECTION

SKEET CONTENTS

ADJS./TOTES LEGENDS AND SWAPO.

SHEET NO.

E0-00 AO G TL TECHNICAL EDUCATION

AND

ig SKILLS DEVELOPMENT AUTHORITY

PRoJECT TITLE


ncsa co... tout.. u tag 'apace

090 16130 1/1 rua AMPS

DEMAND FACTOR ( DEMAND LOAD,

l orriu. CURRENT'

PANE1 NAME. PP, OF LOCATION ELECTRICAL ROOM

FEWROM MDP GE maul/TING WALL MOWED

SYSTENT .VAC. 3o, 4W.G, 6017 ENCLOSURE. NEN. 1

CTT 1/0 DESCRIPTION

CONN DEMAND

LOAD FACTO? DEE..N 0

LOAD you AMP ORCUT BREAKER CABLE SUE EMMA t

30 AN BN CN AT AF POLE' YAIC nil PHASE . GROUND SIZE TYPE

1 UGHTING . 090 I 140 230 069 20 100 1 10 MCCB 2. 3570192 THAN I • 3 5mrn2 TV 20 PVC

2 LIGHTING 169 090 152 230 0.73 20 100 1 10 LICC8 2 3 Srnrn.2 TIM 1 399-1192 TV 20 PVC

3 .LIGHTING 4 MAW STAIR LiGHTING 5 ELEVATOR LIGHTING

1,587 Ct 90 _I 1,423 230 690 20 . 1 10 10

MCCB MCCB

2 . 3 Smm2 THWN 2. 3 Srnm2 tHLAN

1. 3.519.2 TW 20 1- 3 5nn2 TV 20

PVC

104 56 1i 0.90

LI 50

230 230

045 ,,,, .4

2.0 . . 100

1 , 1

PVC PVC 10 MCCB 2 • 3 Smm2 TEN, I • 3 5rtn2 TV 20

6 'FIRE EXIT UGHTIN El 144 .0 130 230 063 20 103 1 10 MCCB 2 . 3 5AnN2 THWN 1 - 35mml TV 20 PVC

7 FIRE D3T UGHTING 144 190 130 253 1163 20 Ka I 10 taco 2 - a-savoz wow. 1 - 3 Smn12 rw , 20 PVC

I FACADE UG.NG 1603 090 1,440 230 695 20 103 1 10 MO. 2 . 39.0 THWN 1- 3 Sm702 TV 20 PVC

9 LIGHTING ,FACADE 234 I 090 211 230 102 20 103 1 10 MCCB 2. 3 Smm2 THWN 1 - 3 SnuTO TV ' 20 PVC

10 .hvENIENCE LAYOUT 720 0.60 432 230 3.13 20 100 1 10 MCCB 2 - 3 Smm2 TOM/ 1 - 3 Srnr42 TV ; 20 PVC

LI :CONVENIENCE .ycpn coo 0.60 S40 230 4_ 391 20 . I 10 MCCB 2 - 3.9mr0 TAVN 1 - 3 SnuTO TW 20 PVC

12 1CONVOILENCE LArcurr 900 CIED 540 230 191 20 WO I 10 MCCB 2 3 5,mn2 TWIN 1- 3 5rmn2 TV ' 20 PVC

1.3 CONVENIENCE LAYOUT 1,260 0.60 755 230 5.49 20 103 1 II MCCD 2.3519192 TAW/ 1 3 Snunt TV 20 PVC

14 ,CONVENIENCE LAYOUT 990 560 540 230 391 20 100 1 10 MCCB 2 . 3 Srnm2 TIM 1 - 3.5mni1 TW 20 PVC

15 AND FAUCET SENSOR 420 CLEO 136 230 183 20 WO 1 10 MCCIA 2 . 35mrn2 THWN 1 • 3 Smm2 nv : 20 PVC 'FLUSH

16 OVER ,11.0 500 070 350 283 2 17 20 103 1 10 MCCB 2 . 1 Smn0 THWN 1 - 35rnml TW 20 PVC

17 ;HAND DRYER . 070 350 230 217 20 ICO 1 10 bun / - 1..2 nwav 1 - 3 .1m2 nv ', 20 PVC

18 ,HAND DRYER 501 Q70 350 230 217 2D 100 1 10 MCCB 2 . 3 50.2 THAN I . 3 5mr4.1 nvi 20 PVC

9 rUG101146 1456 090 310 230 6.33 20 100 1 10 MCCB 2 . 3.9.12 THWN 1 . 3 Smrn2 TW I 30 PVC

'30 UGH71//0 169 090 152 733 073 20 100 1 ID MCCB 2. 3 Snun2 THWN 1 - 3 Snn1 TW I, 20 PVC

21 UG.//6 1914 190 1,723 230 332 20 103 1 10 MCCB 2 , 3511..2 THWN 1 . 3 5rnm2 TN ' 20 PVC

22 CONVENIENCE LAYOUT 1,440 0.60 064 230 626 20 100 1 10 MCCB 2 . 3 Srnrn2 THWII 1 - lSrrn. TW 20 PVC

23 CONVENIENCE LAYOUT 1,440 0.60 867 230 626 20 102 1 10 MCCB 2 3 5rn n12 THWN 1 3591707 TW 20 PVC

34 .YOUT 4CONVENIENCE 1,620 0.60 972 230 7.04 20 100 1 10 MCCO 2 • 3.5m rn: TTVNTh 1 . Iszau, rw i 20 PVC

900 060 0.50

540

336 230 230

1 20 103 1 10 MCCB 2 - 3 Smm THI 1 • rn TV t 10 PVC

35 'FLuS"D'AIINFCIU'OTY°SLITENSOR 420 20 103 1 10 MCCB 2 • 3 Smm2 THWN 1 • 1 Smrn2 TV/ 20 PVC

:: HAND" DRYER 500 0.70 350 230 217 20 100 1 10 MCCB 2 . 3 Smn12 THAN I • 3 Smrn2 TW 20 PVC

2B !HAND DRYER 500 070 350 230 2.77 21 KO 1 10 MCCB 2 . 3 97.2 THAN 1 . 35mrn2 TW I 20 PVC

29 HAND DRYER .0 0.70 350 230 217 20 100 1 10 MCCB 2 . 3 Smrn 2 THAN 1 - 1 Smml Tv 20 PVC

30 FACADE UGH TING 500 070 350 130 217 20 100 1 10 MCCB 1 . 3 Srnm/ THAN 1 . 3 5r4m1 TW I 20 PVC

31 SPARE 20 103 1 10 MCCB I 32 SPARE 20 100 1 10 MCCB

I 33 SPARE 20 100 3 10 MCCB

34 SPARE 20 100 3 10 MCCB

' 15 SPARE 30 100 3 10 MCCB

1 36 ,SPARE 30 100 3 10 MCCB

MAIN CIRCUIT BREAKER MAIN FEEDER

TOTAL CONNECTED LOAD 17,993 0.90 16,130 230 3604 2E31 31.97 50 100 3 la macs 4.14333 THWN 1.8.@1092 TTY 1 25 !MC

PANEL NAME PP-GE.ADMIN FED ,ROM: MDP.GF SYSTEM- MAC. 30. 4WYG CON(

10.710N AD5174 OFFICE MOWING WALL MOUNTED ENCLOSURE NEN. 1

CCT NO DESCRIPTION CONN LOAD

DETAAND FACTOR

DMA. .0AD

v., T - -

AMP CIRCUIT BREAKER CABLE 512E 30110517

30 AN BN CNAT Ai 0011 .AID TYPE I PHASE GROUND SIZE TYPE

I 4GND5G 310 093 3621 230 139 23 103 1 10 MCCB 2 3 Snun2 THWN 1 3 94 n.12 TV 20 PVC 2 3

CONVENIENCE LAYOUT ,.. 720 1.0:0

060 100 7

233 230

313 10 103 1 ID MCCO 2. 3 5.0 OWN 1 3 .40 TN 20 PVC 4.35 20 100 1 10 1.4CO3 2 . 3 Smm2 TWO/ 1 1 5m TO TV/ 20 PVC I

O M:A'"W0

F PROVISION s 60'.4[300000106 1,000 103 1,030 230 4.35 20 103 1 10 MCCB 1 - 3 541402 THWN 1 3 541712 TW 20 PVC

5 PA RACAPRO0VI1S010/1 1.033 1.00 1.060 139 435 _4 10 103 1 10 IACCB 2 . 3 9,71m1 THWN 1 19.0903 20 PVC ' CCTV CORE SVYTTH PRowsioN taco 100 taco 230 .., 435 7.0 103 1 10 WO 2 . 3 5:11,n2 TWIN 1 - 3 SIn m2 TN 20 PVC

7 SPARE I 20 100 1 10 LICCB 0 SPARE

120 103 1 10 MCCB -J

9 SPARE 20 106 3 10 IAMB 30 SPARE I 20 ICO 3 10 MCCB

..._ _, MAIN CIRCUIT CLEARER - - ---, own cErota

TOTAL CONNECTED LOAD 5,003 0.514 4,720 ,, 230 0.52 8.70 8.713 SO 103 3 18 MCCB 4- 101.271-5104 / • LOrnm2 TIN 32 PVC

DEMAND FACTOR DEMAND LOAD

'TOTAL CURRENT

0.54 SO AT 100 AF 300L3 400V 4720 VA 681 AMPS PHASE: 4. Mount THAN

GROUND: 1 8.01.2 7W CONDUIT. 32 mm 01670 CONDUIT

PANEL NAME PP-TELCO LOCATION. TELCO ROOST

400v4C.. 30. 416/.0 600 UOUNI1NO WAll MOUNTED F,E,,,DTEFRC10151,t MOP OF - ENCLOSURE. h EMA 1

co NO. DESCRIPTION CONN LOAD

DEMAND FACTOR

OEMAND LOAD

VOLT AMP CIRCUIT BREAKER CABLE SIZE CONDUIT AN BN CN AT Al POLE .IC TYPE PHASE GROUND SIZE TYPE

1 LIGHTING • CO 240 090 21.5 130 1.01 20 103 1 10 1.33II 2 . 3 91.2 THWN 3 3 Smm2 TW 20 PVC

2 SPARE 7D 103 1 10 LACCB 3 n'Eawatgrcr 5,003 1.03 5.000 230 21.74 70 103 1 ID 67:CB 2.5 Smm2 THW71 1 69:m0 TV 25 PVC

' 4 SPARE 70 103 1 10 MCCB

5 ACCU•GLOI (DUNI 613 1.03 648 230 282 20 ILO 1 10 TACO 2 - 3 5mm2 THWN 1.35.192 TIN 20 PVC

6 ACCU-Gi-01 (STANDBY) 618 103 648 230 282 20 103 1 10 IACCB

7 SPARE 00 103 1 10 MCCB

a SPARE 20 . I 10 6.11

MAIN ORCUIT DREAMT MAIN FEEDER / TOTAL CONNECTED LOAD 5,859 1.03 S.1364 2.30 1.04 2174 283 _ 103 t 1[0 3 13 IA= 4.33X(12 DAMN 1-80.032914 32 IMC

SO AT 100 AF 3 POIE.400V DEMAND FACTOR: 5.00 100 AT 100 AF 3 POLL 4COV

PHASE 4.1419192 *OWN

DEMAND TOAD OJRRENT.

5.954 VA 25.43 AMPS PHASE: 4. 30min2THWN

GROUND, CONDUIT.

I --.41nOTW 25 mm 0 IMC CONDUIT

GROUND: CONDUIT:

1 - aa.anv 32 6.0161C CONDUIT

,PANEL NAME. WIDP-(F FED MO. UTILITY COMPANY

!SYSTEM. 403vAL3o. 4VNG. 60H2 !

LOCATION. ELECTRICAL ROOM MOUNDNG. WAU MOUNTED ENCLOSURE. NEN. /

7 NO DESCRIPTION CONN TOAD

DEMAND FACTOR

DEL-14110 LOAD

VOLT AMP CIRCUIT BREAKER CA. SIZE 1 COI MAT

30 AN EVI CIA AT AF POLE .IC WPC PHASE GROUND 1 512E TYPE

5 PP-OF 12,959 0.90 16,130 230 • 360 283 320 SO 102 3 18 MCCB 4 . 147.12 THWN 1 - 8.13mm2 TV/ . 2S INK

2 PLGF.ADNIN 5,040 0.94 4.72D 230 4.5 8.7 87 50 100 3 13 MCCB 4.14.1.2 TENNI 1 . 80.0 TW ' 32 PVC

3 , PP.TELCO 5,838 103 5,864 210 1.0 21.7 2.8 103 103 3 13 MCCD 4 30.1.2 THWN 1 . 8 Omni 7W I 32 MC

I 4 ',..GF.MECH 100,633 0.66 66.579 230 129 4.9 10.0 34.6 115 1-. 3 22 MCCO 4 501rn2TIAVII 1 - 14,0912 TV/ 1 50 IMC

5 'PP-3F 4___H 13,135 0.71 9,320 230 0 240 17.0 161 40 100 3 121 MCCO 4 - 8.0.12 TIM 1 • 5.91.2 TV , 25 IMC

I 6 DP-RD-MEM 81,795 0.80 65.329 230 115 4.3 4.3 MCI L50 150 9 22 6.11 4 . 607.2 THWN 1. 14,1.21V/ 1 50 :MC

7 (SPARE 50 100 3 18 MCCB

a ,SPARE 50 100 3 111 MCCB 1

MAIN annul* BREAXER MAIN FEEDER

TOTAL CONNECTED LOAD 224,403 0.75 167,940 230 243.95 74.82 0111 94.17 300 400 3 25 MCCB 4.20019/12 NAVAL 1 - 3011.2 TIN r 90 PVC

'DEMAND FACTOR, 10E5.0010AD. TOTAL CURRE NT,

075 300 AT 400 Ai 3 POLL .V

167940 VA 242.41 AMPS PHASE: 4 . 203rnm2 TWIN

GROUND 1 • 3019192 TV CONDUIT: 90 mm 0 IMC CONDUIT

SCHEDULE OLOAD SCALE: NTS

CONCURRED BY REOONMENDiND APPROVAL APPROVED BY PROJECT TITLE 4-- ,

EUtylt

PREPARED BY REVIEWED AS TO PLAIT 8UBLUTTED . SHEET CONTENTS SHEET NO.

07 l ROZCO SEC. 1000RO S. IA0EF4A PRE„ COVE


110111> •

LOAD SCHEDULE

E0-01A ENOR .10 AD "C SANTOS i!) •

ocw.c.am. ELE47nrw. Avg. saLoTto

-""--0k> TECHNICAL EDUCATION AND


PANEL NAME WAD-41E0H FED FROM. .P-Gf 5.nm 400VAC. 3.3 3WM . 60341

Locanon ELECTRICAL ROOM vOUNTING WAU WOUNTTO

...Mit NEW 1

CAT HU. Disc 31 P T1ON CONN LOAD

DI 77.7ANc 0EvAnD Li FACTOR LOAD

A CIRCUIT BREAKER MOLE SO CONDuil KM= a, Ar to Pot' T tA1C TYPE

, GROUND SOF TYPE

7 P ROLIF 1 27. 230 1 ]HSO 3 ' 29 Arco 4 Samna TWO 1 140.]05 SO imc PARE

OEM= 115 50 3 . ATO3

3 4CCURb01 13.169 0 A 9.237 230 1 514 . 3 10 MCCB 4 S 547.11.4. 1. S Sm. T.. 20 PVC

4 ACCu•RI3.04 13.1. 070 9132 RH 50 . 3', 10 MCCB 7 • 5 Smen2 THWN 1 5.9.72 MTN 20 PVC 5 ACCORD 04 13.1E9 070 9 232 50 110 3 1 10 MCCB 4 3.5mm1 THWN 1 5.97.2 TM. 20 PVC 6 AMU-RD-04 13.1. 010 WanillEM 0 50 103 3 10 1V.13 4 5.34.2 111W14 1 5.5.40 THWN 20 PVC 7 FCU 0 MARGO 05 0.70 439 2.72 20 . , 1 10 MCCD 1. 3 Sm. THWN 1 3 Smm2 Mw77 20 Pvc 8 9

KU PROM.. FCU PROVISION -2. 375

675

0.30 0.70 263

163 1

72

20 __ 20

. . 1 10

. 1 10 WO MCCB

2 . 3.34442 TOWN 1. 3.5=42 THW14

1 - 3.9174 THW.7 1. 3 5mm MT 20

Pvc

PVC

10 ECU PROVISION 433 20 :CO i f0 MCCB 2. 35002 TIWN 1 - 3.5.70 THWN 11 SPA 23 :CO 1 10 1.03 12 SPARE I 73 . 1 10 MCCB

13 SPARE 14 SPARE 20 100 3 10 1. 92133

S f MAINORO19E0REARER AWN FEEDER TOTAL CO NECTFO LOA RI. 111=1.1111MMENETIEI0 0.35 043 , 150 150 • 3 22 MCCB 4. 604.2 WW1 1.147731195 93 1MC

DEMAND FACTOR. DEMAND LOAD TOTAL CURRENT

O. 653. VA 0133 AMPS

150 AT ISO

PRASE GROUND: CONDUIT:

AR

1- 141702120 50

4. 604.21NWN

37016, 4007/

nun 0 MC CONDUIT

LOCATION. ELECTRICAL ROOM MOUNTING' WALL MOUNTED ENCLOSURE: NEW 1

PP-3F 110P-G3 400VAC. 33, 41.470

PANEL NAME FED FROM

SYSTE5*

Cr NO CHSCA,PRON CONN. CEILMND FACTOR

1.LOAD

OOM.0V0 LOAD

, AMP CIRCIAI BREAKER CABLE 5125 COND51

K, A11 037 CA AT i 11, POLE kAiC TYPE PHASE GROUND Se I TO ,

JGHTHIG 5E6 090 599 230 2.90

,

I 23 100 1 10 MCCB 2 3.5,7.2 THWN 1. 350021W ZO PVC

2 .3091190 1.090 1,M0 230 572 20 103 1 10 MCCB1 1 1 9.17n2 THWN 1 35007 TIV 20 PVC

a J01111710 1.331 090 1243 230 6.00 20 100 1 ID MCCB 1. 3 Sinrn1 TR. 1. 3.97.1 TV 20 PVC

4 CONVENIENCE LAvOUT 1620 OW 972 230 7.04 20 100 1 10 MCCB 1 . 3.5.632 THWN 1 3 54.2 TW 20 PVC

5 CONVENIENCE woo Lin 020 649 230 4.72 20 100 1 10 MCCB 2 • 3. Sparta THUM 1 • 3.5mm2 11V 20 PVC

6 COUVENIENCE LATOIll 1E20 0E0 972 230 7 20 100 1 10 MCCB 2 . 1 S.112 THWN 1.35002015 20 PVC

7 CONVENIENCE LAYOUT 1.620 060 972 230 701 20 100 1 10 MCC') 3 • 35173121MM 1 - 35=2 nv 10 PVC

8 CONVENIENCE LAYOUT L260 360 a 756 230 5.43 20 WO 1 10 MCCB 2 . 3.5.m2 THWN 1 . 3 Sram2 nv 20 PVC

9 4115114WD FAUCET SMISOR 420 0E0 331 230 L13 20 WO 1 10 MCCB 2 • 3.5,71m2 OWN 1 . 3.547m2 TW 20 PVC

10 HAIM MS 500 070 350 230 2.17 20 WO 1 10 MCCB 2 - 3.501012 1MVN 1 - 3.50.12 110 20

11 1AND DRIER SOO 1170 350 230 2.17 20 160 1 10 MCCII 2 - 3.103m21311771 1 • 3.5mm2 115 20

11 44050 3RTER 503 am 350 230 2.17 20 103 1 30 MCCB 2 .1 577.11H1. 1. 354.1 nv 20

1.3 JGHTING 432 as° 434 230 210 20 103 1 10 MCCB 2 3....,un2 THWN 1 3.5.93 RV 20

101471140 286 090 257 230 WIN

1.24 20 100 1 10 MCCB 2 3 93112 1111574 1 . 3.5mm2 110 20

35 SPARE 20 ICO 1 10 MCCB

16 SPARE 20 100 1 13 MCCB

17 SPARE 20 100 1 10 MCCB

18 SPARE 20 1.00 1 10 MCCB

Ern PARE 20 11:0 3 10 1111.

3.0 PARE 20 132 3 1. .C8

10 MCCB

MAIN CIRCUIT BREAKER MAIN FEEDER

TO1AL CIP1REC1E0 LOAD 13,135 0.71 9,120 230 23.97 17.05 1623 40 103 3 113 MCCB 4 • 8.0mm2THWN 1. 5.5mm2 11V 3S NEN DEMANDFACTOR:

COMM101.0.40. TOTAL CURRENT

OM 40 AT 100 OF 31014400V

9320 VA 1345 46175 P1915E 4 • 110mm2 THWN

GROUND: 1 . 5.5=1 11V CONDOR: 75 mrn OINK CONDUIT

.0CATION ElECTIICAi ROOM MOUNTiNG. WA. MOUNTED ...0SuRt. HELM 1

NIEL NAM! PP-GP-31E07 ED FiloM

SYSTEM: 4001AC, 36, 3204.46, EGO

GROAT BREAKER CABLE SUE AMP CO7 OUIT CO.. DEMAND COMM. VOLT 1040 FACTOR LCAO

DHCAMTON CKT AF POLE ERIC 100 3 19

TYPE 41103

GROUND 1 5.97.2 TV

SUE TYPE 32 PVC

30 32

BH CN AT PHASE Afl

too 4 604.2 THWN 13520 400 ACC U•44-33 22.314 070 100 100 3 19 4 aann0 THWN 1. 55=712 TV 31 PVC 43.125 MoD 12 MCCB ACO244.03 22,314 070

mc. 700 WO 3 113 4.8.04.2THINN 1 5.347702 TV 32 PVC 15,620 400 32 7170 ACCU.17.03 22314 100 . ROmm2 TM. 1. 53.42 Tv 103 3 19 MCCO 32 PVC 15,620 400 32 070 ACCU.24-03 22.314

LOCAlION. OICTRICAL PROM NOUNTING WA1114UUNTED EucLOSuRE. NEMA

PANEL .192. PP•3F-UPT EEO FROM MDP-GE SYSTEM 430VAC, 3o, 320.11, 60113

20 ACCU•GE-01 I 648 1E12 100 1 10 MCCD 2. 154.2 DA. 1 .3.91.2 TV 20 PVC 453 730 13.70 ACCDG44. I 648

2438 MCCB 3 • 3.54.2 TNWN 182 20 110 1 10 1. 1.31702 114 . PVC 453 230 0.70

DEMAND WAD

DEMAND FACTOR

VOLT AM P CIRCUIT ORM.

30 AN BO 01 AT 1 ERIC RIPE LOO 2),(3 40033 39 100

AFJPOLE 1M 3 1D 190:9

aoo 130

1,CO. 7 3, i ;O. 1,9CCO..

_.

WO.

20 no 130

wo i t 70 MC. .0 . a 1 20 ,_...., 1034 1 4 10

Alma MCCB

-

, 70 230

330

_

9137

_i__ MAIN CIRCUIT MAKER I

1.00 27',00_0 1251T .53 1,1_AB 161003

MCCB MC.

2 • &Senna My. 1-5.377.2 Tv 120 1 10 103 1 10

20 PVC a 130 160 30 30

ACLU-2F 02 SPARE

CONDUIT MOLE SIZE PHASE GROW()

20 1. 197.1TW 2D 2.72 103 1 10 MCCB • 3.54.2 THAN PVC 011111 Cr 110. DESCOPTON WAD

CO2 PROVISION I 625 KU PROVISION 500 Co) PROVISION I SOD

438 220 040 SIZE TYPE MCCB 2 • 35402 THWN 1. 397.2 T'S 20 350 230 2 17 20 100 1 10 PVC 070 10

11 72

14

13

15 16

25 11,4 4.14.52 nwat 3 - ilo...2 TV 20 20 103 1 10 MCCB • 154.2 THAN 1. 354.2 Tv PVC 350 2. 2 17 070 1

17,003 ;:.A0",:i CO„TRODER 23 KU PROVISION ; MCCB • 3 571.2 MWN 1. 351712 Tv 20 2.17 20 1CO 1 10 PVC 330 070

4 UGH.% 46 5 SPARE 6 SPARE

.1

OTAL CONNCCFED IDAD 27,000

Im ! 1 to Ito 1 1 1 to

- 554.2 THWN 410. 1. 597.2 1W 20 PVC L932 230 12.0) 33 7707 12,760 0 70 20 2 • SSinm2 DONN 1 • S.Snwn2 nv TP•02 2.710

SPARE 1220 30 MCCB PVC L931 230 0.70

100 3 10 103 • 3 10

20 MCCB MC. ID SPARE

MAiN ECEDER MAIN ORCUITORIAKER 4,_so,ranityi 1 75,%.2 mai 1 so llimc 545. 230 12823 4.83 9.93 34.60 1273 130 3 21 171CO3 4. 504.2 THWN 1. 14.172 TN IMC TOTAL CONNECTED LOAD 633 0.66

DEMAND FACTOR 0.93 125 AT 150 AF 3 POLE, .V DEMAND LOAD 66573 VA TOTAL CURRENT: stop AMPS PHASE: 4• Sawa THWN

GROUNII 1.147777 720

CONDOR: 50 .m9!MC CONDUIT

125 AT ISO Ai 3 POLE. 400V 06A4110 FACTOR 140

DEMAND LOAD 2700). TOTAL CURRENT 3337 AMPS PHASE. 4. Mona TR.

GROUND 1. /404772111H/1 CONDUIT: 50 nun 0 IMC CONDUIT

OLOAD SCHEDULE SCALE NTS

SHEET coteENT6 SHEET NO. REVIE1,40 AS TO PLAN 600130TI9 BY PREPARED By PROJECT TITLE REC.611.-INDING APPROVAL CONCURRED BY LOAD SCHEDULE

4040 TECHNICAL EDUCATION AND


PROPOSED TESDA INNOVATION CENTER • NCR E0-01B

R 11.* ozco

7 4 A.... t•• IE.:YUMA

RECOMMENDING APPROVAL SUBMITTED BY PREPARED BY REVIEWED AS TO PLAN

SAAITC) ER CPJLCO

CONCURRED BY

TECHNICAL EDUCATION

oy SKILLS DEAVIEDLOPMENT AUTHORITY

DESIGN LOAD ANALYSIS Volt-Ampere

1. Air-Condition Loads

a Four 14) • 518 VA Air Coiled Conditioning Unit(ACCU)

2,072

'b. One (1) - 1950VA Air Coiled Conditioning Unit(ACCU)

1,950

c. Four (4) -17581VA Air Coiled Conditioning Unit(ACCU)

70,324

d. Four (4) - 10551 VA Air Coiled Conditioning Unit(ACCU)

42,204

Provide: Four (4) 20-Ampere Circuit, 1Po le, 2301/

Provide: One (1) 30-Ampere Circuit, 1Pole, 230V

Provide: Four (4) 100•Ampere Grcuit, 3Pole, 400V

Provide: Four (4) 50-Ampere Circuit, 3Poie, 400V 116,550 VA

2. Lighting and Receptacle Loads

Lighting Based on Required No. of Fixtures and Rating of F ixtures

12,628 VA

Convenience Outlet Based on no. of Receptacles and 1.80VA each. (101 x 180VA =18180 VA) 18,180 VA

Provide Twenty (20) 20-Ampere circuit for lighting each with and a minimum wire size of 3.5 mm°2 THHN

Provide Fifteen (15) 20-Ampere circuit for convenience receptacle each and with a minimum wire size of 3.5 mrn.2 THHN

3. Other Loads

a. Two (2) - 2HP Booster Pump 5,520

Provide Two (2) - 30-Ampere Circuit

b. One (1) - Passenger Elevator @ 27kW 27,000

Provide One (1) -100-Ampere Circuit

c. Fan Coil Unit @ 100W

Provide Eight (8) 20-Ampere circuit 4,125

Total Other Loads: 36,645 VA

Application of Demand Factor @40% 14,658.0 VA

Total Net Computed Load: 162,016 VA

4. Circuit Requirement:

Main Feeder:

= (287471/A+ 25% of 17581) 400V /1.732

240.20 A

Use 1 Set of 4- 200mm2THWN for Phase Conductor

Main Feeder Protection:

Use One (1) - 300Ampere Trip, 400 Volt, 3 Pole Molded Case Circuit Breaker

OELECTRICAL DESIGN ANALYSIS SCALE NTS

aCUrt o

TRANSFORMER I s c syrn RMS 36084.39 I Total Apparent PON!, 300 kVA Amps Mot. (Contribution) 259.82

VOLTAGE (Primary) 34.5 kV I s.c Motor Contribution 1039.26

vOl 'AGE (Seconcianil son v - f Factor 0.6521 NFL 433 01 1..T.A1ULTIPLIER 0 6053

TE . 1.20 i r..c. sym RMS 21841 88

M(100/952) 83 33 "C" value 20566

II Sets of Cenouctors Length (ft) 8583

Total I s.c. gni RMS 22881.14 L

FAULT POINTS

CABLE SUE Available I u. from upstream

NO. OF SETS OF

CONDUCTORS C VALUES LENGTH

(ft) -r

FACTOR -Nr

' LSC SYM MULTIPLIER ,

Total Current

MOTOR CURRENT

CONTRIBUTION

r, e c. ...,°,,,,,,TAL 1 '.." ""

Specified KAIC

RATING FROM TO

trnurt COMPANv MDP.SE 200 23,461 1 20,566 85.83 0.4240 0.7023 ; 16,477 242 582 152395.07

MONGF PP-1F 14 16,477 1 97,100. 13.00 0.0313 0.9691 1--- 15,976 23 15,97631 18

MOP-GE PP.GF-ADMIN 14 15576 1 2.425 63.52 1.8120 0.35567

5,681.43 18

MOP-GE PP-TELCO 30 16,078 4,774 63.40 0.9246 0.5196 jr51115 02 8,456.24 18

MOP-GE PP-GF.MECH L 60 8

16.361 1 8,925 1.64 0.0427 0.9591 15,691 961._ 384 16075.16 22

MDP-GF PP-3f 16,477 1 1,557 28.35 4.2609 0.1901 3,132 , .

• 3,1.31.95 18

MDP-SE OP.R17.MECN 60 J, 16,854 1 8,925 40.16 1.0771 0.4814 i 8 114 94 377 8,491.45 22

DP-RO-MECH en-rtauFr I 50 16.570 1 7,293 1.64 0.0529 0.9497 . 15,738 39 94 15,1331.06 12

OSHORT CIRCUIT CALCULATION SCALE: NTS

SHEET NO SHEET CONTENTS

ELECTRICAL 050115 AHAIYSIS SHORT =CUR ANALYSIS

APPROVED BY

SEC. 10110 B. ENA. PHD. CSEE DIRECTOR GENERAL

PROJECT TITLE


teZook MCA GAZI ,Npn

E0-01C

TERAOMDFCLE.00-Fr LIGHTING LAYOUT SCALE. 1: 200 mm

RECONMENDUTO APPROVAL CONCURRED BY

LEGENDS At9 SYMBOLS

RECESSED MOWED, 13vi LED ODIVIR.IGHT

WALL LIOUNTED. 130 LED DONTiLIGHT

SURFACE LiCluNTED. 1200., 20W LED FLUORESCENT LIGHT

2.100. 300.H.1200mm. CEILING RECESSED FWORLSCENT U001011 ToCuRE

5.130 MAO, L101T9IG FIXTURE

WALL ND/MED. ELEVATOR SHAFT LIGHTING FIXTURE

SvSPEIZED 2000 HO. BAR LinnuuPE

04 EXIT LIQR roTH NTS BATTERY PACK

0

9

V 1 AV SURFACE VOWED uPL.1

CONCEALED U04TRIG

1104EAT10.4 FOR LulnYAIRES riFIH 2HP 3 BATTERY PAIR

I GANG. SINGLE POLE SINGLE THEN. ORIGIN 15A 2300

2 GANG. SINGLE POLE SINGLE THROW %ITCH. IS A. 230V

3 GANG. SO/OLE POLE SINGLE 1102010 SNITCH. I SA. 2300

RISER UP/DOWN

0

PROVIS(ON/TAPPI% 00111) JUNCTION BOX (CONCEALED LIGHTING

.Ru/R0

ENEET NO. REVIEWED AS TO PLAN PREPARED BY SUBMITTED BY

SHEET cOriTENTS APPROVED BY .

SEC. ISIDRO S. LAPEEIIA, PHD ,.CSEE

PROJECT TITLE

PROPOSED TESDA INNOVATION CENTER • NCR E1-01

CPFIA>,%,,I, TECHNICAL EDUCATION

Cqtr, SKILLS DEVELOPMENTAND .IS) AUTHORITY

GROUND PL.OoR UGHTIND LAYOUT

EWA. R

9

O

LEGENDS AND SYMBOLS

RECESSED LTOUTITED. 1301 LO) powwow

WALL LIMITED. 1 3W LED oonuoa

SURFACE VOUNTED. 1200m, NTT LED FLUORESCENT LOU

2120W :100mrris1200rnm. CELTIC RECESSED riutrEscoe Loovc rruaE

5a13! TRXX LIO,TT, FUTURE

WALL UOUUTED. ELEVATOR SHAFT UGNTINS FIXTURE

SUSPENDED TOOW 1011 DAY

0 JUNCTION BOX (CONCEALED LICPPPiC PROWSIOWTAPPNC PONT)

SCALE: 1: 200 mm

LED all EXIT LIONT 111111 2.5 BATTER! PICA

13W SURFACE UOutiTED U,LIGHT V CONCEALED UC1411/1C

manta+ FOR LinatuRES WIN1 TIPTS BATTERY PACK

GANG. SINGLE POLE SINGLE THROB i5A. 2300

2 CMG. SINGLE POLE SINGLE THROW SWWCIt 15A 230V

3 CANC. SINGLE POLE satsu 100011 WICK 11y 21EN

RISER uP/OOnti

iS

Ru/R0

TERRAc CENTER - NCRo

L

LIGHTING LAYOUT

TECHNICAL EDUCATION

4rND

jr, SKILLS DEVELOPMENT AUTHORITY

APPROVED BY

SE storm S LAPERA, PHD , CEO! DIRECTOR ODIEM

PROJECT TITLE


11113 ',Y. PO

CONCURRED BY RECO UNENDING APPROVAL PREPARED BY REVIEWED AS TO PLAN SUBLIMED BY SKEET CONTENTS

SECOND FLOOR UGHTP/0 LAYOUT

SKEET NO

E1-01

SUBMITTED BY PREPARED BY

REVIEWED AS TO PUN RECOMMENDING APPROVAL

LEGENDS AND SYMBOLS

RECESSED MOUNTED. 13w LED DOwNLIGNT WALL MOUNTED, 13w LED DCHTILUGHT SURFACE MOUNTED. 120ONH. 20w LED FLUORESCENT LOW

=:1 300www.1200., CUING RECESSED FLUORESCENT LIGHTING FUTURE

5,13W TRACE LIGHTING FUTURE

WALL MOUNTED. ELEVATOR SHAFT U0oLuG FIXTURE

SUSPENDED 20010 HIGH BAT LUMINAIRE

ENT EOT LIGHT WITH OURS BATTERY PACE

2

•

V 131! SURFACE UOuNTED UPLCHT

CONCEALED UGHTOPG

INDICATION FOR LLNAINURES WITH CRAY BATTERY PACK

I GANG. SINGLE POLE SINGLE THROW SWITCIL 1Sk 230(

IS 2 GANG, SINGLE POLE SINGLE THROT SNITCH. ISA 236v 3 GANG. SL%CLE POLE SINGLE THROW SWITCH. ISA. 230v

T AG/RD RISER UP/DOWN

O JuNCTIC21 BM (CONCEALED LOWING PRE/WWII/TAPP:NG POINT)

PROLISON FOR FACADE WONG

TESDA CENTER -N

C R THIRD L

IGHTING LAYOUT

SCALE: 1: 200 mm

SHEET COTITENTS

THIRD FLOOR UGHTIND LAYOUT

CONCURRED BY

CHR LLON TKE DIRECTOR RITMO

SHEET .0

E1-03 TECHNICAL EDUCATION

%))10 SKILLS DEVELOPMENT AUTHORITY

AP.ROVED BY

SEC. ISIDRO PERA, P110. CSEE CARECTOR OMR.

PROJECT TITLE


tr...., Rau cenu•

PREPARED By REVIEWED AS TO PLAN

LEGENDS AND SYMBOLS

RECESSED MOOTED. 1511 LED DOWNUCHT

WALL. LIOUTfIED. 1311 LED MY/MICRO

SURFACE MOUNTED. 1200wm, 200 LED FLUORESCE!. LOW

1=3 2A2OW 300HvHA MOT, CORNS RECESSED FLUORESCENT LZHTINC FIXTURE

51311 TRICK Lr..H.1114G F0TURE

2

AW.I. MOWED. ELEVATOR SHALT MOOING FIXTURE

SUSPENDED 200w HIGH SAY LUMPLABE

CO EXIT LIGHT WITH 2HRS BATTEITT PACK

V 13W SURFACE WAITED URCHT

CONCEALED ULMER.

B/DICADOH FOR LAIAURES STM ERRS BATTERY PACK

I CANC. SINGLE POLE SINGLE MOT/ SWITCH. 1515 230e

gs

35

e RU/RD

0

2 OAK, S1NOLE POLE SINGLE Trims SWITCH. 1515 230Y

3 CAW, SINGLE PALE SINGLE imcra var.. t5q 230v

RISER uP/Cetifi

JUNCTION BOX (CONCEALED UCHTING PRONSION/TAPPING PORT)

TESDA INNOVATION CENTER - NCR

ROOFDECK LIGHTING LAYOUT SCALE: 1: 200 mm

comCuRRED My RECOMMENDING APPROVAL PROJECT TITLE


SHEET CONTENTS



APPROVED BY SUBLITITED By SHEET NO

E1-04 ENGR. R

WOOF DEO: LIGHTING LAYOUT

_stgiPP-,202/F1 /8,5

PP-20/17 T

RECOMUENDING APPRO.. CONCURRED BY

LEGENDS ROD SYMBOLS

S DUPLEX CO/NO(4NC( maul

El FLOOR MOUNTED CVNIONENCE ot,a,

0 STAIPLEx COINENTENCE OUTLET

ai HD HUN DRYER PROvIS0ti

0 SPECIAL RAP.. OUTLET

0 AJNCTroN 80x

PSCONNECT SWIM

ENCLOSED ORCuR EREA.KER

1E1 OISTRBLmOu PANEL

cng PANELBOARD

TT GROUND BAR

El GROUND ROD tyRN TESTING PR

GROUND ROO

RU/RD ass uP/corni

EARL, STREAMER EIDSSAIN 10iT/04 PROTECTION

OCR. 10001, 3P4G. 400/ IN NEW-3R ENCLOSURE

FED FROtt PP-OF-LIECH/01 (ACCIJ -GF -03)

ECB. SOGAT. .31,1.G. 400V NEW-3R ENCLOSURE

FED FROM PP-120-1AECH/03 (ACCU-2F-03)

r-, 00 0 0 0

;ISER FOR EE ROOM GROUNDING

NOP OF PP L1E04

P .P1/16

99- -.)09/02

PA

cp•P

0 P-IF/14 PP-20/13

I 1

I I-7 P

I PP-GE-MEN/09 I

1

13_7 120/10 1 a I

1-Thr-j 1 ,

: i ---1) !

' .L.. ff-----tlii_ o

PP-GF-MEOVIEN,A5--..--_---

00 0 0 0 0 0 9 0 0 0 0

RISER. TOR UGHTNIIG ARRESTER GROUNDING

151

PP -Or - umN/o6

CCTV

PP-20/11

f8r----

4 -125=12 THISTI . 22mm2 MG) RI 75m.9 PVC CONCRETE ENCASEMENT

PROPOSED PRivATE

ECB. 2041, 2P40. 230Y 11014-3R ENCLOSURE

FED FROM. PP-TELCO/O5 (ACCU-GF-DT) ECB. 20AT. 2P.G. 230V

NENIA-3R ENCLOSURE FED FROM PP-TELCO/OS (Amu -GF - )

OCR. 20AT, 2P.G, 230V NEW-3R ENAOSURE

FED MIA PP-OF-mECH/05 (ACCU-GF-DT)

Eat 20AT. 20,G. 230V IN NEW-OR ENEI.OSURE

FED FROM: PR-0"-Lif04/06 (ACLU-GF-0I) ECR. 30AT. 2P.G. 230V tr4 tiFJ1.5-3R ENCLOSURE FED FROM PP-GF-MECH/07 (ACCU -2F -02)

RCA. 100AT, }P.C. 40011 IN NEW-3R ENCLOSURE FED FROLI. PP-GT-MECH/02 (ACCU-00-03) ECB. TOOAT. 3P.C. 40011

NEW-3R ENCLOSURE FED FROM PP-GF-LIECN/04 (ACLU-2F-03)

-GF-ADYPI/114-1

.1FACPc1/4_,PP-0-ADLIN/0.5

TO NEAREST t—e LIGHTING CIRCUIT

POLE


GROUND FLOOR POWER LAYOUT SCALE: 1. 200 mm

6LIBMR TED BY SHEET CONTEJ1T6

SHEET No REVIEWED AS TO PLAN PREPARED BY APPROVED BY

SEC. ISf4RO S. LAP PH0. CSEE 06100TOR OENV99.

GROUND PLOOR POWER LAYOUT

ENGR. R

E2-01

PROJECT TITLE


''ti."(TA), •, TECHNICAL EDUCATION

;111,1311Isr, SKILLS DEVELOPMENT AUTHORITY

HD \\\CSI_ MiP'D

RD

RGER FOR LIGHTNING ARRESTER GROUNDING

PP•2 /27

—5L-1PP-T726

PP--20/28 1 - - _ - -

PP 2F

k6,

PP--2F/15

PROVISION FOR DISPLAY ISLE LIGHT150

!

!

- - - -

PP-20/22


SECOND FLOOR POWER LAYOUT SCALE: 1. 200MM

RECOMMENDING APPROVAL suakuTTED BY REVIEWED AS To PLAN PREPARED BY SHEET CONTENTS

SHEET NO.

SECOND FLOOR POWER LAYOUT

E2-02

LEGENDS AND SYMBOLS

DUPLEX CONVENIENCE OUTLET

id FLOOR LIOUNTED EtINI/NENCE OUTLET

SNIPLCx CONYENENct CoTLET

011D HAND DRYER PROWS-On

0 SPECIAL PuRPOSE OUTLET

niNCTON 60x

DISCONNECT srnrcsi

ENCLOSED CIRCUIT BREMER

DISTRBRION PANEL

PNNELBOMD

rr GROVE, el.

GROUND ROO N1TH TESTING PR

0 GROUND ROD

c RU/RD MSS uP/DCNYN

EARLY STREAMER EinSSION UGHTNNG PROTECTION

RISER FOR EE ROOM GROUNDING

4t4;› TECHNICAL EDUCATION

450 SKILLS DEVELOPMENTAND AUTHORITY

SEC. ISIDRDFS. LAP PHD. MEE merlon CIESIIRAL

PROJECT TITLE


CONCURRED BY

SIR

B. NOALLON COI MTV; lar190

APPROVED Eve

RISER FOR EE 8008 GROUNDING

PP 30

\ill'D

PP-30/I2 p E-R0-ii CN/10 --

PP-30/11 FP-30/04

1

DP -RD-IR./08 _ _ _

PP-30/06 e7_3,z

PP-30/07

'DP-R0-17ECH/Ofr

RU/RD

RISER FOR LIGHTNING ARRESTER GROUNDING

MECH/07

PREPARED BY REVIEWED AS To PLAN

LEGENDS AND SYMBOLS

OuPLER CONIENICNCE OUTLET

FLOOR UOUNTED CONYENtEKE OUTLET

0 SIMPLE x CONVENIENCE OUTLET

0 HO NAND DRYER PROVISION

0 SPEC. PURPOSE OUTLET

0

DISCONNECT 581101

22 ENCLOSED CIRCUIT BREAKER

Ell osTativriam Pula

CS PANELBOARD

RU/RD

O

017 >

GROUND BAR

GROUND ROD WITH 0050110 PN

GROUND ROD

RISER UP/BOWS

EAR, MEANER ENSSION LiCart0NG PROTECTION

lfrairrifOONgRI;OINER LAYOUT SCALE: 1. 200 mm

CONCURRED DY SuBIAITTED BY SHEET cONTENT6 GMEET

CP`p;TECHNICAL EDUCATION AND

ig SKILLS DEVELOPMENT AUTHORITY

RECOMLIENDING APPROVAL

ifrf 02-0F,t4.4.E„-

ROZCO

APPROVED BY

g LAPEAA PHO,CSEE DtaccTon WIER.

PROJECT TITLE


THIRD FLooR POWER Lim).

E2-03

SUBMITTED 00

ENOR.

PREPARED Erf

REVIEWED AS TO PLAN

EN

RECOLRJENDINO APPROVAL

LEGENDS AND SYMBOLS

ao DuPLEx CONvENENCE OUTLET

FLOOR 00011ED COINENIENCE OUTLET

co SIIPLE4 CON/ENIENCE OUTLET

0 HD NAND DRYER PROAS0N

0 SPEC. FuRROSE OUTLET

=CRON B.

O' DISCONNECT SvnIcK

ENCLOSED CIRCulT BREAKER

OISTRIBuTON PANEL

PANELB0ARD

GROUND OAR

GROUND ROD ROTH TESTING PIT

GROUND ROD

TRU/RD

EARLY SIRENJER DESSION UGHTNut PROTECTION

RISER FOR UGHTtliNG ARRESTER GROUNDING

P&P FOR EE ROOM GROUNDING

RISER UP/DOWN

LIGHTNING PROTECTOR 0114 OBSTRUCTION LIGHTS

GUS OF PRoitCnou - 20 uETERS

ECB. 50AT, 3P0G, 4000 IN NEMA- SR ENCLOSURE

FED PROM. PP-3F-UECH/06 (ACLU-RD-BA)

ECB, 50AT, 3P+G. 4000 IN NEUA-3R ENCLOSURE

FED MN. PP- 3F -ESECIVOS (ACCU-RD-04)

ECB. 50AT. 3PsO 4000 NEUA-SR ENCLOSURE

ED FROM PP- 3F -MECH/04 (ACLU-RD-04)

ECB. 5041. 3P+G, 0000 IN NE.- 511 ENCLOSURE

FED FROU. PP-3f -UECH/03 (ACLU-RD-OR)

TESDA INNOVATION CENTER • NCR

ROOF DECK POWER LAYOUT SCALE: 1 200 mm

PROJECT TITLE SKEET CONTENTS

ROOF DECK POWER LAYOUT

SHEET NO.

E2-04

CONCURRED BY


'CAI% TECHNICAL EDUCATION

WOAND

DEVELOPMENTD AUTHORITY

mai c9 :OAT. $00A1

SP. UCC9

WHIM

UOImItO

VATZ

tomTtiE .

WADE uGHTING

coremeD.TE WIS

CE0NTIOSUCE OUTET

P..u9+ NC1 FAUCET SENSOR

2.1 IOW 20AT. .00AF P. uCCB IP, UCC9

c'f

1: COAT. UCCB

2 COAT ,00u 1. = 200T, tCOAT COAT, TOOT?

2; COAT, ,COOP 11.. ;cocr 2W1, IDOAF COAT, t06nF

COAT. 100AS COAT. tCOAF IP, UCCB

COAT. IP, NCO Iv, uCCB

MO/ bLR-GT

UrrER

u.roc

2;f Af 26AT. ,COAS P. 22CO3

06:1070:EUCE OUTLET

CONVDOCI OUTLET

0

0

Om;

CWT, IOCIF P, UCCB

CWT. CC 20AT. 1001F P, uCC9

CO.WOJEUCE MET

COWENDa OUTLET

USN 00) WC( SDOR

au20 CRTER

HAND DsIR

SPACE SP.

(Dv.

• 0

SPARE

SP. WARE

20AT. !pow p. .03

MU. IOCA F P. u0C8

COOT, :COAT COAT, +COMP tv, Iota Iv, uxe

COAT. COAT, ,CCAF .

COAT, (COAT COAT, TOGA?

If.P: COOK

L g

CWT, :COAT LIPICt

NEUTRAfv, GRO.uT - _

PP-2f

•

°SCALE: NTS

PANELBOARD DIAGRAM

PP-2F

i STAR

Eif

CURE,

OCONEE. OURS

COASANCE OUT.

RECOUMNDINO APPROVAL snEET CONTENTS SUBMITTED BY

POWER SINGLE UNE DIAGRAM pANELBOARD DtAGRALI

PREPARED BY REVIEWED AS TO PLAN

DO2A

SHEET NO.

E3-01

POWER SINGLE LINE DIAGRAM SCALE: NTS

TECHNICAL EDUCATION

r ANSKILLS DEVELOPMENTD

iW AUTHORITY

CONCURRED BY PROJECT TITLE


°SCALE:

alt;:j==

PANELBOARD & PP-RD-LIFT

NTS

REU (2120:97 BAR - _ own

SPARE

SPARE

ACLU-CS-01

IRE

SCALE:

PANELBOARD DIAGRAM

O PP-TELCO

FRCP

AWN CO 4GAT IOW

3P. kr-C41

XV, 'OLAF 2.7 101AF •P, RCM 1v, NCCEI

21;1...; "41 O RAG

comtNexc 0 ,CCU-RD

CCU -,70-24

ca vRnuaY

PIRC7ASM

SPARE

2. wnz

0,42ENEN1

2°,1;1.. 10217

8078 0 ENTIET

CERIVEN012

P. 0 RAE

.c) oaro 2001, 10017

Itr OMER

Ot

PE-01 SPARE

2?t1T,'utfCT

iC

.0 SPARE N77271.1/1

10027

0 SPARE

ucalims

Loma

anriacE. 0710

cvnviva 0710

Fua A `1100 WWI

waro 07170

LI7J481.

SPARE

SPARE

SPARE

2C P'T iPE 011

I

2011, 70017

glEIS

iar

2017.

2007, 1001!

tff

2017, 10017

2017, iEcAr 2P.

IP LICC9

ARE

MORT* GRCVIeDi

PP-Y

PANELBOARD DIAGRAM PP-GF-ADMIN

OSCALE: NTS

'44 rp„ TECHNICAL EDUCATION

%lip SKILLS DEVELOPMENT AUTHORITY

CONCURRED BY PROJECT TITLE

,cc.cs TAY ems.. twee. .3 Nu ...m a...0


trEuT;7 CROLT DP-RD-LIECH I

MAJOR

,CCU-17,0

SPARE

ACCU-GF-03

ACCU-RF

ACCU-GF -01

ECU FPVIIANI

FCU PROUST:PI

TP-0‘

SPARE

PP-GF-MECH

OSCALE: NTS

es

erEuTRAT GROUND

PP-Gr-UEC7I

PANELBOARD DIAGRAM.

RECOMMENDING APPROVAL

DAECTOP GENERAL

PREPARED BY REVIEWED AS TO PLAN SUBMITTED By SHEET CONTENTS

PANELBOARD DIAGRAM

10011 NO.

E3-02

OSCALE: NTS

PROP UP -GE

PANELBOARD DIAGRAM PP-3F

NA. CB 1.1, 100AF

SP, .8

20AT. 1000 IR 1/203

TORT, f . A g0

i2011. 1001` 2011, c.

0"1

2087, Iv,,g'gs 2001, 10011

2017. 1007f

NEUTRAL_ GRCU7

PP-1'1100 r

NTS

PM 01.1 6,.."11,5 TO CO. •••••cir, -

..., wre I 4.1. DWZOIS FA O. oloarin

V . • • • A A..

C11 ilirell• I

Award AT

li...„

, .

'-) n--. MI. .53 ..3 ..., --nen,/ won ODE ELEVADON

Mt.. . r• SIDE ELEVAININ ffill.P

rrt trail•L"'":

r ..__ , g• --, typ — two. ...

• S... -

r-- 7./.=.

I 3 , ....-.._.-..-....

Dual

'-I - .

IIIIIIMI -

gar. GM .

• 0011.•A coOtouRA no. ,,,,,

„,,

AO= am ,03:0

UWE '''''''''r'

II..4 AUKS A.LooDWR CM. WM

VEINICAL - ME

FILOFIact. LAO neivFAC ENDMEN c•AND, CROSS - SECTOR

PINLIGHT MOUNTING DETAIL

LIGHTING FIXTURE MOUNTING DETAIL (SUSPENDED) OBSTRUCTION LIGHTING DETAIL

LIGHTING FIXTURE MOUNTING DETAIL (SURFACE MOUNTED)

LC41 .nm 0

[CUP MALE , ...A. , /.11 I ...

'oil il ,,,.... .,..„:

ZO•es CONO0 Frn i I

g..,:••• 0.¢ZOCO =Om

--'I

H1

.• famf M. U.A9 ... III

. , M I

PENDANT - SUSPENDER CEILING-SDEPDiDED

,....- — ... _

■ lilt -

Sam

• ,1:10...

E , ,-N 1.. 3 — 1.11471111111.1 .....11:21211...

41 '-, J- ..... — - Nerita0 IT CO.OLO COOCC,OR

,,,,,,,„. nt •

:1 , t. ll

OM wron ,.....

11611115111 :LAUD MO N., _.,... nu WOWS CAVA

1Mr . IP TAP— . a ... CERAM RECESSED 00.0 COuND

MAO ROVO. CA Oros. ,4741g

fr 1 ......, .,._,......_,

mama; wo

WALL - DOUNTED

3 1',-'. Loo. LAW To=

note. M-Rood013 MR .XOTC WARD CDo n0 C•FX)

* '*•,5,Pa4.

I 1 ,.

1 : N'Ff,MIf3A,,, •

EIMCKEt - MOUNTED

MOUNTED INCANDESCENT iS.IA.ImRt; Ai,?EET,,,It i? EXIT LIGHT MOUNTING DETAIL

2x2OW RECESSED FLUORESCENT LAMP MOUNTING DETAIL PINLIGHT MOUNTING DETAIL

SCALE I.,.

0

awe ,,,,„„„ arise I .. MALI I C•••

CL.0 OK

/......"..”.

O.

.

. WIT mat ewe, csm,

.

. W. ANCI.. OM.

L•C

,'''

III A CAT LAW. noLef

• 1[.=.• gef

ormN:RD

WI worm

MCI MCI Ca. .1•10

MN '

ccrox isk ,''.-

=DX RAO ....„,

,,''

1111.3.1 _ cmueclw

„FTII.V.SS

1%1, ...MC an.

'N.,,,.......00". I. 101A.1. nN • Ir.. WM..

FAA. */ EMT

CUFF= A. ......_,.. CCI.II MA, 'v.,.

e 111 0

=00 nA ruse owl .0..0a[ LOC. etsor..-WARTO

C. 1.13 F.= DOT iir1142.1.13aRE ..,1

.i00NRDI..xn T R14121;i1s1g3FlpT iali)NISGT:TUTAILOLANITAN/E CIRCUI1 EXIT LIGHTING FIXTURE DETAIL

Die I AO.,

0

=ALE I ..

`PEC TECHNICAL EDUCATION

AND

69 SKILLS DEVELOPMENT

AUTHORITY

CONCURRED BY RECONLENDING .PROVAL APPROVED RR PROJECT TITLE c.o.s. .4 OCCM.0.3 .0 wilW..:'. Tgr""t. .: '''lf : EL= =LI:

la .0. .,..,...I'T,

Ilri':,.:.-.'''''1:1.!..R1

.7:701:147'74:F.

C.1=1,417ZA ""' ''''

PREPARED BY

ilitr. Ar,

. -....4., .."7 ' R •it11.c.,RA/fros

REVIEWED AS TO PLAN

i

A • C NI VA 1.0 gt,A

SUBMITTED BY

ENGEL • : Mk

P.•.t1INGARACAL

SireET CONTENTS

LIISCELLANEOUS OVALS - TYP CAL WHIR. DETAILS

SHEET NO

E4-01 OR 44101: LION 0 IR JU

I

iirit. R • ZCO

I ii,

DEC. IDRO S. ERA PHD. CSEE

PROPOSED TESDA

INNOVATION CENTER • NCR

Anna tip UCW OREC1OR GRIMM CV T. 01, F OFFICE OF an TOR OENEFOL

, rri -cre urTZSD

140... Rl......11.,.. 43 UP ......., ty..c.

RECOMMENDING APPROVAL PREPARED SY SUBMITTED BY REVIEWED AS TO PLAN CONCURRED BY

mme vax...3 Rai seam 00— --- :14 ,020a WI 0 00 NW

„ a Ram., Mt MAI 0

g"0.11""' ,''','` ""--

,

r, 0.1 ,,,,f, WOG D.2.

rj-- almam

man..

1 - 00 •41

MR* RR coMal KM, saM :WV RA C. a =MM.

I =MO M Ga),0 n, MOR

ova a gr. av= .n6M.,10:1 RI Rama IYYPP 2 ,:gg.Miel.11.61421.1 KM

OWICRUP gr11 40.0 ka —

xi I 2.• ....., I

mean

...,,, ,

C24.11 R mmiiimir

'8

,., ill nrimm

ter- a•••

... mar WM a C . :CO mrl M.ateC — = 0171m-a*/ •

Um= I Cr, awn",

COOTACI., c

agM.Sroat 0 flatt CCM al

.. . tall6MIC OM%

'""1:=2• MaKR

IlL ro.,

MC: COMM taa CM a Ral RVCRTat Ma:1'FM=

ilikZill

'1 /4 , ..

CM CM.R. C, f

.1 t real—, / .."1

I \v

as MM. ma — l' " TOM." .. 1111111111111

Warroand....0 MIMI YON CM

mot, GM. ..

aDa•taC ON

CIRMRD RIM GM,Po Ca ......

A

MrSIMI OM RMIO

M., Oa

10 MN DIM. cm mm, up acaa0 0.13

mma . a* mama mmag R1:00 RM gon AM ay. Raastl

an M. II, muutla Rao -- .

alaa, Rua Lan. arM ira MOM mow.

SIDTI-UP OEM

Mom •

00/ CO VD 100

•

Kama

aaaa. MUM --mi MOUNTING DETAIL OF GROUNDING BUSEAR

DETAILS OF EOUIPOTENTIAL RING

ELECTRICAL SYSTEM GROUND DETAILS Wawa, a • 17.110.1.2.9 2112222. N. 3212:.• th.12 MIA 2226. 2•21 O.

DI CM “ ran GM/ O., M aMem 1MM PM ...Kam wo. Man,MAX;re. 4.190:4418:11R KM M . MI CO PM Mama: a matt

SU ma:

VOI Adillab1. Alliftli

tom comacma COMM 1Ce j.. ISM Maaa)

•,../ ....., , 43,,,,,,

0

, .c,,,,,

.

...., R. III M Wm= ZCO aaac PLOIRO 0M OM WI PM

ROD. 0Moc Mx Mum fa aaattMaa MOO AM0 Ol

•.

RAO. mtlm

„,„ ,,,„ r411

'AV OM [Vs to GTA SWIM

rkl- .ci. - oas m To

rc. a .1

:my IMAR

4 41, t".'l

2022701 KfaMitAt Kn.", 61.12

.........INKI/e, 7.711 1Z4.7. 71.11'111110110110

. POD..misscanals (111 OCM It

WWII M" puma Ram

SECTIORAL

Allft

1iPir, NW an.

DEMON

a.

RiZO 000C am inalMava

Mari tO

0110 Oa Oraml

,.....

,,,,,

Maar ("I

MOD 1112 ,, ,,,... 0 fp- ,

/ ..!

a 127.5101 r

4 oz.. t

f

OCURaRt mu.

tom tUlaar: .rte atURIT al 00:0RMR clot on= am am ea '

11111= . ... wag lulu 11; " Mr. ,e,re " T c.. ,

m•Tga .0 a/ air !i. ..,,,,, 6,,,,,,,,a,...., c,,,,,, =r, ..„1.-11,) ,.....1111. 4,../ Gatv/NO Tall EVE k r tam. on eaS OM aar

.41.1111r 1142 MOM. . 1,Mamil al 4 Vara To. ilm..

III am[ MROMI 111.0 .. ar.

2112 . C... At ril Ma. 1 •

,.., n. MOWED 11.., tava I an ?DIM

I

__________\,.. uLaaram.,„ ,,,

nNO . 0 ree 1 1.21221:11 1:112 2 2'n 25211 C-,3 WK. M.P. Oa ma

i

P wow,* .0., I

III II

earsgfaL, m• oo acre WO DORM Wax, mit)

O_La toMILL

. 'T. PILL

LGOIRM Mal Me= ME: M

i gai kit

al la Man M

(IM 0 GUTIN1 DEM laguNTZGNATut.AORF PRE-DRILLED COPPER BUSBAR

TYPICAL EXOTHERMIC CONNECTION DETAIL

2 422.22,, ,,..• 1 •22Trn .:avat , fawn =ie.

GROUND RC. TEST STATION CAVA.

‘

lame

DM S USNITERG

I

GM ROT

EDIT GOWER

I

4,2143.1.iramo,

r. ag. N

WOO.

man

mat IVY. 2. '''' / -..•

1 I MOM ,...,,

MaiR0 = - ,

KO AM ams: 5:

N1111 slum . .L.

r.--- 1- faaa0 fan.

RCM Mal., om.

%MID IC. RD MU tam

,nro-

ORM accua S ''

=ACM 'Mao . • cos Ma

OM.DPwC /cum

0 ca 7. 1/01 at ance. 0.... ..“

• ODOM

U MAW. Di 40.1.%

ki-Al 7s rip. .... .....H.tilli.. .:;,,311",

.02 .,. 40, i.

• .3.1.114.0...

..e.acr.

j ma oway/-nat GRERW' .`" 'CIP

A aan los

Pa tuna an TA 1,03.Mi1 MD. ala am at R..

Arta MUM v. mana. IUCCIFICA SOCA MP A OW OM. C.C.fl I. M. AM V. e. WI

I :WOO Maar il ,

j

4-117

OMR Aga

i PIM Zan: 130:10 00 00 DETAIL B DM common OM MIDCPR a/ Mal gals in.

MAIL Et DUNE CCIRLDIG OM

,._ CELLS N MAST /70 SLPPCITT ERICXEr

GROUNDING AND UGHTNING PROTECTION DETAIL 0 SERVICE SONO!. A/LIPER & CROWDING Et/CLOSURE DETAIL TYPICAL BUSBAR DETAIL

GERIACE 001011/13 JUMPER AND GROUNDING ENCLOSuRE DETAIL

14.,e ,..„„, 0

m...e 0,.. gyyg 1 .10rtm 0

SHEET NO APPROVED BY

EEC. 151 DUctillt:"° DIES

PROJECT TITLE


SHEET CONTENTS MISCELLANEOUS bETNLS • TYPICAL oriountmo AND LIGHTIIING PROTECT./ DETAILS E4-02

f? TECHNICAL EDUCATION AND


Raw ..... 4 r...0 '0 C-1

GENERAL NOTES AND SPECIFICATIONS ALL WORKS HEREIN INCLUDED SHALL BE EXECUTED IN ACCORDANCE MATH THE PROLISLON OF THE LATEST EDITION OF THE PHILIPPINE ELECTRICAL CODE THE RULFS AND REGULATIONS OF THE LOCALITY AND THE REOULROAENTS OF THE CLIENT/OWNER

2 AU. WORKS HEREN INCLUDED SHALL BE EXECUTED BY EXPERIENCED MEN UNDER THE DIRECT SUPENVSLON OF A Full TALE LICENSED ELECTRONICS AND COMMUNICATIONS ENGINEER (ECE) ALL WORKS WI I BE NEATLY PACED. SECURELY FASTENED AND PROPERLY FINISHED.

MATERIALS SHALL BE NEW AND SHALL CONFORM NMI THE STANDARD AMERICAN UNDERWRITER'S LABORATORIES, INC, Pi EVERY CASE WERE SUCH A STANDARD HAS BEEN ESTAELLSHED FOR THE PARTICULAR TYPE Or itATERLAL N CNESTON AL, EQUIVALENT SHALL BE PURCHASED ACCORDING TO SPECIFICATIONS.

All EXPOSED & COING CONCEALED CONDUITS SHALL BE OF iNTERuEDIAIE METALLIC CONDOR ON HIGH STRENGTH AND GALVANIZED WITH AN ADDITIONAL INTERIOR PROTECTIVE COATING SHALL BE USED OR AS INDCATED EN THE PLANS ALL EMBEDDED CONDUITS SHALL BE OF Parma CHLORIDE rat. EXPOSED AND NOT PRONE TO DAMAGE CONDUITS SW .L BE OF ELECTRICAL. METALLIC TUBING

S. VOICE AND DATA WIRING SMALL BE SEPARATED FROM ANY OTHER BUILDING OR POWER WRNS, TO PREVENT ROARING AND ELECTROMAGNETIC INTERFERENCE (M). TO MEET OR EXCEED THE EM/TA 558A CABLING STANDARD.

S ALL CONDUITS AND MARE HAYS SHALL BE PROTECTED AGAINST DAMAGES BY THE ENTRANCE OF WATER AND FOREIGN MATTER DURING CONSTRUCTION ALL ENDS OF CONDUITS SHALL. BE PROPERLY PLLOGCD TO EXCLUDE hioesTruat AND DUST NuEDIATELY AFTER THE CONDORS ARE Pi ACED.

7

L CONDUIT RENDS SNAIL BE FIELD-MADE LONG HrRAuLIC BENDERS. uNuou BENDING RADIUS SHALL BE N ACCORDANCE WIT. THE CODE

EL ALL PIPES AND FININGS ON EXPOSED WORK SHALL BE SUPPORTER AND SECURED BY MEANS OF C-CHANNELS AND CLAWS

9 THE POSITION Dr' At: ELECTRONICS EDJPIENT AS SHOwN THE DRAffiNGs ARE APPROXIMATE DMA THE DA( T POSITIONS SHALL BE DETERN NED ON OTC

TO ALL LADE'S AND ,DF'S SHALL BE CONSTRUCTED IN ACCORDANCE MATH THE LATEST crew PF PHILIPPINE DECTRCAVELECTROINCS. EN AND BCD CODE 'HEY SHALL BE PANTED WITH A COAT OF ANTI-RUST PA/NT AND TAD COATS OF SEMI-GLASS DEAF Nita OF BEST DUALITY TO TIRE APPROVAL OF THE CONSULTANT

11 ALL ELECTRONICS EQUIPMENT AND DEVICES LOCATIONS SHOWN ARE INDICAOvF 0101 AND THE ELECTRICAL CONTRACTOR MUST =ROTATE MIA THE AROVTECT AND OR THE INTERIOR DESGNER. AS WELL AS EO‘APTIENT SUPPLIERS.

12. Ali ELECTRONICS EDAPNENT & ACCESSORIES THAT ARE EXPOSED OR LESS 'kW 2.0m AMY TROLL WATER SOURCES SHALL BE OF WATERPROOF TYPE

ID. COL OR FOR ALL TElFCOAAUNIDATION FATE PLATES SHALL BE AS PER ARCHPECTS/PITEPOR DESIGNER'S SELECTION.

A SIZING OF ALL PUT LBOXES SHALL BE COMPUTED RASED ON THE CODE REDO,RELLENTS SJElurt SHOP DRAWINGS TO THE ENGINEER FOR APPROVAL PRIOR ID FAORICATION LOCATION OF PuLLBOxES SHAl. BE AS APPROVED BY THE ARCHITECT /ENGINEER AND LAST BE REA,ECTIO ON THE th, Aims

IS LiOuNTING HEIGHTS OF CEVCES (RJ-A5 JACKS) 9.061 BE AS APPROVED BT 'HE ARCHITECT OR AS FOLLOWS

TELECOM/DATA OUTLET 01DHL ABOVE FINISHED FLOOR TO CENTER OF DEVICE 0 ISH.. AnOvE WORAING COUNTER TO CENTER OF DIVCE

'6 ALL TEAS DF LAATERLAI. NO' FJRNISHED BY REOL/S11014 AND REQUIRED TO COMPLETE THE INSTALLATION IN A COOP. WORKMANLIKE MANNER SHALL BE PROVIDED BY THE IT CABLING CONTRACTOR

L7 THE PLANS AS DRAWN ARE BASED UPON THE ARCHITECTURAL PLANS AND THE DUALS AND SHOWN CONDITIONS as ACCURATELY AS IT IS POSSIBLE TO NOtrATE THEM IN SCALE THE PLANS ARE OtAGRAUMATCAJ. AND DO NOT NECESSARILY SHOW ALI canNGS NECESSARY TO FIT TO 'PE BUILDING CONDITIONS. THE LOCATIONS or who's, APPARATUS AND APPLIANCE SHOWN ON THE PLANS ARE APPROXIMATE. 'HE CONTRACTOR SWILL BE HELD RESPONSIBLE FOR !HER PROPER ,OcAT,ON N ORDER 10 MAKE THEM FT 111TH THE ARMATECD.RAL WADS AND INSTRUCTIONS FROM THE D4ONEER'S REPRESENTATNE AT THE SITE.

UPON COMPLETION OF IT CABLING LYONS. THE E0u3wfic TESTS SHALL BE PERFORMED BY THE CONTRACTOR LuCluSivE Of NE NSTAI,AT,ON TO BE REPORTED IN DruLs AND N FORMS APPROVED BY THE OWNERS REPRESENTAWE

A. SIGNAL ATTENUATION TEST D. CENT NUT, TEST C NEAR-END CROSSTALK TEST

D IMPEDANCE TEST E RESSTANCE TEST F FARE MAP IFS,

CONCLmREO BY RECOMMENDING APPROVAL

OPOLE

ABBREVIATIONS AUXIIIABY SYSTEMS LEGEND AND SYMBOL

ACP ACCESS CONTROL PANEL SNABOLS DESCRIPTION

T5' DOME-TYPE, IP-BASED CCTV CAMERA AOS ACCESS CONTROL SySTEu p BASED CAMERA. FIXED TYPE. WEATHER PROOF

BEM BACKGROUND MUSIC VOCE/DATA OUTLET

FLOOR MOUNTED vOCE/OATA OUTLET CONDUIT NPUT MODULE

CAT CATEGORY GROUND BAR

WOKE DETECTOR CDP COmuuNICATION DISTRIBUTION PANEL HEAT DETECTOR

CAN COLum/TY ANTENNA NIEL/SION CE4 STROBE LIGHT WITH SOUNDER

MANUAL ROLL STATION CE11/ CLOSED mart tEtEVISION FIREMAN'S TELEPHONE JACK

DC DOOR CONTACT op HORN TYPE SPEAKER

51 CEILING-MOUNTED SPEAKER

DOL DIRECT ON L'NE O INTERCOM UNIT

BIT eiecrao.--Taiit TUBING FIRE ALARM CONTROL PANEL

• RU/RD RISER LP/007(N

ELY EXTRA LOW VOLTAGE .11 PA MICROPHONE

ELUL EMERGENCY VOCE ALARM COAALNCA,ON

FA FIRE ALARM

FR PRE RATED

!OFR NETWORK VIDEO RECORDER

PIG POLAPP/I. CHLORIDE

PAM PUBIC ADDRESS TENANAL BOARD

TEL TELEPHONE

TIC TELEPHONE TERNHAL CABINET

TIARA NERIAL1PuLSTC HEAT RESISTANT (90C) WITH NYLON JACKET

FCC F RE COAALuND CENTER

EACH FIRE ALARM CONTROL PANEL

FAIR FIRE ALARM TERuNAL BOARD

MAS FIRE ALARM AND DETECTION sYsTELA

1DC NTERuEDATE DISTRIBUTION FRAME

INC INTERMEDIATE METALLIC CONDUIT

NAP NETWORK ACCESS RUNT

OOF OPTCAL 0sTRIBLITON FRANC

PA PUBUC &SORBS

RD RISER DONN

RU RISER up

RISC ROD STEEL CONDUIT

SITS SECJR .TY MANAGEMENT sYsTfu

TX TRANSFORMER

TIM THERMOPLASTIC HEAT AND MOISTURE RESISTANT

TIP TYPICAL

UPS OW ERRUP'Bli POWER 9,PPL r

to, *FATHER PROOF

FOB FIRER )5.1,9L/. ON BOARD

SHEET CONTENTS SHE ET NO

IT 11),% TECHNICAL EDUCATION

). (it/

AUTHORITY • • -

AND

PROJECT Tr LE


OP,/

4r- „ C, SAINTED EM .'",-° -0

ApPRovE0 13,

NE IDR:v:-Zost.PL'D'CSEE

PREP..) E, RELIEINED AS TO PLAN SLA3 MITT ED 13,

5ENPAAL NoTES IF GE NOS AND 63,1601 S.

ECO-00

e RU/RD RISER UP/DOWN

SCALE: 1: 200 mm

LEGENDS AND SYMBOLS

SMOKE DETECTOR 0-1

MANUAL PULL STATION 0

STROBE LIGHT

FIREMAN'S TELEPHONE JACK V INPUT MODULE

OUTPUT MODULE

CEILING MOUNTED SPEAKER

PA MICROPHONE

TO PA LOOP

Vd m Ft, 1 TO PA rd

LDOP

II 1I III

TO PA

1000A ON CENTER NCRm5FLOORF FDAS & PA LAYOUT

PROJECT TITLE PREPARED BY REVIEWED AS TO PLAN


4P1-1. TECHNICAL EDUCATION

r AND SKILLS DEVELOPMENT

AUTHORITY

SHEET NO

EC1.01

MI.-. PA -PA

FA

FA

,ONCL/PRED BY PREP ARE() By

REVIEWED A& TO PLAN

LEGENDS AND SYMBOLS

KR SMOKE DETECTOR

MANUAL PULL STATION

STROBE LIGHT

V FIREMAN'S TELEPHONE JACK

iu INPUT MODULE

E3 OUTPUT MODULE

CEIUNG MOUNTED SPEAKER

PA MICROPHONE

eRu/R0

TEg661/130 CENTER NCR s

FLOOR FDAS & PA LAYOUT SCALE 1 200 mm

RISER UP/DOWN

SHEET PIO

EC1-02

4::15141)? TECHNICAL EDUCATION 0 AND


PROJECT T.7.



PA • RP4SP. -(:TOP GVMPAL

APPROVED BY

" s'"Ictintr," CANE

CONCURRED BY RECOMMENDING APPROVAL PREPARED I31 REVIEWED AS TO PLAN APPROVED BY

SE . CSEE

SUBMITTED BY

LEGENDS AND SYMBOLS

SMOKE DETECTOR

MANUAL PULL STATION

EQ STROBE LIGHT

FIREMAN'S TELEPHONE JACK

INPUT MODULE

0 OUTPUT MODULE

El CEILING MOUNTED SPEAKER

0 PA MICROPHONE

e RU/RD

0! 1, ?TG7' TECHNICAL EDUCATION AND


TEEM INNOVATION CENTER - NCR

OSCALE! 1• 200 mm

THIRD FLOOR FDAS & PA LAYOUT

PROJECT TITLE


&MEET CONTENTS

SHEET NO

THIRD FLOOR PDAS 8 PA LAY./

EC1-03

RISER UP/DOWN

. -...............— pp .....-... .-.--.. pp ..— FA —PA —15— VA or

L TO TEAS LOOP REL..

LOOP RELaa To mu Loop sum

PREP.ED BY RE,BEIVED AS TO PLAN

LEGENDS AND SYMBOLS

SMOKE DETECTOR

MANUAL PULL STATION

EDI STROBE LIGFIT

V FIREMAN'S TELEPHONE JACK

INPUT MODULE

OUTPUT MODULE

CEIUNG MOUNTED SPEAKER

PA MICROPHONE

eRU/RD

OUTPUT 50DuLE FOR UFT PRESSuRIZATIO0 FAN OLPLIT 5001/11 FOR ELEVATOR SHUTDOW4 it+PuT 000ULE FOR ELEVATOR RECALL

RISER UP/DOWN


ROOFDECK FDAS & PA LAYOUT SCALE:

1 200 mm

C 01,,URRED By REC.OMENDING APPROVAL

n 4a, TECHNICAL EDUCATION

AND SKILLS DEVELOPMENT HO

APPROVED BY

500 151"1.,L.AZ-,POD "'

PROJECT "ErLE


DEN

SUBMITTED BY

ENOFL

S.E1 CONTE/ITS

PO, DECK FDAS S PA LA +0,

SHEET

EC1-04

TECHNICAL EDUCATION 'IAA,. SKILLS UTDETLOPMENT

44 AUTHORITY

PROJECT TITLE


APPROVED Ely PREPARED BY RENEWED AB TO PLAN WEILIITTED Or smEET coultra6

GROUND PLOOR ELV LAYOUT

SHEET NO

EC2-01

con:PARED BY RECOMMENDING APPROVAL

LEGENDS AND SYMBOLS

FIXED TYPE, IP-BASED CCTV CAMERA DOME TYPE. P-BASED CCTv CAMERA WALL MOUNTED, VOICE/DATA OUTLET FLOOR MOUNTED vOICE/DATA OUTLET

WIRELESS ACCESS POINT

4T.Te TO NYR

9 TO

/fa TP

42. CCTV MONITORS

FATE PAIR PB

TO ,TAR

TO MDP

TO

1.111

? MX

TO NA

TO WM le)

Dl


°SCALE.

GROUND FLOOR ELV LAYOUT 1 200 mm

SHEET CONTENTS SHEET NO

SECOND FLOOR ELV UYOUT

EC2-02

<, TECHNICAL EDUCATION tturrs SKILLS DEVELOPMENT AUTHORITY

,17,7;-74co•-::::- MOLT • '4= atrv.:47, CIVUUNIN

SMUTTED BY CONCURRED SY RECOMLIEND/m3 APPROVAL

PREPARED BY REVIEWED AS TO PLAN PROJECT TITLE


KOiCv ,131. eria. 4o t.rot. pIa PO, taWa.,01.4

LEGENDS AND SYMBOLS

FIXED TYPE, IP-BASED CCTV CAMERA DOME TYPE. IP-BASED CCTV CAMERA WALL MOUNTED. vOICE/DATA OUTLET FLOOR MOUNTED VOICE/DATA OUTLET

WiRE LESS ACCESS POINT

10 PNR

IL PATS PATS PB

TO /1YR

Toe TO BOY

\ 40C)

TO UV

Cra TO LIOF

\CDC)

TO lc

" TO LIOerM

TOVF,...to


SECOND FLOOR ELV LAYOUT SCALE: 1. 200 mm

EI

00 1.01


OROZCO

os+r1 of Tne DI

1 200 mm °SCALE


THIRD FLOOR ELV LAYOUT

SUBLIMED EN SHEET CONTENTS SHEET NO.

THIRD FLOOR ELY LAYOUT

EC2-03

PREPARED BY REVDOVE-0 AS TO PION PROJECT TITLE


WW1. 400. 0”.10 00100010

CONCURRED BY

a",•> TECHNICAL EDUCATION AND

1jiip" SKILLS DEVELOPMENT AUTHORITY

'6\ TO too

TO Licx TO MU

.1,21 TO IPM

7.1 TO UDr

- rpATD 11 PB

TO uDF

TO !OF

LEGENDS AND SYMBOLS

FIXED TYPE, 1P-BASED CCTV CAMERA DOME TYPE. if:I-BASED CCTV CAMERA WALL MOUNTED, voicE/DATA OUTLET FLOOR MOUNTED 'VOICE/DATA OuTLET

w;RELESS ACCESS POINT

,0 LE4r2j-- TO KC

TO NVRiAO7

10 OF

TO Y• OF

L

TO UDF

Ell

sz

TECHNICAL EDUCATION qo SKILLS DEVELOPMENT'' AUTHORITY

CONCURRED BY RECONIMENCl/J0 APPROVAL PROJECT TITLE


r1111,6a..11...Q. ...Lao..

APPROVED BY

oscce

LEGENDS AND SYMBOLS FIXED TYPE. IP—BASED CCTV CAMERA DOME TYPE, IP—BASED CCTV CAMERA WALL MOUNTED, VOICE/DATA OUTLET FLOOR MOUNTED VOICE /DATA OUTLET

El

%ER

II

[21 WIRELESS ACCESS PCINT

TO ITIR

Pa

44, TO INR TO RIR A4'

TESDA INNOVATION CENTER - NCR ROOFDECK ELV LAYOUT

SCALE: 1: 200 mm

PREPARED BY SUBMITTED BY REVIEWED AS TD PLAN SHEET CONTENTS SHEET NO.

ROOFDECK ELV LAYOUT

EC2-04 Et ....0411Mr SAUTOS

RCC MOD ANTI 440rorruur. u4cDri

on. PAPA SRC( AREA

To PA/Bau S-- YA atiu .3u LOriT

PRIlef MEET.. Fma.ONDOEI RrLL TOIER MME TMIT PerD MU, Q RZOLI LCIER

!LEv COI U RON

L F. pp -- - CFA

0,44.707 00.ea 0,451:17

ROaU wooa nkiegitan.urs

FAOY STOW JAW ;

rm.

T.—,"

ROO: Dt.

MUM tUTIRG RD RD SUUDI.: CA.S0 ORf5 RSD I

CFJOFJ, RO04 MICE OultEP OETCE WORDS

DelEDZO R COIXECETE sub

400 RCO Kul CeilCul EEE. Cou4E47 PhD TTOM, Q RON 1033, RICORM CIT PO. CE ROW ADOV arRcc

FA , FA {A {A .....FA FA {A -GA-

3 0 0 cm. 0 4, ARE Aiktte.1 es 32.uns nc

ul.11- ruscIsOu AYR RAILEIAT moss RCCu EALMAY RUA. Vra Wan tICRSE PuLt COIROM SWALE CONK/ TORT El RON EOM ROCU Rau

Fa - FA FA CA -RA - FA ..... pp FA - FA ......... ... pp

OE 0 1,11. O vT m. 1S1.

purepla VS VA VA

Woof PEortcal EDICE

M100:43 COME

CONCURRED EY RECOMMENDING APPROVAL SHEET CONTENTS

FDAS SINGLE UNE DIAGRAM

PREPARED BY SUBMITTED BY REVIEWED AS TO PLAN

FIRE DETECTION AND ALARM SYSTEM SINGLE LINE DIAGRAM SCALE: NTS

<P€)4,47, TECHNICAL EDUCATION AND


APPROVED BY

S ISIDROB. LAPERA, PHD S_ag... DIRECTOR 6EIIIRAL

PROJECT TITLE


,CIA try Cd.x. ts 0,0t 4.

sreET NO

EC3-01A

EE ROOM

LOBBY

ROTOR RO COutiAND 00014 OFFICE CENTER

ROD CHIEF OFRCE

1E1/7C TT 111570 PuR &IRE 20non0 PVC EMBEDDED

CONCRETE SLAB

paBh1

RESEARCH AREA muLDPuRPOSE HALL

1.0081 "042E% TErrgis7

mark 801011010ER 1

1

L____,,,,__J l.,„__J l„_J BUSINESS BUSINESS PRiyATE LUTING LOBBY HALLWAY INCLEATION AREA MEETING ROOLI ROOM

i0 2JOV "v" ( SUPPLY

SPD I UPS

SURGE, PROTECTIYE DEVIC

COULU•ND CORER

teAKER'S SPACE

P00010 ILCROPHOUE

I I PRE-RECORDED VOICE I

.

1E I 8011DING AWN OFFICE HALLWAY

PA/emu

PUBLIC ADDRESS SINGLE LINE DIAGRAM

OFTICE OFFICE GENERAL 00011310 FASO CHIEF

ROOM OFFICE 10081 0,11C0

SCALE: NTS



PROJECT TITLE


11001C. IOW 4011.9.A. WI to we •zncv

SKEET NO.

PATBh

EC3-01B

CONCURRED BY RecommENDING APPROVAL

O OROZCO

on.= elf o[NrAAL

SHEET CONTENTS

RA BINDLE Ur4E OLADRAM

PREPARED BY REVEWED AS TO PLAN SUBMITTED BY

g).

ELEVATOR

EERY,/ LW

ROCA MCA )011OT

"&'• 1;4,1 1

" "g7'' :, 4411 Utfnr., Eift

t71=M crn too=

PERVETET LEER AALITAT

I

PgSZT4lfTP=1

DOMED AT COMTE SLAP

CA CE M.,(11'

RIEDZS PtVEATION

ATEA MEWS TALE EAPOTC WY& MC

OTC( ODA PRATE TOOL)

I.1,1;•)*O111,4:) 1:11.1,

ROTonA ?ERZ

.0 SERVE/ ENTATTAI TELCO E), MY PFAU: POPO

CONCURRED BY RECOFIMENDIND APPROVAL PREPARED ET EVEWED AS TO PLAN SUBMITTED BY

CLOSED CIRCUIT TELEVISION SINGLE LINE DIAGRAM ( STRUCTURED CABLING SINGLE LINE DIAGRAM SCALE NTS )SCALE: NTS

rTECHNICA

ALN EDUCATION DD UCATION


APPROVED BY

E OJSIDRO S. ',FERAL PHD. COED ()RECTOR OETTERAL

PROJECT TITLE


SHEET CONTENTS

SHEET NO

STRUCTURED CABUNG SINGLE UNE DIAGRAM CCTV SINGLE UNE DIAGRAM

EC3-01C

i /

cce,ccot SIPS {//TS/-7

7 I

//----i r7/// . 4"

/ /,i/ ' ,..._,./

----

1 .1-----:,t= / /

/ CuNCRETE SLAB 2;/

, -.7-j

,----- , 1 ,,,,, CONNECTION OF JUNCTION 5(76 AND

I ccRoum eu•S /

jr I 50x CCNAECToR -

- UMW /---- '''' FLEXIBLE CONDUIT SHA.J. BE OGRE 1

/ „Tay am PROPERLY TO Ay= LOOSE El --- ME • .

BOX CONNECTOR

• USE GALvAtAZED PRESS

TEM/TATO/4S

STEEL GAGE e 1 6 JUNCTION IL -...

I

JUNCTION Box

BOX (Hxx, STEEL cry)

1 cL A;i•-• /f,11"1911-

""."'Sc,\______ .......m.--

1.-

' \ -- FLEMBLE METALUC CONDUIT

I

J

_. :.•,r11

TERMINASON OF BETALUC REXIBLE METALLIC CONDUIT SHOULD BE THROUGH THE SIDE a THE JUNCTION

.-- BMW=

-I- BOX. PROVIDE BLANK COVER FOR SCREW NINFLIps PROVIDE SUPPORT FOR BOX

AND DETECTOR --___.-----/ •r--_-_-, THIS BCX. CONNECTION OF JUNCTION

DETECTOR HEAD gIIIIIIIIr DROP CEILING

FLEXIBLE ____--- BOX AVE CONDUIT SHALL BE DONE PROPERLY TO AVOID LOOSE

NOTE. JUNCTION BOX — ----- — DETECTOR BASE -UNCTION BOX TERMINATIONS. (THIS SHALL BE MC

USE IBC OR EMT FOR

EXPOSED CONDURING

.., DETECTOR HEAD

BOOSTING SCREW DETECTOR

NOTE: USE IMC OR EMT FOR EXPOSED CONDUITING

MOUNTING SCREW - OR EMT DETECTOR HEAD

SMOKE DETECTOR MOUNTING DETAIL ON ED CONCRETE WITH EXPOSED CONDUITS

SMOKE DETECTOR MOUNTING DETAIL ON DROP CEILING WITH EXPOSED CONDUITS

SMOKE DETECTOR MOUNTING DETAIL ON CONCRETE WITH EMBEDDED CONDUITS

SCALE* NTS SCALE NTS SCALE. NTS

CONCRETE SLAB EXPANSION BOLT

0

0 43111116111111111111111E ........2,0,4„,, .f.i.,. O Bo . INECTOR IN

> -- 4

TO HOMER.

—: # 1111 JUNCTION BOX

Milia TERMINATION OF METALLIC FLEXIBLE ,\ METALLIC CONDUIT SHOULD BE

I - C'. Re .4

THROUGH THE SIDE OF THE JUNCTIONC 20mAn IBC METAL. ROD

ROMER te VIDEO CABLES FLEXIBLE METALLIC CONDUIT BOX. PROVIDE BLANK COVER FOR

.411 0 \,05,

0 c. ,,c,V-

i - t .dil 20mmo FLEXIBLE

METAL CONDUIT THS BOX CONNECTION OF JUNCTION 00x AND FLEXIBLE CONDUIT SHALL BE

BOX CONNECTION <A% 6 14 DONE PROPEFILY TO AVOID LOOSE

FLUSH MOUNT 1 -GANG 1102 BOX

/..A.

METAL SHELL

1.11 Cl. OR

.....--_, TERKNATIONS. (NHS SHALL BE 1M C

ENT) TERMINAL FOR WIRE CONNECTION

. ,,

-4.-

1 -GANG BRUSHED .1 ‘7 /.......-.-7=1.' PROMDE SUPPORT FOR BOX AND

AS -. .101111111 DETECTOR STAINLESS STEEL CEILING UNE _ 86.0 OPAQUE

DETEC TOR BASE F TINTED OM HOUSING

AINCTION BOX

'''s CAMERA MOUNTING SCREW

' :::7;''. DETECTOR HEAD

FIREMAN'S TELEPHONE JACK MOUNTING 0 DETAIL TYPICAL CAMERA MOUNTING DETAIL

SMOKE DETECTOR MOUNTING DETAIL ON DROP CEILING WITH EMBEDDED CONDUITS

SCALE: NTS SCALE: NTS SCALE: NTS

• TECHNICAL EDUCATION

q SKILLS DEVELOPMENT AUTHORITY

CONCURRED BY RECOMMENDING APPROVAL APPROVED BY C

PROJECT TITLE :Navas ma peaumn1,...o t.t.... tWEItt6,..4.1

,....

rir",,r,:lf, .1=M -7141

i'FICA SeTel.,. 710 .'"

PREPARED BY REVIEWED AS TO PLAN — SUBMITTED BY SHEET CONTENTS SKEET NO

DIR. A ' ' BUT F

...-

It ii R. . ALICigg2 E IDRO S AS RA, PHD.. OGEE

PROPOSED TESDA INNOVATION CENTER-NCR

.."46.4.4. , ii., __die" a ,di.... irr. • ., N'O. S DS

7,: ,.. . AR liP r/ x..4SIDOZA ENGR.

LY-1 mLOULLIA.c.MINGARACAL

1.41SCELLANEOLIS DETAILS

EC4-01A ..T.,. e Remo OFIC • ' * Incetin Guam DMECToIl MU. Mita CR SP U-003 AJtCrpfF CIF.V

_.,„___ BOX EXTENSION TO BE ABLE TO TERMINATE

20rnm CONDUIT THE CONDUIT TO THE BOX (WITH COVER)

CONCRETE SLAB CONCRETE WALL

TERMINATION OF METALLIC CONDUIT (FLEXIBLE) BE THE OF THE RU

PROVIDESIDE

BANK COVER FOR JUNCTION BOXTH

THIS 9

SHOULD

00

,...c-111111111P I OCNIONSOmm SQUARE BOX

CONCRETE SLAB

'7 2Ornm0 PVC sr," . CAMERA

0

♦

.--1 PROVIDE PAN TILT IN

I HEAD AS REOULRED

MIMI

II mu BOOR BRACKET

HORN SPEAKER

llo I ....

i 4o SP ER WITH M ATCHING TRANSFORMER

141111111 PROVIDE SUPPORT FOR SPEAKER

TIN FLOOR LINE

8 93 g

100,100x5Omm SQUARE BOX

I 800rnrn TO FINISH ,LOOK LEVEL

WALL MOUNTED HORN SPEAKER MOUNTING DETAIL

ED WALL MOUNTED CCTV MOUNTING DETAIL

SPEAKER MOUNTING DETAIL ON CONCRETE WITH EMBEDDED CONDUITS

SCALE. NTS SCALE: NTS SCALE: NTS

BOX EXTENSION TO BE ABLE TO TERJRNATE THE CONDUIT TO THE BOX (vrTH COVER) TERMINATION OF METALLIC CONDUIT (FLEXIBLE) SHOULD BE THRU THE SIDE OF THE JUNCTION BOX . PROVIDE OW COVER FOR THIS BOX.

1/20 CLAMP WITH /

EXPANSION BOLT

CO +CRETE SLAB

.., .....--.... CONCRETE SLAB / , A . CONCRETE SLAB

Ma ........ 41 a ki'OP T7'

TBOX CONNECTOR t•

AV /11%111111

WM ON BOX CONNECTION NODE, JACTIONHALL B

IRote

;I PROPERLY TO AVOID LOOSE CONNECTIONS

14 G ° TY4 JUNCTION BOX XREVIPIiiii 5 BOX S.A. M FIXED PROPERLY TO AVOID LOOSE TERLIKATIONS

NI NOTE.

SPEAKER BOX - ;it OETALL/C)

I i---- W.,60 FrBLE CONDUIT

I SPEAKER BOX . \ \

I /2To FLEXMLE CONDun 1 ,-----

SPEAKERS BACK 90x SIZE

: g:

4 4.0 SPEAKER WITH

--"" mATCHING TRANSFORMER '?

i ,L,,,L_, 4.0 SPEAKER WITH

14JA.DTCSHPNTIRRASHORLIER .--- MATCHING TRANSFORMER 77 '-' ,----1 7, • ,.

- Ax, - A. - - as -.• --i ,.. _, .11 . SPEAKERS RACK BOX SIZE NOTE:

'111111! -,-,-.=.7,..---'

4 '''-iP. PROVIDE SUPPORT FOR BOTH "FE RUNNER '--- SQUARE BOX AND SPEAKER

Telt Ii, '4 : il

TEE RUNNER D .. B"

SPEAKER MOUNTING DETAIL ON DROP CEILING WITH EMBEDDED CONDUITS c) SPEAKER MOUNTING DETAIL ON DROP

CEILING WITH EXPOSED CONDUITS SPEAKER MOUNTING DETAIL ON CONCRETE WITH EXPOSED CONDUITS

SCALE NTS SCALE' NTS SCALE NTS

.C,P1540D TECHNICAL EDUCATION

r AND


CONCURRED BY RECOMMENDING APPROVAL APPROVED BY PROJECT ma

, .0

''...± . : 4 711 . . ,

rn•

PREPARED BY REVIEWED AS TO KAN SUBMITTED By SKEET CONTENTS SHEET NO

- i air ......1110017:".....,,, -

r.w SANTOS

igAit ,i' • ENGR. R.r P. MINGARACAL

MISCELLANEOUS DETAILS

EC4-01B 01,ILDc BUN ALLooN

Alfe.7,1 DIR ‘.1T.W://. R 0 ZCO SEC. ISI 0 S LAP AA PHD. CSEE

PROPOSED TESDA INNOVATION CENTER -NCR

AL& . ..4.1e#... DOZA Nt ii , r of• AP;

CWRCE 0 NI D. ROR ODRA. DIRECTOR OMAN. ELECTS , OWE.. IIPL,OD3

VOL ALL STROBE A A FTELO OF AETI 9441.1 BE SYNCROMZED

WA 72 2016 EDITION (113 4 61- LOCATION OF ADDIBLE NOTIFICATION APPLIANCES FOR BUILDING OR STRUCTURES.

NFPA 72 7016 EDITION (16 4B 1/ IF UJUNG HEIGHTS ALLOW. ANO warss OTHERWISE PERMITTED Br 18 4 8.2 THROUGH 18.4.6.5, FALL-MOUNIED APPLIANCES SHALL HAVE THEIR TOPS ABOVE THE 11686.60 FLOORS Al HEIGHTS OF NOT LESS THAN 2290mrn(91In.) AND 60.08 THE FRIISHED CEDING AT INSTANCES OF NOT LESS THIN 15011n1(611.)

NFPA 72 2016 EDITION (18 4 6 11 IF COISSINATTON AUDI9LEASIEI1E APPLIANCES ARE INSTALLED. THE LOCATION OF THE APPUANCE SHALL BE DETERMINED ST THE REOURELIENTS OF 165.5

ESN 72 2016 EDITION (18.51. VISIEA.E CHARACTERISTICS PUBLIC MODE.

tcPA 72 2016 FORME 118 41 AUDIBLE CHARACTERISTICS

CEILM LINE

I NEPA 72 2014

EDITION f113 8 11

9107474

t

NEPA 7016 romm, (17 14 11 41

NEPA 72 7016 EDITION (18 5 5 1)

CEILING

El 0 PULL

514005 PRE ..§.‘1'

PGHTERz! 1

il TELEPHONE

.. •.?. 1 9

((EPA 72 7016 EDITION (47 NA AI _ . KRA 72 2616

1 g ! FORION (17 14 Al

--j,

IOTA 72 2016 EDEPON (18.5 APPLIANCES LOCATION.

NFRA 72 7016 FENTON (18 5 .1 1) WALL MOUNTED AFPUANCES WU. BE LIDWITED SUCH THAT NE ENTIRE LENS IS NOT LESS THddi 20307414 (BOA) AND NOT GREATER THAN 24407474 (966111). ABOvE THE FINISHED FLOOR OR AT THE MOUNTING HEIGHT SPECIRED USiNC THE P16406 MICE BASED ALTERNATNE. AT 14677 2016 570011 (47 5 4.5).

NFPA 72_2016 EDITION 119 5 5.5.51: 115161E NOTIFICANON APPLIANCES SHALL BE LOCATED NOT MORE TION 45707474(1516) FROM THE END OF THE CORRIDOR WIN A SEPARATION NOT GREATER THAN 30500Hun(100ft) BETWEEN APPLIANCES

HF1, 72 2016 MINOR t 7 6.3.1.3.1 HEAT - UNLESS 01HERY6SE u0DBIED BT 17 6 3 2.2 OR 17 61.3.2 OR 17.6.3.7 SPOT-TYPE IC-AT-SENSING FIRE DETECTORS SRAM. BE LOCATED ON THE CEILING NOT LESS THAN 100nm (An) (ROM THE SIDEYIALL OR ON 1)46 SIDEVAALLS BETWEEN 1007474 AND 300nw (din. AND 12 ) FROL1 THE CEILING.

LiFPA 77 2016 EDITION IA.17 7 4 1): DETECTORS SIMILE/ NOT BE LOCATED RI A DIRECT AIRFLOW OR CLOSER THAN 9107474(31 ) FROM NI AIR SUPPLY DIFFUSER OR RETURN AR OPENING. SUPPLY OR RETURN SOURCES LARGER THAN THOSE COMMONLY fOUND DI RESIDENTIAL AND SHALL COMMERCIAL ESTABUSHLIENT CAN 61 REOURE GREATER CLEARANCE TO SMOTE DETECTORS

NEPA 72 2006 EDITION (17 14 8 41. WAAL 607 ALARM DOKES SHALL BE LOCATED 7411)014 I 574 (5/1 ) 0, EACH ENT DOORWAY ON EACH FLOOR.

tlfPA 77 2016 EDITION 111 14 51 THE OPERABLE PART OF A MEMO ACTIVATED ALARM INITIATING DEVICE SHALL OE NOT LESS THAN £2.. (101074.) AND NOY HORF THAN 4151 (1220mm) PRCIA THE FINISHED FLOOR.

NEPA 72 2016 EDITION (17 7 3 2 1). SPOT-TYPE WOKE OSECII)R5 SHALL BE LOCATED ON THE CEILLNG OR, IF 014 A SIDE1TALL. CUM)! THE CEILING AND (241 (300mrn) DOWN (ROM THE CEILING TO THE TOP OF DETECTOR

(ORA 72 2016 EDMON (24 8 171 MALL MOUNTED TELEPHONE APPLIANCES OR RELATED JACKS SHALL BE 1101 LESS THAN 9101rn(3131n ) APO NOT MORE NAN 161307474(6611 ) ABCNE FLOOR LEVEL )7TH CLEAR ACCESS TO THE APPUNICE THAT IS AT LEAST 760,n1300 WIDE

NEPA 72 2016 11600(4 (16 9 4 811. ALL CHARACTERS AND GR4PHICA1. 05I86LE NOTIFICATION APPUANCES SHALL BE A 1.12111100 OF 1020174(40. ) 0..9001 THE GROUND OR RNISHED ROOR.

(1-P1 72 2016 EDITION 08 11) STANDARD EMERGENCY SERVICE INTERFACE. WHERE REWIRED BY THE EILFORONG AUTNORRY. CENER1210 LAWS. CODES, OR STANDARDS: OR OTHER PARIS OF THIS CODE. ANNUNONORS INFORMATION DISPLAY SYSTEMS. AND CONTROL FOR PORTIONS OF A SYSTEM PROVIDED FOR USE ER EMERGENCY SERVICE PERSONNEL SHALL BE DESIGNED, ARRANGED, AND LOCATED A ACCORDANCE WITH THE REOUIREMEHTS Of THE ORCANIZATIDUS WENDED TO USE THE EOUIPmEtil

A/C SUPPLY OR 6015001 DIFFUSER I DOinf n(WO

OHRE ALARM SYSTEM DEVLCE MOUNTING HEIGHTS AND LIMITATIONS SCALE - NTS

SMOKE OR HEAT

tIFFIA 72 2016 FINDON (0.17 7 4 1) DETECTOR

15501474

HOC. OF ACNVATAG

HANDLE DOOR

SAM. OR HEAT DETECTOR

41,,,H 1, 1170A 72 2016 , 0168)

SHEET NO REVIE,ED AS TO PUN RECOMMENDING APPROVAL CONCuRREC 81 PRP., TIT. APPROVED BY PREPARED BY SUBMIT TED Br SHEET CONTENTS

,IRE ALARM SYSTEM DENACE MOUNTING HEIGHTS ANC LIMITATIONS

EC4-02 qP2.%,a, TECHNICAL EDUCATION

De. SKILLS DEVELOPMENT AUTHORITY PROPOSED TESDA INNOVATION CENTER - NCR

CTIR_J (71

tlFPce 4VD:• heron EC uIDRo S. ICIPERA, PHD. CBE( (NOR Puom

ALL PLUMBING WORKS INCLUDED HEREIN SHALL BE EXECUTED ACCORDING TO THE REQUIREMENTS OF THE PHILIPPINE PLUMBING CODE AND RULES AND REGULATIONS OF THE GOVERNMENT.

2. COORDINATE DRAWINGS WITH OTHER RELATED DRAWINGS AND SPECIFICATIONS.

3. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCY FOUND THEREIN.

4. PIPES SHALL BE INSTALLED AS INDICATED. ANY RELOCATION REQUIRED FOR PROPER EXECUTION OF OTHER TRADES SHALL BE PIPE STRUCTURE

5. ALL HORIZONTAL BRANCHES SHALL MAINTAIN 1% AS MINIMUM UNLESS NOTED OTHERWISE.

6. ALL FIXTURES SHALL VENTED. UNLESS INDICATED. 7, ALL INDIviDuAL BRANCHES TO FIXTURES OR GROUP OF FIXTURES OR

EQUIPMENT SHALL BE PROVIDED WITH AIR CHAMBER.

MATERIAL SPECIFICATIONS: COLD WATER LINE (INTERIOR)• SHALL BE POLYPROPYLENE RANDOM (TYPE 3). HIGH RESISTANCE TO PRESSURE AND TEMPERATURE. CONFORMING TO EN ISO 15674, SIMILAR TO GEORGE FISCHER PP-R PIPE. UNITEC PP-R PIPE OR APPROVED EQUAL.

COLD WATER LINE (EXPOSED) - SHALL BE GALVANIZED STEEL PIPE. SCHEDULE 49 CONFORMING TO ASTM A 53 A 120, SIMILAR TO APO PIPE SCHEDULE 40 OR APPROVED EQUAL.

SOIL. WASTE AND VENT LINES- SHALL BE UNPLASTICOED POLYVINYL CHLORIDE (UPVC) PIPE CONFIRMING TO ASTM D2729. SIMILAR TO NELTEX SERIES 105 UPVC PIPE OR APPROVED EQUAL.

DOWNSPOUTS- SHALL BE UNPLASTICIZED POLYVINYL CHLORIDE (UPVC) PIPE CONFORMING TO ASTM D2729. SIMILAR TO NELTEX/ EMERALD/ MOLDEX SERIES 100 UPVC PIPE OR APPROVED EQUAL.

DRAINAGE LINE- SHALL BE UNPLASTICLZED POLYVINYL CHLORIDE (UPVC) PIPE CONFORMING TO ASTM D2729. SIMILAR TO NELTEX/EMERALD/ MOLDEX SERIES 1000 UPVC PIPE OR APPROVED EQUAL

CONCURRED By

‹,' TECHNICAL EDUCATION


RECOmmENDING APPROVAL APPROVED BY 'SHEET CONTENTS' SHEET NO

GENERAL NOTES LEGERE. 6 ABBREVIATION TYPICAL TOILET DETAILS

PROJECT TITLE

SEC. IST0RO S. I.ATPERA, PHD., CSEE DIRECTOR GENERAL

PROPOSED TESDA

P-1 INNOVATION CENTER - NCR

.•S CLq F.2

MS. GRACIE C. TEODORO CAD OPERATOR. SM..

.re.....rn

'fidte .O. 02C0 ppm

DR ECTOR WES°

GENERAL PLUMBING NOTES:

GENERAL PLUMBING NOTES:

TISSUE DISPENSER TyP.

TANK TYRE WATER CLOSET

CIRCULAR STALL LOCK TYPE

SCALE: 1,200mm

t


111,1

°TYPICAL TOILET DETAILS

1. GENERAL. NOTES ARE APPLICABLE TO ALL PLUMING WORKING DRAWINGS

2. THE WORK SHALL BE EXECUTED IN STRICT CONFORMITY WITH BASE BUILDING SPECIFICATION AND WITH THE LATEST EDITION OF CONFLICT BETWEEN THE CONTRACT DOCUMENTS AND COVERING CODE OR ORDINANCE THE MORE STRINGENT STANDARD SHALL APPLY

3. ALL PLUMBING WORK SHALL BE COORDINATED WITH ALL OTHER TRADES BEFORE PROCEEDING WITH INSTALLATION.

4. NO CHARGES ARE TO BE MADE IN PLUMBING LAYOUT WITHOUT WRITTEN PERMISSION BY THE ENGINEER OR RECORDS/MASTER PLUMBER.

5. NO PIPING SHALL RUN EXPOSED IN SALES OR FINISHED AREA.

S. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND FOR PAYING RELATED FEES

7. ROUGH-IN DIMENSIONS OF TOILET FIXTURES MUST BE COORDINATED WITH GENERAL CONTRACTOR AND FIELD SUPERVISOR.

B. INSTALL GATE VALVES/ BALL VALVES ON ALL BRANCH SUPPLY LINES.

B. PROVIDE ACCESS PANELS ON ALL INACCESSIBLE VALVES AND CLEANOUTS. ACCESS PANELS SHALL BE PROVIDED BY GENERAL CONTRACTOR. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR THEIR LOCATION.

10 ALL WORK SHALL BE PROPERLY TESTED. BALANCED AND CLEWED. PROVIDE ONE YEAR WARRANTY FROM DATE OF FINAL INSPECTION ON ALL PARTS AND LABOR.

11 ALL FIXTURES TO BE SUPPLIED 8 INSTALLED BY PLUMBING CONTRACTOR.

12. GENERAL CONTRACTOR SHALL COORDINATE WATER METER LOCATION AND INSTALLATION WITH LOCAL AUTHORITIES AND CivL DRAWINGS.

13 TRAP SEAL PRIMERS ARE TO BE PROVIDED AT NO ADDITIONAL COST TO OWNER/ CLIENT IF REQUIRED BY LOCAL BUILDING CODE OFFICIALS

14. ALL VENT PIPE SHALL BE EXHAUST OVER THE CEILING OF ROOF OVERHANG. NO VENT SHALL EXTENDED THOU ROOF.

15, APPLY A BEAD OF SEALANT AROUND ALL FIXTURES WHERE THEY MEET FLOORS. WALLS, ETC. PROVIDE PIPE SLEEVES AT ANY WALU FLOOR PENETRATION.

16. THESE DRAWINGS ARE SCHEMATIC IN NATURE AND REPRESENT ONLY THE GENERAL AND APPROXIMATE LOCATIONS OF FIXTURES. PIPING. ETC. REFER TO THE ARCHITECTURAL PLANS AND ACTUAL CONDITIONS FOR LOCATING FIXTURES. ETC.

17 THAT ALL WATER SUPPLIES TO FIXTURES ARE ANCHORED TO PREVENT ANY LATERAL MOVEMENT

1B SUPPORT ALL PIPING EQUIPMENT . ETC AS PER CODE REQUIREhIENTS.

19 REFER TO ARCHITECTURAL PLANS FOR MOUNTING HEIGHTS OF PLUMBING.

20 FURNISH AS REQUIRED FOR ALL FIXTURES. INCLUDING ONES FURNISHED BY OTHERS. P-TRAPS, ANGLE STOPS, RISERS. ESCUTCHEONS, ETC.

21. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE SITE PRIOR TO BIDDING IN ORDER TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND DISCREPANCIES OR QUESTIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO BIDDING.

22 CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING RIGHT OR LEFT HAM) OR FIXTURES.

23. ALL PENETRATIONS OF CONCRETE FOUNDATIONS 8 FOOTINGS SHALL BE MINIMUM OF 50h11.1 DIAmETER.

24. ALL SANITARY SEWER PIPING UNDER CONCRETE SLAB SHALL BE MINIMUM OF 50MM DIAMETER.

25. REFER TO ARCHITECTURAL SPECIFICATIONS FOR SOIL COMPACTING, CONCRETE AND ASPHALT REPAIR.

26 SUBMIT SHOP DRAWINGS ON ALL PLUMBING FtxTURES, SEE ARCHITECTURAL FOR QUANTITY.

27 USE POLYPROPYLENE FOR ALL WATER SUPPLY LINES.

28 USE. POLYVINYL CHLORIDE (PVC) SERIES 1000 FOR ALL DRAINAGE LINE. OBSERVE SLOPE OF 1% FOR LONG RUNNING DRAINAGE LINE AND SLOPE OF 256 FOR SHORT RUN DRAINAGE LINE, VERIFY.

LEGEND ABBREVIATION

SANITARY LINE LAY LAVATORY

- - WATER LINE KS KITCHEN BINH

DRAINAGE USE VAC VENT ABOVE CEILING

VENT PIPE VP VENT PIPE

GATE VALVE YTRNTC VENT THEN RoOFNENT niRu CEIUNG

CHECK VALVE AAV AIR ADLuTTANCE VALVE

WATER METER PVC POLrANYL CHLORIDE

col- - FLOOR CLEAtiouT CAI. COLD WATER UIIE

O DIAMETER n, FLOOR DRAIN

ABBREVIATION SH SHOWER HEAD

DD DECK DRAIN

AC AIR CHAMBER BD BALCONY DRAIN

INC WATER CLOSET nun MILLIMETER

MI URINAL

PLUMBING FIXTURES CONNECTION SIZE SCHEDULE

LEGEND SYMBOL MIN. PIPE CONNECTION SIZE MM DIAMETER

REMARKS WASTFJ SOIL VENT STORM COLD WATER

INC WATER CLOSET 100 50 - 20 TANK TYPE

LAv LAVATORY 50 50 - 20 -

KS KITCHEN SINK 50 50 - 20 •

SHIN SD SHOWER/SHOWER DRAIN 50 50 - 20 •

Fn FLOOR DRAIN 50 50 - - WITH P-TRAP

HII HOSE MB - - - 20 •

SPECIFICATION

ITEMS MATERIAL THICKNESS VIASTEI SEWAGE LINE POLYVINYL CHLORIDE (PVC) SERIES 1090

VENT PIPES POLYVINYL CHLORIDE (PVC) SERIES 1000

STORM DRAINAGE LINE (Ds) POLYVINYL CHLORIDE IPVCI SERIES 1000

RAINWATER COLLECTOR ROLYmNyL CHLORIDE (PVC) SERIES Kw

WATERLINE (HOTICOLD) FPFto pN 10

CONTINUOUS HEADER FRAME HIGH PRESSURE tAhuNATE WATER RESISTANT COLOR BROWN FINISH

HIGH PRESSURE LAMINATE WATE RESISTANT. COLOR WHITE PRISM PHENOLIC CUBICLE SYsTEm. 2519.1THK, ALUMINUM HINGES

SIDE BEAM ADJUSTABLE

ADJUSTABLE Dl1P FOR

()RANCH LINE


ODETAIL OF DRAIN LAYOUT

SCALE: 1:30mm

SECTION

101.141 0 REBARS SPACED ®021M 0.0 BOTH WAYS M o TOM THK CONCRETE St

13,0101 0 SPACED 13.Y.

10nm 0 RS8 HANDBAR

• .•=4.-...—_,..,........,E.E.=,..- -

E

LIC,

P

g i A r, 04mmi-----fi- Es

NM ,A 1114 ill ii

_PIS 1111111 il MB 11111

MI

.4111r j

... 601 x cow.' MANHOLE ,

MEP"-

11"."..

PLAN tOOnva 0 SANITARY TEE

mom x CO CO co MANHOLE co

e. ,.......__ ,

NR SPACE - ..-

- As SPACE -

PIPE INLET ,

DIGESTIVE CHAMBER

-

.100

LEACHING .-

CHAMBER (PEE GRAVEL)

- -

S t

RC SLAB 10161 0 OEDBARS SPED 210r4, O.C. BOTHWAYS

SECTION


()SEPTIC TANK DETAILS

SCALE 1:60mm

ADJUSTABLE SWIVEL ADJUSTABLE FLAT NINO HANGER WITH IRON HATV2ER EXPANSION SHIELD

1

ECOLITA X 60GMAI MANHOLE


ODETAIL OF HANGERS

SCALE: 1 30mm


OCATCH BASIN DETAILS

SCALE: 1 30mm


OACCEPTABLE HANGERS

SCALE 1:30mm


VENT THRU ROOF DETAIL

SCALE: 1:30mm

PROPOSED TESDA iTit-r'i, -., . ......24071- INNOVATION CENTER -NCR ,.7.-a,„,,B. ....:i

.,..,... ‘-' ZS' :•;, 1-... MS. GRACIE C. TEODORO ' irja it-wt '=. CAD OPERATOR, SPUC00

, F....L. r...':.:F=."

CONCURRED BY ECOMMENDING APPROVAL APPROvED BY

SEC SIDRO S. PERA, PHD,, CSEE DIRECTOR GENERAL

PIPE IN ET

PIPE OUT E- 2790

NO 51

<500

FINISH FLOOR UNE

THK CHB SEPTIC TAW viN.L5 MOTH tat.° HORIZONTAL ELMS a EVERY 3 LAYERS OF CHB 6 I OLIVIo VERTICAL BARS SPED QO.F.011 0 C

P MINGARACAL VENT THRU

SEPTIC TANK DEBRIS

SKF_ET CONTENTS -r-SHEET NO

DETAIL OF C.0.1.01, CET. OF DRAIN OVAIL OF HANGERS ACCEPTABLE HANGERS P-2

REVIEWED AS TO PLAN SUBMITTED BY

SCREW FLU()

TESOA INNOVATION CENTER-NCR

ODETAIL OF CLEANOUT

SCALE: 1:30mm

PIPE ICE IOW

FLAT BM ligta0

ODJ) LOWER (WI UPPER (MA./ 481132 48.72 127

00 45.32 48. 72 , a ,

100 4,8 s32 6 4 Xl2 159 ,50 4 8 • 32 X 32 , 2130 4 /3 32 64X32 254

PIPE SCE (MM)

ROO SIZE (MI

SIZE OF STEEL FLAT OAR (ELI)

PIPE SIZE IMLB

ROD SIZE AAA)

SIZE OF STEEL FLAT BAR (14.0

15 20

10 TO

32125 32.5

85 BO

12 12

510. 542

25 32

to 10

32#5 3.245

100 125

10 18

5x12 5x.

40 10 12.5 150 20 5.A.0 50 10 3.25 200 n 5.,50


SKILLS DEVELOPMENT AUTHORITY „r1.161. ROZCO

°NICE 0 V 41:„.t.FP. GENERAL

UR

WC

44TY"--NIQB-EF -7- Jr c?

LAV

FD 44111

1000 SOIL STACK

0 ti

Ln

'e

SEC. LSI S. I.AP NA, PHD CSEE PRECToR amtEML

,.. CONtuftR91, BY RECOMMENDING APPROVAL APPROL ED BY

GV WATER TANK (2450 GALS)

500 VENT PIPE THROUGH WALL

r FLV

500 VENT PIPE

-REIM-FF.

siSHOI SSHO

URI URI

'fl"

WC I*FLAV

LAVS WC OFA

4 -ETTRaMEEL--k----- - — - — • — - — — - — — - — — F D iFDR F

WC

-ELWAVEL-----,---- 4- r r

tAv LAvyf wc

__+! • __FTF_

) , )

FA

1 POINT OF CONNECTION

FROM MAIN WATER LINE

URI

(51 WC 1LAV

4 Sqc_QD__FolgREEt.

-1-1..Ev: +04.00th FD I

URI

(51 WC

4._0.BouttolagR_Eat___4__ FD I -aev: +NAM

CV GV

r


OWATERLINE RISER DIAGRAM SCALE: 1•100mm

URI;

WC ItyLAV

FD

4. L___,

—1:="-TO SEPTIC TANK TESDA INNOVATION CENTER-NCR

OSANITARY RISER DIAGRAM SCALE: 1:100mm

L


OPLUMBING FIXTURES HEIGHT SCALE* 1:40mm

"\i, 0 NJ TECHNICAL EDUCATION AND


PROJECT TOLE

CAOD/3Y

PROPOSED TESDA R°XII: .MS. GRACIE C. TEODORO

4,4', 3,44 n or4. • CAD °MATO. SPU00

REVIEWED AS TO PLAN SUELMF_D BY. SHEET CONTENTS SHEET NO

WATERLINE RISER DIAGRAM 9/VOTARY RISER DIAGRAL1 PLUMBING FIXTURES HEIGHT

INNOVATION CENTER - NCR P-3 P. MINGARACAL ENG

STAIRWELL STO.

BELOW •

FCC

LOBBY . ROOLie TELCO SECURITY

ROOM . ZFLUZ, ......

r0 UPPER ROMS Ol MM..

NOTE: FOR WET AND DRY STAND PIPES,

SIZES OF PIPES ARE 2" BLACK IRON PIPE,

EMBED IN CHB WALL PLASTERED FINISH.

A B C D E F

25000 . 5000 5000 5000 . 2000 3000 2500 2500 _

x.cunims-cA4 : - I 1 1 i • SEPTIC 1 ; ,f6

i TANK I TCs

''''1;

' 9,,, ., ; !--?* ---" _17 '- , ' is.I...„_.t.k:4.. .0"" \ f . )5, ,.....,.

EE ABU ROOM ROOM

STAIRWELL

BOLDING ADMIN. OFFICE

AE

CAFE, PANTRY ;

FROM DESK DISPLAY

AREA

PROTOTYpiNG AREA

BOSSINESS INCUBATION

AREA

MAKERS SPACE

ENTRY PORCH

ram,. t ato


OGROUND FLOOR SANITARY LAYOUT

SCALE: 1'200mm

5

PROJECT TITLE CONCURRED BY

SEC IS ENGR. R

eg% TECHNICAL EDUCATION AND

SKILLS DEVELOPMENT AUTHORITY SO S. ellA, PHD. CSEE

DRECTOA GDEAN

CNECKED SUBMITTED AS TO PLAN BY SHEET CONTENTS T-SREET NO. _,

GROUND FLOOR SANITARY LAYOUT

LING- CAL P 4 PROPOSED TESDA

INNOVATION CENTER - NCR

CONTROL,

STORAGE AUDIO VISUAL ROOM

3

4

MULTI FUNCTION

ROOM INFO

3 g GENERAL MEETING

ROOM

OFFICE CUBICLE

TYPE (1 EM

RESEACHER ACTIVITY COMPUTER

CENTER RESEARCH AREA

ROOM QUARTER

CASHIER

ACCOUNTING OFFICE

FASO CHIEF

OFFICE

4

LEARNING RESEACHER RESOURCE ACTIViTY

AREA MEET AREA ROD FASO

RECORDS! RECORDS: STORAGE STORAGE

5 Iv"

SHEET CONTENTS SHEET NO.

, SECOND FLOOR SANITARY LAYOUT

P-5

RECKED B SUBMITTED AS TO PLAN BY, CONCURRED BY


,PC 1,. TECHNICAL EDUCATION AND


LIALASAKIT DESK

LOBBY

_ 25000

5000 5000 5000 2000 3000

AHU ROOM

COMMAND CENTER

eio

UMM ROOMS Of INC 04.00.

2

_pp?.

MEETING ROOM

REGIONAL DIRECTORS

OFFICE

25000

5000 2000 3000 5000

Gyr2^..N.

5000

LOBBY

LECTURE ROOM

AVM CRY MANN.= COMMUN.*

1:0'07:01, Ttli OLD°

AHu ROOM

2' o

JS

•

1--


OTHIRD FLOOR SANITARY LAYOUT

SCALE: 1:200mm


OSECOND FLOOR SANITARY LAYOUT SCALE: 1:200mm

ETC

4.•

4 I, ''

.---

190, 'VING

N

'94,60 oh*,

—7, PROJECT rrrtE. !REARED SY CHECKED SUBMITTED AS TO PL

PROPOSED TESDA =:411-.L ;

INNOVATION CENTER-NCR

SHEET CONTENTS ___iHEET NO. 71 I ] SANITARY ISOMETRIC LAYOUT I I

I ./._ __L.

NDOZA

APPROVED BY

PHD.. CSEE 001F-C,OR GENERAL


OSANITARY ISOMETRIC LAYOUT SCALE: 1:200mm

CONCURRED BY RECOMMEND]. APPROV AL

4 TECHNICAL EDUCATION AND

SKILLS DEVELOPMENT . OROZCO AUTHORITY

Oc NATresLLODN

ET % GENERAL

8 8 T

PRIVATE MEETING ROOM

BUSSINESS NCuSATION

AREA

CAFE/ PANTRY

5

0 DISPLAY PROTOTYPING

AREA AREA

MAKERS SPACE

! 11

FRONT DESK

BUSINESS MEETING ROOM I

--------

BUSINESS MEETING ROOMS

ENTRY PORCH

•

RO S. LAP ;NA PAD. CS ORECTOR OMR.

MS. GRACIE C. TEODORO CAD OPERATOR SPU-000

OJECT TITLE =,:ev

CUED BY

REvIEINED AS TO PLAN

PROPOSED TESDA : INNOVATION CENTER - NCR F.:4AF

_CONCURRED BY RECOMMENDING APPROVAL APPROVED BY

DIR. JO

oFnca

AL61.050200

fEEP: GENERAL

SliET05NTENTi 'SHEET NO. T--

GROUND FLOOR WATERLINE LAYOUT

1 P-7 SEC. I



TED BY.

MINGARACA

CFD 25000

5030 5000 5000 „ 2000 3000 2500 „ 2500

FCC ROOM!

SECURITY ROOM

TELCO ROOM

BUILDING ADMIN. OFFICE

--1{11111111 \ POINT OF CONNECTION

FRCO.A t..IN WATER UNE


OGROUND FLOOR WATERLINE LAYOUT SCALE: 1•200rnm

001.1 it

0 mALAsacrT

DESK LECTURE

ROOUI LOBBY COMMAND CENTER KI

C4

CE

1

LOBBY

C2) Ct.

'ff771. I _I

MEETING ROOM

- • REGIONAL

MULTI FUNCTION

ROOM

MOVABLE PLATFORM

0 r• 0.6 cict. COOT

RESEACHER ACTIVITY

MEET AREA

FASO RECORDS, STORAGE

ROD RECORDS/ STORAGE

ROD CHIEF

OFFICE

LEARNING RESOURCE

AREA

• N

1076 041U OFFICE

0 0 3 Acc4Nraa • OFFICE

INFO IL]


OTHIRD FLOOR WATERLINE LAYOUT SCALE: 1:200mm

REVIEWED AS TC PLAN. SUBMITTED BY . SHEET CONTENTS. SHEET NO.

SECOND FLOOR WATERLINE LAYOUT THIRD FLOOR WATERLINE

P„8 LAYOUT

MS. GRACIE OPERATOR

TEODORO ,CM '"x*

PROJECT TITLE CADDBY


‹n;.,1' TECHNICAL EDUCATION



OSECOND FLOOR WATERLINE LAYOUT SCALE: 1:200mm

CONCURRED BY- RECOMMENDING APPROVAL

DIR Phil OROZCO

once • ES

APPROVED BY

SEC. IS 0 S. URA, PHD. CSEE DIRECTOR GENERAL

25000 25000

5000

5000

5000 2000 3000 / 5000 5000 5000

5000 „ 2000 3000 5000

DIRECTORS OFFICE

CONTROLI 1 AUDIO VISUAL ROOM

b

8

STORAGE

W.7.11.17111111

0

(5.

OFFICE CUBICLE

TYPE 11-6M

15M,

0

RESEACHER ACTIVITY CENTER

COMPUTER RESEARCH

AREA

GENERAL MEETING

ROOM

0 n'":" QUARTER

CASHIER

5000 5000 5000 2000 3000 5000

25000

7.3 MULTI PURPOSE

AREA

-

nffiftfftr2 Efinntuf nt4PPE1 Lin 'ARM

ffif iftntftffff nintunfft

tI— -

ROOF LINT

I• OPRIMPE ',tau 1030• DEC%

OFFICE RUNG/

SUPPLIES STORAGE

ARCHIVE INVERTER CHARGE

CONRROLLUO BATTERY

ROOM

P

1' 0 fril 0


OROOF DECK WATERLINE LAYOUT SCALE: 1:200mm

CONCURRED BY. RECOMMENDING APPROVAL APPROVED BY. PROJECT TITLE — CADE BY SUBMITTED BY.

'IP TECHNICAL EDUCATION

. REVIEWED AS TO PLAN

I ROOF DECK WATERLINE

SHEET NO. TH

I

1 WrItt.C.V.C, CCR.4.4. 001 &MEET CONTENTS

AUTHORITY DIR. 0

A LLON DIR. J EXE ME

1141: • 4FrE SO I

1„.0z sec. is o s. erv,„ PHD.. CSEE I

DIRECTOR BERM. ARCIATE DOZA I ENGR. R MINGARACAL 4.41 CO INNOVATION CENTER - NCR SKILLS DEVELOPMENT

AND

OFF. 0.1 MEM, lamt GRACE C. TEODORO 611k

uTi PROPOSED TESDA

P- 10 ENGR. R MINGARACAL

000



LCONCURRED BY

IR 4.(1. 411 AL OI )',oR“.s.

PROJECT TITLE

PROPOSED 7ESDA INNOVATION CENTER - NCR

MS. GRACIE C. TEODORO CAD COCAAWA.SDUADDO

SEC. ISIDRO S. LAPE A, PHD., CSEE °RECTOR 0EASPAL

RECOMMENDING; APPROVAL APPROVED BY

lIgks,e4 Frg,

___4_REviEWED AS TO PLAN. —SUBMITTED BY SHEET CONTESTS . SHEET NO .

WATERLINE ISOMETRIC LAYOUT1

P


OWATERLINE ISOMETRIC LAYOUT SCALE: 1:200mm

DISPLAY PROTOTYPING AREA AREA

;TO Ps

mTr

:

IWO, CEO, OPATa MAKER'S

SPACE

OrtVC VPc r o fte rose :gra TORO= CCTrt TO PCOTPTO

aeyLiE:p CCPIALO PART OT 1118 OCO, OP TY OWN

TN, oc •

EE ROOM

S

PPE Cart TO

POCT=

PRIVATE -MEETING ROOM

BUSINESS MEETING ROOM I

BUSINESS MEETING ROOM 2

BEL XV,

V CI PVC PPE

rg Cart TO

ORM

Tr

ENTRY PORCH


OGROUND FLOOR STORM DRAINAGE LAYOUT SCALE: 1:200mm

5000 f 5000 „, 2000 , 3000 / 5000 5000

RESEACHER ACTIVITY CENTER

To war c

C)--1

CONTROL/

STORAGE AUDIO IVISUAL ROOM •

/-roiYt PIPE

0 rVs, =„, F.COR

COMPUTER RESEARCH

AREA

8 S

INFO

raincgrre MULTI

FUNCTION ROOM

Ma/ABLE PLATFORM

ra lVforgl.. MN a ROOK

8 S

TO PsT PIPE

-0 Dircar Earn gat= OpA

RESEACHER ACTIVITY

LEARNING MEET RESOURCE AREA

AREA


OROOF DECK STORM DRAINAGE LAYOUT SCALE: 1:200mm

414.2 i. TECHNICAL EDUCATION AND


DIR. GALLON 1

ROZ • cFncl • r EO'-; TOR GENERAL

SEC DRO S. EAPERA. PHD. CORE OIRECTOR GENE.

PROJECT TITLE


CONCURRED BY RECOMMENDING APPROVAL ---*Zif7r=".t CADD Bv. ------- 7 REVIEWED AS TO PLAN .

NV:2

GRACIE C. Tr...'1.-7°000R0 a ay¢Tramay. N GAO OPERATOR. SPOODO

1¢5...:3=7 cgrrZ;

SHEET CONTENTS. , SHEET NO. 1

GROUND FLOOR STORM 7—! DRAINAGE LAYOUT

SECOND FLOOR STORM DRAINAGE LAYOUT

I P- 11 MING CA t

EMITTED BY.

:to

ARCHRECT. C


OSTORM DRAINAGE ISOMETRIC LAYOUT SCALE: 1:200mm


fj SKILLS DEVELOPMENT AUTHORITY

PROJECT TITLE , SUBMITTED BY 'SHEET CONTENTS-i

'.1:;."..j.:,21:1=41:1, F:4 1,C—ADD BY REVIEWED . TO PLAN.

PROPOSED TESDA 1:41,17,12 :55, `611:51...11.,

1 . STORM DRAINAGE ISOMETRIC SHEET H°- ----1 • LAYOUT

A Lit, • • A P.MINGARACAL , MS. GFtACIE C. TEODORO

1 i

, ENGR R

! tw..-.P.rw, c4.7...,:n i CAD OPERATOR. SPUO00

:

____L-- . - • _______ _ __ _.- --

P-12 INNOVATION CENTER - NCR Ztic-rs

AstcnrrEcT ‘Wf"

Section VIII. Bill of Quantities

DETAILED ESTIMATES OF PROPOSED WORKS

NO. DESCRIPTION AMOUNT A GENERAL REQUIREMENTS B DIRECT COST

I II III IV V VI VII VIII IX X XI XII

Earthworks Concreting Works Steel Works Masonry Works Formworks Roofing Works Doors and Windows Aluminum Composite Panel and Façade Finishing Works Electrical Works Plumbing Works Equipment Operational and Rental Cost

C INDIRECT COST I

II III

Overhead Contingencies and Miscellaneous Contractor's Profit Value Added Tax

D TOTAL CONSTRUCTION COST (A+B+C) E ENGINEERING AND ADMINISTRATIVE OVERHEAD

COST TOTAL ESTIMATED COST

54

BILL OF QUANTITIES

DESCRIPTION QUANTITY UNIT UNIT COST

MATERIAL COST

LABOR COST

TOTAL COST

A GENERAL REQUIREMENTS Mobilization and Demobilization 1 lot Demolition 221 sqm . Site Cleaning/ Clearing 1 lot Occupational Safety and Health Program

1 lot

Permits and Clearances 1 lot Project BillBoard 1 lot

Total, General Requirements B DIRECT COST

I. Earthworks Structure Excavation (common soil) 1,050 cum Embankment (From Structure Excavation)

915 cum

Subtotal, Earthworks II. Concreting Works Beams 174.31 cum Cement (40kg) 1,569 bag Sand, Washed 87 cum Gravel, 3/4" 175 cum Columns and Shearwall 142.62 cum Cement (40kg) 1,284 bag Sand, Washed 72 cum Gravel, 3/4" 143 cum Slab 156.37 cum Cement (40kg) 1,821 bag Sand, Washed 106 cum Gravel, 3/4" 249 cum Stairs and Railings. Cement (40kg) 144 bag Sand, Washed 9 cum Gravel, 3/4" 17.4 cum Footing 132.5 cum Cement (40kg) 1,193 bag Sand, Washed 67 cum Gravel, 3/4" 133 cum Consumables 1 lot

Subtotal, Concreting Works III. Steel Works Beams 27,819 kg 10mm 0 x 6m RSB (Def) 2,346 pc 12mm 0 x 6m RSB (Def) 8 pc 16mm 0 x 6m RSB (Def) 1,166 pc 20mm 0 x 6m RSB (Def) 288 pc 25mm 0 x 6m RSB (Def) 169 pc #16 G.I. Tie wire 90 kg Columns and Shearwall 34,951 kg 10mm 0 x 6m RSB (Def) 4,544 pc

55


MATERIAL COST

LABOR COST

TOTAL COST

12mm 0 x 6m RSB (Def) 208 pc 16mm 0 x 6m RSB (Def) 951 pc 20mm 0 x 6m RSB (Def) 507 pc 25mm 0 x 6m RSB (Def) 19 pc #16 G.I. Tie wire 70 kg Slab 28,090.94 kg 10mm 0 x 6m RSB (Def) 509 pc 12mm 0 x 6m RSB (Def) 5,261 pc #16 G.I. Tie wire 600 kg Stairs and Railings lOmm 0 x 6m RSB (Def) 111 pc 12mm 0 x 6m RSB (Def) 180 pc #16 G.I. Tie wire 15 kg Metal railings 50 m Footing 4,075 kg 12mm 0 x 6m RSB (Def) 574 pc 16mm o x 6m RSB (Def) 389 pc 25mm 0 x 6m RSB (Def) 120 pc 32mm 0 x 6m RSB (Def) 80 pc #16 G.I. Tie wire 190 kg Consumables 1 lot

Subtotal, Steel Works IV. Masonry Works Cement (40kg) 1,509 bag Sand, Screened 80.7 cum Sand, Fine 43.3 cum 4"CHB 11,664 pc 6"CHB 5,867 pc 10mm 0 x 6m RSB (Def) 957 pc #16 G.I. Tie wire 62 kg Masonry trowel 25 pc Float trowel 30 pc

Subtotal, Masonry Works V. Form Works 3/4" Phenolic Board 453 pc 2x3x10 Good lumber 2379 pc 2x4x10 Good lumber 723 pc #2 1/2 CW Nails 62 kg #1 Finishing Nail 26 kg

Subtotal, Form Works VI. Roofing Works 2"x4"x1.8mm THK C PURLIN 42 pc 2"X2"X3mm THK ANGLE BAR 83 pc 300x300x12mm Steel Plate 22 pc 160 A-325 bolt 90 pc Concrete leveling grout 2 bag Long Span Roofing sheet (4" width) 176 sqm Roofing Accessory (Gutter) 27 m #12 Self drilling screw 2 box Welding rod 5kg/box 4 box

56


MATERIAL COST

LABOR COST

TOTAL COST

Consumables 1 lot Subtotal, Roofing Works

VII. Doors and Windows (See schedule of Doors and Windows for specifications, All must be complete in Accessories) D-1, Double Sliding Door 16.88 sqm D-2, Single Swing Steel Door 21.60 sqm D-3, Panel Door 21.42 sqm D-4, Flush Door 27.54 sqm D-5, PWD Flush Door 7.88 sqm D-6, Two-leaf, Panel Door 6.30 sqm D-7, Panel Door, Swing 28.35 sqm D-8, Two-leaf, Glass Door, Swing 8.40 sqm D-9, Single-leaf, Glass Door 3.78 sqm D-10, Two-leaf, Sliding Glass Door 8.40 sqm W-1, Awning type, Glass Window 23.76 sqm W-2, Awning type, Glass Window 0.972 sqm W-3, Awning type, Glass Window 2.16 sqm W-4, Awning type, Glass Window 3.6 sqm W-5, Awning type, Glass Window 1 sqm W-6, Louvered Window 43.2 sqm W-7, Awning type, Glass Window 17.28 sqm W-8, Awning type, Glass Window 9.72 sqm

Subtotal, Doors and Windows VIII. Aluminum Composite Panel and Façade Aluminum Metal Cladding 15 sqm Tempered Glass Walls/Barriers, 10mm

282.48 sqm

Tempered Glass Walls/Barriers, 6mm

113.129 sqm

Consumables 1 lot Subtotal, Aluminum Composite Panel and Façade

IX. Finishing Works 3/4" Marine Plywood 564.24 pc Good Lumber 7074.76 bdft. Mirror 21 sq.ft. Assorted Common Nails 58.368 kg Assorted Concrete Nails 152 pc Assorted Finishing Nails 182.4 bag Metal Furrings, Ga. 24 708.4 pc Threaded Rod, 3/8" x 8' 77 pc Consumables 1 lot

Subtotal, Finishing Works X. Electrical Works Lighting and Small Power System 1200mmx300mm, 2x20W Ceiling Recessed Fluorescent Lighting Fixture

114 pc

1200mm, 20W Surface mounted LED Fluorescent Light

46 pc

57


MATERIAL COST

LABOR COST

TOTAL COST

13W, Recessed mounted LED Down light

189 pc

13W, Wall mounted LED Down light 10 pc 5x13W Track Lighting Fixture 1 pc Wall mounted, Elevator Shaft lighting

2 pc

13W Surface mounted uptight 12 pc 8W Exit light with 2hrs Battery pack 6 pc 8W LED Strip @ 5m 28 pc 2hrs battery pack 98 pc 1 Gang switch, 15A, 230V 39 set 2 Gang switch, 15A, 230V 7 set 3 Gang switch, 15A, 230V 9 set Convenience Outlet, Simplex, 15A, 220V

9 set

Convenience Outlet, Duplex, 15A, 220V

48 set

Special Purpose Outlet 3 set Floor Mounted Convenience Outlet, Duplex, 15A, 220V

55 set

15A, 230V Disconnect Switch 8 set 20AT, 10, 230V Enclosed Circuit Breaker

4 set

30AT, 10, 230V Enclosed Circuit Breaker

3 set


4 set


5 set

Ground Rod 7 pc Ground Test Pit 2 pc Utility Box 138 pc Junction Box 555 pc Consumables 1 lot Auxiliary System Conventional Smoke Detector with standard detector base

63 pc

Addressable Sounder with Strobe light

13 pc

Addressable Manual Pull Station 4 pc Fireman's Telephone Jack 4 pc Addressable Module 5 pc Fire Alarm Control Panel with Fire fighter's Telephone Control Unit

1 assy

Fire Alarm Terminal Box 4 assy Voice/Data outlet 42 set Floor Mounted, Voice/Data Outlet 28 set Wireless Access Point 5 pc Junction Box 148.2 pc Pull boxes 300mmx300mm 3 pc

58


MATERIAL COST

LABOR COST

TOTAL COST

Utility Box 50 pc Consumables 1 lot Electrical Wires, Conduits and Fitting 3.5mm2 THWN 5,107 1m 5.5mm2 THWN 540 Im 8.0mm2 THWN 812 Im 14mm2 THWN 198 Im 30mm2 THWN 78 Im 50mm2 THWN 5 Im 60mm2 THWN 173 Im 200mm2 THWN 153 Im 3.5mm2 TW 2,553 Im 5.5mm2 TW 352 Im 8.0mm2 TW 47 Im 14mm2 TW 15 Im 30mm2 TW 38 Im 100mm2 BCW 160 Im 3m x 20mm0 PVC 851 Im 3m x 25mm0 PVC 50 Im 3m x 32mm0 PVC 91 Im 3m x 90mm0 PVC 13 Im 3m x 25mm0 IMC 3 Im 3m x 32mm0 IMC 7 Im 3m x 50mm0 IMC 6 Im Consumables 1 lot Auxiliary Wires, Conduits and Fittings 18 AWG Fire resistant Fire Alarm Cable

1,113 Im

CAT6 UTP Cable 678 Im 18 AWG TF Wire 896 Im 3m x 20mm0 PVC 524 Im 3m x 32mm0 PVC 18 Im 3m x 110mm0 PVC 16 Im 3m x 50mm0 EMT 34 Im Consumables 1 lot Distribution System MDP-GF, MAIN: 300AT, 400AF, 3P, 400V, MCCB. BRANCHES:

1 - 40AT, 100AF, 3P,400V MCCB; 4 - 50AT, 100AF, 3P,400V MCCB; 1 - 100AT, 100AF, 3P,400V MCCB; 1 - 125AT, 150AF, 3P,400V MCCB; 1 - 150AT, 150AF, 3P,400V MCCB

1 assy

PP-2F, MAIN: 50AT, 100AF, 3P, 400V, MCCB. BRANCHES:

32 - 20AT, 100AF, IP, 230V MCCB 2 - 20AT, 100AF, 3P,400V MCCB; 2 - 30AT, 100AF, 3P,400V MCCB;

1 assy

59

DESCRIPTION QUANTITY • UNIT UNIT COST

MATERIAL COST

LABOR COST

TOTAL COST

PP-GF-ADMIN, MAIN: 50AT, 100AF, 3P, 400V, MCCB. BRANCHES: 8 - 20AT, 100AF, 1P, 230V MCCB 2 - 20AT, 100AF, 3P,400V MCCB

1 assy

PP-TELCO, MAIN: 100AT, 100AF, 3P, 400V, MCCB. BRANCHES:

6 - 20AT, 100AF, 1P, 230V MCCB 2 - 70AT, 100AF, 1P,230V MCCB

1 assy

PP-3F, MAIN: 40AT, 100AF, 3P, 400V, MCCB. BRANCHES:

18 - 20AT, 100AF, 1P, 230V MCCB 2 - 20AT, 100AF, 3P,400V MCCB

1 assy

PP-RD-LIFT, MAIN: 125AT, 150AF, 3P, 400V, MCCB. BRANCHES:

2 - 100AT, 100AF, 3P, 400V MCCB 4 - 20AT, 100AF, 1P,230V MCCB;

1 assy

DP-RD-LIFT, MAIN: 150AT, 150AF, 3P, 400V, MCCB. BRANCHES:

2 - 125AT, 150AF, 3P, 400V MCCB 4 - 50AT, 100AF, 3P, 400V MCCB; 6 - 20AT, 100AF, 1P, 230V MCCB; 2 - 20AT, 100AF, 3P, 400V MCCB;

1 assy

PP-GF-MECH, MAIN: 125AT, 150AF, 3P, 400V, MCCB, BRANCHES:

4 - 100AT, 100AF, 3P, 400V MCCB 6 - 20AT, 100AF, 1P,230V MCCB; 4 - 30AT, 100AF, 1P, 230V MCCB; 2 - 20AT, 100AF, 3P,400V MCCB

1 assy

Kilowatt-hour Meter Miscellaneous Items

Minor Tools and equipment 1 lot Hangers and supports 1 lot Fittings Labels Flexible Metallic Conduit Electrical Tape Mica Tube

Subtotal, Electrical Works Xl. Plumbing Works Sanitary Sewer, Waste & Vent (Cast Iron) PVC Pipe 100mm 0 x

10 ft 57 pc

PVC Pipe 150mm 0 x 10 ft

29 pc

60


MATERIAL COST

LABOR COST

TOTAL COST

PVC Wye Reducer 100 x 100 mm 0

90 pc

PVC TEE Reducer 150 x 100 mm 0

8 pc

PVC Clean Out 100 mm 0 50 pc PVC Elbow 150mm, 45

degrees 31 pc

PVC Elbow 150mm, 90 degrees

25 pc

Consumables (Hangers, Supports etc.)

1 lot

Water Distribution System PPR PIPE 1" X 10' 78 pc PPR Elbow 1",90 degrees 80 pc PPR TEE 1" 57 pc PPR Coupling 1" 42 pc Ball Valve 1", PVC 15 pc Gate Valve 1", PPR 1 pc Check Valve 1" 3 pc Consumables (Hangers, Supports etc.)

1 lot

Storm Water Drainage System PVC Pipe 75 mm 0 X

10ft 55 pc

PVC Coupling 75 mm 0 27 pc Consumables (Hangers, Supports etc.)

1 lot

Plumbing Fixtures Lavatory Inc. fittings &

Accessories, American STD or Equivalent, Slop Sink typ.

15 set

Lavatory Inc. fittings & Accessories, American STD or Equivalent

3 set

Watercloset Inc. fittings & Accessories, American STD or Equivalent

18 set

Faucet Bronze or Equivalent

28 pc

61


MATERIAL COST

LABOR COST

TOTAL COST

Urinal Inc. fittings & Accessories, American STD or Equivalent

6 set

Shower Head set w/valve 3 set Soap Holder Plastic, PVC

Type 6 pc

Floor Drain 4" x 4", Stainless

18 pc

Grab bar Stainless, 1" L-type

3 set

Grab bar Stainless, 1" x 24"

3 set

Mirror 63 sq.ft. Water Tank Cylindrical,

500 gal. cap. 1 set

Consumables 1 lot Miscellaneous Items Cementitous Water Proofing 10 gal Water Proofing, with Fiber Glass, Epoxy Resin

360 sq.m.

Consumables 1 lot Subtotal, Plumbing Works

XII. Equipment Operational and Rental Cost

DESCRIPTION DAILY WAGE SSS/EC PHILHEALTH PAG-

IBIG

MONTHLY RATE W/

BENEFITS (25 DAYS)

COST FOR TARGET

WORKING DAYS (300)

Operational Cost Heavy Equipment Operator Highly Skilled Labor Driver Skilled Labor Unskilled Labor Equipment Rental

DESCRIPTION CAPACITY RENTAL RATE

NO. OF RENTAL HOURS

NO. OF RENTAL IN

DAYS

RENTAL COST

Truck Mounted Crane, Scissors Lift, Terrain

40' hts x 46' range

Backhoe w/ Breaker 0.80 cu.m./1.4 cu.yd

One Bagger Mixer 4-6ft Dump Truck 12 yd Jack Hammer - Water Pump, 100 mm Suction

-

62


MATERIAL COST

LABOR COST

TOTAL COST

Chainsaw 7' reach, 9" Std. Blade

Consumables (Minor Tools, Misc. Equipment, Fuel, Oil, Lubricants, Equipment Maintenance, Etc.)

1 lot

Subtotal, Equipment Operational and Rental Cost Total, Direct Cost

C INDIRECT COST I. Overhead Contingencies And Miscellaneous (10%) II. Contractor's Profit (8%) III. Value Added Tax (5%)

Total, Indirect Cost

D Total Construction Cost (A+B+C)

E Engineering, Administrative Overhead (1.5%) Total Estimated Cost

I hereby commit to comply with all the above Bill of Quantities.

Name of Signature over Printed Name of Date Company/Bidder Authorized Representative

63

Section IX. Checklist of Technical and Financial Documents

Checklist of Technical and Financial Documents

I. TECHNICAL COMPONENT ENVELOPE

Class "A" Documents

Legal Documents ❑ (a) Valid PhiIGEPS Registration Certificate (Platinum Membership) (all

pages); or

❑ (b) Registration certificate from Securities and Exchange Commission (SEC), Department of Trade and Industry (DTI) for sole proprietorship, or Cooperative Development Authority (CDA) for cooperatives or its equivalent document; and

❑ (c) Mayor's or Business permit issued by the city or municipality where the principal place of business of the prospective bidder is located, or the equivalent document for Exclusive Economic Zones or Areas; and

❑ (d) Tax clearance per E.O. No. 398, s. 2005, as finally reviewed and approved by the Bureau of Internal Revenue (BIR).

Technical Documents ❑ (e) Statement of the prospective bidder of all its ongoing government and

private contracts, including contracts awarded but not yet started, if any, whether similar or not similar in nature and complexity to the contract to be bid; and

❑ (f) Statement of the bidder's Single Largest Completed Contract (SLCC) similar to the contract to be bid, except under conditions provided under the rules; and

(g) Owner's Certificate of Acceptance or Constructors Performance Evaluation System (CPES) Rating; and

❑ (h) Philippine Contractors Accreditation Board (PCAB) License; or Special PCAB License in case of Joint Ventures; and registration for the type and cost of the contract to be bid; and

❑ (i) Original copy of Bid Security. If in the form of a Surety Bond, submit also a certification issued by the Insurance Commission; or Original copy of Notarized Bid Securing Declaration; and

(j) Project Requirements, which shall include the following: ❑ a. Organizational chart for the contract to be bid; ❑ b. List of contractor's key personnel (e.g., Project Manager, Project

Engineers, Materials Engineers, and Foremen), to be assigned to the contract to be bid, with their complete qualification and experience data;

❑ c. List of contractor's major equipment units, which are owned,

65

leased, and/or under purchase agreements, supported by proof of ownership or certification of availability of equipment from the equipment lessor/vendor for the duration of the project, as the case may be; and

❑ (k) Original duly signed Omnibus Sworn Statement (OSS); and if applicable, Original Notarized Secretary's Certificate in case of a corporation, partnership, or cooperative; or Original Special Power of Attorney of all members of the joint venture giving full power and authority to its officer to sign the OSS and do acts to represent the Bidder.

Financial Documents ❑ (I) The prospective bidder's audited financial statements, showing, among

others, the prospective bidder's total and current assets and liabilities, stamped "received" by the BIR or its duly accredited and authorized institutions, for the preceding calendar year which should not be earlier than two (2) years from the date of bid submission; and

❑ (m) The prospective bidder's computation of Net Financial Contracting Capacity (NFCC).

Class "B" Documents ❑ (n) If applicable, duly signed joint venture agreement (JVA) in accordance

with RA No. 4566 and its IRR in case the joint venture is already in existence; or duly notarized statements from all the potential joint venture partners stating that they will enter into and abide by the provisions of the JVA in the instance that the bid is successful.

II. FINANCIAL COMPONENT ENVELOPE ❑ (o) Original of duly signed and accomplished Financial Bid Form; and

Other documentary requirements under RA No. 9184 ❑ (p) Original of duly signed Bid Prices in the Bill of Quantities; and ❑ (q) Duly accomplished Detailed Estimates Form, including a summary shee

indicating the unit prices of construction materials, labor rates, anc equipment rentals used in coming up with the Bid; and

❑ (r) Cash Flow by Quarter.

Note:

1. In case of inconsistency between the Checklist of Technical and Financial Documents for bidders and the provisions in the Instructions to Bidders, Bid Data Sheet and Specifications, the Instructions to Bidders, Bid Data Sheet and Specifications shall prevail.

2. In order to facilitate efficiency in evaluating all the documents submitted by the prospective bidder/supplier, we encourage all prospective bidders to put tabs in all documents to be submitted with the same number as indicated in this Checklist of Technical and Financial Document

66

STATEMENT OF (i) ONGOING CONTRACTS (ii) AWARDED BUT NOT YET STARTED CONTRACTS

This is to certify that (company) has the following ongoing and awarded but not yet started contracts:

Name of Contract!

a. Owner's Name b. Address

Nature of Work

Bidder's Role a. Date Awarded b. Date Started

% of Accomplishment

Value of Outstanding Works / Undelivered

Project Cost c. Telephone Nos. Description c. Date of Completion Planned Actual Portion Government

Private

Total Cost

Name and Signature of Date Authorized Representative

*Instructions: a) State all ongoing contracts including those awarded but not yet started (government and private contracts which may be similar or not similar to the project called for bidding) as of:

i. The day before the deadline of submission of bids. b) If there is no ongoing contract including awarded but not yet started as of the aforementioned period, state none or equivalent term. c) The total amount of the ongoing and awarded but not yet started contracts should be consistent with those used in the Net Financial Contracting Capacity (NFCC) in case an NFCC is submitted as an eligibility document. d) "Name of Contract". Indicate here the Nature/ Scope of the Contract for easier tracking of the entries/ representations

67

STATEMENT OF SINGLE LARGEST COMPLETED CONTRACT SIMILAR TO THE CONTRACT TO BE BID

This is to certify that (company) has the following completed contracts within five (5) years prior to the date of submission and receipt of bids, a contract similar to the Project

Name of a. Owner's Name Nature of Work Bidder's Role a. Amount at Award a. Date Awarded Contract b. Address

c. Telephone Nos. Description % b. Amount at Completion

c. Duration b. Date Started c. Date of Completion

Name and Signature of Date Authorized Representative

* Instructions: a) Cut-off date as of:

(0 Up to the day before the deadline of submission of bids. b) In the column under "Dates" indicate the dates of Delivery/ End-user's Acceptance and Official Receipt. c) "Name of Contract". Indicate here the Nature/ Scope of the Contract for the Procuring Entity to determine the relevance of the entry with the Procurement at hand. d) Copy of any of the following documents must be attached to this Statement: 1. Constructor's Certificate of Performance Evaluation System (CPES) Final Rating which must be Satisfactory; or 2. Certificate of Acceptance; or 3. Owner's Certificate of Completion

68

(Bidder's Client's Company Letterhead)

CERTIFICATE OF PERFORMANCE EVALUATION This is to certify that (NAME OF BIDDER) has contracted and

performed with our company/ agency the Name of Contract/Works .

Based on our evaluation on quality of service delivered, time management, management and suitability of personnel, contract administration and management, and provision of regular progress reports, we give (NAME OF BIDDER) a rating of:

❑ EXCELLENT

❑ VERY SATISFACTORY

❑ SATISFACTORY

❑ POOR

This Certification shall form part of the Technical Documentary Requirements in line with (NAME OF BIDDER) participation for Construction of TESDA RTC-NCR.

Issued this day of in , Philippines.

Name of Company (Bidder's Client) Signature over Printed Name of Authorized Representative

Address E-mail Address

Tel./Fax No.

69

Bid Securing Declaration Form [shall be submitted with the Bid if bidder opts to provide this form of bid security]

REPUBLIC OF THE PHILIPPINES) CITY OF ) S.S.

BID SECURING DECLARATION Project Identification No.: [Insert number]

To: [Insert name and address of the Procuring Entity]

I/We, the undersigned, declare that: 1. I/We understand that, according to your conditions, bids must be supported by a

Bid Security, which may be in the form of a Bid Securing Declaration.

2. I/We accept that: (a) I/we will be automatically disqualified from bidding for any procurement contract with any procuring entity for a period of two (2) years upon receipt of your Blacklisting Order; and, (b) I/we will pay the applicable fine provided under Section 6 of the Guidelines on the Use of Bid Securing Declaration, within fifteen (15) days from receipt of the written demand by the procuring entity for the commission of acts resulting to the enforcement of the bid securing declaration under Sections 23.1(b), 34.2, 40.1 and 69.1, except 69.1(f),of the IRR of RA No. 9184; without prejudice to other legal action the government may undertake.

3. I/We understand that this Bid Securing Declaration shall cease to be valid on the following circumstances: a. Upon expiration of the bid validity period, or any extension thereof pursuant to

your request; b. I am/we are declared ineligible or post-disqualified upon receipt of your notice

to such effect, and (i) I/we failed to timely file a request for reconsideration or (ii) I/we filed a waiver to avail of said right; and

c. I am/we are declared the bidder with the Lowest Calculated Responsive Bid, and I/we have furnished the performance security and signed the Contract.

IN WITNESS WHEREOF, I/We have hereunto set my/our hand/s this day of [month] [year] at [place of execution].

[Insert NAME OF BIDDER OR ITS AUTHORIZED REPRESENTATIVE]

[Insert signatory's legal capacity] Affiant

purati [Format shall be based on the latest Rules on Notarial Practice]

Pursuant to GPPB Resolution No. 16-2020 dated 16 September 2020

70

QUALIFICATION OF KEY PERSONNEL PROPOSED TO BE ASSIGNED TO THE CONTRACT

Business Name Business Address

Project Manager Civil Engineer Architect 1 Name 2 Address 3 Date of Birth 4 Employed since 5 Experience 6 Education 7 PRC License (as applicable)

Note: Kindly attach the individual resume and PRC license of the (professional) personnel (as applicable)

Submitted by

Designation

Date

(Printed Name and Signature)

71

LIST OF EQUIPMENT, OWNED, OR LEASED AND/OR UNDER PURCHASE AGREEMENTS, PLEDGED TO THE PROPOSED CONTRACT

Business Name Business Address

DESCRIPTION MODEL! YEAR

CAPACITY/ PERFORMANCE/

SIZE

PLATE NO.

MOTOR NO./ BODY NO. LOCATION CONDITION

PROOF OF OWNERSHIP/ LESSOR OR

VENDOR A. Owned i. ii. iii. B. Leased i. ii. iii. C. Under Purchase Agreements i. ii. iii.

Submitted by

Designation

Date

(Printed Name and Signature)

72

BIO-DATA

PERSONAL DATA

Name Date of Birth Nationality Marital Status Permanent Address

EDUCATIONAL QUALIFICATIONS

EDUCATION SCHOOL/INSTITUTION INCLUSIVE DATES Primary

Secondary Tertiary

Post Grad.

PROFESSIONAL QUALIFICATIONS

Membership in Professional Institutions:

NAME OF INSTITUTION

ADDRESS

Work Experiences (Listed in descending chronological order)

Present/Most Recent Assignment:

INCLUSIVE DATES

COMPANY POSITION/ DESIGNATION

BRIEF DESCRIPTION OF

DUTIES AND RESPONSIBILITIES

Note: For Licensed Engineers/Architects, please attach a certified true copy of valid and current copy of the PRC license.

CERTIFIED TRUE AND CORRECT:

(NAME AND SIGNATURE)

73

OMNIBUS SWORN STATEMENT (REVISED) [shall be submitted with the Bid]

REPUBLIC OF THE PHILIPPINES ) CITY/MUNICIPALITY OF ) S.S.

AFFIDAVIT

I, [Name of Affiant], of legal age, [Civil Status], [Nationality], and residing at [Address of Affiant], after having been duly sworn in accordance with law, do hereby depose and state that:

1. [Select one, delete the other] [If a sole proprietorship:] I am the sole proprietor or authorized representative of [Name of Bidder] with office address at [address of Bidder]; [If a partnership, corporation, cooperative, orjoint venture:] I am the duly authorized and designated representative of [Name of Bidder] with office address at [address of Bidder];

2. [Select one, delete the other.] [If a sole proprietorship:] As the owner and sole proprietor, or authorized representative of [Name of Bidder], I have full power and authority to do, execute and perform any and all acts necessary to participate, submit the bid, and to sign and execute the ensuing contract for [Name of the Project] of the [Name of the Procuring Entity], as shown in the attached duly notarized Special Power of Attorney; [If a partnership, corporation, cooperative, or joint venture:] I am granted full power and authority to do, execute and perform any and all acts necessary to participate, submit the bid, and to sign and execute the ensuing contract for [Name of the Project] of the [Name of the Procuring Entity], as shown in the attached [state title of attached document showing proof of authorization (e.g., duly notarized Secretary's Certificate, Board/Partnership Resolution, or Special Power of Attorney, whichever is applicable;)];

3. [Name of Bidder] is not "blacklisted" or barred from bidding by the Government of the Philippines or any of its agencies, offices, corporations, or Local Government Units, foreign government/foreign or international financing institution whose blacklisting rules have been recognized by the Government Procurement Policy Board, by itself or by relation, membership, association, affiliation, or controlling interest with another blacklisted person or entity as defined and provided for in the Uniform Guidelines on Blacklisting;

4. Each of the documents submitted in satisfaction of the bidding requirements is an authentic copy of the original, complete, and all statements and information provided therein are true and correct;

5. [Name of Bidder] is authorizing the Head of the Procuring Entity or its duly authorized representative(s) to verify all the documents submitted;

74

6. [Select one, delete the rest:]

[If a sole proprietorship:] The owner or sole proprietor is not related to the Head of the Procuring Entity, members of the Bids and Awards Committee (BAC), the Technical Working Group, and the BAC Secretariat, the head of the Project Management Office or the end-user unit, and the project consultants by consanguinity or affinity up to the third civil degree;

[If a partnership or cooperative:] None of the officers and members of [Name of Bidder] is related to the Head of the Procuring Entity, members of the Bids and Awards Committee (BAC), the Technical Working Group, and the BAC Secretariat, the head of the Project Management Office or the end-user unit, and the project consultants by consanguinity or affinity up to the third civil degree;

[If a corporation or joint venture:] None of the officers, directors, and controlling stockholders of [Name of Bidder] is related to the Head of the Procuring Entity, members of the Bids and Awards Committee (BAC), the Technical Working Group, and the BAC Secretariat, the head of the Project Management Office or the end-user unit, and the project consultants by consanguinity or affinity up to the third civil degree;

7. [Name of Bidder] complies with existing labor laws and standards; and

8. [Name of Bidder] is aware of and has undertaken the responsibilities as a Bidder in compliance with the Philippine Bidding Documents, which includes:

a. Carefully examining all of the Bidding Documents; b. Acknowledging all conditions, local or otherwise, affecting the implementation

of the Contract; c. Making an estimate of the facilities available and needed for the contract to be

bid, if any; and d. Inquiring or securing Supplemental/Bid Bulletin(s) issued for the [Name of the

Project].

9. [Name of Bidder] did not give or pay directly or indirectly, any commission, amount, fee, or any form of consideration, pecuniary or otherwise, to any person or official, personnel or representative of the government in relation to any procurement project or activity.

10.In case advance payment was made or given, failure to perform or deliver any of the obligations and undertakings in the contract shall be sufficient grounds to constitute criminal liability for Swindling (Estafa) or the commission of fraud with unfaithfulness or abuse of confidence through misappropriating or converting any payment received by a person or entity under an obligation involving the duty to deliver certain goods or services, to the prejudice of the public and the government of the Philippines pursuant to Article 315 of Act No. 3815 s. 1930, as amended, or the Revised Penal Code.

75

IN WITNESS WHEREOF, I have hereunto set my hand this day of , 20_ at , Philippines.

[Insert NAME OF BIDDER OR ITS AUTHORIZED REPRESENTATIVE]

[Insert signatory's legal capacity] Affiant

fiuratj [Format shall be based on the latest Rules on Notarial Practice]

*The identification card shall be at least one of the acceptable proofs of identity as identified under the provisions of the 2014 Rules on Notarial Practice

"Sec. 12. Competent Evidence of Identity — The phrase "competent evidence of identity" refers to the identification of an individual based on:

At least one current identification document issued by an official agency bearing the photograph and signature of the individual such as but not limited to, passport, driver's license, Professional Regulations Commission ID, National Bureau of investigation clearance, police clearance, postal ID, voter's ID, Barangay certification, Government Service and Insurance System (GSIS) e-card, Social Security System (SSS) card, Philhealth card, senior citizen card, Overseas Workers Welfare Administration (OWWA) ID, OFW ID, seaman's book, alien certificate of registration/immigrant certificate of registration, government office ID, certification from the National Council for the Welfare of Disabled Persons (NCWDP), Department of Social Welfare and Development (DSWD) certification;

The Board Resolution or Secretary's Certificate referring to the said Board Resolution designating the bidder's authorized representative and signatory need not specifically indicate the particular project where such authority is given provided that the said authority covers activities by TESDA.

76

JOINT VENTURE AGREEMENT

KNOW ALL MEN BY THESE PRESENTS:

This JOINT VENTURE AGREEMENT (hereinafter referred to as the "Agreement"), entered into this day of 20_ at City, Philippines by and among:

. a domestic corporation duly organized, registered and existing under and by virtue of the laws of the Republic of the Philippines, with office address at , represented by its , hereinafter referred to as " :, ;

- and -

. a domestic corporation duly organized, registered and existing under and by virtue of the laws of the Republic of the Philippines, with office address at , represented by its , hereinafter referred to as

IL U ;

- and —

a foreign corporation organized and existing under and by virtue of the laws of , represented by its

, hereinafter referred to as LL 17 ;

(Henceforth collectively referred to as the "Parties")

WITNESSETH: That

WHEREAS, the Technical Education and Skills Development Authority (TESDA) has recently published an Invitation to Apply for Eligibility and to Bid for the Supply and Delivery of for the

WHEREAS, the parties have agreed to pool their resources together to form the " Joint Venture", hereinafter referred to as the Joint Venture, under the laws of the Philippines, for the purpose of participating in the abovementioned procurement of TESDA-CO;

NOW, THEREFORE, for and in consideration of the foregoing premises and the covenants hereto set forth, the Parties have agreed as follows:

77

ARTICLE I ORGANIZATION OF THE JOINT VENTURE

SECTION 1. Formation — The Parties do hereby agree and bind themselves to establish, form and organize a Joint Venture pursuant to the laws of the Republic of the Philippines, in order for the JV to carry on the purposes and objectives for which it is created;

SECTION 2. Name — The name and style under which the JV shall be conducted is II 7; .

SECTION 3. Principal Place of Business — The JV shall maintain its principal place of business at

SECTION 4. Preparation and Documentation — The Parties shall secure and/or execute such certifications, documents, deeds and instruments as may be required by the laws of the Republic of the Philippines for the realization of the JV and in compliance with the Project. Further, they shall do all other acts and things requisite for the continuation of the JV pursuant to applicable laws;

SECTION 5. The Joint Venture shall be represented by the in all biddings, related procurement transactions and other official dealings that it shall enter into with the TESDA-CO and third parties, such transactions to include, among others, the submission of eligibility documents, bids, registration documents obtaining bonds, performing the principal contract in the event that the contract is awarded in favor of the Joint Venture, receipt of payment for goods delivered, and similar and related activities.

SECTION 6. The period of the Joint Venture shall begin upon execution of this Agreement and shall continue until the complete performance of its contractual obligations to TESDA-CO, as described in Article II hereof, or upon its termination for material breach of any term or condition of this Agreement, by service of a written statement in English on the other Party, not less than 90 days prior to the intended date termination

ARTICLE II PURPOSE

SECTION 1. The primary purpose of the Joint Venture is to participate in the public bidding to be conducted by the TESDA-CO Bids and Awards Committee for the supply and delivery of for the

SECTION 2. If the above-described contract's is/are awarded to the Joint Venture, the Joint Venture shall undertake the performance thereof to TESDA-CO, and such other incidental activities necessary for the completion of its contractual obligations.

78

ARTICLE III SOLIDARY LIABILITY OF THE PARTIES

SECTION 1. In the performance of the contract/s that may be awarded to the Joint Venture by the TESDA-CO, and all other related activities/obligations, as described in Article II hereof, - the Parties bind themselves jointly and solidarily, in the concept of solidarily debtors, subject to the right of reimbursement, as provided in the relevant provisions of the Civil Code of the Philippines.

ARTICLE IV CONTRIBUTION AND OTHER ARRANGEMENTS

SECTION I. Contribution — The Parties shall contribute the amount of (Php ) to support the financial requirements of the Joint Venture, in the following proportion:

A. P .00 B. P .00 TOTAL P .00

Additional contributions to the Joint Venture shall be made as may be required for contract implementation. In addition, shall contribute any labor and contract management requirements.

SECTION 2. Profit Sharing — The share of the Parties to the JV from any profit derived or obtained from the implementation and execution of the Project shall be distributed pro rata to each, in accordance with the contribution and resources each has provided to the JV;

SECTION 3. Liquidation and Distributions — Any sum remaining after deducting from the total of all moneys or benefits received for the performance of the contract, all costs incurred by the JV after award of the contract for the Project pursuant to the accounting practices established for the JV, shall be distributed in accordance with the relative balances in the accounts of each Party pursuant to Sec.1 of this Article upon completion, final accounting, termination and liquidation of the JV. In the event of liquidation and termination of JV, and after taking into account the shares of the Parties in all income, gain, deductions, expenses, and losses, should the account of a Party contain a negative balance, such Party shall contribute cash to the JV sufficient to restore the said balance to zero;

SECTION 4. Sharing of Burden of a Net Loss — In case a net loss is incurred, additional contributions shall be made by the Parties in accordance with their respective shares.

79

ARTICLE V MISCELLANEOUS PROVISIONS

SECTION 1. The provisions of the Instructions to Bidders, Supplemental Bid Bulletin, and other bidding documents issued by the TESDA-CO in relation to the contract described in Article II hereof, shall be deemed incorporated in this Agreement and made an integral part thereof.

SECTION 2. This Agreement shall be binding upon and inure to the benefit of the Parties and their respective-successors and assigns.

SECTION 3. The Parties herein are duly represented by their authorized officers.

SECTION 4. Governing Law - This Agreement shall be governed by and construed according to the laws of the Republic of the Philippines. Venue of any court action arising from this Agreement shall be exclusively laid before the proper court of the Philippines.

IN WITNESS WHEREOF, the parties have set their hands and affixed their signatures on the date and place first above-stated.

Signed in the Presence of:

80

ACKNOWLEDGMENT

REPUBLIC OF THE PHILIPPINES CITY/MUNICIPALITY OF ) S.S. PROVINCE OF (in the case of Municipality)

BEFORE ME, a Notary Public for and in the City/Municipality of (indicate also the Province in the case of Municipality , this day of month & year) personally appeared the following:

Name ID Name, Number and Validity Date

Known to me and to me known to be the same persons who executed the foregoing instrument and they acknowledge to me that the same is their free and voluntary act and deed and that of the corporation(s) they represent.

This instrument refers to a Joint Venture Agreement consisting of pages, including the page on which this Acknowledgement is written, and signed by the parties and their instrumental witnesses.

WITNESS MY HAND AND NOTARIAL SEAL on the place and on the date first above written.

NAME OF NOTARY PUBLIC Serial No. of Commission Notary Public for until Roll of Attorneys No. PTR No. [ date issued], [place issued] IBP No. , [ date issued], [place issued]

Doc. No. Page No. Book No. Series of Note:

"Sec. 12. Competent Evidence of Identity — The phrase "competent evidence of identity" refers to the identification of an individual based on:

At least one current identification document issued by an official agency bearing the photograph and signature of the individual such as but not limited to, passport, driver's license, Professional Regulations Commission ID, National Bureau of Investigation clearance, police clearance, postal ID, voter's ID, Barangay certification, Government Service and Insurance System (GSIS) e-card, Social Security System (SSS) card, Philhealth card, senior citizen card, Overseas Workers Welfare Administration (OINWA) ID, OFW ID, seaman's book, alien certificate of registration/immigrant certificate of registration, government office ID, certification from the National Council for the Welfare of Disabled Persons (NCWDP), Department of Social Welfare and Development

81

Performance Securing Declaration (Revised) [if used as an alternative performance security but it is not required to be submitted with the

Bid, as it shall be submitted within ten (10) days after receiving the Notice of Award]

REPUBLIC OF THE PHILIPPINES) CITY OF ) S.S.

PERFORMANCE SECURING DECLARATION

Invitation to Bid: [Insert Reference Number indicated in the Bidding Documents] To: [Insert name and address of the Procuring Entity]

I/We, the undersigned, declare that:

1. I/We understand that, according to your conditions, to guarantee the faithful performance by the supplier/distributor/manufacturer/contractor/consultant of its obligations under the Contract, I/we shall submit a Performance Securing Declaration within a maximum period of ten (10) calendar days from the receipt of the Notice of Award prior to the signing of the Contract.

2. I/We accept that: I/we will be automatically disqualified from bidding for any procurement contract with any procuring entity for a period of one (1) year for the first offense, or two (2) years for the second offense, upon receipt of your Blacklisting Order if I/We have violated my/our obligations under the Contract;

3. I/We understand that this Performance Securing Declaration shall cease to be valid upon:

a. issuance by the Procuring Entity of the Certificate of Final Acceptance, subject to the following conditions:

i. Procuring Entity has no claims filed against the contract awardee; ii. It has no claims for labor and materials filed against the contractor;

and iii. Other terms of the contract; or

b. replacement by the winning bidder of the submitted PSD with a performance security in any of the prescribed forms under Section 39.2 of the 2016 revised IRR of RA No. 9184 as required by the end-user.

IN WITNESS WHEREOF, I/We have hereunto set my/our hand/s this day of [month] [year] at [place of execution].

[Insert NAME OF BIDDER OR ITS AUTHORIZED REPRESENTATIVE] [Insert signatory's legal capacity]

Affiant

fJuratl [Format shall be based on the latest Rules on Notarial Practice]

82

Contract Agreement Form for the Procurement of Infrastructure Projects (Revised)

[not required to be submitted with the Bid, but it shall be submitted within ten (10) days after receiving the Notice of Award]

CONTRACT AGREEMENT THIS AGREEMENT, made this [insert date] day of [insert month], [insert year] between

[name and address of PROCURING ENTITY] (hereinafter called the "Entity") and [name and address of Contractor] (hereinafter called the "Contractor").

WHEREAS, the Entity is desirous that the Contractor execute [name and identification number of contract] (hereinafter called "the Works") and the Entity has accepted the Bid for [contract price in words and figures in specified currency] by the Contractor for the execution and completion of such Works and the remedying of any defects therein.

NOW THIS AGREEMENT WITNESSETH AS FOLLOWS:

1. In this Agreement, words and expressions shall have the same meanings as are respectively assigned to them in the Conditions of Contract hereinafter referred to.

2. The following documents as required by the 2016 revised Implementing Rules and Regulations of Republic Act No. 9184 shall be deemed to form and be read and construed as part of this Agreement, viz.:

a. Philippine Bidding Documents (PBDs); i. Drawings/Plans; ii. Specifications; iii. Bill of Quantities; iv. General and Special Conditions of Contract; v. Supplemental or Bid Bulletins, if any;

b. Winning bidder's bid, including the Eligibility requirements, Technical and Financial Proposals, and all other documents or statements submitted;

Bid form, including all the documents/statements contained in the Bidder's bidding envelopes, as annexes, and all other documents submitted (e.g., Bidder's response to request for clarifications on the bid), including corrections to the bid, if any, resulting from the Procuring Entity's bid evaluation;

c. Performance Security;

d. Notice of Award of Contract and the Bidder's conforme thereto; and

e. Other contract documents that may be required by existing laws and/or the Procuring Entity concerned in the PBDs. Winning bidder agrees that additional contract documents or information prescribed by the GPPB that are subsequently required for submission after the contract execution, such as the Notice to Proceed, Variation Orders, and Warranty Security, shall likewise form part of the Contract.

83

3. In consideration for the sum of [total contract price in words and figures] or such other sums as may be ascertained, [Named of the bidder] agrees to [state the object of the contract] in accordance with his/her/its Bid.

4. The [Name of the procuring entity] agrees to pay the above-mentioned sum in accordance with the terms of the Bidding.

IN WITNESS whereof the parties thereto have caused this Agreement to be executed the day and year first before written.

[Insert Name and Signature] [Insert Signatory's Legal Capacity]

for: [Insert Procuring Entity]

[Insert Name and Signature] [Insert Signatory's Legal Capacity]

for: [Insert Name of Supplier]

Acknowledgment [Format shall be based on the latest Rules on Notarial Practice]

84

Bid Form for the Procurement of Infrastructure Projects (shall be submitted with the BidJ

BID FORM Date :

Project Identification No. :

To: [name and address of Procuring Entity]

Having examined the Philippine Bidding Documents (PBDs) including the Supplemental or Bid Bulletin Numbers [insert numbers], the receipt of which is hereby duly acknowledged, we, the undersigned, declare that:

a. We have no reservation to the PBDs, including the Supplemental or Bid Bulletins, for the Procurement Project: [insert name of contract];

b. We offer to execute the Works for this Contract in accordance with the PBDs;

c. The total price of our Bid in words and figures, excluding any discounts offered below is: [insert information];

d. The discounts offered and the methodology for their application are: [insert information];

e. The total bid price includes the cost of all taxes, such as, but not limited to: [specify the applicable taxes, e.g. (i) value added tax (VAT), (ii) income tax, (iii) local taxes, and (iv) other fiscal levies and duties], which are itemized herein and reflected in the detailed estimates,

f. Our Bid shall be valid within the a period stated in the PBDs, and it shall remain binding upon us at any time before the expiration of that period;

g. If our Bid is accepted, we commit to obtain a Performance Security in the amount of [insert percentage amount] percent of the Contract Price for the due performance of the Contract, or a Performance Securing Declaration in lieu of the the allowable forms of Performance Security, subject to the terms and conditions of issued GPPB guidelines1 for this purpose;

h. We are not participating, as Bidders, in more than one Bid in this bidding process, other than alternative offers in accordance with the Bidding Documents;

i. We understand that this Bid, together with your written acceptance thereof included in your notification of award, shall constitute a binding contract between us, until a formal Contract is prepared and executed; and

1 currently based on GPPB Resolution No. 09-2020

85

J. We understand that you are not bound to accept the Lowest Calculated Bid or any other Bid that you may receive.

k. We likewise certify/confirm that the undersigned, is the duly authorized representative of the bidder, and granted full power and authority to do, execute and perform any and all acts necessary to participate, submit the bid, and to sign and execute the ensuing contract for the [Name of Project] of the [Name of the Procuring Entity].

I. We acknowledge that failure to sign each and every page of this Bid Form, including the Bill of Quantities, shall be a ground for the rejection of our bid.

Name: Legal Capacity: Signature: Duly authorized to sign the Bid for and behalf of: Date:

86

.Republic of the Philippines

"Government Procurem'ent Policy poar