iom-unicef / multi-purpose center · contractors shall verify dimensions before any job ... the...

Scale

DateDrawn ByChecked By

Project Number

@A1

NOT FOR CONSTRUCTION

Client:

Project:

INTERNATIONAL ORGANIZATION FOR MIGRATION (IOM) © Copyright 2015 All rights reserved

ARCHITECT:

ED PURAPROFESSIONAL ARCHITECT

PRC REG No.

0013424

PTR No.

6767028

Place of Issue: Caloocan City

Date of Issue: Jan 6, 2015

OWNER:

MARCO BOASSOCHIEF OF MISSION, IOM PHILIPPINES

DIRECTOR, MANILA (GLOBAL) ADMINISTRATIVE CENTRE

APPROVED FOR IMPLEMENTATION

ISSUED FOR BIDDING 24 SEPT. 2015IFB

A000

COVER SHEET

IOM - UNICEF

Multi-Purpose Center,Brgy Campesao,Borongan City

[email protected]@IOM.INTSEPTEMBER 2015

EPRU 002-2015

CIRCUMFERENTIAL ROAD, BRGY CAMPESAO, BORONGAN CITY

ISSUED FOR BIDDING

IOM-UNICEF / MULTI-PURPOSE CENTER

EXTERNAL PERSPECTIVE VIEW - ARTIST'S IMPRESSION ONLY: DOES NOT FORM PART OF THE CONTRACT

ARCHITECTURAL DRAWING REGISTERSHEET No. SHEET NAME REV. No.

A000 COVER SHEETA001 GENERAL NOTES AND LEGENDSA005 LOCATION PLANA010 EXISTING SITE DEVELOPMENT PLANA011 PROPOSED SITE DEVELOPMENT PLANA101 FLOOR PLAN - GROUND LEVELA102 FLOOR PLAN - LEVEL 02A103 ROOF PLANA201 EXTERNAL ELEVATIONS - SHEET 01A202 EXTERNAL ELEVATIONS - SHEET 02A301 SECTIONSA350 PLAN DETAILSA401 SECTION DETAILSA450 STAIR DETAILA451 RAMP / STEP DETAILA452 BALUSTRADE / HANDRAIL DETAILA460 WET AREA DETAIL - SHEET 01A461 WET AREA DETAIL - SHEET 02A501 INTERNAL ELEVATIONS - GROUND LEVELA502 INTERNAL ELEVATIONS - LEVEL 02A601 REFLECTED CEILING PLAN - GROUND LEVELA602 REFLECTED CEILING PLAN - LEVEL 02A701 ARCHITECTURAL DETAILA801 DOOR SCHEDULEA802 WINDOW SCHEDULEA850 FITTINGS, FIXTURES AND EQUIPMENT SCHEDULES



24 SEPTEMBER 2015

No. Description Date

1iW1

WALL TYPE 0125mm THK RENDER FINISH150mm THK CHB25mm THK RENDER FINISHSELECTED PAINT FINISH BOTH SIDES

200

1iW2

1iW3

WALL TYPE 0225mm THK RENDER FINISH100mm THK CHB25mm THK RENDER FINISHSELECTED PAINT FINISH BOTH SIDES

WALL TYPE 0325mm THK RENDER FINISH100mm THK CHBSELECTED PAINT FINISH RENDER SIDE ONLY

150

125

GENERAL NOTE:CHB WALLS TO BE REINFORCED VERTICALLYAND HORIZONTALLY AND BACKFILLED WITHGROUT TO STRUCTURAL ENGRS SPEC.

1iW4

WALL TYPE 04100mm NON-STRUCTURAL REINFORCEDCONCRETE TO ENGR. SPEC., POUR TO FINISH

1iW5

WALL TYPE 05150mm NON-STRUCTURAL REINFORCEDCONCRETE TO ENGR. SPEC., POUR TO FINISH

100

150

101

REFER TO SHEET A801 FOR DOOR SCHEDULE

D1-01

FLR LVL DOOR No.

REFER TO SHEET A802 FOR WINDOW SCHEDULE

FLR LVL WINDOW No.

1tW1-01

REFER TO SHEET A850 FOR FITTINGS / FIXTURES SCHEDULE

22XXX

CODE

REFER THIS SHEET FOR MATERIALS / FINISHES SCHEDULE

CODE

?XX-XX

Scale


Project Number

@A1


Client:

Project:


ARCHITECT:


PRC REG No.

0013424

PTR No.

6767028



OWNER:





As indicated

A001

GENERAL NOTESAND LEGENDS

IOM - UNICEF



EPRU 002-2015

PROJECT NOTES

ALL DIMENSIONS ARE IN MILLIMETERS, UNLESS NOTEDOTHERWISE

ALL WALL SETOUTS ARE DIMENSIONED TO THE CENTRELINEOF WALL, UNLESS NOTED OTHERWISE

CONTRACTORS SHALL VERIFY DIMENSIONS BEFORE ANY JOBCOMMENCES. ANY AND ALL DISCREPENCIES TO BE REPORTEDTO THE ARCHITECT FOR CLARIFICATION

ANY CHANGES PROPOSED BY THE CONTRACTOR SHALL BEDOCUMENTED AND FORWARD TO THE ARCHITECT FORREVIEW AND APPROVAL PRIOR TO PLACING PURCHASEORDERS AND COMMENCMENT OF PROPOSED WORK ON SITE

SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECTFOR REVIEW AND APPROVAL PRIOR TO MANUFACTURE ANDSHALL BE SUBMITTED SUFFICIENTLY IN ADVANCE OF FIELDREQUIREMENTS TO ALLOW AMPLE TIME FOR CHECKING

PROTOTYPES SHALL BE FABRICATED AS SPECIFIED ANDSUBMITTED TO THE ARCHITECT FOR APPROVAL PRIOR TOCOMMENCEMENT OF WORK ON SITE AND SHALL BESUBMITTED SUFFICIENTLY IN ADVANCE OF FIELDREQUIREMENTS TO ALLOW AMPLE TIME FOR CHECKING

ALL WORKS TO BE STRICTLY IN ACCORDANCE WITH THENATIONAL BUILDING CODE OF THE PHILIPPINES

ALL WET AREAS ARE TO BE WATERPROOF IN ACCORDANCEWITH NATIONAL STANDARDS

ALL STEPS, RAMPS AND LANDINGS ARE TO BE NON SKID FINISHIN ACCORDANCE WITH NATIONAL STANDARDS

ALL PWD SIGNAGE, CIRCULATION, GRAB RAILS AND AMENITIESTO BE SET OUT IN ACCORDANCE WITH THE ACCESSIBILITY LAW(BATAS PAMBANSA BILANG 344)

DOORWAYS WITHIN 1200mm OF THE SANITARY COMPARTMENTMUST BE REMOVABLE FROM THE OUTSIDE

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSUREALL MATERIALS / FINISHES ARE FIT-FOR-PURPOSE, THECONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTINGNECESSARY ON SITE PREPARATION TO INSTALL SPECIFIEDMATERIALS / FINISHES IN ACCORDANCE WITH MANUFACTURERRECOMMENDATION

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSUREALL FITTINGS AND FIXTURES ARE FIT-FOR-PURPOSE, THECONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THOSEPORTIONS OF THE FITTING / FIXTURE WHICH ARE NOTPROVIDED WITH THE FITTINGS / FIXTURE BUT ARE REQUIREDFOR THE COMPLETE INSTALLATION ON SITE

READ ALL ARCHITECTURAL DRAWINGS IN CONJUNCTION WITHTHE LEGENDS AND NOTES ON THE SHEET AND THEARCHITECTURAL WORKS TECHNICAL SPECIFICATION

READ ALL ARCHITECTURAL DRAWINGS IN CONJUNCTION WITHSTRUCTURAL ENGINEER'S DOCUMENTATION

READ ALL ARCHITECTURAL DRAWINGS IN CONJUNCTION WITHSANITARY / PLUMBING ENGINEER'S DOCUMENTATION

READ ALL ARCHITECTURAL DRAWINGS IN CONJUNCTION WITHLIGHTING / ELECTRICAL ENGINEER'S DOCUMENTATION

SUPPLY AND INSTALL PORTABLE FIRE EXTINGUISHERS INACCORDANCE WITH RA 9514 - FIRE CODE OF THE PHILIPPINES2008

IN RESPECT OF THE MOVEMENT OF THE CONTRACTOR'SVEHICLES AND EARTHMOVING EQUIPMENT, MAINTAIN SAFETYAND SECURITY OF GENERAL PUBLIC AT ALL TIMES ANDPROVIDE FULL SUPERVISION

IN RESPECT TO CONTRACTORS SITE SHEDS AND/ORACCOMODATION ON SITE (INCL. TEMPORARY CANTEEN ANDTOILETS), IT IS THE RESPONSIBILITY OF THE CONTRACTOR TOSECURE ALL RELEVANT PERMITS AND LICENSES TO MEET LGUREQUIREMENT

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO SECUREALL BUILDING PERMITS PRIOR TO COMMENCEMENT OF WORKON SITE, INCLUSIVE OF ALL ASSOCIATED COSTS TO MEET LGUREQUIREMENT.

THE CONTRACTOR WILL BE RESPONSIBLE FOR THECOORDINATION OF WORK AMONG THE VARIOUS TRADES ASNECCESARY TO AVOID CONFLICTS AND TO ENSURE THEINSTALLATION OF ALL WORKS WITHIN THE AVAILABLE SPACE

GENERAL LEGEND

AFFL ABOVE FINISHED FLOOR LINEAP ACCESS PANELCB CATCH BASINCGI CORRUGATED IRON SHEETINGCH CEILING HEIGHTCHB CONCRETE HOLLOW BLOCKCL CENTERLINECLR CLEARCOL COLUMNCONC CONCRETECOS CHECK ON SITECR COMFORT ROOMCTR CENTERD DEPTHDET DETAILDIA DIAMETERDP DOWNPIPE / DRAINPIPEDWG DRAWINGELEC ELECTRICALELEV ELEVATIONENGR ENGINEEREQ EQUALEXT EXTERIOR / EXTERNALEXTG EXISTINGF/H FULL HEIGHTFFL FINISHED FLOOR LINEFIN FINISHFLR FLOORFW FLOOR WASTEGI GALVANISED IRONGR GRAB RAILGRND GROUNDH HEIGHTH'BASIN HANDWASH BASINHMR HIGH MOISTURE RESISTANTHOR HORIZONTALINT INTERIOR / INTERNALKDHW KILN DRIED HARDWOODL LENGTHLVL LEVELm METERmm MILLIMETERNo. NUMBEROC ON CENTERP/B LIGHTING PANEL BOARDPWD PERSONS WITH DISABILITYQTY QUANTITYR RADIUSRC REINFORCED CONCRETEREM REMAINDERRH ROOF HEIGHTSPEC. SPECIFICATIONSS STAINLESS STEELSTD STANDARDTBA TO BE ADVISEDTHK THICKTYP TYPICALUR WALL HUNG URINALVAR VARIABLEVERT VERTICALW WIDTHW/ WITHWC WATER CLOSETUNO UNLESS NOTED OTHERWISEU/S UNDERSIDE& AND

WALL TYPE LEGEND

MATERIALS / FINISHES SCHEDULE

CODE DESCRIPTION SPECIFICATION COMMENTS

DF-01 DOOR FINISH TYPE 01 EXTERNAL GRADE WATER-BASED ACRYLIC PAINT SYSTEM SUITABLE FORAPPLICATION ON TIMBER SUBSTRATE. COLOUR: TBA. FINISH: SEMI-GLOSS.MANUFACTURER: BOYSEN OR DAVIES - OR SIMILAR EQUIVALENT

PREPARE SURFACES AND APPLY PAINT SYSTEM IN ACCORDANCE WITH MANUFACTURERRECOMMENDATION

DF-02 DOOR FINISH TYPE 02 EXTERNAL GRADE WATER-BASED ACRYLIC PAINT SYSTEM SUITABLE FORAPPLICATION ON TIMBER SUBSTRATE. COLOUR TO MATCH WF-02. FINISH:SEMI-GLOSS. MANUFACTURER: BOYSEN OR DAVIES - OR SIMILAR EQUIVALENT


DF-03 DOOR FINISH TYPE 03 EXTERNAL GRADE WATER-BASED ACRYLIC PAINT SYSTEM SUITABLE FORAPPLICATION ON TIMBER SUBSTRATE. COLOUR: TBA. FINISH: SEMI-GLOSS.MANUFACTURER: BOYSEN OR DAVIES - OR SIMILAR EQUIVALENT


FF-01 FLOOR FINISH TYPE 01 POUR TO FINISH CONCRETE WITH BROOM FINISH TO A UNIFORM TEXTURE FORNON-SKID. EXPOSED CONCRETE EDGES TO BE FREE FROM ALL IMPERFECTIONS.AFTER STRIPPING FORMWORK, RUB DOWN EXPOSED SLAB EDGES TO REMOVELOOSE MATERIAL AND EXPOSE ANY HOLES. FILL HOLES WITH MORTAR MIX ANDFINISH FLUSH. APPLY TOP COAT OF CLEAR MATT PENETRATIVE SEALER

GENERALLY TO RAMP AND LANDINGS - DETAIL W/ 5mm GROOVES SET OUT AT 150mm CENTRES

FF-02 FLOOR FINISH TYPE 02 POUR TO FINISH CONCRETE WITH MACHINE FLOATED FINISH TO A UNIFORMSMOOTH TEXTURE. STEEL TROWEL BY HAND IN LOCATIONS INACCESSIBLE TOTHE MACHINE FLOAT. EXPOSED CONCRETE EDGES TO BE FREE FROM ALLIMPERFECTIONS. AFTER STRIPPING FORMWORK, RUB DOWN EXPOSED SLABEDGES TO REMOVE LOOSE MATERIAL AND EXPOSE ANY HOLES. FILL HOLES WITHMORTAR MIX AND FINISH FLUSH. APPLY TOP COAT OF CLEAR MATT PENETRATIVESEALER

GENERALLY TO FLOOR SLABS, EDGE BEAMS, STEPS AND STAIRS

FF-03 FLOOR FINISH TYPE 03 VITRIFIED PORCELAIN FLOOR TILE WITH COLOUR THROUGH BISCUIT. 400mm X400mm X 12mm THICKNESS. COLOUR: WHITE (TO MATCH WF-06). FINISH: MATT(NON-SKID). MANUFACTURER: MARIWASA INC. - OR SIMILAR EQUIVALENT

USE STAINLESS STEEL TRIM (LINISHED FINISH) AT ALL EXTERNAL EDGES. USE ANTI-BACTERIAL GROUT INCOLOUR: GREY

MF-01 METAL FINISH TYPE 01 EXTERNAL GRADE ENAMEL PAINT SYSTEM SUITABLE FOR APPLICATION ON METALSUBSTRATE. COLOUR: TBA. FINISH: GLOSS.

GENERALLY TO BALUSTRADE AND CONTINUOUS HANDRAIL. PREPARE SURFACES AND APPLY PAINTSYSTEM IN ACCORDANCE WITH MANUFACTURER RECOMMENDATION

MF-02 METAL FINISH TYPE 02 EXTERNAL GRADE ENAMEL PAINT SYSTEM SUITABLE FOR APPLICATION ON METALSUBSTRATE. COLOUR: TBA. FINISH: GLOSS.

GENERALLY TO METAL WINDOW. PREPARE SURFACES AND APPLY PAINT SYSTEM IN ACCORDANCE WITHMANUFACTURER RECOMMENDATION

RF-01 ROOF FINISH TYPE 01 STEELWORLD / DURAROOF GALVANISED STEEL ROOF SHEETING. THICKNESS0.5mm. PROFILE: INVERTED BOX RIB (IBR). PRE-PAINTED FACTORY FINISH(COLOUR: TBA) WITH ACCESSORIES INCLUDING RIDGE ROLL AND FLASHING INMATCHING FINISH - OR SIMILAR EQUIVALENT PRODUCT

INSTALL SHEETING WITH MINIMUM OVERLAP OF TWO (2) CORRUGATIONS TO STRENGTHEN JOINTS ANDUSE RUBBER WASHERS OR SILICONE ON ROOF FIXINGS. CONTRACTOR MUST ALLOW FOR ADDITIONALFIXINGS AT ROOF EDGES TO ENSURE ROOF SHEETING REMAINS SECURE IN WIND SPEEDS UPTO 300KM/HOUR. PROPRIETARY WIRE MESH, MINIMUM 3mm GAUGE AND SIZED AT 2" WEAVE, INSTALLEDBENEATH ROOF SHEETING (BETWEEN TRUSS AND PURLINS) TO PROVIDE REINFORCING AND ADDITIONALPROTECTION FROM FLYING DEBRIS.

WF-01 WALL FINISH TYPE 01 POUR TO FINISH CONCRETE WITH UNIFORM SMOOTH TEXTURE. VISIBLE SURFACETO BE FREE FROM ALL IMPERFECTIONS. AFTER STRIPPING FORMWORK, RUBDOWN EXPOSED SLAB EDGES TO REMOVE LOOSE MATERIAL AND EXPOSE ANYHOLES. FILL HOLES WITH MORTAR MIX AND FINISH FLUSH. APPLY TOP COAT OFCLEAR MATT PENETRATIVE SEALER

GENERALLY TO EXPOSED SLAB EDGES, EDGE BEAMS, AND RC WALLS

WF-02 WALL FINISH TYPE 02 EXTERNAL GRADE WATER-BASED ACRYLIC PAINT SYSTEM FOR APPLICATION ONRENDER OR CONCRETE SUBSTRATE. COLOUR: TBA. FINISH: FLAT.MANUFACTURER: BOYSEN OR DAVIES - OR SIMILAR EQUIVALENT


WF-03 WALL FINISH TYPE 03 INTERNAL GRADE WATER-BASED ACRYLIC PAINT SYSTEM FOR APPLICATION ONRENDER SUBSTRATE. COLOUR: TBA. FINISH: FLAT. MANUFACTURER: BOYSEN ORDAVIES - OR SIMILAR EQUIVALENT


WF-04 WALL FINISH TYPE 04 INTERNAL GRADE WATER-BASED ACRYLIC PAINT SYSTEM FOR APPLICATION ONRENDER SUBSTRATE. COLOUR: TBA. FINISH: SEMI-GLOSS. MANUFACTURER:BOYSEN OR DAVIES - OR SIMILAR EQUIVALENT


WF-05 WALL FINISH TYPE 05 INTERNAL GRADE WATER-BASED ACRYLIC PAINT SYSTEM FOR APPLICATION ONRENDER SUBSTRATE. COLOUR: TBA. FINISH: SEMI-GLOSS. MANUFACTURER:BOYSEN OR DAVIES - OR SIMILAR EQUIVALENT


WF-06 WALL FINISH TYPE 06 VITRIFIED PORCELAIN WALL TILE WITH COLOUR THROUGH BISCUIT. 200mm X200mm X 8mm THICKNESS. COLOUR: WHITE (TO MATCH FF-03). FINISH: MATT.MANUFACTURER: MARIWASA INC. - OR SIMILAR EQUIVALENT

USE S/S TRIM AT ALL EXTERNAL EDGES. USE ANTI-BACTERIAL GROUT IN COLOUR: GREY

SET OUT POINT

DOOR TYPE LEGEND

WINDOW TYPE LEGEND

FITTINGS / FIXTURES LEGEND

MATERIALS / FINISHES LEGEND

MATERIALS / FINISHES SCHEDULE MUST BE READ IN CONJUNCTION WITH TECHNICAL SPECIFICATION FOR ARCHITECTURAL WORKS.

THE CONTRACTOR MUST SUBMIT SAMPLES OF EACH FINISH TO THE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO PLACING PURCHASE ORDER. SAMPLES SHALL BE SUBMITTED SUFFICIENTLYIN ADVANCE OF FIELD REQUIREMENTS TO ALLOW AMPLE TIME FOR CHECKING. THE CONTRACTOR SHALL PREPARE AN ON-SITE SAMPLE PANEL, NO LESS THAN 1m X 1m, FOR ALL CONCRETEFINISHES (FF-01, FF-02, WF-02) AND ALL TILE FINISHES (FF-03, WF-06) TO BE PRESENTED TO THE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO CONTINUATION OF COMPLETE WORKS ON SITE


Scale


Project Number

@A1


Client:

Project:


ARCHITECT:


PRC REG No.

0013424

PTR No.

6767028



OWNER:





A005

LOCATION PLAN

IOM - UNICEF



EPRU 002-2015

N SITE LOCATION: Lot 4 subdivision of Lot 2219Circumferential Road, Brgy. Campesao, Borongan City

DOST (PROJECT NOAH) MULTI-HAZARD MAP INDICATES LOW RISK OF HYDRO-METEOROLOGICAL HAZARDS BING STREET MAP INDICATES SITE IS IN CLOSE PROXIMITY TO EXISTING CORE SERVICES AND FACILITIES


T1

T2

BoreholeBorehole

Corner

PS

Corner

Corner

Corner

49 59

49 59

49 43

49 39

49 50

48 67

49 12

49 20

49 17

48 66

49 0749 33

49 09

49 6249 27

49 24

49 26

49 16

49 33

48 92

49 19

48 91

49 51

49 7949 58

48 85

48 87

49 18

48 9750 01

49 87

50 07

50 32

49 63

49 70

49 62

49 53

49 57

49 4749 28 49 07

48 9448 94

49 1549 39

49 5049 55

49 69

49 74

49 74

49 71

49 76

49 6249 54

49 6049 64

49 80

49 82

49 81

49 70

49 60

49 48

49 45

49 40

49 35

49 3249 31

50 15

49 41

49 66

50 00

48.8

49

49

49

49

49

49.2

49.2

49.2

49.2

49.2

49.2

49.4

49.4

49.4

49.4

49.4

49.4

49.6

49.6

49.6

49.6

49.6

49.6

49.6

49.8

49.8

49.8

49.8

49.8

50

50

50.2

B

B

LOT

BOU

ND

ARY

PROPOSEDFIRE STATION

LOT

BOU

ND

ARY

C I R

CU

M F E

R E

N T

I A L

R O

A D

PRIVATE LOTLOT BOUNDARY

(UNDER CONSTRUCTION)

PRIVATE LOT

FENC

E

EXISTING VEHICLE ACCESS

FENC

E

TEMPORARY SITE SHED(FIRE STATION CONSTRUCTION CONTRACTOR)

REFER DENR PLAN OF LAND

LOT 1 OF LOT 2216

TIMBER STAKE DEMARCATESPROPOSED SITE BOUNDARY



(DEPARTMENT OF AGRICULTURE)

TEMPORARYGREENHOUSE

LOT

BOU

ND

ARY

Scale


Project Number

@A1


Client:

Project:


ARCHITECT:


PRC REG No.

0013424

PTR No.

6767028



OWNER:





1 : 250

A010

EXISTING SITEPLAN

IOM - UNICEF



EPRU 002-2015

N


T1

Borehole

Corner

Corner

Corner

Corner

49 43

39

48 67

49 12

49 20

49 17

48 66

49 0749 33

49 09

49 6249 27

49 24

49 26

49 16

49 33

48 92

49 19

48 91

49 51

49 7949 58

48 85

48 87

49 18

48 9750 01

49 87

50 07

50 32

49 63

49 70

49 62

49 28 49 07

48 9448 94

49 1549 39

49

49 71

49 76

49 6249 54

49 6049 64

49 80

49 82

49 35

49 3249 31

50

49 41

50 00

48.8

49

49

49

49

49

49.2

49.2

49.2

49.2

49.2

49.2

49.4

49.4

49.4

49.4

49.4

49.4

49.6

49.6

49.6

49.6

49.6

49.6

49.6

49.8

49.8

49.8

49.8

49.8

50

50

50.2

LOT

BOU

ND

ARY

PROPOSEDFIRE STATION

LOT

BOU

ND

ARY

C I R

CU

M F E

R E

N T

I A L

R O

A D

PRIVATE LOTLOT BOUNDARY

LOT

BOU

ND

ARY

(UNDER CONSTRUCTION)

PRIVATE LOT

FENC

E

EXISTING VEHICLE ACCESS

FENC

E

TEMPORARY SITE SHED(FIRE STATION CONSTRUCTION CONTRACTOR)

REFER DENR PLAN OF LAND

LOT 1 OF LOT 2216




(DEPARTMENT OF AGRICULTURE)

TEMPORARYGREENHOUSE

SEPTIC TANKIN GROUND

WATER TANKIN GROUND

MAINENTRY

OUTDOOR TAP

COS

6000

CO

S

1200

MIN. 15000

REFER TO ENGINEERING DRAWINGS FOR PROPOSED SITE DRAINAGE AND UTILITIES CONNECTION

CONCRETE PEDESTAL FOR ELECTRICITY METER BYCONTRACTOR. FINAL LOCATION TO BE CONFIRMEDON SITE WITH CITY ENGINEERING DEPARTMENT ANDIN COORDINATION WITH ESAMELCO POST LOCATION

Scale


Project Number

@A1


Client:

Project:


ARCHITECT:


PRC REG No.

0013424

PTR No.

6767028



OWNER:





1 : 250

A011

PROPOSED SITEPLAN

IOM - UNICEF



EPRU 002-2015


N

A B C D E F

1

2

3

4

5

6

7

2000 4500 4500 4500 4500

2000

4500

4500

4500

4500

2000

2200

0

0MAINENTRY

STORE

MALE CR FEMALE CR

+500

+900

A201

1

A2012

A201

3

A201 4

1A301

3A301

A4501

A4601

-600

0

SHED

LIN

E O

F LA

ND

ING

ABO

VE

LIN

E O

F R

AMP

ABO

VE

LINE O

F RAMP ABOVE

10

10'

8

8'

911

11'

2000

2000

2000

45.0

0°

6000

- R

AMP

200

LAN

DIN

G

MIN

. 150

0

1:12

RAM

P1:

12 R

AMP

1:12 RAMP

1:12 RAMP

OPENING2600

OPE

NIN

G

2600

OPE

NIN

G

2600

OPENING

2600

OPENING

2600

250

A202

1

A202

2A202

3

A202

4

A501

3

2

1

4

20002000

CO

NC

. SEA

T

A7011

A4611

C' D'

3'

4'

I''

I'H'

H''

K'

K"J''

J'

3000

EQ

EQ

5000

CL

3000

WETAREA

2000

STAIR

LANDING

LANDING

0

I

H

J

K

3000

5000

5000

W1

W3 W2W2 W3

W1

W1

W1

W1

W1

W1

W1

W1

W4

W3

W2W2

W2

W2 W2

W1W1

W1

W1

W2

W1

W3

W2

D1-01

OPENING

2000

D1-04

D1-03

D1-02

W1-02

W1-01

W1-03

3000 3000 3000

3000

3000

3000

EQEQ

EQEQ

1925EQEQEQEQ

125

D1-06

D1-05

D1-07

D1-08 D1-09 D1-10 D1-11 D1-12 D1-13 D1-14

2A301

A3502

A3501

A7013

NOTICEBOARD

MIN

600

MIN600

2600

A3503

4A301

175175

FF-02

FF-02

FF-02

GROUND LEVEL HALL

FF-02

FF-02

FF-02

FF-02

FF-01

FF-01

FF-01

FF-01

700

A3504A801

2

1300

175

CO

NC

. LO

UVE

RSCONC. LOUVERS

200

1600EQ

EQ

CB

CBCB

CB DP

DP DP

DP

375

OPENING

2400

OPENING

2400

W1-05W1-04

OPE

NIN

G

4050

250

1750 1750

FF-03FF-03

BUILDING SIGNAGE BY OTHERS

1

2

3

3

2

1

4

BALUSTRADE AND CONTINUOUSHANDRAIL TO TYPICAL DETAIL

A3505

A4524

OPE

NIN

G

4050

6000

- R

AMP

4800 - RAMP

100mm THK CONCRETE SLAB ONGROUND, REINFORCED TOSTRUCTURAL ENGRS SPEC.

1975

350 350

GENERAL NOTE:

ALL LANDINGS TO BE EXECUTED WITH MINIMUM 1:100FALL AWAY FROM BUILDING

LEGEND:

PORTABLE FIRE EXTINGUISHERTHE CONTRACTOR WILL SUPPLY ANDINSTALL IN ACCORDANCE WITH RA 9514 -FIRE CODE OF THE PHILIPPINES

1:100 FALL

FF-01

RO

LLER

SH

UTT

ER

RO

LLER

SH

UTT

ER

1:10

0 FA

LL

PLUMBING CAVITY PLUMBING CAVITY


1525

OUTDOOR TAP

01

2

3

2000

1500 1500

1500

1500

Scale


Project Number

@A1


Client:

Project:


ARCHITECT:


PRC REG No.

0013424

PTR No.

6767028



OWNER:





1 : 100

A101

FLOOR PLAN -GROUND LEVEL

IOM - UNICEF



EPRU 002-2015


N

A B C D E F G

1

2

3

4

5

6

7

EXTERNALBALCONY

+900

+1400

+1800

+2300

+2700

+3200

2000 4500 4500 4500 4500 2000

22000

2200

0

2000

4500

4500

4500

4500

2000

A201

1

A2012

A201

3

A201 4

1A301

3A301

10

10'

2000

8

8'

2000

45.0

0°

911

11'

2000

OPENING2600

1:12 RAMP

1:12 RAMP

1:12 R

AMP

1:12

RAM

P

1:12 RAMP

1:12 RAMP

OPENING26

00

OPE

NIN

G

2600

OPE

NIN

G

2600

OPENING

2600

OPENING

2600

OPENING26

00

OPE

NIN

G

2600

OPE

NIN

G

2600

A202

1

A202

2A202

3

A202

4

A502

1

2

3

4

250

OPE

NIN

G

4050

OPENING

2000

CONTINUOUS HANDRAIL EXTENDSBEYOND RAMP AND RETURNS TOFLOOR, REFER TYPICAL DETAIL


OPENING

4050 250

OPENING4050

OPE

NIN

G

4050

250

OPENING40

50

1225

OPENING4050 1225

C' D'

3'

4'

I''

I'H'

H''

K'

K"J''

J'

3000

5000

EQ

EQ

EQ

OPENING

2600

EQ

3000

EQ

EQ

EQ

EQ

OPENING

2600

OPENING

2600

LANDING

LANDING

LANDING

LANDING

LANDING

+1600LANDING

I

H

J

K

W1

W1

W1

W1

W1

W1

W1

W1

W1

W1

W1

W1

W1

W1 W1

W2W2

DWARF WALL900mm AFFL W/TYPICAL HANDRAIL

DWARF WALL 900mm AFFLW/ TYPICAL HANDRAIL

D2-01

W2-01

W2-07

W2-05

W2-04

5000

EQ EQ EQ EQ

3000 3000 3000

3000

3000

3000

EQEQ

EQEQ

EQEQ

EQEQ

5000

3000

EQEQ EQ EQ

3000

5000

W2-02

2A301

4A301

FF-01FF-01

FF-01

FF-01

FF-01

FF-01

FF-01FF-01

FF-02

FF-02

FF-02

LEVEL 02 HALL

250

OPENING

4050

W2-06

DWARF WALL 900mm AFFLW/ TYPICAL HANDRAILDP

DP DP

DP

A8012

1225

400

A3507

4800 - RAMP

6000 - RAMP

4800

- RAMP

6000

- R

AMP

4800 - RAMP

6000 - RAMP

1:100 FALL

RO

LLER

SH

UTT

ER

RO

LLER

SH

UTT

ER

ROLLER SHUTTER

ROLLER SHUTTER

ROLLER SHUTTER

ROLLER SHUTTER

ROLLER SHUTTER

1:10

0 FA

LL

1:10

0 FA

LL

1:100 FALL

BUILD OUT NIB WALL TOCONCEAL PLUMBING

PLUMBING RISER

GENERAL NOTE:

ALL LANDINGS TO BE EXECUTED WITH MINIMUM 1:100FALL AWAY FROM BUILDING

LEGEND:

PORTABLE FIRE EXTINGUISHERTHE CONTRACTOR WILL SUPPLY ANDINSTALL IN ACCORDANCE WITH RA 9514 -FIRE CODE OF THE PHILIPPINES

D2-02

Scale


Project Number

@A1


Client:

Project:


ARCHITECT:


PRC REG No.

0013424

PTR No.

6767028



OWNER:





1 : 100

A102

FLOOR PLAN -LEVEL 02

IOM - UNICEF



EPRU 002-2015


N

A B C D E F G

1

2

3

4

5

6

7

22000

2200

0

A201

1

A2012

A201

3

A201 4

1A301

3A301

10

10'

8

8'

911

11'

A202

1

A202

2A202

3

A202

4

PAR

APET

WAL

L

CONCRETE GUTTER, REINFORCEDTO STRUCTURAL ENGRS SPEC.

C' D'

3'

4'

I''

I'H'

H''

K'

K"J''

J'

I

H

J

K

20001700

1700

1700

1700

1700

1700

1700

2A301

W4

W5

2000 4500 3000 1500 1500 3000 4500 2000

4500

3000

1500

1500

3000

4500

2000

GU

TTER

WAL

L SH

OW

N D

ASH

ED B

ELO

W R

OO

F

4A301

TANK

1:100 FALL

MINIMUM 1:100 GRADE TOPOINT OF DOWNSPOUT

GENERAL NOTE:

INSTALL WELDED WIRE MESH BENEATH ROOFSHEETING (BETWEEN TRUSS AND PURLINS) TOPROVIDE REINFORCING AND ADDITIONALPROTECTION FROM FLYING DEBRIS.

ALL MECHANICAL FIXINGS, SECONDARYFRAMING COMPONENTS, BRACING ANDANCHORS TO ROOF STRUCTURE TO BESECURED TO ENSURE ROOF IS RESILIENT TOWIND SPEEDS UP TO 300km/HOUR. INSTALLADDITIONAL TIES AND ANCHORAGES TOELEVATED WATER TANK TO ENSURE TANKREMAINS SECURE IN WIND SPEEDS UP TO300km/HOUR.

REFER TO STRUCTURAL ENGRS DRAWINGSAND SPEC. FOR ROOF FRAMING DETAILS.

ROOF HATCH

1:10 FALL

1:10

FAL

L

1:10 FALL

1:10

FAL

L

600

600

EQEQ

LIGHTENING ARRESTERMOUNTED TO PARAPET WALL,REFER ELECTRICAL ENGRDRAWING E01

RF-01

RF-01

RF-01

RF-01

RIDGE C

APPING

RIDGE C

APPING

RIDGE CAPPING

RIDGE CAPPING

EXTERNAL FLOODLIGHTMOUNTED TO BUILDING

Scale


Project Number

@A1


Client:

Project:


ARCHITECT:


PRC REG No.

0013424

PTR No.

6767028



OWNER:





1 : 100

A103

ROOF PLAN

IOM - UNICEF



EPRU 002-2015


N

ABCDEFG

3200

3200

1200

7600

C'D'

EQ

OPENING

2600EQ EQ

OPENING

2600EQ

TRUE ELEVATION

WF-02

WF-01

WF-01

WF-02WF-02 WF-02 WF-02

WF-02WF-02

WETAREA

LIGHTENING ARRESTER MOUNTED TO PARAPET,REFER ELECTRICAL ENGR DRAWING E01

100mm THK CONCRETE SLAB ON GROUND,REINFORCED TO STRUCTURAL ENGRS SPEC.

MONOLITHIC FINISH TO EDGE BEAMAND RC WALL BELOW RAMP / LANDING

MONOLITHIC FINISH TO EDGE BEAMAND RC WALL ABOVE ROOF SLAB

GRND FFLEL +47.60

LVL 02 FFLEL +50.80

ROOFEL +54.00

PARAPETEL +55.20

1234567

1200

3200

3200

7600

TRUE ELEVATION

3'4'

MAINENTRY

EQ

OPENING

2600 EQ EQ

OPENING

2600 EQ

D1-02

WF-01

WF-02

WF-02

WF-02 WF-02 WF-02 WF-02

WF-02WF-02 WF-02

WF-02

WF-01

WF-01

NATURAL GRADE LINE



OUTDOOR TAP

TA-3

A B C D E F G

1200

3200

3200

7600

C' D'

MAINENTRY

EQ

OPENING

2600 EQEQ

OPENING

2600 EQ

WF-02

WF-01

WF-01

WF-02

WF-02 WF-02

WF-02 WF-02WF-02WF-02

WF-02 WF-02

321

WF-02

WF-01

BUILDING SIGNAGE ANDDONOR VISIBILITY BOARDSUPPLY / INSTALL BY OTHERS

RAMP

1925

TRUE ELEVATION - GRD LEVEL ONLY

EXTERNAL FLOODLIGHTMOUNTED TO BUILDING

5500

CO

S

MONOLITHIC FINISH TO SLAB EDGE ANDRC WALL BELOW STRUCTURAL SLAB


STEPS

2000

321

GRND FFLEL +47.60

LVL 02 FFLEL +50.80

ROOFEL +54.00

PARAPETEL +55.20

1 2 3 4 5 6 7

1200

3200

3200

TRUE ELEVATION

3' 4'

EQ

OPENING

2600 EQ EQ

OPENING

2600 EQ

D1-05

D1-04

DP

WF-01

WF-02

WF-02 WF-02WF-02WF-02

WF-02WF-02 WF-02WF-02 WF-02

WF-01

WF-01

SELECTED PAINT FINISH ALLDOWPIPES TO MATCH ADJACENTWALL / COLUMN FINISH

WETAREA

NATURAL GRADE LINE

7600

12

34

W1-03

MONOLITHIC FINISH TO SLABEDGE AND RC WALL BELOWSTRUCTURAL SLAB


Scale


Project Number

@A1


Client:

Project:


ARCHITECT:


PRC REG No.

0013424

PTR No.

6767028



OWNER:





1 : 100

A201

EXTERNALELEVATIONS -

SHEET 01

IOM - UNICEF



EPRU 002-2015

1 : 1001 ELEVATION 1 1 : 1002 ELEVATION 2



10 10'9

TRUE ELEVATION

1200

3200

3200

I''I'

OPENING

2600 EQEQ

I

7600

WF-01

WF-02

WF-02

WF-02

WF-02

WF-01



TERMINATE SLAB EDGE ON CORNER

GRND FFLEL +47.60

LVL 02 FFLEL +50.80

ROOFEL +54.00

PARAPETEL +55.20

8 8'1111'

1200

3200

3200

OPENING

2600

K' K"

EQ EQ

MAINENTRY

K

7600

NATURAL GRADE LINE

BUILDING SIGNAGEBY OTHERS

CONC. SEAT

WF-01

WF-02WF-02

D1-02

WF-02 WF-02



1010' 912

0032

0032

00

WALL FITTED WITH CONCRETE LOUVERSTO PROVIDE NATURAL VENTILATION TOGENSET ROOM IN ACCORDANCE WITHMECHANICAL ENGRS SPEC.

J''J'

200

OPENING

2600 200

J

7600

2000

WETAREA

WF-01

WF-02WF-02

WF-02 WF-02

WF-02

WF-02WF-02

WF-02



GRND FFLEL +47.60

LVL 02 FFLEL +50.80

ROOFEL +54.00

PARAPETEL +55.20

88' 11 11'

TRUE ELEVATION

1200

3200

3200

H' H''

OPENING

2600 EQEQ

WETAREA

H

7600

NATURAL GRADE LINE



100mm THK CONCRETE SLAB ON GROUND,REINFORCED TO STRUCTURAL ENGRS SPEC.

Scale


Project Number

@A1


Client:

Project:


ARCHITECT:


PRC REG No.

0013424

PTR No.

6767028



OWNER:





1 : 100

A202

EXTERNALELEVATIONS -

SHEET 02

IOM - UNICEF



EPRU 002-2015




A B C D E F G

1200

3200

3200

7600

A4011

C' D'

A4012

W5W4

D1-04

W2-01

W1-01

W5W4

W1

TRUSS FRAMING DETAILREFER STRUCTURAL ENGRDRAWING ST6 & ST11

1 2 3 4 5 6 7

1200

3200

3200

7600

2000

EQEQ

3' 4'

COMFORT ROOMSHED

W5

W1

W4

W1-04 W3

W3

W1

W1

W4W5

W1

W1-02

W2-02

CONCRETE LOUVRES IN WALL TOPROVIDE NATURAL VENTILATION TOGENSET ROOM IN ACCORDANCEWITH MECHANICAL ENGRS SPEC.

1600

1200W2

LANDINGA4015

STAIR / LOBBY

COL.COL.

COL.COL.


GRND FFLEL +47.60

LVL 02 FFLEL +50.80

ROOFEL +54.00

PARAPETEL +55.20

A B C D E F GC' D'

7600

1200

3200

3200

NATURAL GRADE LINE

A4013

A4014

W5W4

W2-04

W1-03

W4W5

W1

COL.COL.

COL.


D2-02

GRND FFLEL +47.60

LVL 02 FFLEL +50.80

ROOFEL +54.00

PARAPETEL +55.20

1 2 3 4 5 6 73' 4'

NATURAL GRADE LINE

1200

3200

3200

7600

NO

TIC

EBO

ARD

2000

COMFORT ROOM

W1-05

W5 W4W4

W5

W1D2-01

D1-01W3

W3

W2

COL.COL.

COL.COL.

W1

5500

MAIN ENTRYBEYOND

EXTERNAL BALCONYBEYOND

STAIR / LOBBY


D2-02

Scale


Project Number

@A1


Client:

Project:


ARCHITECT:


PRC REG No.

0013424

PTR No.

6767028



OWNER:





1 : 100

A301

SECTIONS

IOM - UNICEF



EPRU 002-2015

1 : 1001 SECTION 01

1 : 1003 SECTION 03

1 : 1002 SECTION 02

1 : 1004 SECTION 04


E

3

THIS DETAIL DOES NOT APPLY TO FREESTANDING C1 COLUMNS ON LEVEL 02

STRUCTURAL COLUMN C1 WITHADDITIONAL CONCRETE TORECONCILE THE ARCHITECTURALREQUIREMENT FOR SQUARE FORM.CONCRETE TO BE MONOLITHICALLYPOURED IN ACCORDANCE WITHSTRUCTURAL ENGRS DWGS & SPEC.

450

450

25

25

25mm THK RENDER W/SELECTED PAINT FINISH TOMATCH ADJACENT WALL FINISH

W3

W3 W2

W2

EQ EQ

225

225


25

F

3

8

I

THIS DETAIL DOES NOT APPLY TO COLUMNS ON INTERSECTION OF GRIDLINE F5 & E6



W1

W1

LINE OF BEAM TO

RAMP / LANDING / SLAB

LIN

E O

F BE

AM T

OR

AMP

/ LAN

DIN

G /

SLAB

400

350

100 100CL

175

225

350

EQEQ


25

25 25

200

200

100

100

CL

25

135.00°

EXTERNAL FACE OF WALL SITSFLUSH WITH FLOOR SLAB BELOW

EXTERNAL FINISHED FACE OF WALLSITS FLUSH WITH FLOOR SLAB BELOW

325

125

125

G

3

250

EQ EQ

EQEQ

400

W1

SELECTED PAINT FINISH TOMATCH ADJACENT WALL FINISH

STRUCTURAL COLUMN C3TO ENGRS DWGS & SPEC.

LIN

E O

F BE

AM T

OR

AMP

/ LAN

DIN

G

BEAM TO RAMP / LANDINGTO STRUCTURAL ENGRS SPEC.SMOOTH TROWELLED FINISH W/CLEAR MATT SEALER

50 200

75 125

EXTERNAL FINISHED FACEOF WALL SITS FLUSH WITHADJACENT COLUMN ANDFLOOR SLAB BELOW

INTERNAL EXTERNAL

SLAB TO RAMP / LANDINGTO STRUCTURAL ENGRS SPEC.BROOM FINISH FOR NON-SKID

G

5

CATCH BASIN AND DOWN PIPETO PLUMBING ENGRS SPEC.

STRUCTURAL COLUMN C3TO ENGRS DWGS & SPEC.

FINISH BEAM TO RAMP / LANDINGWITH CLEAR CONCRETE SEAL

LINE OF RAMP


ALIGN W/ FACEOF COLUMN

PIPE IN GROUND

200

200

400

25M

IN.

300

CONTINUOUS HANDRAIL EXTENDSBEYOND RAMP AND RETURNS TOFLOOR, REFER TYPICAL DETAIL

250

40 105 40

50

125 125

W1

W3

W3

400 COS

BUILD OUT NIB WALL(GROUND LEVEL ONLY)TO CONCEAL DOWN PIPE

45.00°

LINE O

F EXTERNAL BALC

ONY ABOVE

TERMINATE WALLAT CORNER

680

- CO

S

TRENCH DRAIN AND GRATE ATTHRESHOLD TO RAMP, PLUMBINGCONNECTION TO DOWNPIPE ANDCATCH BASIN BELOW

C

1

10'

LINE O

F BEAM TO

RAMP / LANDIN

G ABOVE

125

125

250

W4

W2SHEDWET AREA

125

125

250

COLUMN

400

200 200

ADDITIONAL NIB WALL

680 - COS

MONOLITHIC FINISH TOSTRUCTURAL COLUMN C3AND ADDITIONAL RC NIBWALL, REINFORCED TOENGRS DWGS & SPEC.

ADDITIONAL RC NIB WALLTERMINATE AT CORNER(GROUND LEVEL ONLY)

100mm THK CONCRETE SLAB ONGROUND, REINFORCED TOSTRUCTURAL ENGRS SPEC. ALIGN

F

45

THIS DETAIL IS TYPICAL TO ALL WINDOWS ON LEVEL 02

2A401

EXTERNAL FACE OF WALL TYPICALLYSITS FLUSH WITH FLOOR SLAB BELOW

25mm THK RENDER W/SELECTED PAINT FINISH TOMATCH ADJACENT WALL FINISH STRUCTURAL COLUMN C5

TO ENGRS DWGS & SPEC.

WINDOW PANEL TO TYPICALDETAIL REFER SCHEDULE ONSHEET A802


PACK OUT COLUMN AS REQUIRED TOALIGN FACE TO ADJACENT COLUMN

W1

W1

100

5

LINE OF ROLLER SHUTTER ABOVE

WINDOW JAMB AND ROLLERSHUTTER GUIDE RAILS TO BESECURELY FIXED TO COLUMN

25

50

LINE OF BEAM ABOVE

125

125

25

350

175

175

2525

400

175225

25 25

300

450

225225

150

150

25 25


Scale


Project Number

@A1


Client:

Project:


ARCHITECT:


PRC REG No.

0013424

PTR No.

6767028



OWNER:





1 : 10

A350

PLAN DETAILS

IOM - UNICEF



EPRU 002-2015

1 : 101 TYP. C1 COLUMN PLAN DETAIL 1 : 102 TYP. C2 COLUMN PLAN DETAIL

1 : 103 TYP. C3 COLUMN PLAN DETAIL

1 : 104 ATYPICAL PLAN DETAIL

1 : 105 ATYPICAL PLAN DETAIL

1 : 107 TYPICAL PLAN DETAIL


GRND FFLEL +47.60

LVL 02 FFLEL +50.80

A B

1000

LIN

E O

F C

OLU

MN

BEY

ON

D

UP BEAM TO SUPPORT THISLANDING ONLY TO ENSUREADEQUATE HEIGHT PROVIDEDFOR DOOR OPENING BELOW

W1

D1-04

STR

UC

TUR

AL O

PEN

ING

- C

OS

2175

LIN

E O

F C

OLU

MN

BEY

ON

D

400

25075

125125

250

WF-01

FF-01

WF-01

WF-02

WF-02

FF-01

WF-03

BALUSTRADE ANDCONTINUOUS HANDRAILTO TYPICAL DETAIL

W1

EXTERNAL INTERNAL

STRUCTURAL SLABTO ENGRS SPEC.

WF-02

WF-02

?FF-02

?FF-02

125125

A4016

75

LANDING

2000

1675 200

1:100 FALL AWAY FROM BUILDING

FF-021:100 FALL AWAY FROM BUILDING

LVL 02 FFLEL +50.80

ROOFEL +54.00

PARAPETEL +55.20

F G

W2-0129

00

LIN

E O

F C

OLU

MN

BEY

ON

D

250

EXTERNALINTERNAL

W4

W5

125 125

250 100

WF-01

400

WF-02

FF-01?FF-02


LIN

E O

F C

OLU

MN

BEY

ON

D

ROLLER SHUTTER TO BESECURELY FIXED TO BEAMAND UNDERSIDE OF SLAB

300

WINDOW JAMB AND ROLLERSHUTTER GUIDE RAIL TO BESECURELY FIXED TO COLUMN

1000

75

WF-03

WF-02

WINDOW PANEL FITTED FLUSHTO FACE OF EDGE BEAM ABOVE

2000

200 1675 125


FF-02 1:100 FALL AWAY FROM BUILDING

1200


125

150

100

300700

ADDITIONAL PURLIN ANDFIXINGS AT ROOF EDGE

METAL FLASHING,GAUGE 25 GI SHEETPRE-PAINTED FINISH TOMATCH ROOF SHEETING

50

WELDED WIRE MESH

GRND FFLEL +47.60

LVL 02 FFLEL +50.80

ROOFEL +54.00

PARAPETEL +55.20

A B

W1-03

W1

A4016

400 LIGHTING FIXTURE SURFACEMOUNTED TO UNDERSIDE OFRAMP FOLLOWS LINE OF RAMP

LIN

E O

F C

OLU

MN

BEY

ON

D

EXTERNAL INTERNAL

BALUSTRADE ANDCONTINUOUS HANDRAILTO TYPICAL DETAILFOLLOWS LINE OF RAMP

WF-02

?

WF-03

?

WF-02

?

FF-02

LIN

E O

F C

OLU

MN

BEY

ON

D

250

75

125

245


W4

WF-01

WF-01

?FF-02

?FF-02

100mm THK CONCRETE SLAB ONGROUND, REINFORCED TOSTRUCTURAL ENGRS SPEC.

VAR

IES

2000

RAMP

400

ROLLER SHUTTER TO BESECURELY FIXED TO BEAMAND UNDERSIDE OF SLAB

WINDOW JAMB AND ROLLERSHUTTER GUIDE RAIL TO BESECURELY FIXED TO COLUMN


W2-04

EXTERNAL

LIN

E O

F C

OLU

MN

BEY

ON

D

LIN

E O

F C

OLU

MN

BEY

ON

D

300

2900

125

250

125125

W5

W4

WF-01

WF-02

WF-03

WF-02




GUTTER STRAIN TOPLUMBING ENGRS. SPEC.

CONCRETE TOPPINGREINFORCED W/ WIRE MESHTO STRUCTURAL ENGRS. SPEC.

DOWN PIPE TO PLUMBINGENGRS. SPEC. W/SELECTED PAINT FINISH TOMATCH ADJACENT WALL

ATACTIC TORCH APPLIEDWATER PROOFING MEMBRANE

125

100 250

150

100

50

METAL FLASHING,GAUGE 25 GI SHEETPRE-PAINTED FINISH TOMATCH ROOF SHEETING

300700

ADDITIONAL PURLIN ANDFIXINGS AT ROOF EDGE

WELDED WIRE MESH

WF-01WF-01

GRND FFLEL +47.60

LVL 02 FFLEL +50.80

F G2000

200 1675 125

400

W1

NATURAL GRADE LINE

WF-02

WF-03

WF-03

WF-02

WF-01

FF-01

INTERNAL EXTERNAL

LANDING


?

LIN

E O

F C

OLU

MN

BEY

ON

D

STRUCTURAL SLABTO ENGRS SPEC.

75

1000

LIN

E O

F C

OLU

MN

BEY

ON

D

WF-01

LINE OF BEAM

WF-03

250250 75

125 125 125 125


W4

WF-01

GRND FFLEL +47.60

LVL 02 FFLEL +50.80

1 2

LANDING

2000

125 1675 200

SHED

EXTERNAL

W1-04

1000

1600


LIN

E O

F C

OLU

MN

BEY

ON

D

100mm THK CONCRETE SLABON GROUND, REINFORCED TOSTRUCTURAL ENGRS SPEC.

EQ EQ

250

W4

W3

W3

200

125 125 125 125

75 250

WF-01

FF-01

FF-02

WF-01WF-02

WF-06

MALE CR

WF-03

LINE OF BEAM

FF-01

FF-03


W3W4 FINISHED FACE OFWALL TO BE FLUSHWITH EDGE BEAM

5mm GROOVE INRENDER TODELINEATE WALLFROM EDGE BEAM

COLUMN TOENGRS SPEC.

5mm CUT TODELINEATECOLUMN FROMEDGE BEAM

Scale


Project Number

@A1


Client:

Project:


ARCHITECT:


PRC REG No.

0013424

PTR No.

6767028



OWNER:





As indicated

A401

SECTION DETAILS

IOM - UNICEF



EPRU 002-2015

1 : 201 SECTION DETAIL 1 : 202 SECTION DETAIL

1 : 203 SECTION DETAIL

1 : 204 SECTION DETAIL 1 : 205 SECTION DETAIL

1 : 56 TYPICAL DETAIL 1 : 57 TYPICAL DETAIL


C D

5

6

11

1900

EQ EQ EQ EQ EQ EQ EQ EQ

4500 130

4500

LAN

DIN

G

4250

1900

MIN

. 100

BALUSTRADE TOTYPICAL DETAIL

18171614 1513121110

123456789

2A450

MIN. 300

LANDING

2290

LANDING

MIN.2000

C'

J''

100

W1

W1

MIN. 300

178

CO

S17

8 C

OS

20-30 MIN. 275

300 (+/- 5mm)

50

REINFORCED CONCRETE STAIR TOENGS SPEC. FINISH WITH ROUNDEDEDGE AND INTEGRAL NON-SKIDSTAIR NOSING AS SHOWN

REINFORCED CONCRETE SLAB TO ENGRS SPEC.

5

R=15

ALL

RIS

ERS

TO B

E EQ

UAL

VAL

UE

?FF-01

GRND FFLEL +47.60

LVL 02 FFLEL +50.80

C D

EQEQ

3200

1000

DWARF WALL W/HANDRAIL TOTYPICAL DETAIL

DWARF WALL W/HANDRAIL TOTYPICAL DETAIL

VOID

BALUSTRADE TOPRAIL TOEXTEND BEYOND STAIRAND RETURN TO FLOOR

MIN. 300

1817

1516

1413

1210

12

34

56

78

9

11

C'

1800

EMERGENCYLIGHT 10

00M

IN. 1

000

FF-01

FF-01

CONCRETE LOUVERS IN WALL TOPROVIDE NATURAL VENTILATION TOGENSET ROOM IN ACCORDANCEWITH MECHANICAL ENGRS SPEC.

600

1000

400

1200

1200

Scale


Project Number

@A1


Client:

Project:


ARCHITECT:


PRC REG No.

0013424

PTR No.

6767028



OWNER:





As indicated

A450

STAIR DETAIL

IOM - UNICEF



EPRU 002-2015

1 : 501 PLAN - STAIR

1 : 53 STAIR TYPICAL DETAIL

1 : 502 STAIR SECTION

ARTIST'S IMPRESSION ONLY: DOES NOT FORM PART OF THE CONTRACT ARTIST'S IMPRESSION ONLY: DOES NOT FORM PART OF THE CONTRACT

4 STAIR 3D VIEW - GROUND LEVEL 5 STAIR 3D VIEW - LEVEL 02


GRND FFLEL +47.60

I'' I' I

A4512


COL.

COL.

LINE OF BEAM

LANDING

LINE OF BEAM LANDING

BEGIN BEAM SLOPEAT CORNER, OFFSETOVER RAMP VARIES

VAR

IES

CONTINUOUS HANDRAILTO TYPICAL DETAIL

40040

0

125

MIN

. 100

0

900

WF-02WF-02 WF-02 WF-02

OPENING

2600

RAMP TO LANDINGTRANSITION ALIGNS WITHFINISHED FACE OF COLUMN

4800 / 6000 - REFER TO FLOOR PLAN

RAMP MAX. 1:12 GRADE

COL.

COL.

I

OFF

SET

VAR

IES

125

REINFORCED CONCRETESLAB AND BEAMS TOSTRUCTURAL ENGRS SPEC

5mm GROOVES IN RAMP ANDLANDING FOR NON-SKID,SET OUT AT 150mm CENTRES

WF-01FF-01

150150 150

GRND FFLEL +47.60

7

A4515

LOCALISED FALL AWAY FROM BUILDING

STRUCTURAL SLAB ONENGINEERED FILL TO STRUCTURALENGRS DWGS AND SPEC.

REINFORCED CONCRETE STEPON GRADE TO STRUCTURALENGRS DWGS AND SPEC.

FF-01FF-02

280 280

150

150

150 45

0 C

OS

GRND FFLEL +47.60

44'

COL.

STRUCTURAL SLAB ONENGINEERED FILL TOSTRUCTURAL ENGRSDWGS AND SPEC.

REINFORCED CONCRETE STEPON GRADE TO STRUCTURALENGRS DWGS AND SPEC.

100mm THK CONCRETE SLABON GROUND, REINFORCED TOSTRUCTURAL ENGRS SPEC.

600

CO

S

150

150

280 280

FF-02

FF-01

A4515

FF-02

150

280

REINFORCED CONCRETE STAIR TOENGRS SPEC. FINISH WITH INTEGRALNON-SKID STAIR NOSING AS SHOWN.

5FF-01FF-02

40

Scale


Project Number

@A1


Client:

Project:


ARCHITECT:


PRC REG No.

0013424

PTR No.

6767028



OWNER:





As indicated

A451

RAMP / STEPDETAIL

IOM - UNICEF



EPRU 002-2015

1 : 201 SECTION RAMP / LANDING 1 : 52 SECTION DETAIL RAMP / LANDING

1 : 203 SECTION DETAIL MAIN ENTRY STEP 1 : 204 SECTION DETAIL BACK ENTRY STEP

1 : 55 STEP TYPICAL DETAIL


MIN

. 100

0 mm

- M

AX. 1

060m

m IN

AC

CO

RD

ANC

E W

ITH

BP

344

1000

25

38mm BLACK IRON STEEL PIPECONTINUOUS RAIL. MIN. 3mmGAUGE & SCHEDULE 40. WELDFIX. SELECTED PAINT FINISH

100

25mm BLACK IRON STEELTUBULAR POST. MIN. 3mmGAUGE & SCHEDULE 40. WELDFIX TO PIPE AND BASE PLATE.SELECTED PAINT FINISH

WALL TYPE 02100mm THK CHB W/ 25mm THKRENDER FINISH TO ALL SIDES,SELECTED PAINT FINISH

EQ EQ

STEEL BASE PLATEANCHORED TO CHB

100

25

38

38

HANDRAIL EXTENDS BEYONDRAMP AND RETURNS TO FLOOR

STEEL CIRCULAR BASE PLATEANCHORED TO FLOOR SLAB

MIN

. 700

mm

- M

AX. 9

0 0m

m I N

AC

CO

RD

A NC

E W

ITH

BP

344

900

STEEL BASE PLATE ANCHOREDTO EXTERNAL WALL

38mm BLACK IRON STEEL PIPECONTINUOUS RAIL. MIN. 3mmGAUGE & SCHEDULE 40. WELDFIX. SELECTED PAINT FINISH.

SET OUT FROM WALL TOCLEAR COLUMN, CONFIRM ONSITE AND COORDINATE WITHBALUSTRADE

25mm BLACK IRON STEEL TUBULARPOST. MIN. 3mm GAUGE & SCHEDULE40. SELECTED PAINT FINISH WELD FIXTO PIPE AND BASE PLATE.

COS

LIN

E O

F W

ALL

GENERAL NOTE:IN THE INSTANCE THAT THERE IS ANOPENING IN THE EXTERNAL WALLCONTINUOUS HANDRAIL IS WELD FIXEDTO BALUSTRADE, TO TYPICAL DETAIL

WALL TYPE VARIES

LIN

E O

F C

OLU

MN

610

010

06

125 125 125 125 125 125 125 125

6

1000

- T

OP

RAI

L

900

- C

ON

TIN

UO

US

HAN

DR

AIL

38

STEEL CIRCULAR BASE PLATEANCHORED TO FLOOR SLAB

38mm BLACK IRON STEELPIPE CONTINUOUS RAIL.MIN. 3mm GAUGE &SCHEDULE 40. WELD FIX.SELECTED PAINT FINISH

25mm BLACK IRON STEELTUBULAR POST. MIN. 3mm GAUGE& SCHEDULE 40. WELD FIX TOCIRCULAR BASE PLATE.SELECTED PAINT FINISH

100

25

100

6

6

6mm X 25mm BLACK IRON STEELFLAT BAR. WELD FIX. SELECTEDPAINT FINISH

6mm X 25mm BLACK IRON STEELFLAT BAR. WELD FIX. SELECTEDPAINT FINISH

GENERAL NOTE:BALUSTRADE TO STAIR DOES NOTHAVE ADDITIONAL HANDRAIL

38mm BLACK IRON STEELPIPE CONTINUOUS RAIL.MIN. 3mm GAUGE &SCHEDULE 40. WELD FIX.SELECTED PAINT FINISH

HANDRAIL TO FOLLOW LINE OF STAIR

MIN. 300

TOPRAIL EXTENDS BEYOND STAIRAND RETURNS TO FLOOR

FRO

M F

INIS

HED

FAC

E O

F S T

AIR

TR

EAD

/ R

AMP

MIN

. 100

0mm

- M

AX. 1

060m

m IN

AC

CO

RD

ANC

E W

ITH

BP

344

125

38

25

3862

6

5

Scale


Project Number

@A1


Client:

Project:


ARCHITECT:


PRC REG No.

0013424

PTR No.

6767028



OWNER:





1 : 5

A452

BALUSTRADE /HANDRAIL DETAIL

IOM - UNICEF



EPRU 002-2015

1 : 51 DWARF WALL W/ HANDRAIL SECTION 1 : 52 DWARF WALL W/ HANDRAIL ELEVATION

1 : 53 CONTINUOUS HANDRAIL ELEVATION 1 : 54 CONTINUOUS HANDRAIL SECTION

1 : 55 BALUSTRADE / HANDRAIL ELEVATION 1 : 56 BALUSTRADE / HANDRAIL SECTION

1 : 57 STAIR BALUSTRADE ELEVATION

GENERAL NOTE:ALL WELD FIXINGS TO BE SANDBACK TO REMOVE ROUGH EDGES.APPLY ANTI-CORROSION PRIMERPRIOR TO SELECTED PAINT FINISH

PROTOTYPE REQUIRED

THE CONTRACTOR MUST SUBMIT A PROTOTYPE OF EACH TYPEOF METAL BALUSTRADE AND RAILING. WHERE FINISHINVOLVES NORMAL COLOUR AND TEXTURE VARIATIONS,INCLUDE SAMPLE SETS COMPOSED OF TWO OR MORE UNITSSHOWING LIMITS OF SUCH VARIATIONS EXPECTED INCOMPLETED WORKS.

MIN. 150mm LONG SAMPLES OF EACH DISTINCTLY DIFFERENTRAILING MEMBER INCLUDING HANDRAIL, TOP RAIL, POSTS,BALUSTERS AND TYPICAL WELDED CONNECTION ANDSAMPLES OF FITTINGS AND BRACKETS TO BE PRESENTED TOTHE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TOCONTINUATION OF COMPLETE WORKS ON SITE


C D E

2

3

A460

2

A460

6

3

4

5 7

8

9

10 8

SET OUT FLOOR TILEFROM THIS POINT

CLEAR

MIN. 900

CLEAR

MIN.900

INTE

RN

AL

MIN

. 180

0

INTERNAL

MIN. 1700

INTERNAL

MIN. 1700

MALE CR FEMALE CR

INTE

RN

AL

MIN

. 115

0

4500 4500

C' D'

FF-03 FF-03

SET OUT FLOOR TILEFROM THIS POINT

D1-06

D1-08 D1-09 D1-10 D1-11 D1-12 D1-14D1-13

D1-07

BCS BCS

FWFW

FW

WC2WC1WC1WC1

UR

WC1WC1

FW

WC2

SWR SWR GRGR

PTD PTD

A4615

EQ EQ EQ EQ EQ EQ

1850

175 175

1850

4500

175

10A460


PLUMBING CAVITYPLUMBING CAVITY

2000 2000

C D

2600

C'

W1-04

BCS

PTD TA-1TA-1

TA-1

WF-06

WF-03

WF-03

WF-03

WF-03

LINE OF BEAM TO RAMP

LINE OF BEAM TO LEVEL 02

475

3075

SET OUT WALL TILE TOALIGN WITH FLOOR TILE

350 2400

200

WF-06

1675 COS

BUILD OUT NIB WALLTO CONCEAL PLUMBINGIN RISER TO ROOF LVLWF-03WF-03

1000

1600

MR

1400

1200

2 3


WF-06

WF-03

WF-03

WF-03

WF-06

WC1

TA-1

2000

475

1000

WAL

L TI

LE

1600

3075

CD

3075

WAL

L TI

LE

1600

C'

UR

D1-10 D1-09 D1-08 D1-06

WF-06

WF-03 WF-03

WF-03

2600

WC1 WC1WC2

GR

SWR

475

WF-06

200

TOILET WALL / DOORSSHOWN TRANSPARENTAND DASHED FOR CLARITY

2000

GRND FFLEL +47.60

23

INSTALL STAINLESS STEELGRAB RAIL (SATIN FINISH)IN ACCORDANCE WITHACCESSIBILTY LAW BP344

2000

WF-03

WF-03

WF-03

WF-03

WF-06

WF-03



3075

GR

WC2

200

WF-06

TTD

D E

2600

D'

W1-05

3075

475

WAL

L TI

LE

1600

BCS

PTDTA-1TA-1

TA-1

WF-03

WF-06

WF-03

WF-03

COL.

WF-03



SET OUT WALL TILE TOALIGN WITH FLOOR TILE

3502400

WF-06

200

1400

1200

1675 COS

MR

2 3

INSTALL STAINLESS STEELGRAB RAIL (SATIN FINISH) INACCORDANCE WITHACCESSIBILTY LAW BP344

1600

475

3075

GR

WC2



WF-03

WF-03

WF-06

WF-03WF-03

COL.

WF-03

WF-06

200

2000

TTD

DE

2000

D'

WF-03

WF-03

WF-03

D1-07 D1-14 D1-13 D1-12 D1-11

SWR

GR

WC2WC1 WC1 WC1

2600

475

WF-06

WAL

L TI

LE

1600

TOILET WALL / DOORSSHOWN TRANSPARENTAND DASHED FOR CLARITY

GRND FFLEL +47.60

23

WF-06 WF-06

WF-02

WF-03

WF-02

TA-1


3075

WAL

L TI

LE

1605

995

475

GRND FFLEL +47.60

DOOR FRAME, JAMB &PANEL TO TYP. DETAIL

WALL THICKNESS

150

40

50

STRUCTURAL SLAB TOENGRS SPEC.

50mm SET DOWN IN SLAB TO STRUCTURAL ENGRS SPEC.

STAINLESS STEEL ANGLE TRIM TO TILE JUNCTION

WATER-PROOFING MEMBRANE INSTALLED INACCORDANCE WITH MANUFACTURERRECOMMENDATION AND TECHNICAL SPECIFICATION

CONCRETE TOPPING REINFORCED W/WIRE MESH TO STRUCTURAL ENGRS. SPEC.

WF-06

FF-03

MORTER BED GRADED TO MINIMUM 1:100FALL TOWARD FLOOR WASTE / DRAINS

Scale


Project Number

@A1


Client:

Project:


ARCHITECT:


PRC REG No.

0013424

PTR No.

6767028



OWNER:





As indicated

A460

WET AREA DETAIL- SHEET 01

IOM - UNICEF



EPRU 002-2015

1 : 501 PLAN - COMFORT ROOM

1 : 502 ELEVATION - MALE 1 : 503 ELEVATION - MALE

1 : 504 ELEVATION - MALE 1 : 505 ELEVATION - MALE

1 : 506 ELEVATION - FEMALE 1 : 507 ELEVATION - FEMALE

1 : 508 ELEVATION - FEMALE 1 : 509 ELEVATION - FEMALE

1 : 510 SECTION DETAIL TILE JUNCTION


BENCH FOLLOWSLINE OF BUILDING

COS

520

INTEGRATED SINK

1200

650

1400

SET OUT TO FIT BETWEEN COLUMNS

5085

3A461

TA-2

2000

WF-06

WF-06

SD

400

3A461

800

200

600

WF-06WF-06

WF-06

TA-2

100120010012001001800

4500

500

1800

HANDBASIN / LAVATORY

1200

SLOP SINK

600

5050

505050 50

EQ EQ300 600 300

7A461

8A461

TA-1 TA-1 TA-1WF-06WF-06

A461

6

SPECIALTY ITEM ONE (1) EACH TO MALE CR AND FEMALE CR.ITEM TO MALE CR SHOWN.ITEM TO FEMALE CR IS SAME BUT HANDED.

SD SDLI

NE

OF

WAL

L

200

600

800

500

150

100100

5050

WF-06

TA-1

RC SUBSTRATE TOSTRUCTURAL ENGRSSPEC. W/ SELECTED WALLFINISH. PLUMBING INACCORDANCE W/PLUMBING ENGRS SPEC.

400

500

50 50

250

100 100

TA-1

GROUNDEL +47.00

800

200

600

650

150

90

50

100200

TA-2RC SUBSTRATE TOSTRUCTURAL ENGRSSPEC. W/ SELECTED WALLFINISH. PLUMBING INACCORDANCE W/PLUMBING ENGRS SPEC.

WF-06

150

GRND FFLEL +47.60

7A461

8A461

1000

200

600

100 1000 100

SLOP SINK

600

HANDBASIN / LAVATORY

1200

WF-06

WF-06

TA-1 TA-1

TA-1

800

400

600

FINISH TO WASH TROUGH MATCHESADJACENT WALL FINISH, ALIGN WITHFLOOR / WALL TILE FINISH ON SITE

Scale


Project Number

@A1


Client:

Project:


ARCHITECT:


PRC REG No.

0013424

PTR No.

6767028



OWNER:





1 : 20

A461

WET AREA DETAIL- SHEET 02

IOM - UNICEF


CheckerAuthor

SEPTEMBER 2015EPRU 002-2015

1 : 201 PLAN - EXTERNAL WET AREA

1 : 202 ELEVATION - EXTERNAL WET AREA

1 : 205 PLAN - WASH TROUGH

1 : 207 SECTION - HANDBASIN 1 : 208 SECTION - HANDBASIN

1 : 203 SECTION - EXTERNAL WET AREA 4 3D VIEW - EXTERNAL WET AREA

1 : 206 ELEVATION - WASH TROUGH 9 3D VIEW - WASH TROUGH


B C D E FDIRECTIONAL SIGNAGETO CR, SUPPLY ANDINSTALL BY OTHERS


C' D'


WF-03

WF-03 WF-03

WF-03

WF-03WF-03

WF-03


200

1400

DIRECTIONAL SIGNAGETO CR, SUPPLY ANDINSTALL BY OTHERS

200

1400

2400

200

3200

400

2800

2600

WF-04WF-04 WF-04

GRND FFLEL +47.60

LVL 02 FFLEL +50.80

4 5


3' 4'

W1-01

2600

475

3200

LINE OF BEAM TO LANDING

WF-04 WF-04

WF-03 WF-03

WF-03 WF-03


BCDEF C'D'

D1-01


LINE OF BEAM TO STAIR LANDING

3200

2600

600

200

WF-03 WF-03WF-03

WF-03

WF-03WF-03WF-03

WF-03

WF-04WF-04WF-04

WF-03 WF-03

WALL MOUNTEDSWITCHES FITTEDW/ LOCATION LABEL

MIN.300

1400

GRND FFLEL +47.60

LVL 02 FFLEL +50.80

45


3'4'

D1-04

W1-03


WF-04WF-04

WF-03

WF-03

WF-03

3200

2600

600

200

LINE OF BEAM TO LANDING

Scale


Project Number

@A1


Client:

Project:


ARCHITECT:


PRC REG No.

0013424

PTR No.

6767028



OWNER:





1 : 50

A501

INTERNALELEVATIONS -

GROUND LEVEL

IOM - UNICEF



EPRU 002-2015

1 : 501 ELEVATION - GROUND LEVEL 1 : 502 ELEVATION - GROUND LEVEL

1 : 503 ELEVATION - GROUND LEVEL 1 : 504 ELEVATION - GROUND LEVEL

5 INTERIOR 3D VIEW - GROUND LEVEL 6 INTERIOR 3D VIEW - GROUND LEVEL

ARTIST'S IMPRESSION ONLY: DOES NOT FORM PART OF THE CONTRACT ARTIST'S IMPRESSION ONLY: DOES NOT FORM PART OF THE CONTRACT


C D EC' D'

LINE OF BEAM TO ROOF

WF-03

WF-03

WF-04

3200

300

2900

200

W2-06

WF-03

WF-04

FF-01

BUILD OUT NIB WALLTO CONCEAL PLUMBING

WF-04

LVL 02 FFLEL +50.80

ROOFEL +54.00

3 4 5

DWARF WALL 900mm AFFLW/ TYPICAL HANDRAIL

1000

3' 4'

W2-01


2400

WF-02

WF-03

WF-03

WF-03

WF-04WF-04

WF-03

200

300

290032

00

FF-01 FF-01

D2-02

CDEF

BEAM TO ROOF STRUCTURE

C'D'

D2-01

WF-04 WF-04 WF-04

WF-03

WF-03

WF-03WF-03

WF-03

FF-01

3200

2900

300

200

WALL MOUNTEDSWITCHES FITTEDW/ LOCATION LABEL

MIN.300

1400

2400

LVL 02 FFLEL +50.80

ROOFEL +54.00

345


3'4'

W2-04

WF-03

WF-03 WF-03 WF-03

WF-04 WF-04

3200

300

2900

200

Scale


Project Number

@A1


Client:

Project:


ARCHITECT:


PRC REG No.

0013424

PTR No.

6767028



OWNER:





1 : 50

A502

INTERNALELEVATIONS -

LEVEL 02

IOM - UNICEF



EPRU 002-2015

1 : 501 ELEVATION - LEVEL 02 1 : 502 ELEVATION - LEVEL 02

1 : 503 ELEVATION - LEVEL 02 1 : 504 ELEVATION - LEVEL 02

5 INTERIOR 3D VIEW - LEVEL 02 6 INTERIOR 3D VIEW - LEVEL 02ARTIST'S IMPRESSION ONLY: DOES NOT FORM PART OF THE CONTRACT ARTIST'S IMPRESSION ONLY: DOES NOT FORM PART OF THE CONTRACT


A B C D E F G

1

2

3

4

5

6

7

2000 4500 4500 4500 4500 2000

2000

4500

4500

4500

4500

2000

2200

0

22000

10

10'

8

8'

911

11'

MAINENTRY

STORE

MALE CR FEMALE CR

SHED

LIN

E O

F LA

ND

ING

ABO

VE

3075mmU/S SLAB

1475mmU/S SLAB

1475mmU/S SLAB

2800mmU/S BEAM

WP

WPWP

WP

LIGHTING FITTED TO UNDERSIDEOF RAMP FOLLOWS LINE OF RAMP

C' D'

3'

4'

I''

I'H'

H''

K'

K"J''

J'

I

H

J

K

a a a

a a a

a b c d

c c

WPb

e

e

e

f

d d

d d d d

f

j

h

g

g

h

i

i

i

i

WP WP WP WP

WP WP WP

EQ EQ

b

b

WP

WP

WP

WP

STAIRVOID

600

600

600

EQ EQEQ EQ

EQEQ

EQEQ

400

400

400

EQ EQ

EQEQ

EQEQ

400

400

EQEQ

EQEQ

EQEQ

EQ

EQ

2600mmU/S BEAM

EQEQ

EQEQ

EQ EQ EQ EQ

150

GENERAL NOTES:

SELECTED PAINT FINISH TO UNDERSIDE OF SLAB AND TO BEAMSSHALL MATCH ADJACENT WALL FINISH

SURFACE MOUNTED FAN:

CONTRACTOR MUST SUBMIT PRODUCT TECHNICAL DATA FORREVIEW AND APPROVAL BY THE ARCHITECT PRIOR TO PLACINGPURCHASE ORDER

CONTRACTOR MUST SUBMIT SHOP DRAWINGS OF RIGID FIXING ANDMOUNTING ROD DETAIL FOR REVIEW AND APPROVAL BY THEARCHITECT PRIOR TO CONTINUATION OF COMPLETE WORK ON SITE

EXITEXIT

SURFACE MOUNTED FAN RIGID FIXED TOU/S OF SLAB. IT IS THE RESPONSIBILITYOF THE CONTRACTOR TO ENSURE ALLFIXINGS ARE SECURED TO PREVENTLATERAL MOVEMENT DURING OPERATION

m FAN

RO

LLER

SH

UTT

ER

RO

LLER

SH

UTT

ER

1500 1500

1500

1500

EQ EQ

SINGLE LED LAMP

DOUBLE LED LAMP

WATERPROOF LED LAMP

LIGHTING LEGEND

ONE-WAY SWITCH

TWO-WAY SWITCH

LETTER INDICATES SWITCHING SEQUENCEa, b, c, d, etc.

EXTERNAL FLOODLIGHT

EMERGENCY LIGHTING - WALL MOUNTED: 2400mm AFFL, UNO

REFER TO ELECTRICAL ENGRS DWG E03 FOR POWER OUTLETS LAYOUT

REFER TO ELECTRICAL ENGRS DWG E02 FOR SMOKE DETECTORS LAYOUT

REFER TO ELECTRICAL WORKS TECHNICAL SPECIFICATION FOR SCHEDULES

WP

ILLUMINATED EXIT SIGNAGEEXIT

SAMPLES OF EACH TYPE OF LIGHTING FIXTURE SHALL BE SUBMITTED TO THEARCHITECT FOR REVIEW AND APPROVAL PRIOR TO PLACING PURCHASEORDER AND SHALL BE SUBMITTED SUFFICIENTLY IN ADVANCE OF FIELDREQUIREMENTS TO ALLOW AMPLE TIME FOR CHECKING

Scale


Project Number

@A1


Client:

Project:


ARCHITECT:


PRC REG No.

0013424

PTR No.

6767028



OWNER:





1 : 100

A601

REFLECTEDCEILING PLAN -GROUND LEVEL

IOM - UNICEF



EPRU 002-2015


N

A B C D E F G

1

2

3

4

5

6

7

2000 4500 4500 4500 4500 2000

22000

2200

0

2000

4500

4500

4500

4500

2000

10

10'

8

8'

911

11' WP

WPWP

WP

WP

LIGHTING TO BE SURFACEMOUNTED TO UNDERSIDE OF BEAMUNLESS NOTED OTHERWISE

LIGHTING TO BE FIXEDTO ROOF STRUCTURE

WP

C' D'

3'

4'

I''

I'H'

H''

K'

K"J''

J'

I

H

J

K

k k k

k k k

k l FAN

e

e

e

l l l

e

e

e

e

e

e e

mmm

WP

e

WPe

WP

WP

WP

EQ EQ

j

600

EQEQ

EQEQ

EQ EQEQ EQ

EQEQ

EQEQ

EQ

EQ

EQ EQ EQ EQ

400

400

400

400

400

EMERGENCY LIGHT MOUNTEDTO BALUSTRADE AT 1800mmABOVE LANDING

EQ

EQ

400 EQ

EQ

400

EQEQ

EQEQ

EQEQ

EQ EQ EQ EQ

EXIT

EQEQEQ EQ

ROOF HATCH

SURFACE MOUNTED FAN RIGID FIXED TOROOF FRAMING. IT IS THE RESPONSIBILITYOF THE CONTRACTOR TO ENSURE ALLFIXINGS ARE SECURED TO PREVENTLATERAL MOVEMENT DURING OPERATION

GENERAL NOTES:

SELECTED PAINT FINISH TO UNDERSIDE OF SLAB AND TO BEAMSSHALL MATCH ADJACENT WALL FINISH

SURFACE MOUNTED FAN:


CONTRACTOR MUST SUBMIT SHOP DRAWINGS OF RIGID FIXING ANDMOUNTING ROD DETAIL FOR REVIEW AND APPROVAL BY THEARCHITECT PRIOR TO CONTINUATION OF COMPLETE WORK ON SITE

j m

RO

LLER

SH

UTT

ER

RO

LLER

SH

UTT

ER

ROLLER SHUTTER

ROLLER SHUTTER

ROLLER SHUTTER

ROLLER SHUTTER

ROLLER SHUTTER

EXIT

EQEQ

1500 1500

1500

1500

DP

DP DP

DP

SINGLE LED LAMP

DOUBLE LED LAMP

WATERPROOF LED LAMP

LIGHTING LEGEND

ONE-WAY SWITCH

TWO-WAY SWITCH

LETTER INDICATES SWITCHING SEQUENCEa, b, c, d, etc.

EXTERNAL FLOODLIGHT

EMERGENCY LIGHTING - WALL MOUNTED: 2400mm AFFL, UNO

REFER TO ELECTRICAL ENGRS DWG E03 FOR POWER OUTLETS LAYOUT

REFER TO ELECTRICAL ENGRS DWG E02 FOR SMOKE DETECTORS LAYOUT

REFER TO ELECTRICAL WORKS TECHNICAL SPECIFICATION FOR SCHEDULES

WP

ILLUMINATED EXIT SIGNAGEEXIT

SAMPLES OF EACH TYPE OF LIGHTING FIXTURE SHALL BE SUBMITTED TO THEARCHITECT FOR REVIEW AND APPROVAL PRIOR TO PLACING PURCHASEORDER AND SHALL BE SUBMITTED SUFFICIENTLY IN ADVANCE OF FIELDREQUIREMENTS TO ALLOW AMPLE TIME FOR CHECKING

Scale


Project Number

@A1


Client:

Project:


ARCHITECT:


PRC REG No.

0013424

PTR No.

6767028



OWNER:





1 : 100

A602

REFLECTEDCEILING PLAN -

LEVEL 02

IOM - UNICEF



EPRU 002-2015


E

6

9

2A701

K

W1

COL.

2450

600

GRND FFLEL +47.60

E

10mm CHAMFER ARRIS EDGE

CONCRETE REINFORCEDTO STRUCTURAL ENGRS SPEC.SMOOTH TROWELLED FINISHW/ CLEAR MATT SEALER

REINFORCED CONCRETESTRUCTURAL SLAB TOSTRUCTURAL ENGRS SPEC.

400

600

W1

12mm REBAR AND TYPICALDOWEL JOIN TO WALL TOSTRUCTURAL ENGRS SPEC.

D E

6

9D'

K

COL.

COL.

COL.

W1

W1

4A701

TIMBER STUDS AT 600mm CENTRES

8mm CORKBOARD ADHESIVE FIXEDTO 12mm HMR PLYWOOD BACKINGBOARD. BACKING BOARD TO BESCREW FIXED WITH REBATEDSCREWS TO TIMBER STUD FRAME

1075 400 2600

4075

KDHW FRAME TO EDGE NOTICEBOARDMIN. 25mm X 50mm BEADINGSAND BACK AND PRIME TO TAKESELECTED PAINT FINISH, SET OUT TOALIGN WITH FINISHED FACE OF COLUMN

25

50 50

A701

5

175

CO

S

ALIGN

GRND FFLEL +47.60

6

REINFORCED CONCRETEGROUND LEVEL SLAB TOSTRUCTURAL ENGRS SPEC.

REINFORCED CONCRETE BEAMTO STRUCTURAL ENGRS SPEC.

W1

2600

BEAM

25075

TIMBER NOGGINS AT 600mm CENTRES

8mm CORKBOARD ADHESIVE FIXEDTO 12mm HMR PLYWOOD BACKINGBOARD. BACKING BOARD TO BESCREW FIXED WITH REBATEDSCREWS TO TIMBER STUD FRAME

1000

1600

KDHW FRAME TO EDGE NOTICEBOARDMIN. 25mm X 50mm BEADINGSAND BACK AND PRIME TO TAKE SELECTEDPAINT FINISH, SET OUT TO ALIGN WITHFINISHED FACE OF COLUMN

20mm HMR PLYWOOD PANEL TO BESCREW FIXED WITH REBATEDSCREWS TO TIMBER STUD FRAMEPUTTY FILL SCREW HEADS, SANDBACK AND PRIME BOARD TO TAKESELECTED PAINT FINISH

LINE OF BEAM BEYOND

5050

TIMBER NOGGINS AT 600mmCENTRES, PACK OUT AS REQUIREDTO ACHIEVE FLUSH INSTALLATION

125 12525

50

LINE OF COLUMN BEYOND

ALIG

N

GRND FFLEL +47.60

E

COL.

LINE OF BEAM BEYOND

5050

1600

1000

2600

CORKBOARD

50

WF-05

WF-05

WF-05

Scale


Project Number

@A1


Client:

Project:


ARCHITECT:


PRC REG No.

0013424

PTR No.

6767028



OWNER:





As indicated

A701

ARCHITECTURALDETAIL

IOM - UNICEF



EPRU 002-2015

1 : 501 CONCRETE SEAT PLAN DETAIL 1 : 102 SECTION

1 : 503 NOTICEBOARD PLAN DETAIL

1 : 104 SECTION 1 : 105 ELEVATION


101D1-01 101D1-02

101D1-04

101D1-03 101D1-05 101D1-08

101D1-14

101D1-09

101D1-10

101D1-11

101D1-12

101D1-13

D2-01

FFL

101D2-02

2600

U/S BEAM

U/S BEAM

CL

900

1050

2100 40 970 40

CL

900

1050

40 970 40

1600CL

900

FULL EXTENT OF OPENING

SIZE TO FIT

40 EQ EQ 40

DOUBLE FLUSH PANEL HINGED DOORHOLLOWCORE DOOR PANEL LINEDBOTH SIDES WITH 3mm MARINEPLYWOOD. SELECTED PAINT FINISH

SECURITY LOCK TO SINGLE PANEL,OTHER PANEL FITTED WITH FLOORBOLT

SECURITY LOCK TO BE KEY LOCKINGEXTERNAL SIDE ONLY AND SNIB TOUNLOCK FROM INTERNAL SIDE

CL

900

H. O

F FR

EEST

AND

ING

WAL

L

2000

40 970 40

1050

CL

900

800

40 720 40

SLIDING DOORHOLLOWCORE DOOR PANEL LINED BOTH SIDES WITH3mm MARINE PLYWOOD. TOP HUNG FROM SURFACEMOUNTED SLIDING DOOR TRACK, FITTED WITHFLOOR MOUNTED GUIDES. SELECTED PAINT FINISH.

DOOR FURNITURE INCLUDES SATIN STAINLESSSTEEL D-PULL HANDLE WITH CONCEALED FIXINGSINSTALLED BOTH SIDES OF DOOR PANEL

SECURITY LOCK TO BE KEY LOCKING EXTERNAL SIDEONLY AND SNIB TO UNLOCK FROM INTERNAL SIDE

FFL

GROUND LEVEL

LEVEL 02

2900

SINGLE FLUSH PANEL HINGED DOORHOLLOWCORE DOOR PANEL LINED BOTHSIDES WITH 3mm MARINE PLYWOOD.SELECTED PAINT FINISH

DOOR FURNITURE INCLUDES SATINSTAINLESS STEEL LEVER HANDLE ANDESCUTCHEON PLATE WITH CONCEALEDFIXINGS INSTALLED BOTH SIDES OF DOORPANEL


CL

900

SECURITY LOCK

D-PULL HANDLE W/CONCEALED FIXING

50

600

DOOR HARDWARESURFACE MOUNT TOUNDERSIDE OF BEAM

EQEQ

4200 COS

101D1-06

101D1-07

CL

900

1050

40 970 40

SECURITY LOCK

LEVER HANDLE ANDESCUTCHEON PLATEW/ CONCEALED FIXING

KDHW FRAME ANDJAMB TO TYP. DETAIL

SECURITY LOCK

FLOOR BOLT FITTED TOINSIDE FACE OF PANEL

DF-01 DF-02 DF-02 DF-02

DF-03

DF-03 DF-03

SLIDING DOORHOLLOWCORE DOOR PANEL LINED BOTH SIDES WITH3mm MARINE PLYWOOD. TOP HUNG FROM SURFACEMOUNTED SLIDING DOOR TRACK, FITTED WITH FLOORMOUNTED GUIDES. SELECTED PAINT FINISH.

DOOR FURNITURE INCLUDES SATIN STAINLESS STEEL D-PULL HANDLE WITH CONCEALED FIXINGS INSTALLEDBOTH SIDES OF DOOR PANEL

SECURITY LOCK TO BE KEY LOCKING EXTERNAL SIDEONLY AND SNIB TO UNLOCK FROM INTERNAL SIDE

SINGLE FLUSH PANEL HINGED DOORHOLLOWCORE DOOR PANEL LINED BOTHSIDES WITH 3mm MARINE PLYWOOD.SELECTED PAINT FINISH

DOOR FURNITURE INCLUDES SATINSTAINLESS STEEL LEVER HANDLE ANDESCUTCHEON PLATE WITH CONCEALEDFIXINGS INSTALLED BOTH SIDES OF DOORPANEL



SECURITY LOCK

LEVER HANDLE ANDESCUTCHEON PLATEW/ CONCEALED FIXING

SINGLE FLUSH PANEL HINGED DOORHOLLOWCORE DOOR PANEL LINEDBOTH SIDES WITH 3mm MARINEPLYWOOD. SELECTED PAINT FINISH

DOOR FURNITURE INCLUDES SATINSTAINLESS STEEL PUSH PLATEEXTERNALLY AND SATIN STAINLESSSTEEL D-PULL HANDLE ON MATCHINGPLATE INTERNALLY WITH CONCEALEDFIXINGS BOTH SIDES

300

EQEQ

100

PUSH PLATE EXT. ANDD-PULL HANDLE INT. W/CONCEALED FIXING

TACTILE SIGNAGETO TYP. DETAIL

EQ EQ

1500

CL


DOOR FURNITURE INCLUDES SATINSTAINLESS STEEL TOILET LOCK WITHRED/GREEN INDICATOR TO OUTSIDETRIM AND SNIB BOLT TO INSIDE TRIM



TACTILE SIGNAGETO TYP. DETAIL

CL

200

1500

200


202020

20 100 100

FLOOR MOUNTED GUIDE

101D1-01

2100

CL

950

SECURITY LOCK

D-PULL HANDLE W/CONCEALED FIXING

50

700

DOOR HARDWARESURFACE MOUNT TOUNDERSIDE OF BEAM

EQEQ

4200 COS

DF-01

20 100 100

FLOOR MOUNTED GUIDE

1800

1800


DOOR FURNITURE INCLUDES SATINSTAINLESS STEEL TOILET LOCK WITHRED/GREEN INDICATOR TO OUTSIDETRIM AND SNIB BOLT TO INSIDE TRIM

TO F

IT T

O U

ND

ERSI

DE

OF

BEAM

HEI

GH

T VA

RIE

S - C

OS

FULL

HEI

GH

T TO

U/S

OF

RAM

P

SIZE

TO

FIT

- C

OS

2600

101D2-02

CENTRELINE OF WALL

VARIES

VAR

IES

EXTERNAL

INTERNAL10

40

10mm TIMBER PACKERSET BACK TO FORM A10mm SHADOW GAP

KDHW DOOR FRAME W/SELECTED PAINT FINISHSET OUT TO WALL THK

40mm THK DOOR PANELFLUSH TO EXTERNAL FACE

10

HEAVY DUTY BUTT HINGESUITABLE FOR EXTERNALUSE, SIZE AND QTY TO SUITWEIGHT OF DOOR PANEL

KDHW DOOR JAMB W/SELECTED PAINT FINISH

30 30WALL TYPE VARIES

E

5

SLIDING DOOR TOP TRACKSHOWN DASHED ABOVE, TOBE SURFACE MOUNTED TOUNDERSIDE OF BEAM

40mm THK SLIDING DOOR PANEL

EXTERNAL

INTERNAL

W1 W1

25 450 25

2545

025

200

50

225 225

225

225



STRUCTURAL OPENING

2000

10mm TIMBER PACKERSET BACK TO FORM A10mm SHADOW GAP

KDHW DOOR FRAME W/SELECTED PAINT FINISHSET OUT TO WALL THK

10 30 30 10

FLOOR MOUNTED GUIDE

500

40

KDHW JAMB THK TO SUITSECURITY LOCK W/SELECTED PAINT FINISH

LINE OF BEAM ABOVE

125

Scale


Project Number

@A1


Client:

Project:


ARCHITECT:


PRC REG No.

0013424

PTR No.

6767028



OWNER:





As indicated

A801

DOOR SCHEDULE

IOM - UNICEF


[email protected]@ION.INTSEPTEMBER 2015

EPRU 002-2015

DOOR NOTES

DIMENSIONS SHOWN ARE NOMINAL, IT IS THE RESPONSIBILITYOF THE CONTRACTOR TO CONFIRM ALL DIMENSIONS ON SITEPRIOR TO FABRICATION OF DOORS

SCHEDULE MUST BE READ IN CONJUNCTION WITH A101GROUND LEVEL FLOOR PLAN AND A102 LEVEL 02 FLOOR PLANTO CONFIRM DOOR SWING AND SET OUT

SCHEDULE MUST BE READ IN CONJUNCTION WITH A001GENERAL NOTES AND LEGENDS, TO CONFIRM MATERIALS /FINISHES SPECIFICATION

ALL SWING DOORS TO BE MINIMUM 135 DEGREE OPENING

ALL SWING DOORS <H1800mm TO BE FITTED WITH STAINLESSSTEEL HINGES, MINIMUM THREE (3) HINGES TO EACH PANEL

ALL SWING DOORS >H1800mm TO BE FITTED WITH STAINLESSSTEEL HINGES, MINIMUM FOUR (4) HINGES TO EACH PANEL

ALL DOOR HARDWARE TO BE GRADE 2

BUILDER TO ALLOW FOR SUPPLY AND INSTALL OF ALL TACTILESIGNAGE IN ACCORDANCE WITH THE ACCESSIBILITY LAW(BATAS PAMBANSA BILANG 344)

ALL DOORS TO COMFORT ROOM AND RESPECTIVE TOILETCUBICLES MUST BE REMOVABLE FROM THE OUTSIDE

DOOR LEAF AND DOOR FRAME TO BE SAME FINISH UNLESSOTHEWISE NOTED

ALL TIMBER SUBSTRATES TO BE FREE FROM TERMITEINFESTATION AND PRIMED TO TAKE SELECTED PAINT FINISH

PERIMETER SEAL SUPPLIED AS PART OF DOOR FRAME TO ALLEXTERNAL DOORS

ALL DOORS WITH SECURITY LOCK TO BE KEYED ALIKE

ALL DOORS, DOOR FRAMES AND HARDWARE TO BE EXECUTEDIN ACCORDANCE WITH ARCHITECTURAL WORKS TECHNICALSPECIFICATION; - SECTION 06 (CARPENTRY) - SECTION 10 (DOORS AND DOOR FRAMES) - SECTION 11 (DOOR AND WINDOW HARDWARE) - SECTION 15 (PAINTING)

1 : 101 PLAN TYPICAL DETAIL - HINGED DOOR

1 : 102 PLAN TYPICAL DETAIL - SLIDING DOOR


GRND FFLEL +47.60

2600

FFL

U/S BEAM

WINDOW PANEL TOFOLLOW LINE OF RAMP

1000

400010

00

W1-01

1000 1000 1000

8015

20

GENERAL NOTE:ROLLER SHUTTER FITTED TOOUTSIDE OF WINDOW, REFERSECTION AND PLAN DETAILS

METAL WINDOWJAMB AND ROLLERSHUTTER GUIDERAIL FITTED ONSITE

2525

W1-03

WINDOW PANEL TOFOLLOW LINE OF BEAMTO RAMP / LANDING

1000 1000 1000 1000

4000

1400

CO

SC

OS


METAL WINDOWJAMB AND ROLLERSHUTTER GUIDE RAILFITTED ON SITE

25 25

WINDOW PANEL TOFOLLOW LINE OF BEAMTO RAMP / LANDING

W1-02

1600

1000 1000 10001000

4000

720

CO

SC

OS

2525


LVL 02 FFLEL +50.80

FFL

U/S BEAM

2900

?W2-01

?W2-02

?W2-03

?W2-04

?W2-05

?W2-06

A8022

?W2-07

SINGLE PANEL TO BE HINGED(OPENING INSIDE) TO ALLOWACCESS TO ROLLER SHUTTERFITTED TO OUTSIDE. INSTALLDROP BOLT TO SECURE PANEL INOPEN AND CLOSED POSITIONS



1820

8010

00

1000 1000 1000 1000

4000

25 25

1600

1000

2400

DECORATIVE CHBTO TYP. DETAIL

A8021

200200200200200200200200200200200200

200

200

200

200

200

W1-04

?W1-05

200

200

2020 160 20

2020

160

D=200mm

6mm BLACK IRON STEELFLAT BAR INFILL WITHSELECTED PAINT FINISH

10mm BLACK IRONSQUARE BAR WITHSELECTED PAINT FINISH

10mm BLACK IRONSQUARE BAR WITHSELECTED PAINT FINISH

GENERAL NOTE:WELD FIX COMPONENT PARTS.ALL WELD FIXINGS TO BE SANDBACK TO REMOVE ROUGH EDGES.APPLY ANTI-CORROSION PRIMERTO COMPLETE PANEL PRIOR TOSELECTED PAINT FINISH

2600

- G

RO

UN

D L

EVEL

/ 29

00 -

LEVE

L 02

1520

- G

RO

UN

D L

EVEL

/ 18

20 -

LEVE

L 02

8010

00

1000

165

165

165

165

165

165

165

165

165

165

5R

EM5

165

165

165

165

165

165

55

Scale


Project Number

@A1


Client:

Project:


ARCHITECT:


PRC REG No.

0013424

PTR No.

6767028



OWNER:





As indicated

A802

WINDOWSCHEDULE

IOM - UNICEF



EPRU 002-2015

WINDOWS NOTES

DIMENSIONS SHOWN ARE NOMINAL, IT IS THE RESPONSIBILITYOF THE CONTRACTOR TO CONFIRM ALL DIMENSIONS ON SITEPRIOR TO FABRICATION OF WINDOWS

SCHEDULE MUST BE READ IN CONJUNCTION WITH A101GROUND LEVEL FLOOR PLAN AND A102 LEVEL 02 FLOOR PLANTO CONFIRM SET OUT

SCHEDULE MUST BE READ IN CONJUNCTION WITH A001GENERAL NOTES AND LEGENDS, TO CONFIRM MATERIALS /FINISHES SPECIFICATION

ALL HINGED WINDOWS TO BE MINIMUM 180 DEGREE OPENING

ALL HINGED WINDOWS TO BE FITTED WITH STAINLESS STEELHINGES, MINIMUM THREE (3) HINGES TO EACH PANEL

ALL WINDOW HARDWARE TO BE GRADE 2

DISSIMILAR METAL SUBSTRATES SHALL BE SEPARATED TOPREVENT ELECTROLYTIC ACTION

CONTRACTOR MUST PROVIDE SHOP DRAWINGS FOR REVIEWAND APPROVAL BY THE ARCHITECT PRIOR TO FABRICATION

ALL WINDOWS AND HARDWARE TO BE EXECUTED INACCORDANCE WITH ARCHITECTURAL WORKS TECHNICALSPECIFICATION; - SECTION 11 (DOOR AND WINDOW HARDWARE) - SECTION 12 (METAL WINDOWS) - SECTION 15 (PAINTING)

1 : 101 DECORATIVE CHB DETAIL 1 : 102 TYPICAL WINDOW PANEL

PROTOTYPE REQUIRED

THE CONTRACTOR MUST SUBMIT A PROTOTYPE OF ONE (1)METAL PANEL. WHERE FINISH INVOLVES NORMAL COLOUR ANDTEXTURE VARIATIONS, INCLUDE SAMPLE SET COMPOSED OFTWO OR MORE UNITS SHOWING LIMITS OF SUCH VARIATIONS.

MIN. 1000mm WIDE SAMPLES INCLUDING FRAME, INTERMEDIARYSQUARE BARS, FLAT BAR AND TYPICAL WELDED CONNECTIONAND SAMPLES OF JAMB, FIXINGSAND BRACKETS TO BEPRESENTED TO THE ARCHITECT FOR REVIEW AND APPROVALPRIOR TO CONTINUATION OF COMPLETE WORKS ON SITE

ROLLER SHUTTER:


CONTRACTOR MUST SUBMIT SHOP DRAWINGS INDICATING DRUMSECURELY FIXED TO BEAM AND UNDERSIDE OF SLAB AND GUIDERAILS SECURELY FIXED TO COLUMN, FOR REVIEW ANDAPPROVAL BY THE ARCHITECT PRIOR TO CONTINUATION OFCOMPLETE WORK ON SITE


1000

CL

? ? ? ? ? ?BCS PTD TTD SWR TA-1 TA-1

BABY CHANGESTATION

PAPER TOWELDISPENSER

TOILET TISSUEDISPENSER

SHOWERASSEMBLY

TAP ASSEMBLYTO HANDBASIN /LAVATORY

TAP ASSEMBLYTO SLOP SINK

600

CL

800 1000

LINE OF CHANGE TABLEIN OPEN POSITION

POINT OF DISPENSE

650

CL

LIGHT SWITCH

1200

CL

TACTILE SIGNAGE

1500

CL

1000

CL

1700

CLSHOWER HEAD

SHOWERMIXER TAP

150

?RH

ROBE HOOK

1600

CL

?TA-3

TAP ASSEMBLYTO OUTDOOR TAP

650

CL

CENTRELINE

1500 AFFL ANODISED ALUMINIUM PLATE WITHCHARACTERS AND SYMBOLS INBLACK. BRAILLE TO COMPLY WITHBP344. ADHESIVE FIX SIGNAGE TODOOR IN ACCORDANCE WITHMANUFACTURER RECOMMENDATION

MALE CR?D1-06

FEMALE CR?D1-07

MALE PWD CUBICLE?D1-08

FEMALE PWD CUBICLE?D1-14

MAX. 200 MAX. 200 MAX. 250 MAX. 250

MAX

. 20

0

EQEQ

Scale


Project Number

@A1


Client:

Project:


ARCHITECT:


PRC REG No.

0013424

PTR No.

6767028



OWNER:





As indicated

A850

FITTINGS,FIXTURES AND

EQUIPMENTSCHEDULES

IOM - UNICEF



EPRU 002-2015

READ IN CONJUNCTION WITH ARCHITECTURAL WORKS TECHNICAL SPECIFICATION AND SANITARY / PLUMBING WORKS DRAWINGS AND TECHNICAL SPECIFICATION

WALL MOUNTED FITTINGS / FIXTURES - TYPICAL ELEVATION

REFER TO ELECTRICAL WORKS TECHNICAL SPECIFICATION FOR LIGHTING AND ELECTRICAL FIXTURES SCHEDULESGENERAL NOTE: COVER PLATES TO SWITCHES AND CONVENIENCE OUTLETS ARE TO BE COLOUR: WHITE.SAMPLES OF EACH FIXTURE SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO PLACING PURCHASE ORDER AND SHALL BE SUBMITTED SUFFICIENTLY IN ADVANCE OF FIELD REQUIREMENTS TO ALLOW AMPLE TIME FOR CHECKING

TACTILE SIGNAGE - TYPICAL DETAIL

FITTINGS / FIXTURES SCHEDULE

CODE DESCRIPTION COMMENTS COUNT

12BCS BABY CHANGE STATION SUPPLY AND INSTALL BY OTHERS - SHOWN ON ARCHITECTURAL DRAWINGS FOR INFORMATION ONLY. 2FAN SURFACE MOUNTED FAN. FAN SIZE TO PROVIDE ADEQUATE VENTILATION TO 22sq.m. AREA, SINGLE SPEED ONLY. MATERIAL: ABS RESIN, OR SIMILAR EQUIVALENT. COLOUR: WHITE. SUITABLE FOR WET LOCATION AND COMMERCIAL USE. CONTRACTOR TO SUPPLY AND INSTALL. FAN BLADE MUST BE MOUNTED ABOVE ADJACENT LIGHTING FIXTURES. INSTALL ALL FANS WITH RIGID MOUNTING ROD, TO

UNDERSIDE OF SLAB (GROUND LEVEL) OR TO ROOF FRAMING (LEVEL 02). IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE ALL FIXINGS ARE SECUREDTO PREVENT LATERAL MOVEMENT DURING OPERATION.

18

FE PORTABLE FIRE EXTINGUISHER CONTRACTOR TO SUPPLY AND INSTALL IN ACCORDANCE WITH RA 9514 - FIRE CODE OF THE PHILIPPINES 9FW ROUND FLOOR WASTE / DRAIN - STAINLESS STEEL CONTRACTOR TO SUPPLY AND INSTALL IN ACCORDANCE WITH SANITARY / PLUMBING ENGRS DWGS AND SPEC. 4GENSET 10Kw EMERGENCY ELECTRICITY GENERATOR (DIESEL FUEL) CONTRACTOR TO SUPPLY AND INSTALL IN ACCORDANCE WITH ELECTRICAL ENGRS DWGS AND SPEC. 1GR GRAB RAIL (ALSO REFERRED TO AS GRAB BARS) - STAINLESS STEEL, SATIN FINISH. CONTRACTOR TO SUPPLY AND INSTALL IN ACCORDANCE WITH ACCESSIBILITY LAW BP 344 2MR FRAMED MIRROR - CLEAR MIRROR SAFETY GLASS, MINIMUM 6mm THK, MOUNTED ON HMR BACKING BOARD, MINIMUM 12mm THK, ADHESIVE FIXED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATION. FRAME SHALL BE

FABRICATED FROM STAINLESS STE WITH CORNERS MITRED, WELDED AND GROUND SMOOTH. EL, MINIMUM 0.79mm GAUGECONTRACTOR TO SUPPLY AND INSTALL, LOCKED IN PLACE WITH NOT LESS THAN TWO (2) VANDAL-RESISTANT LOCKING SCREWS PER MIRROR. 2

P/B LIGHTING PANEL BOARD CONTRACTOR TO SUPPLY AND INSTALL IN ACCORDANCE WITH ELECTRICAL ENGRS DWGS AND SPEC. 1PTD PAPER TOWEL DISPENSER SUPPLY AND INSTALL BY OTHERS - SHOWN ON ARCHITECTURAL DRAWINGS FOR INFORMATION ONLY. 2RH ROBE HOOK MOUNTED TO BACK OF TOILET CUBICLE DOOR SUPPLY AND INSTALL BY OTHERS - SHOWN ON ARCHITECTURAL DRAWINGS FOR INFORMATION ONLY. 7SD ROUND SINK WASTE / DRAIN - STAINLESS STEEL (TO MATCH FLOOR WASTE / DRAIN) CONTRACTOR TO SUPPLY AND INSTALL IN ACCORDANCE WITH SANITARY / PLUMBING ENGRS DWGS AND SPEC. 5SWR SHOWER ASSEMBLY W/ HAND SHOWER, SLIDE BAR AND WALL-MOUNTED MIXER TAP - FLOWISE COMMERCIAL SHOWER SYSTEMS 1.5 GPF KIT, REFER ARCHITECTURAL WORKS TECHNICAL SPECIFICATION FOR FURTHER DETAIL,

MANUFACTURER: AMERICAN STANDARD - OR SIMILAR EQUIVALENTCONTRACTOR TO SUPPLY AND INSTALL IN ACCORDANCE WITH ACCESSIBILITY LAW BP 344 2

TA-1 WALL-MOUNTED TAP ASSEMBLY (ALSO REFERRED TO AS LAVATORY FAUCET) - BRASS CONSTRUCTION WITH CHROME FINISH, WATER EFFICIENT (<2.0 LITRES PER MINUTE) WALL MOUNTED FIXTURE, SINGLE HOLE, COLD WATER ONLY.CONTRACTOR MUST SUBMIT SAMPLE FIXTURE TO THE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO PLACING PURCHASE ORDER.

CONTRACTOR TO SUPPLY AND INSTALL IN ACCORDANCE WITH SANITARY / PLUMBING ENGRS DWGS AND SPEC. 6

TA-2 HOB-MOUNTED TAP ASSEMBLY (ALSO REFERRED TO AS LAVATORY FAUCET) - BRASS CONSTRUCTION WITH CHROME FINISH, WATER EFFICIENT (<2.0 LITRES PER MINUTE) BENCH MOUNTED FIXTURE, SINGLE HOLE, COLD WATER ONLY.CONTRACTOR MUST SUBMIT SAMPLE FIXTURE TO THE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO PLACING PURCHASE ORDER.


TA-3 WALL-MOUNTED TAP ASSEMBLY (ALSO REFERRED TO AS LAVATORY FAUCET) - BRASS CONSTRUCTION WITH FINISH TO SUIT OUTDOOR APPLICATION, WATER FLOW TO BE MINIMUM 7.5 LITRE PER MINUTE. WALL MOUNTED FIXTURE,SINGLE HOLE, COLD WATER ONLY. CONTRACTOR MUST SUBMIT SAMPLE FIXTURE TO THE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO PLACING PURCHASE ORDER.


TANK ELEVATED WATER TANK - STAINLESS STEEL. INSTALL ADDITIONAL TIES AND ANCHORAGES TO ENSURE TANK REMAINS SECURE TO ROOF SLAB IN WIND SPEEDS UP TO 300km/HOUR. CONTRACTOR TO SUPPLY AND INSTALL IN ACCORDANCE WITH SANITARY / PLUMBING ENGRS DWGS AND SPEC. 1TTD TOILET TISSUE HOLDER SUPPLY AND INSTALL BY OTHERS - SHOWN ON ARCHITECTURAL DRAWINGS FOR INFORMATION ONLY. 7UR WALL HUNG URINAL - WASHBROOK FLOWISE 0.125 GPF ULTRA HIGH EFFECIENCY URINAL SYSTEM, COLOUR: WHITE, MOUNTED AT 387mm AFFL TO TOP OF RIM, REFER ARCHITECTURAL WORKS TECHNICAL SPECIFICATION FOR FURTHER

DETAIL, MANUFACTURER: AMERICAN STANDARD - OR SIMILAR EQUIVALENTCONTRACTOR TO SUPPLY AND INSTALL IN ACCORDANCE WITH SANITARY / PLUMBING ENGRS DWGS AND SPEC. AND MANUFACTURER RECOMMENDATION 1

WC1 WATER CLOSET - MADERA FLOWISE 1.1 GPF FLUSHOMETER TOILET SYSTEM (MANUAL FLUSH VALVE), COLOUR: WHITE, SEAT: HEAVY DUTY W/ OPEN FRONT LESS COVER, REFER ARCHITECTURAL WORKS TECHNICAL SPECIFICATION FORFURTHER DETAIL, MANUFACTURER: AMERICAN STANDARD - OR SIMILAR EQUIVALENT

CONTRACTOR TO SUPPLY AND INSTALL IN ACCORDANCE WITH SANITARY / PLUMBING ENGRS DWGS AND SPEC. AND MANUFACTURER RECOMMENDATION 5

WC2 WATER CLOSET FOR PWD CUBICLE - MADERA FLOWISE 1.1 GPF FLUSHOMETER TOILET SYSTEM (MANUAL FLUSH VALVE), COLOUR: WHITE, SEAT: HEAVY DUTY W/ OPEN FRONT LESS COVER, REFER ARCHITECTURAL WORKS TECHNICALSPECIFICATION FOR FURTHER DETAIL, MANUFACTURER: AMERICAN STANDARD - OR SIMILAR EQUIVALENT

CONTRACTOR TO SUPPLY AND INSTALL IN ACCORDANCE WITH SANITARY / PLUMBING ENGRS DWGS AND SPEC., MANUFACTURER RECOMMENDATION AND INACCORDANCE WITH ACCESSIBILITY LAW BP 344

2


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