A501 INTERNAL ELEVATIONS - GROUND LEVEL APPROVED FOR ...

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

ISSUED FOR CONSTRUCTION 20 OCT. 2015-

ISSUED FOR BIDDING - REVISION A 22 JULY 2016IFB_A

A000

COVER SHEET

IOM - UNICEF

Multi-Purpose Center,Brgy Campesao,Borongan City

[email protected]@IOM.INT

JULY 2016EPRU 001-2016

CIRCUMFERENTIAL ROAD, BRGY CAMPESAO, BORONGAN CITY

ISSUED FOR BIDDING

IOM-UNICEF-DSWD / 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 PLANA011 PROPOSED SITE 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



22 JULY 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 FINISH (VISIBLE FACE)100mm THK CHBSELECTED PAINT FINISH RENDER SIDE ONLY

150

125

GENERAL NOTES:

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

PROVIDE STIFFENER COLUMNS AND BEAMSAT EVERY THREE METERS IN ACCORDANCEWITH STRUCUTRAL ENGRS DWGS & SPECS.(REFER ST03A)

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



JULY 2016EPRU 001-2016

PROJECT NOTES

ALL DIMENSIONS ARE IN MILLIMETERS, UNLESS NOTEDOTHERWISE

ALL WALL SETOUTS ARE DIMENSIONED TO THE CENTRELINE OFWALL, UNLESS NOTED OTHERWISE

CONTRACTORS SHALL VERIFY DIMENSIONS BEFORE ANY JOBCOMMENCES. ANY AND ALL DISCREPENCIES TO BE REPORTEDTO THE ARCHITECT FOR CLARIFICATION WELL IN ADVANCE OFFIELD REQUIREMENTS

ANY CHANGES PROPOSED BY THE CONTRACTOR SHALL BEDOCUMENTED AND FORWARD TO THE ARCHITECT FOR REVIEWAND APPROVAL PRIOR TO PLACING PURCHASE ORDERS ANDCOMMENCMENT 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 BE SUBMITTEDSUFFICIENTLY IN ADVANCE OF FIELD REQUIREMENTS TOALLOW 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 ACCESSIBILITYLAW (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

THE CONTRACTOR WILL BE RESPONSIBLE FOR KEEPING THESITE CLEAN AT ALL TIMES AND REMOVING ALL GENERAL ANDCONSTRUCTION WASTE FROM SITE AT COMPLETION OF WORKS

THE CONTRACTOR WILL PROVIDE A SPACE ON SITE FOR IOMFIELD ENGINEER TO OVERSEE WORKS DURING CONSTRUCTION

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. NUMBERNGL NATURAL GRADE LINEOC ON CENTERP/B LIGHTING PANEL BOARDPWD PERSONS WITH DISABILITYQTY QUANTITYR RADIUSRC REINFORCED CONCRETEREM REMAINDERRH ROOF HEIGHTSPEC. SPECIFICATIONSS STAINLESS STEELSTD STANDARDTBA TO BE ADVISEDTHK THICKTYP TYPICALUNO UNLESS NOTED OTHERWISEUR 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 SAMPLE

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 WITHMANUFACTURER RECOMMENDATION

REQUIRED

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


REQUIRED

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


REQUIRED

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 AT150mm CENTRES

REQUIRED

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 REQUIRED

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 PVC TRIM (COLOUR: TO MATCH TILE) AT ALL EXTERNAL EDGES /CORNERS. USE ANTI-BACTERIAL GROUT IN COLOUR: TO MATCH TILE

REQUIRED

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. PREPARESURFACES AND APPLY PAINT SYSTEM IN ACCORDANCE WITH MANUFACTURERRECOMMENDATION

REQUIRED

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 PAINTSYSTEM IN ACCORDANCE WITH MANUFACTURER RECOMMENDATION

REQUIRED

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 TOSTRENGTHEN JOINTS AND USE RUBBER WASHERS AND SILICONE ON ROOFFIXINGS. CONTRACTOR MUST ALLOW FOR ADDITIONAL FIXINGS AT ROOFEDGES TO ENSURE ROOF SHEETING REMAINS SECURE IN SUSTAINED WINDSPEEDS UPTO 320 KM/HOUR. PROPRIETARY WELDED WIRE MESH, MINIMUM3mm GAUGE AND MAXIMUM 2" x 2" WEAVE, INSTALLED BENEATH ROOFSHEETING (BETWEEN PURLINS AND INSULATION) TO PROVIDE REINFORCINGAND ADDITIONAL PROTECTION FROM FLYING DEBRIS.

REQUIRED

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 'BoysenKonstrukt® Permaplast™ K 201 High-Performance Acrylic Skimcoat' IN ACCORDANCEWITH MANUFACTURER RECOMMENDATION. APPLY TOP COAT OF CLEAR MATTPENETRATIVE SEALER

GENERALLY TO EXPOSED SLAB EDGES, EDGE BEAMS, AND RC WALLS - ASNOTED ON DRAWINGS

REQUIRED

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


REQUIRED

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


REQUIRED

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


REQUIRED

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


REQUIRED

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 PVC TRIM (COLOUR: TO MATCH TILE) AT ALL EXTERNAL EDGES /CORNERS. USE ANTI-BACTERIAL GROUT IN COLOUR: TO MATCH TILE

REQUIRED

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



JULY 2016EPRU 001-2016

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

PROPOSEDBFP 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(BFP STATION CONSTRUCTION CONTRACTOR)

REFER DENR PLAN OF LAND

LOT 1 OF LOT 2216

TIMBER STAKE DEMARCATESPROPOSED SITE BOUNDARY(TO BE CONFIRMED BY LGU PRIOR TOCOMMENCEMENT OF WORKS ON SITE)



(DEPARTMENT OF AGRICULTURE)

TEMPORARYGREENHOUSE

LOT

BOU

ND

ARY

PROPOSEDPNP STATION

(UNDER CONSTRUCTION BY LGU)

PROPOSEDLEGISLATIVE BUILDING

(FUTURE DEVELOPMENT WORKS BY LGU)

Scale


Project Number

@A1


Client:

Project:


ARCHITECT:


PRC REG No.

0013424

PTR No.

6767028



OWNER:







1 : 250

A010

EXISTING SITEPLAN

IOM - UNICEF



JULY 2016EPRU 001-2016

NThe site is located within the proposed Borongan City Government Complex, a 1.75 hectaredevelopment in Barangay Campesao that on completion of works will include the PhilippineNational Police (PNP) Station, the Bureau of Fire Protection (BFP) Station, and a new LegislativeBuilding. The PNP Station and the BFP Station is under construction, the new Legislative Buildingis scheduled to commence in 2016. The land is owned by the City Government.


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

PRIVATE LOT

FENC

E

EXISTING VEHICLE ACCESS

FENC

E

TEMPORARY SITE SHED

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

GENERAL NOTES:

REFER TO ENGINEERING DRAWINGS FOR PROPOSED SITE DRAINAGE AND UTILITIESCONNECTION

THE CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES AT SITE AND COORDINATE WORKSWITH THE SEWER LINE EFFLUENT OR DISPOSAL POINT, WATER LINE CONNECTING POINT ANDELECTRICITY CONNECTING POINT

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CLEAR AND LEVEL THE SITE

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO SET OUT BATTER BOARDS AND INDICATEALL GRIDLINES FOR APPROVAL BY THE ARCHITECT PRIOR TO COMMENCMENT OFEXCAVATION ON SITE

GROUND SURFACES WITHIN 1.5m OF BUILDING MUST BE GRADED TO MINIMUM 1:30 FALL(30% SLOPE) AWAY FROM BUILDING TO PREVENT PONDING

CONCRETE PEDESTAL FOR ELECTRICITY METER BYCONTRACTOR. FINAL LOCATION TO BE CONFIRMED ONSITE WITH CITY ENGINEERING DEPARTMENT AND INCOORDINATION WITH ESAMELCO POST LOCATION

PROPOSEDPNP STATION

(UNDER CONSTRUCTION)

(BFP STATION CONSTRUCTION CONTRACTOR)

(UNDER CONSTRUCTION BY LGU)

PROPOSEDLEGISLATIVE BUILDING

(FUTURE DEVELOPMENT WORKS BY LGU)




SITE AREA SHOWN DASHED (APPROX. 70M x 35M);CONTRACTOR MUST ALLOW FOR ON-SITE COORDINATIONWITH CITY ENGINEERING DEPARTMENT AND IOM TODETERMINE BUILDING SET OUT AND SITE PLANNING(I.E. LOCATION OF SEPTIC TANK / WATER TANK)PRIOR TO COMMENCEMENT OF CONTRACTORS WORKS

Scale


Project Number

@A1


Client:

Project:


ARCHITECT:


PRC REG No.

0013424

PTR No.

6767028



OWNER:







1 : 250

A011

PROPOSED SITEPLAN

IOM - UNICEF



JULY 2016EPRU 001-2016

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

AB

OV

E

LIN

E O

F R

AM

P A

BOVE

LINE O

F RAMP A

BOVE

10

10'

8

8'

9

11

11'

2000

2000

2000

45.0

0°

6000

- R

AM

P

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

W3

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

AM

P

4800 - RAMP

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

1975

350 350

GENERAL NOTE:

ALL RAMPS AND LANDINGS TO BE EXECUTED WITHMINIMUM 1:100 FALL (1% SLOPE) AWAY FROM BUILDING

LEGEND:

PORTABLE FIRE EXTINGUISHERTHE CONTRACTOR WILL SUPPLY AND INSTALL IN ACCORDANCE WITH RA 9514 -FIRE CODE OF THE PHILIPPINES, INCLUDINGWALL-MOUNTED HOOK TO ELEVATE FIREEXTINGUISHER ABOVE FINISHED FLOORLEVEL (MIN. 300MM TO BASE OF FITTING)

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

W1

W1

A4506

CB

Scale


Project Number

@A1


Client:

Project:


ARCHITECT:


PRC REG No.

0013424

PTR No.

6767028



OWNER:







1 : 100

A101

FLOOR PLAN -GROUND LEVEL

IOM - UNICEF



JULY 2016EPRU 001-2016

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°

9

11

11'

2000

OPENING

2600

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

OPENING

4050

OPE

NIN

G

4050

250

OPENING40

5012

25

OPENING

4050 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

AM

P

4800 - RAMP

6000 - RAMP

1:100 FALL

RO

LLER

SH

UTT

ER

RO

LLER

SH

UTT

ER

ROLLER SHUTTE

R

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

D2-02

CL500

STAINLES STEELROOF LADDERANCHORED TO WALL

GENERAL NOTE:

ALL RAMPS AND LANDINGS TO BE EXECUTED WITHMINIMUM 1:100 FALL (1% SLOPE) AWAY FROM BUILDING

LEGEND:

PORTABLE FIRE EXTINGUISHERTHE CONTRACTOR WILL SUPPLY AND INSTALL IN ACCORDANCE WITH RA 9514 -FIRE CODE OF THE PHILIPPINES, INCLUDINGWALL-MOUNTED HOOK TO ELEVATE FIREEXTINGUISHER ABOVE FINISHED FLOORLEVEL (MIN. 300MM TO BASE OF FITTING)

Scale


Project Number

@A1


Client:

Project:


ARCHITECT:


PRC REG No.

0013424

PTR No.

6767028



OWNER:







1 : 100

A102

FLOOR PLAN -LEVEL 02

IOM - UNICEF



JULY 2016EPRU 001-2016

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'

9

11

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

20001725

1725

1725

1725

1725

1725

1725

2A301

W2

W2

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% SLOPE TOPOINT OF DOWNSPOUT TOBE INTEGRATED WITH ROOFSLAB DURING POUR; FINISHSLAB WITH LIQUID EPOXYWATER-PROOFING (BOYSENOR SIMILAR EQUIVALENT)

GENERAL NOTE:

CONTRACTOR MUST ALLOW FOR ADDITIONALFIXINGS AT ROOF EDGES TO ENSURE ROOFSHEETING REMAINS SECURE IN SUSTAINEDWIND SPEEDS UPTO 320 KM/HOUR.PROPRIETARY WELDED WIRE MESH, MINIMUM3mm GAUGE AND MAXIMUM 2" x 2" WEAVE,INSTALLED BENEATH ROOF SHEETING(BETWEEN PURLINS AND INSULATION) TOPROVIDE REINFORCING AND ADDITIONALPROTECTION FROM FLYING DEBRIS

ALL MECHANICAL FIXINGS, SECONDARYFRAMING COMPONENTS, BRACING ANDANCHORS TO ROOF STRUCTURE TO BESECURED TO ENSURE ROOF IS RESILIENT TOSUSTAINED WIND SPEEDS UP TO 320km/HOUR.

INSTALL ADDITIONAL TIES AND ANCHORAGESTO ELEVATED WATER TANK TO ENSURE TANKREMAINS SECURE IN SUSTAINED WIND SPEEDSUP TO 320km/HOUR.

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

STAINLESS STEELROOF HATCHFITTED WITH LOCK

1:10 FALL

1:10

FAL

L

1:10 FALL

1:10

FAL

L

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

500

CL

Scale


Project Number

@A1


Client:

Project:


ARCHITECT:


PRC REG No.

0013424

PTR No.

6767028



OWNER:







1 : 100

A103

ROOF PLAN

IOM - UNICEF



JULY 2016EPRU 001-2016

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

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

5500

CO

S

STEPS

2000

321 WF-01

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

WF-01

WF-02

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

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

WF-01

WF-02

WETAREA

NATURAL GRADE LINE

7600

12

34

W1-03WF-02

WF-02

WF-01

Scale


Project Number

@A1


Client:

Project:


ARCHITECT:


PRC REG No.

0013424

PTR No.

6767028



OWNER:







1 : 100

A201

EXTERNALELEVATIONS -

SHEET 01

IOM - UNICEF



JULY 2016EPRU 001-2016

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

WF-01

1010' 912

0032

0032

00

WALL FITTED WITH CONCRETE LOUVERSTO PROVIDE NATURAL VENTILATION;SUPPLY / INSTALL OF GENSET EXHAUSTVENT TO OUTSIDE TO BE COORDINATEDWITH SET OUT OF CONCRETE LOUVRES(LOCATION TO BE CONFIRMED ON SITE)

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

WF-01GRND 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

WF-01

WF-02 WF-02

WF-02WF-02

WF-01

WF-02WF-02

WF-01

Scale


Project Number

@A1


Client:

Project:


ARCHITECT:


PRC REG No.

0013424

PTR No.

6767028



OWNER:







1 : 100

A202

EXTERNALELEVATIONS -

SHEET 02

IOM - UNICEF



JULY 2016EPRU 001-2016




A B C D E F G

1200

3200

3200

7600

A4011

C' D'

A4012

W2W2

D1-04

W2-01

W1-01

W2W2

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

W2

W1

W2

W1-04 W3

W3

W1

W1

W2W2

W1

W1-02

W2-02

CONCRETE LOUVRES IN WALL TOPROVIDE NATURAL VENTILATION TOGENSET ROOM (SET OUT BETWEENWALLS TO BE CONFIRMED ON SITE)

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

W2W2

W2-04

W1-03

W2W2

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

W2 W2W2

W2

W1D2-01

D1-01

W3W3

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



JULY 2016EPRU 001-2016

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 B

EAM

TO

RAM

P /

LAN

DIN

G /

SLA

B

400

350

100 100CL

175

225

350

EQEQ


25

25 25

200

200

100

100

CL

25135.00°

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

SELECTED PAINT FINISH TOMATCH ADJACENT WALL FINISH

STRUCTURAL COLUMN C3TO ENGRS DWGS & SPEC.

LIN

E O

F B

EAM

TO

RAM

P / L

AND

ING

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

SELECTED PAINT FINISH TOMATCH ADJACENT WALL FINISH

C

1

10'

LINE O

F BEAM TO

RAMP / LANDIN

G ABOVE

125

125

250

W3

W2SHEDWET AREA

125

125250

COLUMN

400

200 200

ADDITIONAL NIB WALL

680 - COS

SELECTED FINISH 'Boysen Konstrukt® Permaplast™K 201 High-Performance Acrylic Skimcoat' TO BEAPPLIED IN ACCORDANCE WITH MANUFACTURERRECOMMENDATION; FINISH WITH TOP COAT OFCLEAR MATT PENETRATIVE SEALER.

ADDITIONAL NIB WALL TOTERMINATE AT CORNER(GROUND LEVEL ONLY)

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

W3

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

LINE OF ROLLER SHUTTER ABOVE

WINDOW JAMB AND ROLLERSHUTTER GUIDE RAILS TO BESECURELY FIXED TO COLUMN

25LINE OF BEAM ABOVE

125

125

350

175

175

2525

400

175225

25 25

300

450

225225

150

150

25 25


A3506

CO

S

CO

S

CO

S

ROLLER SHUTTER GUIDE RAILANCHORED TO CONCRETECOLUMN; SIZING AND SET BACKTO BE CONFIRMED ON SITE ANDCOORDINATED WITH SIZING ANDSET BACK REQUIRED FOR DRUMTO CLEAR LINE OF BEAM ABOVE;EXTERNAL FINISH FACE OFCOLUMN SITS FLUSH WITH EDGEFACE OF GUIDE RAIL AS SHOWN

25mm BLACK IRON STEELTUBULAR POST. MIN. 3mmGAUGE & SCHEDULE 40 WELDFIX TO HORIZONTAL POSTAND PLATE FIXING DETAIL

DARK GRAY SILICONE INFILL;EXPANSION JOINT TO GAPS

HORIZONTAL POST AND PLATEANCHORED TO CONCRETE COLUMN

CO

S

CL

CL

Scale


Project Number

@A1


Client:

Project:


ARCHITECT:


PRC REG No.

0013424

PTR No.

6767028



OWNER:







As indicated

A350

PLAN DETAILS

IOM - UNICEF



JULY 2016EPRU 001-2016

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

1 : 26 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

OPE

NIN

G -

CO

S

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

W2

W2

125 125

200 150

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

100

300700

ADDITIONAL PURLIN ANDFIXINGS AT ROOF EDGE

METAL FLASHING, GAUGE 25 GI SHEETPRE-PAINTED FINISH TO MATCH ROOFSHEETING; TOUCH UP ALL CUT EDGESWITH PAINT FINISH APPLIED ON SITE

50

WELDED WIRE MESHFIXED ABOVE PURLIN

INSULATION

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-01

FF-02

LIN

E O

F C

OLU

MN

BEY

ON

D

250

75

125

245


W3

WF-02

WF-01

FF-01

?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

W2

W2

WF-01

WF-02

WF-03

WF-02




GUTTER STRAIN TOPLUMBING ENGRS. SPEC.

MINIMUM 1% SLOPE TO POINT OFDOWNSPOUT TO BE INTEGRATEDWITH ROOF SLAB DURING POUR;FINISH SLAB WITH LIQUID EPOXYWATER-PROOFING (BOYSEN ORSIMILAR EQUIVALENT)

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

125

150 200

150

100

50

METAL FLASHING, GAUGE 25 GI SHEETPRE-PAINTED FINISH TO MATCH ROOFSHEETING; TOUCH UP ALL CUT EDGESWITH PAINT FINISH APPLIED ON SITE

300700ADDITIONAL PURLIN AND

FIXINGS AT ROOF EDGE

WELDED WIRE MESHFIXED ABOVE PURLIN

WF-01WF-01

INSULATION

WF-01

FF-02

GRND FFLEL +47.60

LVL 02 FFLEL +50.80

F G2000

200 1675 125

400

W1

NGL

WF-02

WF-03

WF-03

WF-02

WF-01

FF-01

INTERNAL EXTERNAL

LANDING


WF-02

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


WF-01

OUTDOOR TAP

WF-01WF-01

W3

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

W3

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


W3

WF-02WF-01

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



JULY 2016EPRU 001-2016

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

STAIR NOSING

STAIR NOSING

FF-02

178

CO

S17

8 C

OS

20-30 MIN. 272

300 (+/- 5mm)

REINFORCED CONCRETE STAIRTO ENGRS SPEC. FINISH WITHPROPRIETARY PVC STAIR NOSING(COLOUR: BLACK) AS SHOWN

REINFORCED CONCRETE SLAB TO ENGRS SPEC.

ALL

RIS

ER

S TO

BE

EQ

UAL

VAL

UE

?FF-01FF-02

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 LOUVRES IN WALL TOPROVIDE NATURAL VENTILATION TOGENSET ROOM (SET OUT BETWEENWALLS TO BE CONFIRMED ON SITE)

600

1000

400

1200

1200

FF-02

FF-02

SELECTED PAINT FINISHTO EDGE FACE OF STAIR

B C

6

7

1111'

J''

J'

MIN

.60

0

LIN

E O

F LA

ND

ING

AB

OV

E

MIN.600

PANEL BOARD TO ELECTRICALENGRS DETAIL AND SPECIFICATION

OIL SPILL CATCH BASIN;FINISH WITH REMOVABLECOVER TO MATCH STORMWATER CATCH BASIN

GROUNDING ROD TOELECTRICAL ENGRS DETAILAND SPECIFICATION

GENSET TO BE ANCHORED TO ISOLATED SLAB;SIZE AND SET OUT TO BE CONFIRMED ON SITE

METAL EXHAUST TO GENSET;SUPPLY AND INSTALL BYCONTRACTOR; SIZE AND SETOUT TO BE CONFIRMED ON SITE

1/2" PVC DOWNSPOUT SERIESCONNECTED TO CATCH BASIN

ISOLATED SLAB FOR GENSET (0.25m THICK) WITHGROOVE CANAL FOR OIL DRAIN PURPOSES; 3/4"THICK EXPANSION JOINT (STYRO FOAM) AROUNDPERIMETER; CONTRACTOR TO SUBMIT SHOPDRAWINGS FOR APPROVAL BY THE ARCHITECTPRIOR TO PROCEEDING WITH WORKS ON SITE

2000

EXHAUST VENTWITH COVER

Scale


Project Number

@A1


Client:

Project:


ARCHITECT:


PRC REG No.

0013424

PTR No.

6767028



OWNER:







As indicated

A450

STAIR DETAIL

IOM - UNICEF



JULY 2016EPRU 001-2016

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

1 : 506 PLAN - GENSET ROOM


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

160

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 STAIRTO ENGRS SPEC. FINISH WITHPROPRIETARY PVC STAIR NOSING(COLOUR: BLACK) AS SHOWN

FF-01FF-02

Scale


Project Number

@A1


Client:

Project:


ARCHITECT:


PRC REG No.

0013424

PTR No.

6767028



OWNER:







As indicated

A451

RAMP / STEPDETAIL

IOM - UNICEF



JULY 2016EPRU 001-2016

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.

106

0mm

IN A

CC

OR

DA

NC

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

MAXIMUM 1000mm SPAN

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

90

25

100

25

6

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

25mm BLACK IRON STEELTUBULAR. WELD FIX.SELECTED PAINT 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



JULY 2016EPRU 001-2016

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

FWFW

FW

WC2WC1WC1WC1

UR

WC1WC1

FW

WC2

SWR SWR GRGR

A4615

EQ EQ EQ EQ EQ EQ

1850

175 175

1850

4500

175

10A460


PLUMBING CAVITYPLUMBING CAVITY

2000 2000

FW FW FW FW FW

TA-1 TA-1

VOID

900

1% SLOPE TO FLOOR DRAIN1% SLOPE TO FLOOR DRAIN

10mm SET DOWN 10mm SET DOWN 10mm SET DOWN 10mm SET DOWN 10mm SET DOWN 10mm SET DOWN 10mm SET DOWN

10mm SET DOWN10mm SET DOWN

C D

2600

C'

W1-04

TA-1TA-1

WF-06

WF-03

WF-03

WF-03

WF-03

LINE OF BEAM TO RAMP

LINE OF BEAM TO LEVEL 02

440

3040

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

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

2 3


WF-06

WF-03

WF-03

WF-03

WF-06

WC1

TA-1

2000

440

1000

WA

LL T

ILE

1600

3040

600

TA-1

TTD

CD

3075

WA

LL T

ILE

1600

C'

UR

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

WF-06

WF-03 WF-03

WF-03

2600

WC1 WC1WC2

GR

SWR

440

WF-06

200

TOILET WALL / DOORSSHOWN TRANSPARENTAND DASHED FOR CLARITY

2000

DECORATIVE CHBFULL HEIGHT WALL TO VOID

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



3040

GR

WC2

200

WF-06

TTD WF-06

D E

2600

D'

W1-05

3040

440

WA

LL T

ILE

1600

TA-1TA-1

WF-03

WF-06

WF-03

WF-03

COL.

WF-03LINE OF BEAM TO RAMP


SET OUT WALL TILE TOALIGN WITH FLOOR TILE

3502400

WF-06

200

1400

1200

1675 COS

MR

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

2 3

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

1600

440

3040

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

440

WF-06

WA

LL T

ILE

1600

TOILET WALL / DOORSSHOWN TRANSPARENTAND DASHED FOR CLARITY

DECORATIVE CHB

GRND FFLEL +47.60

23

WF-06 WF-06

WF-02

WF-03

WF-02

TA-1


3040

WA

LL T

ILE

1605

995

440

GENERAL NOTE:

ALL EXTERNAL EDGES AND CORNERS TO BE FINISHEDWITH PVC TRIM (COLOUR: TO MATCH TILE FINISH)

MIN. 1:100 FALL (1% SLOPE) TOWARD FLOOR DRAINS

TA-1

600

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 EVEN ANGLE TRIM AT DOORTHRESHOLD; MINIMUM 10mm SET DOWN TO CR(SIMILAR EQUIVALENT DETAIL AT SET DOWNTO TOILET / SHOWER CUBICLES AS NOTED)

WATER-PROOFING MEMBRANE INSTALLED INACCORDANCE WITH MANUFACTURERRECOMMENDATION AND TECHNICAL SPECIFICATION

WF-06

FF-03

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

10

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



JULY 2016EPRU 001-2016

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 / LAVATORY

2400

650

800

SET OUT TO FIT BETWEEN COLUMNS

5085

3A461

TA-2

2000

WF-06

WF-06

SD

400

TA-2 TA-2

EQ EQ EQ EQ

1% SLOPE TO DRAIN

3A461

800

200

600

WF-06WF-06

WF-06

TA-2 TA-2TA-2

GENERAL NOTE:ALL EXTERNAL EDGES AND CORNERS TO BE FINISHEDWITH PVC TRIM (COLOUR: TO MATCH TILE FINISH)

500

5050

50

600 600

7A461

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

A461

6

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

SD

BENCH FOLLOWSLINE OF BUILDING

TA-1TA-1 TA-1

300600 600300

INTEGRATED BASIN / LAVATORY

3000

1% SLOPE TO DRAIN

LIN

E O

F W

ALL

200

600

800

500

150

100100

5050

WF-06

TA-1

RC SUBSTRATE TOSTRUCTURAL ENGRSSPEC. W/ CHB SUPPORTSAS REQUIRED; SELECTEDWALL FINISH. PLUMBINGIN ACCORDANCE W/PLUMBING ENGRS SPEC.

GROUNDEL +47.00

800

200

600

650

150

90

50

100200

TA-2RC SUBSTRATE TOSTRUCTURAL ENGRSSPEC. W/ CHB SUPPORTSAS REQUIRED; SELECTEDWALL FINISH. PLUMBING INACCORDANCE W/PLUMBING ENGRS SPEC.

WF-06

150

LIN

E O

F W

ALL

GRND FFLEL +47.60

7A461

1000

200

600

4245 100

WF-06

WF-06

TA-1 TA-1

800

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

GENERAL NOTE:ALL EXTERNAL EDGES AND CORNERSTO BE FINISHED WITH PVC TRIM(COLOUR: TO MATCH TILE FINISH)

TA-1TA-1TA-1

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



JULY 2016EPRU 001-2016

1 : 201 PLAN - EXTERNAL WET AREA

1 : 202 ELEVATION - EXTERNAL WET AREA

1 : 205 PLAN - WASH TROUGH

1 : 207 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

440

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



JULY 2016EPRU 001-2016

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

GENERAL NOTE:FREESTANDING COLUMNS (NOT SHOWN IN ELEVATION)TO BE FINISHED WITH 200mm SKIRTING TO MATCH WALLS

Scale


Project Number

@A1


Client:

Project:


ARCHITECT:


PRC REG No.

0013424

PTR No.

6767028



OWNER:







1 : 50

A502

INTERNALELEVATIONS -

LEVEL 02

IOM - UNICEF



JULY 2016EPRU 001-2016

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'

9

11

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

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

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

GENERAL NOTES:

SELECTED PAINT FINISH / CLEAR MATT PENETRATIVE SEALER TOUNDERSIDE OF SLAB AND TO BEAMS SHALL MATCH ADJACENT WALLFINISH; FINISH TO BE CONFIRMED ON SITE BY ARCHITECT

SURFACE MOUNTED FAN:

CONTRACTOR TO SUBMIT PRODUCT TECHNICAL DATA FOR REVIEWAND APPROVAL BY THE ARCHITECT PRIOR TO PLACING PURCHASEORDER

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

FAN BLADES MUST BE FIXED AT AN ELEVATION ABOVE LIGHT FIXTURESTO PREVENT STROBING EFFECT WHEN FAN IS IN OPERATION

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



JULY 2016EPRU 001-2016

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'

9

11

11' WP

WPWP

WP

WP

LIGHTING TO BE SURFACEMOUNTED TO UNDERSIDE OF BEAMUNLESS NOTED OTHERWISE

LIGHTING TO BE FIXED TO ROOFSTRUCTURE. T IS THE RESPONSIBILITY OFTHE CONTRACTOR TO ENSURE ALLFIXINGS ARE SECURED TO PREVENTLATERAL MOVEMENT IN CASE OF WIND

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

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 / CLEAR MATT PENETRATIVE SEALER TOUNDERSIDE OF SLAB AND TO BEAMS SHALL MATCH ADJACENT WALLFINISH; FINISH TO BE CONFIRMED ON SITE BY ARCHITECT

SURFACE MOUNTED FAN:

CONTRACTOR TO SUBMIT PRODUCT TECHNICAL DATA FOR REVIEW ANDAPPROVAL BY THE ARCHITECT PRIOR TO PLACING PURCHASE ORDER

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

FAN BLADES MUST BE FIXED AT AN ELEVATION ABOVE LIGHT FIXTURESTO PREVENT STROBING EFFECT WHEN FAN IS IN OPERATION

j m

RO

LLER

SH

UTT

ER

RO

LLER

SH

UTT

ER

ROLLER S

HUTTER

ROLLER SHUTTER

ROLLER SHUTTER

ROLLER SHUTTER

ROLLER SHUTTER

EXIT

EQEQ

1500 1500

1500

1500

DP

DP DP

DP

STAINLESS STEELROOF HATCHFITTED WITH LOCK

STAINLESS STEELROOF LADDERANCHORED TO WALL

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



JULY 2016EPRU 001-2016


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.

SELECTED PAINT FINISH TO WALL

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

BACKING BOARD SCREW FIXEDWITH REBATED SCREWS TO TIMBERSTUD FRAME; 8mm CORKBOARDADHESIVE FIXED TO 12mm HMRPLYWOOD BACKING BOARD

1000

1600

KDHW FRAME TO EDGE NOTICEBOARDMIN. 25mm X 50mm BEADINGSAND BACK AND PRIME TO TAKE SELECTEDPAINT FINISH (TO MATCH FINISH OF ENTRYDOOR D1.01); SET OUT TO ALIGN WITHFINISHED FACE OF COLUMN

LINE OF BEAM BEYOND

50

125 12525

50

LINE OF COLUMN BEYOND

ALI

GN

SELECTED PAINT FINISH TO WALLAND COLUMN BEYOND

GRND FFLEL +47.60

E

COL.

LINE OF BEAM BEYOND

5050

1600

1000

2600

CORKBOARD

50

GENERAL NOTES:

NO SKIRTING TO EXTERNAL WALLS, MAIN ENTRY AND STAIR

Scale


Project Number

@A1


Client:

Project:


ARCHITECT:


PRC REG No.

0013424

PTR No.

6767028



OWNER:







As indicated

A701

ARCHITECTURALDETAIL

IOM - UNICEF



JULY 2016EPRU 001-2016

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

METAL GRILLES WITH PAINT FINISH TOMATCH DOOR FINISH

SUPPLY AND INSTALL FLOOR-MOUNTEDDOOR STOP WITH STAINLESS STEELMOUNT AND BLACK RUBBER STOPPER

CL

900

H. O

F FR

EES

T AN

DIN

G W

ALL

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 OFDOOR PANEL


METAL GRILLE WITH PAINT FINISH TOMATCH DOOR FINISH (TO D1.02 ONLY)


CL

1100

SECURITY LOCK

CUSTOM FABRICATEDD-PULL HANDLE W/CONCEALED FIXING

35

600

DOOR HARDWARESURFACE MOUNT TOUNDERSIDE OF BEAM

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-01DF-02 DF-03

DF-03

DF-02

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 OFDOOR PANEL




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

METAL GRILLE WITH PAINT FINISH TOMATCH DOOR FINISH


300

EQEQ

100

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

TACTILE SIGNAGETO TYP. DETAIL

EQ EQ

1500

CL

SINGLE FLUSH PANEL PVC DOORPVC DOOR PANEL AND JAMB

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

900

SECURITY LOCK

CUSTOM FABRICATEDD-PULL HANDLE W/CONCEALED FIXING

35

600

DOOR HARDWARESURFACE MOUNT TOUNDERSIDE OF BEAM

4200 COS

DF-01

20 100 100

FLOOR MOUNTED GUIDE

1800

1800

SINGLE FLUSH PANEL PVC DOORPVC DOOR PANEL AND JAMB

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

ER

SID

E O

F BE

AM

HEI

GH

T V

ARIE

S - C

OS

FULL

HE

IGH

T TO

U/S

OF

RAM

P

SIZ

E T

O F

IT -

CO

S

2600

101D2-02

900

EQEQ

1100

METAL GRILLE METAL GRILLE

DF-03EXTERNAL

INTERNAL

METAL GRILLE

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.INT

JULY 2016EPRU 001-2016

DOOR NOTES

DIMENSIONS SHOWN ARE NOMINAL, IT IS THERESPONSIBILITY OF THE CONTRACTOR TO CONFIRM ALLDIMENSIONS ON SITE PRIOR TO FABRICATION OF DOORS

SCHEDULE MUST BE READ IN CONJUNCTION WITH A101GROUND LEVEL FLOOR PLAN AND A102 LEVEL 02 FLOORPLAN TO 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 ALLTACTILE SIGNAGE IN ACCORDANCE WITH THE ACCESSIBILITYLAW (BATAS PAMBANSA BILANG 344)

ALL DOORS TO TOILET CUBICLES MUST BE REMOVABLEFROM THE OUTSIDE, FOR EACY ACCESS IN CASE OFEMERGENCY

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 TOALL EXTERNAL DOORS

ALL DOORS WITH SECURITY LOCK TO BE KEYED ALIKE; IT ISTHE RESPONSIBILITY OF THE CONTRACTOR TO PROCURESUPPLY WELL IN ADVANCE OF FIELD LEVEL REQUIREMENTS

ALL DOORS, DOOR FRAMES AND HARDWARE TO BEEXECUTED IN ACCORDANCE WITH ARCHITECTURAL WORKSTECHNICAL SPECIFICATION; - 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

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

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

METAL WINDOWJAMB AND ROLLERSHUTTER GUIDE RAILFITTED ON SITE

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

INSIDE PANELS (2no.) TO BE HINGED ANDOPENING INSIDE TO ALLOW ACCESS TOROLLER SHUTTER FITTED ON OUTSIDE, UNO.INSTALL CUSTOM FABRICATED SECURITY LOCK

GENERAL NOTE:ROLLER SHUTTER FITTED TO OUTSIDE OFWINDOW, REFER SECTION AND PLAN DETAILS

METAL WINDOW JAMB ANDROLLER SHUTTER GUIDERAIL FITTED ON SITE

1820

8010

00

1000 1000 1000 1000

4000

25 25

FIXED PANEL ONLY

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

25mm BLACK IRONTUBULAR WITHSELECTED PAINT FINISH

10mm BLACK IRONSQUARE BAR WITHSELECTED PAINT FINISH

GENERAL NOTE:WELD FIX COMPONENT PARTS. ALLWELD FIXINGS TO BE SAND BACKTO REMOVE ROUGH EDGES. APPLYANTI-CORROSION PRIMER TOCOMPLETE PANEL PRIOR TOSELECTED PAINT FINISH

METAL FINISH MUST BE FREE FROMRUST. IT IS THE CONTRACTORSRESPONSIBILITY TO KEEP ALLMATERIALS ON SITE PROTECTED

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



JULY 2016EPRU 001-2016

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 COLOURAND TEXTURE VARIATIONS, INCLUDE SAMPLE SETCOMPOSED OF TWO OR MORE UNITS SHOWING LIMITS OFSUCH VARIATIONS.

MIN. 1000mm WIDE SAMPLES INCLUDING TUBULAR FRAME,INTERMEDIARY SQUARE BARS, TYPICAL WELDEDCONNECTION AND SAMPLE OF CUSTOM FABRICATEDSECURITY LOCK, HINGES, FIXINGS AND BRACKETS TO BEPRESENTED TO THE ARCHITECT FOR REVIEW AND APPROVALPRIOR TO CONTINUATION OF COMPLETE WORKS ON SITE

ROLLER SHUTTER:

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

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

? ? ? ?TTD SWR TA-1 TA-1

TOILET TISSUEDISPENSER

SHOWERASSEMBLY

TAP ASSEMBLYTO HANDBASIN /LAVATORY

TAP ASSEMBLYTO SLOP BUCKET

CO

S

600

CL

650

CL

LIGHT SWITCH12

00

CL

TACTILE SIGNAGE

1500

CL

1000

CL

1700

CLSHOWER HEAD

SHOWERMIXER TAP

150

?RH

ROBE HOOK

1600

CL

?TA-3

TAP ASSEMBLYTO OUTDOOR TAP

CO

S

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



JULY 2016EPRU 001-2016

FITTINGS, FIXTURES AND EQUIPMENT SCHEDULE MUST BE READ IN CONJUNCTION WITH ARCHITECTURAL WORKS TECHNICAL SPECIFICATION AND SANITARY / PLUMBING WORKS DRAWINGS AND TECHNICAL SPECIFICATION

THE CONTRACTOR MUST SUBMIT SAMPLES OF EACH ITEM (AS REQUIRED) TO THE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO PLACING PURCHASE ORDER. SAMPLES SHALL BE SUBMMITTED SUFFICIENTLY IN ADVANCE OF FIELD LEVEL REQUIREMENTS TO ALLOW AMPLE TIME FOR CHECKING

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 / EQUIPMENT SCHEDULE

CODE DESCRIPTION COMMENTS COUNT SAMPLE

13FAN 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 TOENSURE ALL FIXINGS ARE SECURED TO PREVENT LATERAL MOVEMENT DURING OPERATION.

18 REQUIRED

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. 9 REQUIREDGENSET 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 2 REQUIREDMR 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 REQUIRED

P/B LIGHTING PANEL BOARD CONTRACTOR TO SUPPLY AND INSTALL IN ACCORDANCE WITH ELECTRICAL ENGRS DWGS AND SPEC. 1RH ROBE HOOK MOUNTED TO BACK OF TOILET CUBICLE DOOR; SATIN STAINLESS STEEL CONTRACTOR TO SUPPLY AND INSTALL 7 REQUIREDSD 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. 3SWR 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 REQUIRED

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. 12 REQUIRED

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; SATIN STAINLESS STEEL CONTRACTOR TO SUPPLY AND INSTALL 7 REQUIREDUR 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 MANUFACTURERRECOMMENDATION

1 REQUIRED

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 MANUFACTURERRECOMMENDATION

5 REQUIRED

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., MANUFACTURERRECOMMENDATION AND IN ACCORDANCE WITH ACCESSIBILITY LAW BP 344

2 REQUIRED


A501 INTERNAL ELEVATIONS - GROUND LEVEL APPROVED FOR ...

Documents

Transcript of A501 INTERNAL ELEVATIONS - GROUND LEVEL APPROVED FOR ...