/02 - TECHNICAL DOCUMENTATION OF DESIGN PROJECT

III TECHNOLOGY

ZHEN

1001747427 UNIVERSITY

BUILT

ENVIRONMENT

P R O J E C T T E C H N I C A L

D O C U M E N T A T I O N

O F

D E S I G N

4 P R O J E C T

DORIS

&

AR323

SCHOOL OF ARCHITECTURE

BUILDING

CONSTRUCTION

ENVIRONMENT

MS.

BUILT

&

&

MALIZA

OLOGY

&

FACULTY OF ENGINEERING TECHN-

MS.

UCSI

BY

ZHI

LECTURED

LAI

“

INTRODUCTION

THIS PROJECT IS ABOUT TO DESIGN A STUDENT COMMUNITY CENTER WHICH IS PROMOTING THE STUDENT COME OVER TO INTERACT WITH EACH OTHER AND WORKS TPGETHER AT THE PLATEFORM.

C

O

N

T

E

N

T

WORKING DRAWING

CONSTUCTION METHOD

MATERIAL

SITE PLAN

STEEL GRIDSHELL STRUCTURAL FRAMING

BUILDING ENVELOPE & FINISHING

GROUND FLOOR PLAN

CASE STUDY – CHANGI AIRPORT

EFFECTIVENESS OF THE MATERIALS

FIRST FLOOR PLAN

LIGHT WEIGHT TIMBER FRAMING

METHOD STATEMENT

ROOF PLAN

PAD FOUNDATION

SOUTH ELEVATION

SCHEMATIC PLAN LAYOUT

NORTH ELEVATION

MASONRY WALL

WEST ELEVATION

CURTAIN WALL

EAST ELEVATION

GREEN ROOFING

SECTION X-X

CASE STUDY – NTU SCHOOL OF ART

CONCLUSION

GLASS ROOFING CASE STUDY – CHADSTONE SHOPPING CENTRE ZINC ROOFING

01 02 03

W O R K I N G

D R A W I N G

01

C O N S T R U C T I O N

M E T H O D

02

STRUCTURAL

FRAMING

STEEL GRIDSHELL STRUCTURAL FRAMING

STEEL

GRIDSHELL

FRAMING

ARE

CONSTRUCTION

STRUCTURAL

LIGHTWEIGHT USING

SHELL

ELEMENT. ADVANTAGE: HIGH DUCTILITY,LOW SELF WEIGHT, HIGH STRENGTH-TO-WEIGHT RATIO, QUICK

INSTALLATION

AND

NO

FORMWORK REQUIRED. CONSTRUCTION METHOD : THE CIRCULAR STRUCTURE IS NOT SET PRECISELY AT THE SITE, THE GLASS ROOF HAS A GEOMETRIC FORM. THE DOUBLE-CURVED STEEL FRAMEWORK WAS DELIVERED IN SEGMENTS AND JOIN TOGETHER ON SITE. TO AVOID APPLYING ANY SIDEWAYS LOAD , THE ROOF IS SUPPORTED TO SLIDING BEARINGS. THESE ALLOW THE STRUCTURE TO MOVE NATURALLY. THE GLASS AND STEEL ROOF IS MADE OF STEEL MEMBER CONNECTED AT NODES AND FLASS WINDOW PANELS AND MAKING UP WITH GLAZING. EACH OF A UNIQUE SHAPE BECAUSE OF THE UNDULATING NATURE OF THE ROOF.

CASE STUDY OF STEEL GRIDSHELL STRUCTURAL FRAMING JEWEL CHANGI AIRPORT, SINGAPORE.

THE GLASS, MANUFACTORED IN THE US, CAN TRANSMIT

CONSTRUCTION METHOD : A

CONTINUOUS

GRID

SHELL

THAT

LIGHT – FOR PLANT GROWTH – WHILE REDUCING HEAT GAIN

WEIGHTS 4000 TONNES, EQUIVALENT TO

TO ENSURE SUSTAINABLE COOLING OF THE INTERIOR.

THE WEIGHT OF ABOUT SIX AIRBUS 380

THE ENTIRE STUDY, ENGINEERING AND SHORTLISTING OF

PLANES

THE GLASS MATERIAL ALONE TOOK NEARLY 2 YEARS TO

THE ROOF SPANS AN AREA OF 23,410SQM.

COMPLETE.

STRUCTURAL

FRAMING

LIGHT TIMBER FRAME

LIGHT TIMBER FRAMING IS CHOSEN BECAUSE IT IS LIGHT AND SLLOW QUICK CONSTRUCTION WITH NO HEAVY TOOLS OR EQUIPMENT. THE MAIN TOOL IS A HANDHELD NAIL GUN. CONSTRUCTION METHOD : SET UP THE FOUNDATION, ERECT THE TIMBER COLUMN

AND THE R.CONCRETE SLAB PLATFORM. BUILD

ALL THE COLUMNS AND ERECT THE BEAMS

CONNECTED TO THE COLUMNS SIDE BY SIDE BY USING THE L BRACKET AND NAIL IT TOGETHER. THIS STRUCTURE WAS WITHOUT ANY ROOFING.

PAD

FOUNDATION

Reason of choosing pad foundation: Pad foundations is chosen as there is clay soil on site, it is a harder in nature. The soil condition is good enough to withstand the load of building without piercing into the hard strata. The pad footing is used because the soil bearing on the site is high. Pad footing is usually wider to increase surface area in contact with the soil to take the load of the structure.

Pad foundation is a shallow foundation and a form of spread foundation formed by rectangular, square, or sometimes circular concrete ‘pads’ that support localised single-point loads such as structural columns, groups of columns or framed structures. This load is then spread by the pad to the bearing layer of soil or rock below. Pad foundations can also be used to support ground beams.

CONSTRUCTION METHOD OF PAD FOOTING

01

02

EXCAVATE TO 1.2M DEEP AND

PUT

COMPACT SOIL IN BOUDARY.

READJUST

SETTING OUT IS CARRIED OUT TO

ENSURE THE PAD FOOTING IS IN

DETERMINE POSITION OF PAD

THE CORRECT POSITION

UP

FORMWORK SETTING

04

03

OUT

AND TO

FILL IN WITH LEAN CONCRETE

LAT

THE

REINFORCEMENTS

AND PUT UP SPACER BLOCKS.

WHICH CONSIST OF THE MAIN

REBAR AND TRANSVERSE REBAR.

FOOTING, FOOTING IS MARKED TO THE REDUCED LEVEL

08

05

06

07

ERCT THE STEEL BAR TO FORM A

CAST GRADE 30 CRETE INSIDE THE

AFTER THE CONCRETE HAS SET,

CASTING OF GRADE 30 CRETE TO

STUMP BAR

FORMWORK

THE FORMWORK IS REMOVED

COLUMN STUMP. AFTER 3DAYS,

AND FORMWORK OF COLUMN

FORMWORKS

STUMP IS INSTALLED

FOLLOWED UP WITH BACKFILLING OF EARTH.

IS

DISMANTIED.

SOLID LIGHTWEIGHT FLOORING SYSTEM SOLID LIGHTWEIGHT FLOORING SYSTEM IS CHOSEN BECAUSE IT PROVIDES

THE FLOORING OF THE BUILDING IS FULLY FINISHED BY THE CEMENT

MORE EFFICIENT STRENGTH-TO-WEIGHT RATION IN CONCRETE FLOOR

EXCEPT WASHROOM. CEMENT COULD BE A GOOD CHOICE OF FLOOR

SYSTEM WHEN COMPARED TO OTHER CONVENTIONAL CONCRETE FLOOR

FINISHES FOR THIS BUILDING BEAUSE IT IS STIFFNESS, DURABILITY,

SYSTEM. THE REDUCED QUALITY OF CONCRETE AND STEEL REINFORCEMENT

DAMP RESISTANCE AND FIRE RESISTANCE. RAW MATERIALS LIKE CEMENT

OFFSETS THE MARGINALLY HIGHER COST OF LIGHTWEIGHT CONCRET FLOOR

FINISHING PLAN AN IMPORTANT ROLE IN THE PRODUCTION PROCESS TO

SYSTEM.

A GREAT EXTEND AS THE SUCCESS OF THE ECONOMY OF A COUNTRY IS DETERMIND BY THE AMOUNT OF NATURAL RESOURCES HELD BY A

SOLID LIGHTWEIGHT FLOORING SYSTEM IS CONSTRUCTED BY POURING

COUNTRY WITHIN ITS BORDERS.

LIGHTWEIGHT AGGREGATE CONCRETE INTO YHE FIXED FORMS OF COMCRETE

BELOW IS THE FLOORING DETAILS:-

SLAB. IT IS SUITABLE TO USE IN THE CONSTRUCTION OF MUTISTORY BUILDINGS LIKE THE CURRENT PROJECT.

CEMENT FINISHING

RC CONCRETE

DAMP PROOF MEMBRANE SANDBLINDING

HARDCORE

SUBSOIL

COLUMN

01 REINFORCE CONCRETE COLUMN

02 TIMBER POST

RC COUMNS ARE RIGID, RELATIVELY SLENDER STRUCTURAL MEMBERS

TIMBER COLUMN ARE USED IN THE TIMBER LIGHT WEIGHT STRUCTURE.

DESIGNED PRIMARY TO SUPPORT AXIAL COMPRESSIVE LOADS APPLIED

IT DOUESN’T NEED ANY FORMWORK, SO IT IS QUICK AND EASY

TO THE END OF THE MEMBER. THE RC COLUMN THAT IS BUILT IN OUR

INSTALLMENT. TIMBER POST NEED A STEEL PLATE TO CONNECT TO THE

SITE WAS BUILT ALONG WITH THE CONCRETE BEAM AND SLAB. ALL THE

FOUNDATION, AND THE CONNECTION CAN BE BOLT AND NUTS.

DIMENSION REFER TO ENGR’S DETAIL.

CONSTRUCTION METHOD OF RC COLUMN

01

02

03

GRID LINE WERE DRAW TO DETERMINED

COLUMN FORMWORK WERE LOCATED ON

STEEL

BAR

REINFORCEMENT

WHERE THE COLUMN WILL BE LOCATED.

TOP OF THE STARTER BAR

INSERTED TO THE FORMWORK.

WERE

STARTER BAR FROM THE SLAB WERE LEFT FOR COLUMN TO SLAB CONNECTION

05

06

AFTER TYING ALL THE BARS, CONCRETE

AFTER 3 DAYS, THE FORMWORK WERE

LONGITUDINAL BAR WERE TIES TO THE

WERE

STRIPPED OFF AND THE COLUMN WERE

START BAR BY USING WIRE.

FORMWORKS.

04

THE

COLUMN

REINFORCEMENT

POURED

INTO

THE

COLUMN

DONE.

CONSTRUCTION METHOD OF BEAM

01

02

03

STARTER BAR FROM THE COLUMN WERE

THE BEAM’S STEEL BAR WERE TIED TO THE

THEN

LEFT FOR COLUMN TO BEAM CONNECTION.

STARTER BAR.

SUPPORT THE STEEL BAR

04

CONCRETE WERE POURED INTO IT.

05

AFTER 3 DAYS, THE FORMWORK WERE STRIPPED OFF AND THE BEAMS WERE DONE.

FORMWORK

WERE

SET

SECTION

CONNECTION OF SLAB AND WALL

UP

TO

W A L L NON-LOAD BEARING WALLS WALL IS A STRUCTURE THAR DEFINIE AN AREA, CARRIES A LOAD AND PROVIDE

SHELTER

OR

SECURITY.

WALLS

ARE

VERTICAL

CONSTRUCTION OF A BUILDING THAT ENCLOSE, SEPARATE AND PROTECT ITS INTERIOR SPACES. THE BUILDING WALL I HAD CHOSEN IS NON-LOAD BEARING WALLS. NON-LOAD BEARING WALLS ARE ATTACHED TO COLUMNS AND BEAMS. THE LOAD WERE TRANSFERS THROUGH THE BEAMS AND COLUMN TO THE GROUND.

CONCRETE WALL

STONE WALL

CONCRETE IS REQUIRED

STONE

REINFORCE

CHOSEN

CRACK

TO AND

CONSUMING

DUE

AVOID TIME TO

MASONRY WALL

CAVITY WALL

IS

NOT

MOST OF THE WALL ON SITE

CAVITY

NOT

STELL SHEEL STRUCTURE WERE

BECAUSE

THE

WERE

WALL

CHOSEN BEVAUSE IT COST

USED CURTAIN WALL BECAUSE

NON-

HIGHER THAN STANDARD

IT’S

ONE BRICK THICK WALL.

ATTRACTIVENESS,

WALL

MASONRY

HEAVY WEIGHT AND TIME-

BECAUSE

COSUMING

COMBUSTIBLE,

ON

THE

FRAMEWORK, HOTTER AND

CONSTRUCTION SITE , IT

THERMAL

MORE COSTLY.

CRACK EASILY TOO.

CHEAPER.

IT

IS

INCREASE

MASS

AND

WALL

IS

CURTAIN WALL

APPEARANCE

EFFICIENCY RESISTANT.

AND

AND

THERMAL

FIRE

MASONRY

WALL

ZONE OF MASONRY WALL

TYPE OF BRICKS:

BRICK CHOSEN: CLAY BRICKS HIGHLY SUITABLE FOR THE SITE ENVIRONMENT, IT IS SOLID AND RESISTANT TO HEAT

&

CRACK.

HIGHLY ENVIRONMENT

IT

IS

AFFORABLE, FRIENDLY

AND HELPS TO MAINTAIN MASORY CONSISTS OF BUILDING STRUCTURE BY LAYIG INDIVIDUAL MASONRY UNIT. THE TERM MASONRY ALSO REFERS TO THE UNITS THEMSELVES. NORMALLY THE MASONRY UNIT ARE LAID WITH CEMENT MORTAR, WHICH BINDS THEM TOGETHER TO CRETE A STRUCTURE. MASINRY CONSTRUCTION CAN PROVIDE BEAUTIFUL WALL AND FLOORS AT ECONOMICAL PRICES. WHITE PLASTERING AND WHITE PAINTED ARE APPLIED ON THE WALL AS WELL.

THE ROOM TEMPERATURE.

LAYERING PROCESS OF BRICK WALL

01

02

04

05

FIRSTLY, MEASURE THE

ADD ¾ INCH ONTO THE

AFTER

THE

HOOK A LINE AT BOTH END

SPREADING THE MORTAR

LENGTH OF THE WALL.

LENGTH OF EACH BRICK

MARKING, START LAYERING

SO IT LINNES UP WITH THE

ON SIDES OF THE LAID

THEN PUT BRICK AT EACH

TO

THE

TOP OF THE BRICKS. THIS

BRICK.

END OF THE WALL.

MORTAR BETWEEN EACH

BRICKS.

OF THE BRICK. MAKE A

HEIGHT OF ALL BRICKS BY

MARK AR EVERY 10 INCH.

USING SPIRIT LEVEL.

MORTAR

ON

BOTH SIDES OF CLOSURE BRICKS.

THE

MAKING FIRST

07

06 SPREAD

COMPENSATE

03

LAY

BRICKS

POSITION.

LAYER

ENSURE

OF THE

CAN

THE

HORIZONTAL OF THE BRICKS.

10

09

08 INTO

ENSURE

AFTER LAYING THE HEADER

SPREAD

SIDE

BOTH END OF CLOSURE

POSITION. AFTER LAYIG

BRICK.

THE BRICKS, THE WALL

LAYTHE

OF

THE

BOND,

STRETCHER.

MORTAR

ON

LAYING

BRICKS

IN

MORTAR WERE SPREAD ON

WILL BE PLASTERED WITH

ENDS OF LAID BRICKS.

CEMENT PLASTERING.

C U R T A I N

W A L L

ZONE OF CURTAIN WALL

MATERIAL USED: TEMPERED GLAZING-TYPE GLASS & ALUMINIUM FRAMING GLAZING TYPE GLASS ARE USED BECAUSE THE USER ARE SAFE FROM UV

RAYS

INSIDE

THE

SPACE,

FURNITURE IS LESS SUSCEPTIBLE

TO

FADING

AND

ARTWORK

IS

PROTECTED FROM THE DAMAGING RAYS OF THE SUN.

CURTAIN WALL SYSTEM IS AT THE ZONE HIGHLIGHTED ABOVE. IT IS AN OUTER COVERING OF A BUILDING IN WHICH THE OUTER WALL ARE NONSTRUCTURAL, UTILIZED ONLY TO KEEP THE WEATHER OUT AND THE OCCUPANTS IN. IT ALLOW LIGHT PENEETRATE WITHIN THE BUILDING. THE CURTAIN WALL SYSTEM ARE DESIGNED WITH EXTRUDED ALUMINIUM FRAMING MEMBERS WITH THE TECHNIQUE OF STEEL GRID SHELL STRUCTURAL FRAMING CONCEPT.

GREEN

ROOFING

ZONE OF GREEN ROOFING GREEN ROOFING IS USED ON THE HIGHLIGHTED AREA. IT IS COMPLETELY COVERED WITH VEGETATION AND GROWING MEDIUM, PLANTED OVER A

WATERPROOFING MEMBRANE. IT ALSO INCLUDE TOO BARRIER, DRAINAGE AND IRRIGATION SYSTEM. GREEN ROOFING SERVED SEVERAL PURPOSE SUCH AS ABSORBING RAINWATER, PROVIDING INSULATION, INCREASING BENEVOLENCE AND DECREASING STREE OF THE PEOPLE AROUND THE ROOF BY PROVIDING A MORE AESTHETICALLY PLEASING LANDSCAPE, AND HELPING TO LOWER URBAN AIR TEMPERATURES AND MITIGATE THE HEAT ISLAND EFFECT.

SECTION OF GREEN ROOFING

CASE

STUDY

OF

GREEN

ROOFING

NANYANG TECHNOLOGICAL UNIVERSITY (NTU) SCHOOL OF SRT, DESIGN AND MEDIA (ADM) THE KEY FEATURE OF THE BUILDING DESIGN IS THE GREEN ROOF THAT SLOPE ALMOST AT A 45 DEGREE ANGLE. FORMED BY 2 SLOPING, TAPERING ACRS THAT INTERLOCK WITH A THIRD, SMALLER ARC, THE ROOF OF THE SCHOOL OF ART, DESIGN, AND MEDIA WAS CAST IN HEAVILY RIBBED, REINFORCED CONCRETE. BEYONG BEING AN AESTHETIC FEATURE THAT DOUBLES AS A SCENIC OUTDOOR COMMUNAL SPACE, THE GREEN ROOFS KEEP THE AMBIENT TEMPERATURE LOW AND REDUCE HEAT IN THE DAYTIME. GREEN ROOF:-

VERDANT TURFED ROOF BLENDS INTO THE LUSH GREENERY AND ENVRONMENT

-

TURFED LANDSCAPE AS SCENIC OUTDOOR COMMUNAL SPACE

-

GREEN ROOF LOWER BOTH TOOF TEMP. AND AMBIENT TEMPERATURE HENCE REDUCE HEAT GAIN TO THE AIR CONDITIONED BUILDING.

-

THE BUILDING IS ORIENTED WITH ITS FACADES FACING NORTH AND SOUTH TO MINIMIZE SOLAR GAIN

-

HIGH EFFICIENCY DISCHARGE LIGHTS ARE ADOPTED THROUGHOUT THE BUILDING

-

THE RAINWATER COLLECTION SYSTEM IS FITTED ON THE GREEN ROOF FOR IRRIGATION

-

THE RAIN SENSOR ARE INSTALLED ON THE GREEN ROOF TO AUTOMATE THE IRRIGATION PROCESS

-

THE CURVED BUILDING IS EMBRACING A COURTYARD WITH WATER FEATURES AND PLANTS.

THE GREEN ROOF AND HIGH PERFORMANCE GLASS AS WELL AS THE USE OF CARBON DIOXIDE SENSORS IN ITS AIR-HANDLING UNITS HELP TO REDUCE ENERGY USED AND MAINTAIN A HEALTHY INDOOR AIR QUALITY.

DOME

GLASS

ROOFING

ZONE OF GLASS ROOFING ROOF

GLAZING

TECHNIQUE

HAS

BECOME

COMMON

PLACE

IN

CONSTRUCTION AND INTERIOR OF HOUSE. IT IS BECAUSE IT IS A

TRANSLUCENT MATERIAL, GLASS ISAPPLIED IN SOME STRATEGIC POINTS TO MAKE THE ENVIRONMENTS FUNCTIONAL AND COZY. GLASS ROOFING IS ENERGY-SAVING, PROTECTION AGAINST UV RAYS, LOW MAINTAINANCE AND THE AMPLITUDE OF SPACE. TEMPERED GLAZE-TYPE GLASS IS CHOSEN TO USE.

CASE STUDY OF GLASS ROOFING CHADSTONE SHOPPING CENTRE, MELBOURNE. CHADSTONE INCLUDED CONSTRUCTION OF AN EXCEPTIONAL STEEL-AND-

GLASS ROOF WITH A TOTAL AREA OF 7,080SQM. TWO KEY FEATURES OF THE DESIGN ARE ITS OPEN STYLE, WITH A GALLERY-TYPE SECOND FLOOR, AND THE HIGH, DOME-LIKE GLASS ROOF THAT ALLOWS PLENTY OF DAYLIGHT TO REACH BOTH FLOORS. THE GLASS ROOF HAS TO FOLLOW THE LINE OF THE SHOPPING MALLS BELLOW AND SO THE RESULT IS A COMPLEX FREE-FORM GRIDSHELL WITH SPANS OF UP TO 44M.

CONSTRUCTION PROCESS

01

THE PREASSEMBLED FRAMES, MEASURING UP TO 18M LONG, WERE TRANSPORTED DIRECTLY TO THE BUILDING SITE AS OVERSIZE LOADS ON HGVs.

02

03

04

THE ACCURATELY FABRICATED STEEL STRUCTURE PREASSEMBLED

BY SEELE WAS POSITIONED ON THE BUILDING SITE ACCORDING TO VERY TIGHT TOLERANCES.

LIFTING QUIPMENT SPECIALLY DESIGNED BY SEELE WAS THEN USED TO LIFT THE FRAMES DIRECTLY FROM THE VEHICLES AND INTO THE CORRECT POSITION.

ALL THE MEMBERS FOR THE 7,080SQM GRIDSHELL WERE DELIVERED TO THE PREASSEMBLY

BY SEA IN 65 CONTAINERS.

ZINC

ROOFING

ZONE OF ZINC ROOFING

ZINC ROOFING HAS CHOSEN AT THE HIGHLIGHTED PART IN THE DIAGRAM. ZINC ROOFING MATERIAL OFFERS A NUMBER OF ENVIRONMENTAL BENEFITS INCLUDING:-

ZINC CONSUMES LESS ENERGY

-

RECYCLABLE MMATERIAL

-

LAST FOR YEARS

-

LIGHT IN WEIGHT

-

LOW TOXICITY LEVEL

-

MALLEABLE AND STURDY

-

CAN BE FORMED EASILY INTO VARIOUS SHAPES

ZINC IS A TYPE OF SUSTAINABLE PRODUCT THAT DOES LITTLE NO HARM ON THE ENVIRONMENT.

SECTION OF ZINC ROOFING

M A T E R I A L

03

BUILDING CEMENT FINISHING CEMENT

HAS

ENVELOPE

&

FINISHING

ZINC ROOFING

TIMBER FRAMING

ZINC CONSUMES LESS

TIMER IS LIGHT, CHEAP

ENERGY AND IT IS A

AND

DAMP

RECYCLABLE MATERIAL.

CONSTRUCTION

RESISTANCE AND FIRE

IT CAN LAST FOR YEARS,

NO HEAVY TOOLS OR

RESISTANCE.

MALLEABLE

EQUIPMENT. THE MAIN

STIFFNESS, DURABILITY,

CHEAP LASTING.

AND

IT

IS

LONG

STURDY

AND

ALLOW

QUICK

WITH

TOOL IS A HANDHELD NAIL GUN.

GREEN ROOFING

GLASS ROOFING

GREEN ROOFING ABLE

IT IS A TRANSLUCENT

TO ABSORB RAINWATER,

LIME

MATERIAL,

GLASS

PROVIDING INSULATION,

DURABLE FLEXIBLE AND

ISAPPLIED

SOME

AND

PERMABLE. IT IS LESS

STRATEGIC POINTS TO

STRESS OF THE PEOPLE

BRITTLE

MAKE

AROUND THE ROOFAND

PRONE TO BREAKAGE.

ENVIRONMENTS

MITIGATE

IT

FUNCTIONAL AND COZY.

MOULD FROM GROWING

DECREASING

THE

ISLAND EFFECT.

HEAT

IN

LIME PLASTER FINISHING

THE

CAN

PLASTER

AND

IS

LESS

PREVENTING

DUE TO HIGHER Ph.

METHOD

01

STATEMENT

STRUCTURAL FRAMING MATERIAL STAINLESS SHELL

STEEL

MANUFACTURE COMPANY CONTAINENTAL STEEL & TUBE

PROPERTIES ▪

CO.

MATERIAL SPECIFICATION

DOES NOT CORRODE STAIN

OR

▪

OXIDIZE

EASILY

ISO 2001: 2015 CERTIFIED DISTRIBUTOR OF STAINLESS STEEL IN GAUGES

▪

200SERIES, 301, 302, 303, 304, 309, 316, 408.

▪

FINISHES ANNEALED,

INCLUDED MATTE,

HOT

ROLLED,

REFLECTIVE

AND

MIRROR FINISH. ▪

VARIOUS FORM WORKED : SHAFT, SHELL, SHELVING,

TIMBER

KAMWO TIMBER INDISTRIES

•

SDN. BHD.

Kamwo Timber

DENSE BUT CONTAIN

•

LITTLE SILICA

HEAVY, YELLOW TO BROWN TIMBER OF THE GENUS SHOREA

•

EASY TO WORK

•

30-60 METRES HIGH

•

SAWS AND MACHINE

•

DENSITY OF 850-1,155KG/M3 AIR DRY

KNIVE REQUIRED

MAY

BE

02

FOUNDATION – FLOORING MATERIAL

COLUMN

MANUFACTURE COMPANY

REINFORCED

S.G. CONCRETE PRODUCT (M)

CONCRETE

SDN. BHD.

PROPERTIES • • •

HIGH

CONCRETE

MATERIAL SPECIFICATION FINISHING

•

SIRIM’S CERTIFICATION

QUALITY AND CONSISTENCY

•

MS ISO9001:2000

SUITABLE FOR EVERY TYPE OF

•

BS

8004:1986,

MEETING

CONSTRUCTION SOIL

REQUIREMENT OF JKR STANDARD

PRICE ARE CHEAP AND OFFER

CLASS 1 R.C FOUNDATION

MOST ECONOMICAL SOLUTION

•

FOR BUILDING FOUNDATION

CERTIFIED BY IKRAM QA SERVICES SDN BHD.

•

WIDE RANGE OF SIZE FROM 150MM TO 450MM SQUARES WITH VARIOUS

LOAD

CARRYING

CAPACITIES

STRATO CEMENT

SUZUKA®

•

SINGAPORE GREEN LABEL

•

EASY APPLICATION & TOUCH UP

TEXTURE COAT + 0.5L TOPCOAT

•

CRACK RESISTANT

(6-7SQM)

•

WASHABE, EASY MAINTENANCE

•

LOW VOC & ODOR

•

FORMALDEHYDE & LEAD FREE

•

DIY FRIENDLY

•

ANTI-CHALKING EFFLORESCENCE

-

-

2.5L

SET:

1L

PRIMER

+

1L

10L SET: 4L PRIMER + 4L TEXTURE COAT + 2L TOPCOAT (24-28SQM)

-

SCT-304 GRANITE GREY, SCT-306 CHHARCOAL

&

SILVER

GREY,

GREY,

SCT-301

SCT-305

IRON

GREY, SCT-302 NATURAL GREY & MORE

MATERIAL DAMP

PROOF

MANUFACTURE COMPANY CHEMIND

PROPERTIES •

MEMBRANE •

MATERIAL SPECIFICATION

HIGH ELONGATION AND TENSILE

MM

6125

STRENGTH

WATERPROOFING

LONG LIFE – PERMANENTLY

MEMBRANE

FLEXIBLE •

•

HIGH

STRENGTH

–

•

THICKNESS OF 6MM

•

M15,M 20, M28

HARD

WEARING •

NO BLISTERING OF COATING

•

CONTAIN

NO

TOXIC

OR

HAZARDOUS SUBSTANCES •

CAN BE APPLIED ON ZERO GRADIENT SUBSTRATES

SAND & AGGREGATE

KENCI MARKETING SDN. BHD.

•

LESS CONCRETE

•

SMOOTHER

TEXTURE

WITH

BETTER SHAPE •

DEMANDS LESS WATER

•

HIGH

PROBABILITY

ADULTERATION

OF

MONOLITHIC &

ROOFING

03

W A L L

S Y S T E M

MATERIAL BURNT CLAY BRICK

MANUFACTURE COMPANY AATHAWORLD

PROPERTIES • •

MATERIAL SPECIFICATION

MADE BY MOULD PRESSING,

•

DIMENSION: 215 X 102 X 70MM

BEING DRIED AND FIRED IN KILN

•

WEIGHT: 2.8KG PER PIECE

COLOUR CAN BE ADJUSTED

•

COLOURS: SUPER RED, CREAM,

THROUGH TREATMENT,

CHEMICAL MIXTURE

BROWN

AND

•

PER PALLET: 500 PIECES

AND

•

PREMIX OEM CEMENT MORTAR

PRODUCTION

•

DRYMIX MORTAR OEM

INTERNAL CONTENT.

CEMENT MORTAR

SIANG FATT SDN. BHD.

•

COST

SAVING,

WASTELESS

CLEAN

PROCESS •

SUSTAINABLE

PRODUCTION:

SUPPORTING SAFETY, HEALTH AND ENVIRONMENT

COOLMAX

TERREAL MALAYSIA SDN. BHD.

•

QUICK AND EASY SWITCH OVER

•

REDUCE HEAT GAIN DURING

•

CF1 FR (FRAL 1)

DAY, PERMIT HEAT DISSIPATION

•

ALUMINIUM

INSULATION

DURING THE NIGHT •

FOIL/FR

TIE

LAYER/FR WOVEN FABRIC

MAKE AC MUCH MORE ENERGY-

•

THICKNESS: 0.13+-MM

EFFICIENT

•

SPEICAL

FIRE

RETARDANT

MATERIAL (FRAL 1) •

ROLL SIZE: 1.25 (W) X 48M (L)

•

COVERAGE: 60 M2

04

R O O F I N G MATERIAL ZINC & METAL DECK

S Y S T E M MANUFACTURE COMPANY ROOFSEAL SDN. BHD.

PROPERTIES •

ROOFING SHEETS

FULL GREEN ROOF

MATERIAL SPECIFICATION

3 IN 1 SOLUTION FOR HEAT AND

•

SOUND INSULATION

SIKA MALAYSIA

ROOFSEAL DECK762 WITH PU

FOAM/METAL

•

ZINC CONSUMES LESS ENERGY

•

RECYCLABLE MMATERIAL

POLYURETHANE WITH THERMAL

•

LAST FOR YEARS

RESISTANCE OF 1.06M2 K/W

•

MALLEABLE AND STURDY

•

RESISTANT

SYSTEM

AGAINST

ORGANISMS

AND

MICRO-

MONOLITHIC,

•

ROOT

PENETRATION •

-

ON-LAMINATED

BONDED

THERMOPLASTIC SARNAFIL

G

MEMRRANE

MEMBRANE OFFER EXCELLENT AND

THICK

RIGID

MEMRRANCE

SYSTEMS •

WEATHERABILIITY

18MM

476-15 FOR

–

POLY

BALLASTED

ROOF WATERPROOFING •

FLL CERTIFICATION

•

2 PIECES OF GLASS SEPARATED

DIMENSION STABILITY

DOUBLE UNIT

GLAZING

KIEN SAFETY GLASS SDN. BHD.

•

REDUCTION OF AC COST

•

REDUCTION

OF

NOISE

BY AN AIRSPACE AND ALUMINIUM

PENETRATION •

PREVENTION

SPACER AROUND THE EDGES OF

DEW

•

CONDENSATION

•

REDUCTION TRANSMISSION

SPACER CONTAINS A DESICCANT (DRYING AGENT)

OF

UV

•

THICKNESS: 4MM

•

200MM CAVITY

“ CONCLUSION

IN CONCLUSION, THIS BUILDING IS MAINLY USE OF SUSTAINABLE EFFECTIVE

AND

COMFORT

MATERIAL

THROUGHOUT

THE

DOCUMENTATION OF THIS DESIGN PROJECT. RAW MATERIAL ARE USED TO PROVIDE ARCHITECTURAL EXPERIENCES IN THE SPACE. THE BUILDING’S USES AND FUNCTIONS DEFINE ITS FORM AND ITS IDENTITY. THE INTEGRATED DESIGN APPROACH, INVOLVING BOTH STRUCTURAL ENGINERRING AND ARCHITECTURAL CONCEPTION, HAS ALLOWED FOR THE STRUCTURE TO BE CONSCIOUSLY EXPRESSED. THE MATERIALS ARE UNFINISHED, SIMPLE AND NATURAL: SIGNS OF BASIC COMFORT AND DURABILITY.

R E F E R E N C E SAFDIE ARCHIRECTS published on December 28, 2017 retrieved from https://www.safdiearchitects.com/media/construction-updatestructural-framing-completed-at-jewel-changi-airport

Winter Sinying published on Jul 14, 2016 retrieved from https://www.slideshare.net/tehsying/bcon-64017017 Wilden How published on Jul 11, 2014 retrieved from https://www.slideshare.net/Welltan/building-construction36880123 Champion Services published on Jan 05, 2020 retrieved from https://www.championwindow.com/window-buyersguide/what-is-window-glazing/# Seele published on Feb 25, 2020 retrieved from https://seele.com/references/chadstone-shopping-centre

Jones Roofing published on Aug 2, 2013 retrieved from http://www.jonesroofing.com.au/benefits-disadvantageszinc-roofing Madeh Izat Hamakareem published on May 9, 2009 retrieved from https://theconstructor.org/building/lightweight-concretefloor-systems/27324/ Architecture Art Design published on Aug 20, 2009 retrieved from https://www.architectureartdesigns.com/glass-roofadvantages-and-ideas-for-inspiration/ Constructionor published on Jul 25, 2015 retrieved from https://constructionor.com/limeplaster/#:~:text=Advantages%20of%20lime%20plaster%3A,Lime%20plaster%20is&text=It%20is%20permeable%20and%20 allows,does%20not%20require%20expansion%20joints.

LAI

ZHI

ZHEN

1001747427 UCSI

UNIVERSITY AR323

T H A N K Y O U

BUILDING

CONSTRUCTION &

TECHNOLOGY

III