construction project assignment

8/12/2019 construction project assignment

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D39DC Design for Construction

Coursework by


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Abstract

This is a summary of the draft refurbished office building , which is the building of Georgian stonein the center of a new existing extension . Connect the new building is being built in the lobby. It is

based on the provision of new buildings and parking room . The site is a slope from the back of the building behind the old path . The main entrance is located in the new office lobby . The Plan proposes a plan to meet customer needs and preferences , local building codes .With the creation of profitable customers , speed, environmental issues and sustainable developmentgoals and restricted items such as transportation difficulties , tilt your neighbors ad acent to theexisting building structure and sensitivity to noise and use different parts of the building structure ,including columns , bridges , walls and floors of the composite structure . !asement and engineeringre"uirements of the foundation, such as building loads and repel water at a reasonable cost andconstruction time is short, and to examine the environmental impact of the pro ects according tolocation restrictions above. Consultant is expected to finali#e the detailed structure of the structural

information .The coating system was filled aesthetics, durability, maintenance and stability , moisture , insulationand thermal and acoustic fire highlighted the basic re"uirements of protection. Concrete slab is a

better desktop system coverage . It is recommended that green roofs to reduce heat island effect andenergy loss of the building. It can also reduce sound reflection , improved protection against noise.Is supplied internal components, including roof systems , file systems and construction to upgradethe system partition . $eet the basic re"uirements proposed by the internal components and aestheticdurability and maintenance , structural capacity and performance , durability and fire preventiontechnology. It has integrated all these components are fully compatible.It systems provide fire protection through the use of positive and negative control fire, reduce fire

risk people and goods . Passive measures must protect the occupants from fire trigger and gets theminto a safe place to protect firefighters entered the building and attacked the fire and rescue thevictims , and to prevent the collapse of the elements structural cause in case of fire. Controlmeasures expected to fight fires , fire fighting or limit the menu to remind the occupants of the fire.%ou must include the long&term maintenance of the urgent need to determine the pace of the workagenda for repair and maintenance methods and maintaining "uality construction standards anddesign of the new plan office building maintenance , life expectancy , the total cost of living , as wellas financial and budgetary constraints , the law , and how to implement the work of extending thelife of the building, maintaining high "uality .


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TABLE OF CON TENTS

SECTION 1 GENERAL DESIGN FOR ACCESS AND ESCAPE

SITE AND BUILDING DESCRIPTI ON ............................................................................................................................

BUILDING CODES AND STANDAR DS .........................................................................................................................

LAYOUT P LAN ...........................................................................................................................................................

SECTION 2 STRU CTURAL DESIGN

CLIENT REQUIREME NTS AND CONSTRAI NTS............................................................................................................

PROS and CONS of Structural Materials ..............................................................................

Fire protection and Safety ...........................................................................................................

Efficiency .....................................................................................................................................................

Quality and Maintainability ................................................................................................

Buildability ..................................................................................................................................................

Sustainability and Environmental impact ............................................................................

Strengt and Stability...................................................................................................................

P ROP OSED STRU CTURAL ALTER NATIVE ...................................................................................................................

SECTION 3 BASEME NT AND FOU NDATI ON DESIGN

INTRODUCTION .........................................................................................................................................................

SITE SOIL INFORMATI ON............................................................................................................................................................

BUILDING LOADS..........................................................................................................................................................................

CONSTRU CTION M ETHODS .......................................................................................................................................................

WATER EXCLUSI ON .....................................................................................................................................................................

P ROPOSED FOU NDATI ON SYSTEM ..........................................................................................................................................

SECTION4 C

LADDING AND ROOFING P ROPOSALS

CLADDING SYSTEM ......................................................................................................................................................................

!est etic !ppearance ..................................................................................................................

"urability and Maintainability ............................................................................................

#oad $ransfer Capability ..............................................................................................................

Moisture %ngress and Condensation Prevention ..................................................................

$ ermal Performance ..................................................................................................................


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!coustic Performance ..................................................................................................................

Fire Prevention ..........................................................................................................................................

P ROPOSED CLADDING SYSTEM ...............................................................................................................................................

$ransparent Cladding for Point ! .......................................................................................

Opa&ue Cladding for Point B........................................................................................................

ROOFING SYSTEM .....................................................................................................................................................

'reen Roof .................................................................................................................................................

SECTION 5 INTERNAL COMP ONENTS

INTRODUCTION .........................................................................................................................................................

RAISE D ACCESS FLOOR SYSTEM ...............................................................................................................................


"urability and Maintainability ...........................................................................................Structural Stability ........................................................................................................................

Electrostatic "isc arge Capability ...............................................................................................

Sustainability ................................................................................................................................

Fire Prevention ..........................................................................................................................................

Performance and Specifications.........................................................................................

SUSPE NDED CEILING ...................................................................................................................................................................


"urability and Maintainability ...........................................................................................


Sustainability ................................................................................................................................

Fire Prevention ..........................................................................................................................................

Performance Re&uirements ........................................................................................................

DEM OU NTABLE PARTITI ON......................................................................................................................................................


"urability and Maintainability ...........................................................................................


Sustainability

Fire Prevention ..........................................................................................................................................

Performance Re&uirements

SECTION 6 FIRE PROTECTION

INTRODUCTION .........................................................................................................................................................


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Section 1 Gener ! Design for Access n" Esc #e

Site n" Bui!"ing Descri#tionThe reference to the principle of the matter, said the Georgian stone buildings existing indowntown office building is a new extension . The current building is connected to the new

building on the other side of the room. 'owever, there is no access between the old and new buildings . (xisting buildings are preserved and restored historical problems stone interface fromnorth to south . It is based on the provision of new buildings and parking room . The site is locatedat the rear of the building away from the sloping rear access to the ground, as shown in thefollowing table.

The main entrance is located in the new office lobby . )ocated on emergency vehicles * (+ - on the westside of the arrival of the current building . irefighters arrived to the point of the new building depreciationresulting drawer fire on the west side of the door, man .

MainRoad- // +

Car par,Entrance

Main EntranceRear access

Road 01// +

Emergency 2e icle!ccess (E2!)

E2!%ndication

sign

Fire access oint

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Bui!"ing Co"es n" St n" r"s

The pro ect design is based on a construction site in 'ong /ong *Chapter 012 - !uilding 3egulationct , disability discrimination , 4and in 0556 , the relevant codes of practice , including the

strengthening of code 7 3eference & ire of 1800 Practice *C9P : - security .

L yout P ! n

The design and layout must allow passengers to escape in case the emergency building security inaccordance with the relevant standards and codes of practice building. The development of the

proposed facility shows

In a typical office floor 0 ; , 1 ; accommodate a flexible, four offices closed ramp *0


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Car seat on the first floor of the building. =efinition of C9P& : does not handle the word groundor lower floors and less any sense, a winery. It has a parking space for people with disabilities *0-0&68 parking near the fire station, as re"uired by law.

>sable area is defined *> -, accumulated in the soil *:- in the building, do not include lifts, stairsand circulation areas, bathroom and kitchen, engine room and service Construction *C9P& :-.career development, you can calculate the appropriate regional parties which meet fire regulationsor building safe to use. building regional and availability calculation > factors *per person and

per s"uare meter- follows according to Table !0 C9P& : .


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Table !1 C9P ire :afety in 1800 to determine the number of escape routes, as shown below< Room4Storey Occupancy capacity

of eac floor4room

(no. of persons)

Re&uired (Provided )

Min. No. of e*it doors

and e*it routes

Re&uired

(Provided)

Min. total 5idt (in mm)

Re&uired

(Provided)

Min. 5idt (in mm) of eac

E*it doors E*it routes E*it door E*it route

Car par, 10 6 (7) (78//) (-9//) 09/ (61//) 6/9/ (69//)

Office '/6:'/7 66;6 1 6 (6) 09/ (


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Section 2 Structur ! Design

C!ient Re$uire%ents n" Constr ints

9b ectives and main client pro ect constraints, structural design, including

; :teel components will change significantly under high load is applied , must first curve . &It is sensitive to temperature changes * with thermal expansion- and vibration. & The steeland fire elements need further treatment

Fire #rotection n" S fety

Reinforced Concrete (RC)

;3C flammable and high fire resistance.& ?o need for additional insulation.

Steel

; :tructural steel is not flammable. 'owever, a significant loss of strength under fireTherefore, the need to continue treatment to satisfy audit re"uirements for protection against fire.%ou can easily complete multiple ob ects or a flat surface with plaster of steel deck surface fireexposed member.$ember.& :teel is expensive, time consuming, to achieve performance and fire, which often involves anapproval process and testing and special tests.

Efficiency


; 3ed Cross and construction of high&level waste as well as the time spent on the construction,including the need for the complex as a model, stop centering.& 3C is very sensit ive to weather conditions, which extends the period of construction. !utC3 from the low power loss, but also has good thermal insulation to minimi#e energy losses tothe environment.


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Steel

; :teel can be recycled flexible design and construction processes differently, thereby reducingwaste in general.& (asy installation of steel components, the coating can be formed simultaneously

nd easy to move as a simple model. General construction can be achieved "uickly.

& :teel and insulation is poor, the need for additional re better insulation3esistance.

Q u !ity n" M int in bi!ity


; 3C and depends mainly on the "uality of the experience and skills of local entrepreneurs, and perhaps not easy to control the "uality.& 3e"uires minimal maintenance. :eal can be easily applied to produce a smooth surface, the

panel is not re"uired.

Steel

; 3e"uires fre"uent maintenance.& $aintenance costs are reasonable, design, finish and protection for the construction of anappropriate and effective treatment. To be maintained, such as impairment testing of the oint, it maysimply be exposed immediately after the defective area.& ?o problem with the strength of steel, treatment or grows slowly, less affected by the movement ofwater and chills.& $ember of the "uality of structural steel fabrication and communication can be difficult

Control, but it can improve modern s"uare well e"uipped manufacturing technology.

Bui!" bi!ityReinforced Concrete (RC)

; The 3C can convert any flexible design flexibility.& cceptable to some extent, changes in the construction phase.& $aterials readily available in the local market, so the delivery time is not much.& )ocal entrepreneurs in 'ong /ong are very familiar with 3C buildings.

Steel

; :teel elements is easy to communicate and build.& Import long before ordering may be re"uired for overseas delivery as the most representative.& $embers must make a "uick decision on the si#e and design of the contact and asked to preparestores.& Prefabricated steel elements should be carefully monitored, high dimensional accuracy.


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&There is a slight change in work remotely or on site could lead to a delay in the whole process.& 3e"uire skilled workers, cranes and heavy manufacturing, assembly, welding, resulting in arelatively high cost.

& Wide rea Position in the construction of structural elements needed previously stored. It will be a high cost due to land in 'ong /ong with limited space.

Sust in bi!ity n" En&iron%ent ! i%# ct


; 3C usually produce more construction waste, construction period consumes more energy andresources is not sustainable.

Steel

; :tructural steel members can be recycled, and according to changes in the construction phase ofadapting, thus reducing waste and consume fewer resources, to reduce emissions of carbondioxide, the sustainable capacity.& ast construction and low landfill, resulting in lower environmental pollutants not3esults.

S trengt' n" St bi!ity Reinforced Concrete (RC) ; 3C has good resistance and bendingvibration and spinal problems :et aside. :tability can be maintained with a minimum ofmaintenance.

Steel

; :teel high pressure and stress and tension, but weak contact. %ou may need more than steel orlink very strong and hard to improve the strength and stability.& Iron lose strength in the case of a fire, the need for additional treatment and steady under fire.


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P ro#ose" Structur ! A!tern ti&e

It is in the following table on the properties of steel and concrete<

Performance Reinforced Concrete (RC) Steel !ppropriate option to

ob?ective andconstraints

PROS and

CONS of

Structural

Materials

:tiffness, independentfavorable climaticconditions and chemical

coustic and thermalinsulation.

@ig strengt to 5eig t

ratioA suitable for long;

term structureA small

si eA t e branc es and

t e space availableA

&uic, constructionA

independent of time.

?eed to build on:mall package. The

beams and columnsof steel structureThis restriction siteis more appropriate.

Fire protectionand Safety

Concrete has better fire protection and security.

ou need to 5or, ardto accomplis t esetas,sA so it as a igcost and t e time itta,es

3C floors and walls isthe element ofstructure voluminous.

Efficiency 3ed Cross and moderate(ffectiveness of waste andmore resource consuming.

Steel 5it ig

efficiencyA lo5 lossA due

to construction s ortly.

The steel hasimprovedefficiency

Quality and

Maintainability

3C is a bit difficult to

maintain the "uality andlevel, and the 3Cre"uires littlemaintenance.

Steel is betterA but re&uire

regular maintenance.

3C re"uires little

maintenance, butsteel has better"uality.

Buildability 3C can be created off&site and on&site in no wayflexible. =uring theconstruction process ofaccepting a degree ofvariation. $aterials and$ethods, 'ong /ong

Steel components are

easy to constructA but

as to be &ualified si e

and accurate

coordination.

'owever,all materialscan be constructed ofsteel components3e"uire skilled and

preparation work.

Sustainability

and

Environmental

impact

3C has a poorenvironmental

performance andsustainability

"ifficultenvironmentalsustainabilityandperformanceof t e best

=ifficultenvironmentalsustainabilityand performanceof the best


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Strengt and 3C has good strength and additional steel Materials Bot ave goodStability :tability. and manufacturing

processes $o maintain its

function.

!pplication t e

stability and

performanceAbutre&uires t e steel

to perform t esetas,s foradditional 5 or,.

In summary, the proposed structure is an alternative, which is the use of the composite structure, with

the beams and columns of steel framing members to achieve the maximum gap si#e and improving

the efficiency of soil and reinforced concrete walls and sustainability, prefabricated components

method to create a separate occupation insulation faster and better. These large panels re"uire

minimal maintenance. :teel structures and reinforced concrete can maximi#e efficiency and reduce

the time of construction, maintenance and environmental impact, structure and durability.


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Section 3 B se%ent n" Foun" tion Design

Intro"uction

It is based on the substrate can be driven into the ground and support bracket, land is not supported.

@erusalem transmitted foundation can penetrate substantially a large area or a small battery on the basis of a penetration depth. or the safety of nearby structures, the wall needed to reduce or

maintain. If groundwater at any height above the bottom of the basement wall, repel water, which

must be handled with care to ensure that the basement of the building in a good solution. !asement

must be designed and responds primarily to a reasonable cost and construction time, the technical

re"uirements of short duration, and taking into account the environmental impact of the

construction is limited, as the safety of ad acent structures and client needs :ite sustainability.

Consultant is expected to finali#e the detailed structure of the structural information.

Site Soi! Infor% tion

Refer to t e given data from t e laboratory analysisD t e soil information is as belo5>

"ept Soil type !llo5able bearing pressure

/.-/m Sandy soil gravel Not e*ceed 19,N4m 1

7.


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$otal dead load for t e structure 1A .7 1


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Option typical of t e 5allsA to prevent t e production of fissile material in @ong Gong as steelA

cast concrete piles and diap ragm 5alls miniature batteries. E*plore t e steel 5alls of t e structure

around t e trenc . %nstalls 5it a president of t e ig fre&uency vibration. Noise generated in t e

process plant and vibration. 'round5ater does not fitA t atKs t e problem. Stainless steel s eet ise*pensive. ou may need ori ontal support comple*A 5ill not be affected by t e e*cavation. Must

be fle*ible enoug to soil conditions in order to avoid damage to t e plate. E*cavation and filling

state is minimalA 5 ile t e e*pansion space access. $ is is t e effective dept of t e ole is t e

contribution 6/m. %ntervals including cellular concrete piles and concrete %NS%$H continuous or

proportionally spaced. $ is is t e fle*ible construction and alignment applied to different soil

conditions. $ is is because t at t e drilling process is &uite noisy. Mini cell is a specific place small

tubes battery panel. %t is suitable for small and sensitive positions re&uire a minimum of

interference or difficult to operate eavy e&uipment. $ e 5all t ic,ness of t e membrane 5all of

t e groove of 6.1 m and 9 mA in general. Cost;benefit in t e great forestA eliminating ori ontalsupport. Re&uires a large amount of dense and t erefore not suitable for a small site

+ en considering environmental factors and difficultiesA t ic,;5alled station transport Mini as

got t is little stac, of institutions is an appropriate c oice. %t 5as decided to stop t e production of

fissile material is mainly soil conditions of lateral support 5alls. Nort to stop t e production of

fissile material and closing t e building 5all structure anc ors t e e*isting soil is not suitable for

t ese restriction sites. $ e plate of t e nort ern region of t e inner 5all.

Basement can be top;do5n or bottom;up used. !t t e same time t e 5 ay from t e top tot e bottom of t e superstructure and infrastructure construction. %t is suitable for tig t

construction program or pro?ect deep cave. +all and t e 5all of t e separation membrane

is generally less demandA t ereforeA t e ori ontal support. %t is e*pensive because it

re&uires more plants and struggling. Construction met od is complicated to coordinate t e

pro?ect. $ roug t e bottom to t e top of t e first constructionA and t e upper substrate.

+all according to t e desired cutting dept of t e e*cavation. %t is suitable for small and

s allo5 basement. "uring drilling plantsA but at least a significant level of support re&uired.

$ e contribution of lo5 gro5t A t e pat of t e base to t e top office in t e basement is a

suitable approac for t e construction of t e basement.

$ e ,eys are used for manual operation of t e timber usually in @ong Gong due to t e different

s apes of lo5 cost and fle*ibleA 5 ic reduces t e need for t e plantA so t at more 5or, is

needed to 5or,A constructionA and 5 at traditional 5et concrete and slo5 .


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W ter Exc!usion'iven t e dept of 1. 9 meters of ground5ater. 'round5ater beneat t e grap above t e lo5er5alls of t e basement. +aterproofing is necessary to ensure t at t e building is in good condition.

Soi! L yer Di gr %

Seal to prevent 5ater from entering t e foundation 5allA t ereby preventing

deterioration of materials of diarr ea. "epending on t e surface and obstaclesA as

conventional asp alt or natural drainage 5ater polymer different load land policy. %f you

can prevent lea,age of system de ydration tan, ground5ater to provide automatic 5ater

disc arge tan,. Sealed tan, can be built in t e inside or outside to prevent 5ater 5as

added.

E*ternal tan,ing

$o t e ori ontal base placed concrete and asp alt concrete panels and foundation 5all and t e

lining is completedA t e asp alt coating is applied to t e vertical line. Reloaded to complete a set of

drilling units. $ is 5ill serve as an effective 5ater barrier to protect t e s,in from outside t e

basement. !lso suggests t at t e %BC (%nternational Building Code) to prevent 5ater loss caused

structural damage. Can be applied can be accessed 5 en t e e*terior 5all.

'round5ater is some5 ereabove t e bottom of basement


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%nternal tan,ing

$ e outer 5all of t e building after t e start. C arged and t en apply t e interior 5alls and slabs.

%n generalA if t e application can not reac t e outer 5all. ! 5aterproofing membrane is applied

to t e inner face of t e outer 5all

$ ereforeA t e best c arged internal 5ater barrierA basement of t e ne5 buildingA ne5

facades are not accessible. %t is important to ,eep t e tan, is normally used for t e construction of

a continuous s eet or proof membrane ("PM) of land to be connected strip s o5 ("PC) of t e

5all .

P ro#ose" Foun" tion Syste%

%n s ortA t e collapse of t e support systems in t e cell 5alls of t e e*cavation. Better

infrastructure for rapidA cost savings and reduced environmental surroundings. +ill be used from

t e bottom to t e top of t e timber and building basement foundation form5or,. $ ree

basement 5ater for e*ternal use to escape. "etailsA see Figure BF;6/6 BF;6/1.


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Section 4 C! ""ing n" Roofing P ro#os !s

C! ""ing Syste%

Marcus and building a transparent coatingA lig t paper can be used to form t e e*ternal interface.

$ ese panels are 5eat erproof ousingA t e insulating layers and successful internal paper. $ ere

are different types of flooring available in t e mar,etA suc as glassA steelA aluminumA stonecladding proposed system and to meet basic needs in terms of aest etics and durabilityA

maintenanceA stability and moisture barrierA eat and fire sound insulation.

Aest'etic A##e r nce

$ e e*pectations of t e ne5 building s ould appear attractive and t e level of commercialoffice buildingsA e*clusive and compre ensive. Coating system must ave t e conditionsdescribed above aest etics

Dur bi!ity n" M int in bi!ity

Coating system s ould be permanent pace must maintain its lo5 maintenance and appearance

of t e original elements. !ffected by environmental conditions suc as sunA 5indA rain and salt

corrosionA contaminationA coating materials of ig &uality and 5or,stations. Coating system

s ould be proposed design life of 6/ years.

Lo " Tr nsfer C # bi!ity

C arge includes t e same frame for mounting t e components A and t e 5ind loads o5n coat

5eig t coating A etc. . %s efficient transport mounting plate A resulting in a series of structural

elements of t e building.

M oisture Ingress n" Con"ens tion P re&ention$ e barrier coating to prevent ingress of moisture or condensation of t e most important

functions of a building systems. $ e coating system is to ensure a tig t 5rap to reduce t e ris, of

e*posure to moisture A including corrosion materials and t e lac, of isolation A mold and

deterioration of poor indoor air &uality .

T'er% ! P erfor% nce

+it out t e statutory ( legal construction efficiency ) for efficient use of energy in buildings to

reduce eat loss t roug t e insulation and minimi e po5er consumption (ma*imum 7/+4m1 )

@ong Gong buildings . %f t e coating system to meet t e re&uirements of local la5s A t e former

reduce energy consumption and carbon emissions of t e building.


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Acoustic P erfor% nce

$ e ne5 building is located in t e city center A and t e noise generated by traffic and surrounding

structures can be a problem . System is e*pected to reduce construction and coating lo5est

transmit audio 19"B .

Fire P re&entionSystem fire resistant coating on ad?acent e*isting buildings s ould not be less refractory lobby anytime

($RF) of office space office e*isting fire resistance. E&ually important is t e 5aterproofing system bet5een

plants s ould continue and complete t e vertical spread of fire. notation resistance coatings and sealants

system fire at least one our of LRules of financial resources.L

P ro#ose" C! ""ing Syste%%f t e coating system is designed to meet t e above re&uirements and functional aest etics.

!ccording to customer needsA t e 5est facadeA entrance all is a glass coating system (point !)

and t e sout facade of t e building of a ne5 office opa&ue coating (B).

Tr ns# rent C! ""ing for P oint A Priority System Plan Pil,ington #obby transparentsystem. Pil,ington glass plane and loo,s at tractive.Coating system as 61 years of design and safety avegood endurance. #aminated glass panels patentedcorrection process effectively transferred to t e loadon t e building structure. P il,ington provide igreflectivityA lo5 valueA H and lo5 em ission glassA in

response to t e re&uirements of sound insulation frommoistureA eat and electricity. $ ereforeA t e coatingsystem to meet performance Pil,ington

Source> Pil,ington Catalogue

Point !

Point B


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General ssembly adapted to be connected with glass panels and mounting rails bolts. Columnstart installing spider steel rails bolted or welded to the floor. or more details, visit the Cdrawing &080

O# $ue C! ""ing for P oint B

!S@$EC@ system provides an aspect impermeable layer high performance aircraft aluminum coating different attractive

color . It is a system of durable and low maintenance . lexibleand can be connected to the building structure . Coating can

easily be integrated to achieve a > calories created in thesystem as an air barrier wall and inner wall . Coating system

can not prevent water from entering the inner wall of the

board, therefore maintenance free. shtech 'ood with 088 E

of the waste material and durability. The device is installed on

the inner wall of the construction elements . or more details,visit the C drawing &081 .

Source> !S@$EC@ Catalogue

Roofing Syste%3oom and improve in the new top of the building . Therefore, it is better office system roofingcement floor . %ou should consider waterproof concrete slab roof . Preferably, a common type ofdamage waterproof best small oints of the reliability issues .

Source> #angley Catalogue

For more details please refer to t e manufacturerKs 5ebsite ( ttp>44555.langley.co.u,4).
http://www.langley.co.uk/).http://www.langley.co.uk/).


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Section 5 Intern ! Co%#onents

Intro"uction

Internal components, including roof systems, file systems and client update before workingsystems division. :uspended ceiling panels hidden electrical services and new office building

mechanical and structural. It is built on the land raised floor system to accommodate constructionservices as in the office room of the power and data. removable partition must have differentneeds of tenants flexible office space. It has integrated all these components are fully compatible.

R ise" Access F!oor Syste%

loor system consists of soil and module si#e is F88 x F88 mm ad ustable base installed. :hould bedone to satisfy basic needs, aesthetics and durability, maintenance and the ability of the structure,downloading and sustainability of raised flooring systems, and fire.

Aest'etic

A##e r nce

It is anticipated that the role of the proposed system should be viewed as a laminate or high pressure units to carry out office space carpet and beautiful shape.

Dur bi!ity n" M int in bi!ityThe proposed system should be durable, maintenance&free, with the exception re"uire health. It

mainly affects the floor panels and "uality finishing.

. Structur ! St bi!ity

loor system can handle the load re"uirements D.6/?;m1 live. Plants include the high weight load

on the ground and accessories and load support office must be valid tile panel supported basic

transmission.

E!ectrost tic Disc' rge C # bi!ity

The system must be highly efficient floor panels to meet interdependent pillars connected load

same effort from the beginning. If the floor system has a resistance of not more than 08 ohms

between the plate and the statue.

Sust in bi!ityWe must take into account environmental concerns, raised floors to create a green environment andsustainable development.


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Sus#en"e" Cei!ing

The system comprises a roof module dimensions F88 x F88 mm , which is installed in the structureof the ceiling panels suspended panels . If the caps proposed system to meet the aesthetic anddurability , maintenance , noise , fire and sustainability of basic needs .


expectations roof systems must show business office skyscrapers grade attractive appearance

Dur bi!ity n" M int in bi!ity

%ou must be a permanent roof , laundry service , minimum . The system must provide at least one08&year warranty against coating systems visible sag .

Acoustic Perfor% nce

The system should be a good soundproofing ceiling , the office work environment , which canlead to noise reduction in productivity and increased stress.Sust in bi!ity

The materials must be taken into account in the ceiling, creating sustainable development issuesof the environment and a green environment.

Fire P re&ention

3aised flooring systems and the same kind of fire based system is an unacceptable limit ,suspended in the same fire .

P erfor% nce Re$uire%entsrmstrong proposal or end 4panel roof level F88$$ si#e

mm x F88 mm, metal fiber ceiling absorbs sound colorsand different pictures can choose office space offers a greatlook. Texture thin, washable, non&=>3 !rite directionalface painting, a more reflective. superior durability andlight roof re"uires little maintenance, and public healthoffers 28&year limited warranty against visible depressionsregime to ?3C8.B offer excellent sound absorption

properties. plate made of materials with high recycledcontent roof to reduce waste and sustainability. ltima roofsystem is a fire Tegular Class to and meets there"uirements of the fire. all information is available athttp !rmstrong Catalogue


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De%ount b!e P rtition

The system is to divide the partition si#e of at least three meters high , which is mounted on the

roof and structure of the board of the panels and modules. The system should be removable partition scheme , meet beautiful durable , maintenance of basic needs , noise , fire and durability.


Wait mobile system partit ion , there will be a commercial office building attractive seniorDur bi!ity n" M int in bi!ity

The system should be removable and permanent part itions , re"uire minimal maintenanceAcoustic Perfor% nce

The system should be removable partition to occupy separate office , the noise disturbs the otheris a good sound insulation .

Sust in bi!ity

It should be considered , movable partitions to create an environment of green materials andsustainable development in environmental matters.

Fire P re&ention

For different office occupancy one our fire rating is re&uired for t e demountable partition system

according to t e re&uirements of t e COP;FS 1/66.

P erfor% nce Re$uire%ents

Tell pton 4 integrated Colourline split

folding steel frame with plaster finish nails

do not completely removable. !efore being

used to decorate the si#es of the units of the

division of up to 2 meters long, 088 mm

wide and strong, can choose different colors

3 ) powder coated poly ester with good

looks

9ffice . Source> !pton Catalogue


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:teel and lasting structural stability partition is compatible under !:612D, !:F0 8 !:F255. #oning

system is maintenance free and re"uires only hygiene. $usic can 683w *d!- between the various

sound effects provide a good stay. (valuate the system partition is a fire for F8 minutes in order to

meet the legal re"uirements for fire safety.

The lifting system, ceiling suspension system and movable partitions are supported. Installed4 pton4 Colourline roofing system partition and the movable support structure. !e demultiplexed

systems, floor and ceiling, but does not disturb the structure of each housing system. It is designed

for "uick installation and minimum workplace. ll information is available on the manufacturer

http


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Section 6 Fire P rotection

Intro"uction

ire is a series of fuel and oxygen *usually air- generates heat, which may result in either form of

filaments or the flame produced by a chemical reaction between the light. The smoke produced as a

result of fuel and oxidi#ing noxious smoke )ife toxic ingredients. The heat and smoke is particularly

dangerous. Combustion takes place in the presence of oxygen, heat and fuel & fire triangle. nd the

removal of one of these three components at the end of a chemical reaction.

It systems provide fire protection through the use of positive and negative control fire, reduce fire

risk people and goods. Passive measures must protect the occupants from fire trigger and gets them

into a safe place to protect firefighters entered the building and attacked the fire and rescue the

victims, and to prevent the collapse of the elements :tructural cause in case of fire. Control measures

to extinguish fires, fire fighting or restrict the list of alert occupants of fire, and do not have access to

the safety of passengers affected by the risk of eviction.

The fire control system assets and liabilities of the choice depends on the assumption of the character

and nature of the occupation, and must comply with local laws and regulations, including the

49rdinance of fire4 services *Chapter 56- and the Code Practices. ?ew laws in the Code of Practice

for building fire *C9P& :-, which includes structural safety re"uirements fireproof 1800, provide the

means and lagoons measures against fire rescue emergency exits, and provides the means exit in

case of fire. urthermore, the practice of law effective national institutions to fight the fire,

firefighters and e"uipment, inspection, testing and maintenance of facilities and e"uipment *C9P&

:I- and other minimum substantive standards.

P ssi&e Fire Contro! Str tegies

ire in the cabin are the key factors affecting the development of the fire load, si#e, insulation,ventilation, personal space. )oad increases if the fire will generate more heat from combustiblematerials, a list of construction. large fire&resistant compartment, looking more likely to containa large fuel load, which can slow the fragmentation of large buildings fire spread. Isolatedeffectively prevent heat loss, thereby reducing the spread of fire. Chemical oxygen potential fire torelease fuel. +entilation profile affect the supply of oxygen to the fire. ire can be internalcomponents, such as roofs, windows and other architectural elements such as walls, steps, ventsand transmission.


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Fire Resisting Construction (F RC)

The internal components of the spread of fire , for example, can damage the roof of the buildingstructure. !e more likely that passengers could not escape . Therefore, if a roof including hiddenlights inhibitors not based on fuel , resisting the spread of fire service . This is a very serious

problem , and that there is sufficient ventilation of combustion window hole , and spread rapidly .Glass coated glass or fire must resist the spread of fire. The fire "uickly spread through the building

blocks of floors , walls, doors and windows , the shutter can destroy structures . Therefore, youmust agree with the degree of fire to protect the safety of the occupants escape to a safe place , awaywithin specified time firefighters arrived, the fire or the building to save the victims of the assaultelement.

M e ns of Esc #e ( M OE)

This is necessary for the safety of passengers in case of fire , leave the building within a predetermined time. Therefore, you must provide ade"uate evacuation routes and the door of theroom , and the floor of fire origin in a safe place away from land in open space , in terms of "uantityand propose to meet the estimated population construction in accordance with the constructionstandards and fire codes . Includes one of the hallways , stairs , fireplace on the ground floor and outof a secure area. =istance and travel directly affected by the room or floor of building codes and firelaws and regulations to ensure that tenants to leave the building in time

M e ns of Access ( M OA)

To allow firefighters access to effective fire and rescue operations , providing a lot of access,including fire ; rescue and $echanical $en scales amorti#ed. In addition to the means of access andto facilitate emergency vehicle access * (+ - , to allow building codes and fire codes and securecar fire cleared.Acti&e Fire Contro! Str tegies

9nce lit the fire suppression is necessary to control or restrict, and to give passengers in the event ofa fire in the case securely access alarm . C9P & :I office building under commercial growth *lessthan 28 m , the discharge from the ground to the lowest point - and an effective system of firefighting services includes the following0. Install the mouth ; spiral hose1 . $anual fire alarm2 . utomatic :prinkler :ystemsDl . utomatic fire detection

6 . ixed inert gas system *such as C91 , $188 , etc. -F . Portable fire extinguishersB . dampers

. $ale (levator ire5. /ey Generator


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08 . (mergency lighting and exit signs00. +entilation control system.

P ro#ose" P ssi&e Fire Contro! M e sures$ e measures taken are negative fire

Means of Escape (MOE)

It is based on a series of evacuation of the room occupancy capacity and return by way C9P & : !0floor of the table. The roads and planning , construction and the necessary programming and escapedoors offer the following recommendations <

ccording to the above account and C9P& : Table !1, reducing the exit door and exit channel isthe minimum "uantity of 1 mm and 0868. $inimum width of exit doors and escape routes total is1688 mm. 9n each side of the maximum travel distance of the nearest locked door to protect 0 $and 2F$ *!00.2 re"uirements- output. The path between the exit ramp, the maximum distancealong the axis is re"uired D $ *!00.2 state-. (ntrance free lift gate *:ection !0F.0- lock. dooracross the road capable of coffee using 5 greater than 28, to be open towards the outlet *!02.0conditions- ramps on each side, a height of 0888, is not less than 68 mm and not more than 0,088


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The combination of control measures, occupant passive protection against fire ha#ards of fire , sothey get into a safe place for firefighters to reach the building envelope and attack the fire or rescuethe victims and prevent failure of structural elements in case of fire .

P ro#ose" cti&e Fire Contro! M e sures

$ e comprises an effective strategy against the fire after the fire service installation < Fire ydrant4 ose reel installation

Installed on a fire hydrant and a tube &mounted ladder roller tube 28 feet, each part of the building,you can reach a common hallway .

Manual fire alarm

ire alarm system with manual control , including guidelines broken ice box , alarms and warning bell visible reel submit each site.

Sprin,ler system

utomatic sprinkler system must be installed in all areas , including the lobby , hallways andstairways , bathrooms, but apart from some parts of the plant, such as pumping stations, elevatormachine room , dining room, generator fuel tank .

!utomatic fire detection and alarm system

$ e fire detection and alarm system for t e office building s ould include t e manual fire alarm

basic brea, glass and t e automatic detection system. Optical point type smo,e detectors are

provided in lift lobbyA corridorA staircaseA and etc. t at are escape routes and circulation areas int e building. @eat detectors are provided in staff ,itc ens and plant rooms to avoid false alarms.

@eat detectors s ould be mounted at t e top of t e lift s aft 5it not less t an 9//mm from t e

5alls of bot sides. ! Public !ddress (P!) System is installed to provide audio alarm to guide t e

occupancy o5 to react in an event of a fire besides alarm bells. !utomatic fire detection and

alarm (!F!) panel 5it mimic panel s o5ing t e building entrancesA escape routes and division

into ones t at is located at t e fire control centre near t e main entrance at atrium can be easily

accessible to bot t e occupier and t e firefig ter.

Fi*ed inert gas system

These are the fourth system parameters any inert gas generator fuel tank and a fourth $188spraying system , which is undesirable to the floor ceiling .

Portable fire e*tinguis ers

Portable fire extinguishers portable fire extinguishers occupation . category s a kind of electrical.


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fire hall in general office areas and parking of plants and foam type extinguisher carbon dioxidefire extinguisher , portable fire extinguisher should be applied .Fire S utter

t re"uires the installation of sprinkler butterfly valve between the lobby and the first floor of the new building in the field of construction payments. :hutter operation of fire smoke detectors, manualcontrol of C; W on both sides.

Fireman s lift

)ift and means to meet the needs set fire, fire and rescue.

Essential generator

/ey generator to provide 01 hours of standby time *C9P& :I re"uires no less than the re"uired six

hours- to support the core team of fire on the roof.

Emergency lig t and e*it signs

Install emergency lighting in the entire building and all exit routes leading to lower levels of theearthAs surface, including soil Parking gives enough light intensity. In addition to the emergencylighting, and should provide sufficient guidance to the floor of a building with all output channels,clear evacuation routes to safety and evacuation work.

2entilation control system

ventilation ; air conditioning control systems and ventilation dampers cut packaging to prevent the

spread of fire and smoke and fire associated compartment. ll installation work and maintenance

must be performed by a "ualified contractor firefighter.

ctive measures against fire and consolidated control or reduce existing fire fire warning and

guidance occupants and ensure the safety of passengers are not sub ect to the risk of deportation, even

if power failure. Call of pressure control system design P&080 active fire.

In summary, it can trigger positive and negative recommendations are effective in reducing the risk

of fire and property, and in accordance with the control measures re"uired by local law .


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Design Str tegies for M inten nce Re$uire%ent

rom the above, it is necessary to evaluate the new building must be maintained in order to respondto the initial phase of the pro ect in terms of systems or components of buildings and economic

needs of the level and fre"uency. The following important factors that must be considered in thedesign .

M inten nce P o!icy

Customer re"uirements of global environmental problems, high performance and high "uality,analysts need a cost of living in general, to ensure 4value for money4, and not ust the initialinvestment cost. Therefore, the maintenance schedule preventive maintenance plan is based on

providing customers maximi#e the value of the building, the amount after legal advice.

Q u !ity of M inten nce St n" r"

It re"uires a higher level, and regular monitoring and preventive measures, as far as possible torestore the standard component failure before.

Design of Bui!"ing

The "uality of the materials used will have a significant impact on office maintenance needs. Is a bad design or funding exceeds specific maintenance costs and re"uire more maintenance. nd themaintenance work and the ability to compromise the cheap or low "uality. Therefore, the need,

the materials used, such as housing and internal components, such as raised floor system, ceilingsand movable partitions are durable and maintenance. It can be used in the candidate contractor toensure the "uality of work, to meet high levels of demand.

Ex#ecte" Ser&ice Life

(xpected life of the new building is at least 68. To maintain the expected life, you need to replacethe front building components or the entire life cycle of the construction process, according totheir standard of living.

W'o!eL

ife Cost

The materials and design alternatives will exceed analysts deal with life as a whole, the firstclient based Terotechnology possible to achieve profitability in the design phase. !uildingsthrough life cycle costs, including the cost of the initial investment *design, e"uipment ;materials and construction costs- and recurring costs *costs of operation, maintenance anddisposal-. ?ote that the cost of long&term cost is more important than the initial capital. $ost ofthe cost of living goes down, is in operation and maintenance of the maintenance issues must be


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M et'o" of Work Execution

The direct use of labor *=() ; =)9 - is less common , more and more companies focus on theirheart in the art and do not want to pass these costs , maintenance and training , support and executivedirectors, and so keeping this work subcontracted to other powers of the maintenance contractor .

?aturally , keeping maintenance manager to manage outsourcing contracts and maintenance

management . Hualified maintenance contractor works . It is flexible to change the maintenancere"uirements of the company, but also allows the company to focus on its core business.

P ro#ose" M inten nce P ! n

The new office building maintenance plan , and includes the time of the next activity, a predetermined period of five years of operation .& Ceiling& Get rid of the rain & outdoor& Plating& luminum siding & a system of raised floor & 3oof& The first removable& Construction

5 ye r M inten nce Sc'e"u!e

The new building follows the maintenance schedule of five years.


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Dr wings

Access n" Esc #e

!E;6/6

!E;6/1

!E;6/7

Structur ! Design

S";6/6

S";6/1

B se%ent n" Foun" tion Design

BF;6/6

BF;6/1

C! ""ing n" Roofing

CR;6/6

CR;6/1

CR;6/7

Fire P rotection

FP;6/6


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Stu"ent P erfor% nce n" Ref!ecti&e P r ctice

% ave already completed t e course tas, for t e pro?ect of a "esign for Construction. % ave

developed a set of design proposals for t e building including access and escapeA structural frameA

basement = foundationA cladding and roofingA internal componentsA fire control and maintenance

plan. $o design t e multi;system of t e buildingA it re&uire me to understand not only t efundamental principles of eac sub?ectA but % need to get deeply understand t eir mutual

relations ips and interdependencies. %t as demonstrated t ese true in t e process of design

5or, t at % ave often revised t e design to matc t e overall system re&uirements in t e design

loop.

% ave not yet studied in construction tec nology so it is difficult for me to understand t e field

toget er 5it t e relations ips 5it ot er sub?ect in t e ot er course in a s ort time. % ave spent

muc more time to come over t ese difficulties. % ave tried to understand t e ,no5ledge and to

identify t e ob?ective and assumptions before commencing t e design tas,. $ roug out t eevaluation of possible optionsA % ave learnt o5 to select t e most appropriate based on t e

pro?ect constraintsA environmental concernsA sustainability and meet t e legal re&uirement. $ e

course5or, may be t e bestA but for me it is a good ?ob.

% ave not only learnt t e ,no5ledge for Construction $ec nology and Building standardsA but %

also understood o5 to manage t e time and practice t e presentation s,ill. One

uncomfortable feeling 5as t at t e construction tec nology 5as not deeply in touc and may

forget in t e future. But % 5ill consolidate t e related sub?ects in a file called #esson #earnt for

"esign for Construction to refres me in t e future.

$ e ma?or lesson learnt 5as t e tec ni&ue to 5or, a design proposal t at % ave commenced t e

draft first and revised according to t e updated information or ot er re&uirements from ot er

systems. On t e ot er sideA % found t at t e selection met od for t e appropriate alternatives

5as actual almost t e same in t e sub?ects.

%n conclusionA it is a good time to present my design proposal in t e course.

$ an, ou.

.


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Reference

6. Code of Practices including Code of Practice for Fire Safety in Building 1/66.

1. Code of Practice for Minimum Fire Service %nstallations and E&uipment and %nspection 1/61.

7. Code of Practice for Structural Hse of Steel 1/66


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construction project assignment

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