General Arrangement Drawings

Scale (@ A3)

Checked byDrawn by

Date Project number

DRWAING NUMBER

CLIENTPROJECT TITLE

SHEET

STATUS PURPOSE OF ISSUECODE SUITABILITY DESCRIPTION

30/0

4/20

15 0

4:05

:10

1 : 1DDS4_PO4

GALWAY/MAYO INSTITUTE OF TECHNOLOGY

28/04/15

Mark FlynnDenise DillonEmer MaughanGA-MF-00

Cover Sheet

Upgrade&Retro-Fit of Building and CivilDepartment

GA

28/04/15No. Description Date

Drawing Issue Sheet

Sheet Number Sheet NameSheet Issue

Date Checked By Drawn By scale

GA-MF-00 Cover Sheet 03/26/15 Denise DillonEmer Maughan

Mark Flynn

GA-MF-01 Site Plan 03/27/15 Denise DillonEmer Maughan

Mark Flynn 200

GA-MF-02 Ground Floor Plan 03/26/15 Denise DillonEmer Maughan

Mark Flynn 200

GA-MF-03 First Floor Plan 03/26/15 Denise DillonEmer Maughan

Mark Flynn 200

GA-MF-04 Ground Floor Demo 03/26/15 Denise DillonEmer Maughan

Mark Flynn 200

GA-MF-05 First Floor Demo 04/26/15 Denise DillonEmer Maughan

Mark Flynn

GA-MF-06 Large Elevations 03/26/15 Denise DillonEmer Maughan

Mark Flynn 200

GA-MF-07 North Entrance Elevations 03/26/15 Denise DillonEmer Maughan

Mark Flynn 200

GA-MF-08 Section AA & BB 03/26/15 Denise DillonEmer Maughan

Mark Flynn 50

GA-MF-09 Section CC & DD 03/26/15 Denise DillonEmer Maughan

Mark Flynn 50

GA-MF-10 Roof Sections 03/26/15 Denise DillonEmer Maughan

Mark Flynn 5

GA-MF-11 Curtain walling Sections 03/26/15 Denise DillonEmer Maughan

Mark Flynn 5

GA-MF-12 Elevator Details 03/26/15 Denise DillonEmer Maughan

Mark Flynn 5

GA-MF-13 Detail 1 03/26/15 Denise DillonEmer Maughan

Mark Flynn 5

GA-MF-14 Details 2 03/27/15 Denise DillonEmer Maughan

Mark Flynn 5

GA-MF-15 Link Bridge Sections 03/27/15 Denise DillonEmer Maughan

Mark Flynn 10

Design and Detail Studies 4 Project:Construction Information/ Working Drawings/

NBS and Portfolio

You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)

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Tourism&ArtDepartment

ExistingPre-fabs

Fist

Flo

orLi

nk B

ridge

BoilerHouse

To E

xist

ing

Foul

Sew

er

Pre-FabCafe

Pedestrian CrossingTactile Surface

Disabled Car Parking& Set Down Area

9625

1432

722

-100200

-100

7725

9900

2731

879

4695

2400

1234567891011121314

1235678

18171615141312119 10

1 2 3 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9

2

GA-MF-08

FH

3115

3830

4695

4695

24001432

RL 9.625+AOD

SVP

11258

9093

11339

20622

1462

4

3944

2000

12840

4925

3170

19370

146584712

1513

0

7441

RL 5.160+AOD

RL 5.530+AOD

RL 5.360+AOD

Building and CivilDepartment

RF 2.731+AOD

RL 7.725+AOD

RL 9.900+AOD

GL -100+AOD

LP

9625

RL 9.625+AOD

1:80

1:80

1:80

1:80

1:80

1:80

1:80

1:80

1:80

1:80

1:80

1:80

1:80

1:80

1:80

1:50

1:50

1:50

1:50

1432

1432

2400

1432

1432

1432

-100 -100-54

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LPLP

RMHRMHRMHRMH

RMH

RMH

RMH RMH

RMH RMH

RMH

RMH

FMH

FMH

FMH

FMH

FMH

FMH

FMH FMH FMH

FMH

41909

2400

4850

FH

FH

FH

N 122358E 397423

1:5

1:3

1:3 1:3

LP

3521

6664

3536

146337672

30385

9020

1290

1

3856

1863

2000

1925

5785

1076

2597

9214

1071

400

4220

400

1013

2110

1019 3870

15863 400 1102

1:9

1:9

1:41:4

1:4

1:9

1:20

1:7 1:7

[No Slope]

1:8

1:2

1:2

1:8

1:12

1:12

1:3

1:3

1:3

1:4

1:4 1:4

1:5

1:5

1:6 1:

6 1:5

1:5

1:5

[No Slope]

[No Slope]

1:29

[No Slope]

3939 2575

38299 1287

7624

1619

6379

1432

7806

3088

1100 21718 1100 2000

1100

8025

4850

2400

5741

4850

4924

2380

RMH

RMH

RMH

RMH RMH

RMH

Accessible Entrance

Access Route

Permeable Paving

Drop Kerb WithTactile PavingIn Compliance WithTGD Part M 2010Diag 4b

Existing Building(All otherConstruction is ProposedDevelopment)

General Notes:All works to be Carried Out In Accordance With Current Building Regulations AndDOE Specification for Site Development Works.This Drawing Is To Be Read In Conjuction With DAC And FSC Compliance Reports and AllOther Relavant Working Drawings And Documents.

Gravity Drainage System

Grass Areas

Proposed Building

Permeable Asphalt Paving

Disabled Parking Spaces INCompliance With TGDPart M 2010, Section 1.1

CAR Park Spaces-- No. Of

2000

1800

2000mm x 1800mm PassingSpace To Allow Two PeopleIn a WheelChair To Pass ByEach Other, InComplianceWith TGD Part M 2010Section 1.1.3.3

Fire HydrantFH

Lighting PostLP

Tarmac Roadway

New Disabled Parking

Corduroy Hazard Warning SurfaceIn Compliance With TGD Part M2010,Diag 4b.

1800mm x 1800mm Level LandingProvided in Front of Power-operatedAccessible DoorsIn ComplianceWith TGD Part M 2010 ,Section 1.2

1500mm Pedestrian Crossing

Guard Rail Provided to ProtectFrom Outward Swinging Doors,In Compliance With TGD Part M2010 Section 1.1

Soil Vent Pipes

Rain Water Pipe

Foul Water Man-Hole200mm x 200mm

F.M.H

Rain Water Man-Hole200mm x 200mmR.M.H

Fowl Water Drainage 150mm PVCPipe With Fall No Less Than 1.100

Rainwater Drainage 100mm PVCPipe With Fall No Less Than 1.100

Proposed Levels98.40

Existing Levels98.40

Site Area:

Legend

AR

New site: 8087 m2

Existing GMIT: 84297 m2

Min,5mm Raduis U3 Finish

217 40

Pavement AsSpecified

Kerb with a Max heightof 80mm of 45 splay tobe adopted on designspeeds >45km

Grade C40Concrete Kerb

Additional Concrete for Kerbsand Kerb blocks where required

Stanard In situ Concrete Kerb

Sub-Base Material 500 Min

Pavement AsSpecified

Sub-Base Material 500 Min

1.10 Slope

Tactile Paving

U3 Finish

217 40

Additional Concrete for Kerbsand Kerb blocks where required

In situ Concrete Drop Kerb

35-40mm Thick Compacted Grit Sand

Minimum 100mm ThickCompacted Sub-Base

50-65 Thick pavers

Edging Course laid on 100mmConcrete bed and haunch

65

100

40

100

N

Scale (@ A3)

Checked byDrawn by

Date Project number

DRWAING NUMBER

CLIENTPROJECT TITLE

SHEET


30/0

4/20

15 0

8:37

:51

As indicatedDDS4_PO4


28/04/15


Site Plan


GA


1 : 200Site Layout Plan

17 No. DesignatedStaff Parking SpacedIn Compliance WithPart M Section 1.1, Dia 8

Grassed Areas And PlantedAreas:Grassed Areas To BeGraded to Required Levels.WithSuitable Subsoil. Suitable FreeDrainage Topsoil To Be LevelledIn 150mm Layers.

Tarmacadam:

2 Layers Of Base Course And WearingCourse ThicknessMin 80mm. 50mm Base Course DenseBitumeous Macadam,20mm Chip,30mmWearing Course Dense BitumeousMacadam,14mm Chip,50mm CompactedBlinding Limestone Dust250mm Min Layer.

Set Down Area

Proposed Area For New DisabledCar Parking To Serve The BuildingUsers

Sign at main entrance carpark clearly indicating locationof diabled parking space

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Public Parking Area30 Spaces providedIn Accordance With TGD

Level PavedAcces Route

Saft PointOf AssemblyPart B Compliant

Part M Compliant,Section 1.1.3.31800x1800mm Level Landing.Landing to Be Provided at TheTop And Bottom Of A Slope.The Top And Bottom LandingsShould Be At Least 1800mm Wideand 1800mm Long.Clear of Door Swing.

Circulation Routes:

Pedestrian Routes Gradient at1:50 In Accordance With TGDPart M 2010, Section 1.1 TactileSurface Shall Be Used To ProvidA Warning Of A Change In Level.

Rainwater Goods:

75mm Downpipes Including All BracketsAnd Fixings.Gutters Formed In Asphalt.Precoated, Polyester Coated AndAnodised. All Aluminium Alloys UsedConform To Bs En485 2 And Bs En1396.1997.

Entrance Roadway

Exsting Ambulant Disabled Stairs:Minimum clear width between stringsof 1200mm provided.Rise 175mm,Going 300mm.Continuous handrailsprovided at eachends of the stairs.In accordance with TGD Part M 2010

Level acces providedGradient slope 1:50

121 SIPHONIC RAINWATER DRAINAGE SYSTEM:

FULLFLOW SELF PRIMING SYPHONIC ROOF DRAINAGE SYSTEM CONSISTING OFPRIMAFLOW® SELF PRIMING SYPHONIC ROOF OUTLETS AND ASSOCIATED PIPEWORK.PRIMAFLOW OUTLET BOWLS ARE AVAILABLE WITH PLAIN SPIGOTS 56MM OR 75MMEXTERNAL DIAMETER AND IN A RANGE OF MATERIALS INCLUDING, STAINLESS STEEL,COPPER, GALVANISED MILD STEEL, PVC COATED ALUMINIUM AND WITH THE OPTION OF ASMALL OR LARGE FLANGE. OUTLETS CAN BE FIXED MECHANICALLY OR WITH ACOMBINATION OF MECHANICAL AND ADHESIVE METHODS AND ARE SUPPLIED WITH A SELF-ADHESIVE SEALING STRIP WHICH COMPLIES WITH BS 6213: 1982(1992) AND TEK SCREWSTO BS 4174: 1972.

1 : 103 Kerbs

Notes:in situ concrete kerbs shall comply withtherecommendations of b.s 5931

kerbs shall be protected from the effects of adverseweather until curved

drop kerb height varies from 25mm for vihicularaccesses and 0-6mm for pedestrian crossing

1 : 54 Paving

External Wall Up-Grade:

Existing: 200mm internal Concrete Block.80mm Semi Open Cavity, 45mm externalconcrete aggregate panel

Up-Grade:Existing Reinforced ConcretePanels to be Removed. 100mmhorizontal/vertical C-purlin support rails.12mm plasterboard,125mm KingspanKooltherm k15 rigid insulation panel 30mmventilated cavity, 10mm Granite CompositePanel Externally.

Existing Roof Build-up:

Existing Roof:Existing 200mm concrete waffle slabExisting 50mm sand screedExisting bituminous feltExisting 25mm InsulationExisting 30 Mastic asphalt as waterproof150mm Concrete Slab, 25mm Degrading Polystyrene, 25mmLocally Failing Asphalt.

Upgraded Roof:Airtightness membrane bonded to primed substrate.200mm Kingspan Kooltherm PIR insulation.Two layers of polymer modified bitumen waterproofmembrane with chips on exposed surfaces.

Roof Build-up:

352mm x 172mm UB beam150mm profiled steel decking150mm reinforced concrete slab1.2mm foil cored reinforcmed vapourbarrier.20mm asphalt. Tapered PIRinsulation varying from 110 to 270 mmthick to form 1:80 fall.Two layers ofpolymer modified bitumen waterproofmembrane with chips on exposedsurfaces.

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ded

Gra

dien

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pe 1

:50

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rovi

ded

Gra

dien

t slo

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:50





Guarding providedaround outward openingdoors in compliance dia1 and 2 of TGDpart M2010 1.1.3.1


Part MCompliantPedesreianCrossing

Roadway flushwith footpath

Paving

Paving Paving

Push Pad for accessiblepower-operated doors. Incompliance with TGD PartM 2010 Section 1.2.4.3



Yeild

Yeild

Bridge Structure

120mm Circlar hollow steel hexagonal frameConnected by 340 x 315 mm UB at base plate150mm profiled steel decking spaningbetween UB ,150mm Concrete slab,100mmconcrete screed. 40mm Granite floor Finish

Bridge Facade:

40mm thick bead-blastedstainless-stell panel with lazer-cutvertical abutments botled tosupporting structure in rigid joints.

Canopy Gutter:

300 x 75 x 1.5mm pressed aluminium boxgutter inbeded in to polymer modified bitumenwaterproof memebrane on three sides.76mm diameter aluminium rainwater pipesinserted inside circular hollow columns.300 x 150 mm cut-out near base of columnsfor rainwater pipe outlet.

Existing Ramp

AR AR

AR

AR

Roof Light Build-up

375 x 75 mm reinforced concrete upstand.25mm PIR insulation around up-stand.75x 50mm softwood kerb screwed to concreteup-stand.Top layer of polymer modified bitumen waterproofmemebrane dressed up vertical face and underrooflight frame. 2100mm wide extruded aluminiumframe screwed to kerb to ensure 1.100 fall.Walk on 21.5 mm toughened laminated outer pane,16mm air filled cavity, 6mm soft coat low-E innerpane.

Roof Lights:

30no. Electro Automated Opening WindowsFor Smoke Venting To Atrium Connected ToFiremans Switch At Main Entrance Lobby AndFire Alarm System. Also Connected To BmsFor Enviromental Control Of Atrium.WindowsTo Be Self Closing On De-Activation. OperationOf The Vents In The Event Of A Power FailureTo Be Integrated Back-Up Battery PowerWhich Fails In The Open Position

Concrete Footpaths:

100mm Conc. Paths Laid To Fall (1.36)Away From Buildings On Min 150mmLimestone Hardcore Fill Or As NessaryTo Make Up Levels.Concrete In 3m BaysWith A Starroller Finish And Bullnose EdgingThe Foot Path That Surrounds The BuildingIs Also Made From Eco-Cem Concrete. ThisWill Hepl The Building Reduce Its CarbonFoot Print



DN

DN

DNDN

UP

UP

UP

UP

A B C D E G H I

1

2

3

4

5

6

7

F

1:52

1:12

1:12

1:8

1:9

1:8

D-3FD-3

D-12FD-1

D-8FD-1

D-15FD-1

D-21FD-1

D-23FD-1

D-25FD-1

D-28FD-1

D-17FD-1

D-18FD-1

D-19FD-1

D-22FD-1

D-24FD-1

D-26FD-1

D-39FD-1

D-41FD-2

D-85FD-1

D-86FD-1

D-137FD-1

D-87FD-1

D-88FD-1

D-90FD-1

D-92FD-2

D-151FD-2

D-152FD-2

1

GA-MF-08

1GA-MF-12

CC

GA-MF-09

DD

GA-MF-09

2

GA-MF-08

19308

1259

425

42

2887

2452

1912

1891

2004

1448

11720

1512

3

5766

12374

7421

2198

2183

2260

1254

2

7501

1230

42170

2301

4907

2170

2308

2330

2530

900

8161

101018

4519

80

4775

ø 450

7418

7500

7501

7501

7501

7543

7443 7501 7501 7501 7501 7501 7501 7501

36 m²Room143A

34 m²Room145

87 m²Hall146

20 m²Room142

13 m²Room184

4 m²Room183

4 m²Room182

16 m²Room181

81 m²Room143

72 m²Room141

87 m²Room148

43 m²Room150

44 m²Room152

16 m²Room

21

35 m²Room153

35 m²Room154

34 m²Room155

34 m²Room156

33 m²Room157

35 m²Room158

35 m²Room159

5 m²Room129A

5 m²Room129B

10 m²Room129C

11 m²Room131C

10 m²Room130B12 m²

Male WC134C

8 m²Room134A

12 m²Room134D

39 m²Room130G

25 m²Room128

13 m²Room125A

11 m²Room128B

62 m²Hall147

35 m²Room131F

92 m²Room131

Selected Marmoleumfloor covering

62 m²Hall147


11 m²Room132

Selected Non-Slip Tile

5 m²Room133


146 m²Entrance

131A

Granite Flooring

5 m²Room135A


91 m²Room134E


D-31FD-1

D-33FD-1

D-36FD-1

D-34FD-1

D-37FD-1

D-44FD-2

D-46FD-2

D-8FD-2

D-78FD-1

D-48FD-1

D-49FD-1

D-51FD-1

D-81FD-1

D-82FD-1

D-83FD-1

D-84FD-1

D-89FD-1

D-91FD-1

D-21FD-1

D-145FD-1

D-53FD-1

D-55FD-2

D-57FD-2

D-59FD-2

D-153FD-1

D-155FD-1

D-62FD-2

D-177FD-2

D-178FD-2

D-26FD-3

1800

1800

1800

1800

1800

1800

1800

1800

D

AA

A

A A

A

A

D

D

D

D

A

A

D

D

C

C

C

A

D

D

D

AA

AA

AA A

A

A

A

A

A

A

A

A

A

A

A

A

20622

10852 1940 7829

1401

1940

3346

1940

538

9166

2177 3725 3600 1717

1930

1930

1930

910

1325

1240

6

11344

2079

2015 4134

1047 2100

9300

4519

1320 2814

4035

2813

7221

6668531

2452 2222 2678 2439 1895

2838

2452

1964

1896

2000

2000

8690

F C

FT-C

ircul

ar F

illed

Sect

ions

-Col

umn

Basi

c W

all

Stai

r Har

ringt

on P

reca

st C

oncr

ete

Ambu

lant

Acc

essi

ble

Stai

rs

76 Doors_Dbl_Glass_4

A Ba

sic

Wal

l Con

cret

e Bl

ock

D Basic Wall Kingspan KoolThermPremium performance rigid thermoset

modified resin insulant manufactured with ablowing agent that has zero Ozone

Depletion Potential (ODP) and low GlobalWarming Potential (GWP).

D-98FD-2

2127

2127

774 3600 3126 8186 3600 588 702 1800 601 1200 907 1800 509

4781

26387

4600 2812 7039

B

B

772

3600

580

3600

305

1810

2084

910 6350 2594 3600 2420 3600 1800 407 3600 1915 3600 1640 3600 1380 3600 820 1800 810 1800 830 3600 1540 3600 1119 18001398

309 3600 1468 1800 601 1200 5599 1800 1290 1010 631

4924

4991 7679 14633

1205

1205

4267

1051

1051

4850

24000

Floor to be raisedto existing internalfloor level

1900

1800

1432

1431

1900

1856

1900

1900

1900

1900

1432

F

FF

F

GG

G

G

H H

H

H

H

4810

4109

1197

1182

4129

W-1W-2W-3W-4

W-5

W-6

W-7 W-8 W-9 W-10 W-11 W-12 W-13 W-14 W-15 W-16 W-17 W-18

FMH

FMH

RMH

FMH FMH

RMH RMH

RMH RMH RMH

RMH

RMH

RMHRMH

RMH

1:4

1:61:

4

1:3

[No Slope]

[No Slope]

1:6 1:

5

GFL 29.1

GFL 29.1

Existing Walls:Starting out point for measurments.

External Wall Up-Grade:Existing: 200mm internal Concrete Block.80mm Semi Open Cavity, 45mm external concreteaggregate panel. Up-Grade:Existing ReinforcedConcrete Panels to be Removed. 100mmhorizontal/vertical C-purlin support rails.12mmplasterboard,125mm Kingspan Kooltherm k15 rigidinsulation panel 30mm ventilated cavity, 10mmGranite Composite Panel Externally.Internal Walls: Gypoc Metal Studding System50mm Insulation Roll, 2Layer of GypocPlasterboard Bothside with Skim Finish

Wall TypesInternal Wall: 215mm x 100mm Single LeafBlock With Paint Finish

300mm Load Bearing Column

AB

C

D

E

F

External Glazing

Exsting Concrete Columns (200 x 400)

Exsting Concrete Columns (400 x 400) G

H

1800mm Min Turning CircleProvided In Lobbies And SpacesWhere Turning Is Needed ForWheelChair Users.

1800mmMin TurningCircle

Minimum 450mm ActivitySpace Provided To AllToilet Cubicles

Permeable Paving




Prposed Construction

Grass Areas

Existing Block work


2000

1800


Fire Hydrant

Lighting Post

Tarmac Roadway





Soil Vent Pipes

Rain Water Pipe


Rain Water Man-Hole200mm x 200mm





Site Area:

Section 1.4 Sanitaryfacilities for buildings otherthan dwellings 68 Diagram15a Wheelchair accessibleunisex WC (1800 mm x1800 mm turning space)

Ambulant Disabled Cubiclein compliance with TGD partM 2010 Section 1.4 dia.19 FH

LP

F.M.H

R.M.H

New site: 8087 m2


Internal Fire Doors30 Minute Fire Resisting Single Doorset

Fire Resisting doorset to have no less than 30minutes integrity rating in accordance with TGDPart B/20-22 and to have a leakage rate notexceeding 3m3/hour (Head&Jamb) whentested at 26pa.

30 Minute Fire Resisting Double Doorset

Fire Resisting doorset to have no less than 30minutes integrity rating in accordance with TGDPart B/20-22 and to have a leakage rate notexceeding 3m3/hour (Head&Jamb) whentested at 26pa.Doors to be fitted with an automatic self-closingdevice which is capable of closing the door fromany angle.

Automatic doors to fitted with push button control.

FD1

FD2

60 Minute Fire Resisting Single Doorset

Fire Resisting doorset to have no less than 60minutes integrity rating in accordance with TGDPart B/20-22 and to have a leakage rate notexceeding 3m3/hour (Head&Jamb) whentested at 26pa. FD3

NScale (@ A3)

Checked byDrawn by

Date Project number

DRWAING NUMBER

CLIENTPROJECT TITLE

SHEET


30/0

4/20

15 0

3:16

:26



28/04/15


Ground Floor Plan


GA


1 : 100Block A Ground Floor


1800mm Min Turning CircleProvided In Lobbies AndSpaces Where Turning IsNeeded For WheelChairUsers.


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Paving

Paving





Circulation Routes:



Bridge Structure

120mm Circlar hollow steel hexagonal frameConnected by 340 x 315 mm UB at base plate150mm profiled steel decking spaning betweenUB ,150mm Concrete slab,100mm concretescreed. 40mm Granite floor Finish


Circulation Routes:


Circulation Routes:




Existing: 200mm internal Concrete Block.80mm Semi Open Cavity, 45mm external concrete aggregatepanel

Up-Grade:Existing Reinforced Concrete Panels to beRemoved. 100mm horizontal/vertical C-purlin support rails.12mm plasterboard,125mm Kingspan Kooltherm k15 rigidinsulation panel 30mm ventilated cavity, 10mm GraniteComposite Panel Externally.




Concrete Footpaths:

100mm Conc. Paths Laid To Fall (1.36)Away From Buildings On Min 150mmLimestone Hardcore Fill Or As NessaryTo Make Up Levels.Concrete In 3m BaysWith A Starroller Finish And Bullnose EdgingThe Foot Path That Surrounds The Building Is AlsoMade From Eco-Cem Concrete. This Will Hepl TheBuilding Reduce Its Carbon Foot Print


Existing:200mm internal Concrete Block.80mm Semi Open Cavity45mm external concrete aggregate panel

Up-Grade:Existing Reinforced Concrete Panels to be Removed.100mm horizontal/vertical C-purlin support rails.12mm plasterboard125mm Kingspan Kooltherm k15 rigid insulation panel30mm ventilated cavity10mm Granite Composite Panel Externally.

WINDOWS:

AMS WINDOWS WITH SAINT GOBAIN GLASS. SOUTH & WEST: TRIPLEGLAZED, ARGON FILLED, WITH ADDITIONAL NON GLASS LAYER ONTHE INTERNAL FACE WITH INTERSTITIAL BLINDS. G-VALUE: 0.33 (TOREDUCE SOLAR GAIN DUE TO OCCUPANCY LOADS). SHADINGCOEFFICIENT 0.38. LIGHT TRANSMITTANCE 0.71. NORTH: TRIPLEGLAZED, ARGON FILLED. G-VALUE: 0.61 (TO INCREASE SOLAR GAIN).SHADING COEFFICIENT 0.7. LIGHT TRANSMITTANCE 0.62. OVERALL U-VALUE OF 1.03 W/M2K


Existing: 200mm internal Concrete Block.80mm Semi Open Cavity, 45mm external concrete aggregatepanel

Up-Grade:Existing Reinforced Concrete Panels to beRemoved. 100mm horizontal/vertical C-purlin support rails.12mm plasterboard,125mm Kingspan Kooltherm k15 rigidinsulation panel 30mm ventilated cavity, 10mm GraniteComposite Panel Externally.

Curtain Walling

156x 60mm PPC Aluminium Mullions at 2900mmcentres. 90x 230x 12mm steel lateral support platesat 3000mm centers, site welded to circular columnsto tranfer wind load back to steel columns.Pilkington Energikare System. Double glazedsealed units with 8mm toughened glass inner pane.Black structural silicone horizontal joints.

This System Was Used Because It Can HelpReduce The Buildings Energy Usage And Co2Emmission . It Is Made Up Of Two DifferentGlasses. Pilkingtonk-Glass A Low EmmissionsGlass Which Stop Heat Escaping And PilkingtonOptiwhite A Special Extra Clear Glass That AllowsMore Solar Gain.



A B C D E G H I

2

3

4

5

6

7

65 m²New open plan office

217

Selected Carpet

18 m²Printing Room

224


Not EnclosedWaiting Area

47

72 m²ARCH 3

228

Selected Carpet 54 m²CM229

Selected Carpet

70 m²BIM/CAD2

227

Selected Carpet

4 m²Services

220A5 m²

Services225B

40 m²Stairway 2

226D

?

70 m²QA230

Selected Carpet

35 m²N/A

231B

Selected Carpet

58 m²N/A216

Selected Carpet

77 m²N/A215

Selected Carpet

5 m²LIFT215B

5 m²N/A

215A

35 m²N/A232

Selected Carpet

12 m²N/A

232C

Selected Carpet

10 m²N/A

232A

Selected Carpet10 m²N/A

232B

Selected Carpet

72 m²BIM/CAD

226

Selected Carpet

73 m²Arch 1

223

Selected Carpet

16 m²Room233A

Selected Carpet

7 m²Store Room

225C


172 m²Hall

226E


17 m²StairWay 1

226F


53 m²Arch 4226G

Selected Carpet

F

9 m²Unisex Disabled WC

226M


29 m²Mary Office

226N

72 m²Room226O

Selected Carpet

D-4FD-1

D-7FD-1

D-10FD-1

D-13FD-1

D-14FD-1

D-16FD-1

D-20FD-1

D-27FD-1

D-30FD-1

D-35FD-1

D-38FD-1

D-40FD-1

D-42FD-1

D-43FD-1

D-52FD-1

D-54FD-1

5665

5665

56655665

5665

1900

5665

1432

D-1FD-1

D-2FD-1

D-45FD-2

D-8FD-2

D-47FD-1

D-25FD-1

D-50FD-2

D-56FD-2

D-58FD-2

D-60FD-2

D-61FD-1

D-33FD-1

D-63FD-2

D-65FD-2

1

GA-MF-08

4805

1432

CC

GA-MF-09

DD

GA-MF-09

2

GA-MF-08

7418

7500

7501

7501

7501

7443 7501 7501 7501 7501 7501 7501 7501

56 m²Study Area

134F


79 m²Hall

134G


A

A

A

E

E

E

A

EE

E

E

EE

E

E

ED

D

D

D

D

C

C

C

A

E

A

AE

A

A A

B

B

D

D

26387 9243 4991 7679 2812 7039 4781

1133 3579 14633

494 3600 768 1800 1032 3600 1789 3600 487 1800 363

19308

9900 9944 10093 2616 7315 7478 4795 205 7297

9695 9969 242 2308 225 7507 2262 220 9743 225 4838 225 4683 225 4868 225 2183

2854 6877 2521 2462 7790 2585 3439 11341 3952 1026 2500 12297

2184

1230

5

9771

4795

7343

7500

7433

2106

1190

2387

2626

2487

2599

2418

2483

3085

7527

900

2283

2302

5277

4025

1200

E

E

C

F

G

H

F

HH H H

G G G G

G GG

FMH

RMH

FMH FMH

RMH RMH

RMH RMH RMHRMH

RMHRMH

RMH

1060 3600 487 1800 350600 3600 523950 3600 768 20877315840 5364 1683 1800 215 646 3600 1600 3600 495 444 1800 1161 3600 3089

1360 5364 1683 1800 861 3600 1600 3600 939 1800 1161 3600 1814

5766 4403 1148

9166

4403

418

3600

3418

935

3600

2761

4445

5417

2740 1705

772

3600

979

1800

2677

FMH

910 5364 4379 3600 1620 3600 4085 3600 1435

253

3600

979

1800

640

5755 3941

1010 1010

439 3600 1620 3600 710 2308 600 3600 3307 2257 2426 1800 1640 3600 390 318 1800 810 1800 110 495 3600 588 747 3600 541 352 1943

1800 1640 3600 820 1800 810 1800 830 3600 1540 3600 1119 180022

8322

50

48283706

2616

7351 3991

2891

2448

1916

1887

2000

1452

2542

2487 2222 2678 2436 1898

11720

2838

2452

1964

1896

2000

2000

1973

1512

3

7433

7500

2308 2473

1800

1800

1800

1800

1800

1800

1800

1800

W-43W-42W-41W-40W-39W-38W-37W-36W-35W-34W-33

W-3

2W

-31

W-3

0

W-29 W-28 W-27 W-26 W-25 W-24 W-23 W-22 W-21 W-20 W-19

1200

1200

1930

1010 1010

1010

10101010101010101010

1010101010101010

2127

1810

1480

1514

7598

2112

4035

2047

1029

1:12

1:12

1:121:9

1:9

1:9

[No Slope]

[No Slope]

1:5

1:4

1:5

1:6

1:5

1:4

1900

RL 5.160+AOD

Study Pods Study Pods

2553

FFL 32.76

FFL 32.76

FFL 32.76

Existing Walls:Starting out point for measurments.

External Wall Up-Grade:Existing: 200mm internal Concrete Block.80mm Semi Open Cavity, 45mm external concreteaggregate panel. Up-Grade:Existing ReinforcedConcrete Panels to be Removed. 100mmhorizontal/vertical C-purlin support rails.12mmplasterboard,125mm Kingspan Kooltherm k15 rigidinsulation panel 30mm ventilated cavity, 10mmGranite Composite Panel Externally.Internal Walls: Gypoc Metal Studding System50mm Insulation Roll, 2Layer of GypocPlasterboard Bothside with Skim Finish

Wall TypesInternal Wall: 215mm x 100mm Single LeafBlock With Paint Finish

300mm Load Bearing Column

AB

C

D

E

F

External Glazing

Exsting Concrete Columns (200 x 400)

Exsting Concrete Columns (400 x 400) G

H

Internal Fire Doors30 Minute Fire Resisting Single Doorset

Fire Resisting doorset to have no less than 30minutes integrity rating in accordance with TGDPart B/20-22 and to have a leakage rate notexceeding 3m3/hour (Head&Jamb) whentested at 26pa.

30 Minute Fire Resisting Double Doorset

Fire Resisting doorset to have no less than 30minutes integrity rating in accordance with TGDPart B/20-22 and to have a leakage rate notexceeding 3m3/hour (Head&Jamb) whentested at 26pa.Doors to be fitted with an automatic self-closingdevice which is capable of closing the door fromany angle.

Automatic doors to fitted with push button control.

FD1

FD2

60 Minute Fire Resisting Single Doorset

Fire Resisting doorset to have no less than 60minutes integrity rating in accordance with TGDPart B/20-22 and to have a leakage rate notexceeding 3m3/hour (Head&Jamb) whentested at 26pa. FD3

1800mm Min Turning CircleProvided In Lobbies And SpacesWhere Turning Is Needed ForWheelChair Users.

1800mmMin TurningCircle

Minimum 450mm ActivitySpace Provided To AllToilet Cubicles

Permeable Paving




Prposed Construction

Grass Areas

Existing Block work


2000

1800


Fire Hydrant

Lighting Post

Tarmac Roadway





Soil Vent Pipes

Rain Water Pipe


Rain Water Man-Hole200mm x 200mm





Site Area:

Section 1.4 Sanitaryfacilities for buildings otherthan dwellings 68 Diagram15a Wheelchair accessibleunisex WC (1800 mm x1800 mm turning space)

Ambulant Disabled Cubiclein compliance with TGD partM 2010 Section 1.4 dia.19 FH

LP

F.M.H

R.M.H

New site: 8087 m2


N

Scale (@ A3)

Checked byDrawn by

Date Project number

DRWAING NUMBER

CLIENTPROJECT TITLE

SHEET


30/0

4/20

15 0

3:27

:06



28/04/15


First Floor Plan


GA


1 : 100Block A First Floor Plan


Leve

l acc

es p

rovi

ded

Gra

dien

t slo

pe 1

:50






Paving





Circulation Routes:



Bridge Structure

120mm Circlar hollow steel hexagonal frameConnected by 340 x 315 mm UB at base plate150mm profiled steel decking spaning betweenUB ,150mm Concrete slab,100mm concretescreed. 40mm Granite floor Finish


Circulation Routes:





Concrete Footpaths:

100mm Conc. Paths Laid To Fall (1.36)Away From Buildings On Min 150mmLimestone Hardcore Fill Or As NessaryTo Make Up Levels.Concrete In 3m BaysWith A Starroller Finish And Bullnose EdgingThe Foot Path That Surrounds The Building Is AlsoMade From Eco-Cem Concrete. This Will Hepl TheBuilding Reduce Its Carbon Foot Print



Up-Grade:Existing Reinforced Concrete Panels to beRemoved.100mm horizontal/vertical C-purlin support rails.12mm plasterboard125mm Kingspan Kooltherm k15 rigid insulationpanel 30mm ventilated cavity10mm Granite Composite Panel Externally.

WINDOWS:

AMS WINDOWS WITH SAINT GOBAIN GLASS. SOUTH & WEST: TRIPLEGLAZED, ARGON FILLED, WITH ADDITIONAL NON GLASS LAYER ONTHE INTERNAL FACE WITH INTERSTITIAL BLINDS. G-VALUE: 0.33 (TOREDUCE SOLAR GAIN DUE TO OCCUPANCY LOADS). SHADINGCOEFFICIENT 0.38. LIGHT TRANSMITTANCE 0.71. NORTH: TRIPLEGLAZED, ARGON FILLED. G-VALUE: 0.61 (TO INCREASE SOLAR GAIN).SHADING COEFFICIENT 0.7. LIGHT TRANSMITTANCE 0.62. OVERALL U-VALUE OF 1.03 W/M2K


Existing: 200mm internal Concrete Block.80mm Semi Open Cavity, 45mm external concreteaggregate panel

Up-Grade:Existing Reinforced Concrete Panels to beRemoved. 100mm horizontal/vertical C-purlin supportrails.12mm plasterboard,125mm Kingspan Kooltherm k15rigid insulation panel 30mm ventilated cavity, 10mmGranite Composite Panel Externally.

Curtain Walling

156x 60mm PPC Aluminium Mullions at 2900mmcentres. 90x 230x 12mm steel lateral support platesat 3000mm centers, site welded to circular columnsto tranfer wind load back to steel columns.Pilkington Energikare System. Double glazedsealed units with 8mm toughened glass inner pane.Black structural silicone horizontal joints.

This System Was Used Because It Can HelpReduce The Buildings Energy Usage And Co2Emmission . It Is Made Up Of Two DifferentGlasses. Pilkingtonk-Glass A Low EmmissionsGlass Which Stop Heat Escaping And PilkingtonOptiwhite A Special Extra Clear Glass That AllowsMore Solar Gain.


Paving

Paving

Paving Paving

Bridge Balastrade

Structural Toughened and heat-soaked glass, held inbase clamp. Glass set in to a arbocal to a minimum depthof 80mm, then pointed with silicone sealant. Continuousmetal clamping system fixed to the concrete slab usingM12 bolts at 500mm centres.

Columns:

300mm diameter circular hollow sectionsteel columns cranked to provedbracing.Concrete pad-base foundations.Columns filled with concrete to just belowknee level. Intumescent paint to provide1hour fire protection.

Bridge UBeams.

340 x 315 Universal beams at 2.5mcentre cased in two layers 12.5mm firelineboard for fire protection.

Bridge Facade:

40mm thick bead-blasted stainless-stell panelwith lazer-cut vertical abutments botled tosupporting structure in rigid joints.






DNDNDNDNDNDNDNDNDN

Block A First Floor Plan32795

Blcok A Roof Level36325

Block A Ground Floor28552

Block A Ridge Level37172

Block A Ground Floor 229130

Block A First Floor Plan32795

Blcok A Roof Level36325

Block A Ground Floor28552

Blcok B First Floor30790

Block B Ground Floor27130

Block B Roof Level34750

Block A Ridge Level37172 Block B Ridge Level

10009

Q41 Barriers/Guardrails L10/460 Rooflights

H72 Aluminium Strip/sheet Coverings/Flashings

Scale (@ A3)

Checked byDrawn by

Date Project number

DRWAING NUMBER

CLIENTPROJECT TITLE

SHEET


30/0

4/20

15 1

1:17

:21



28/04/15


Large Elevations


GA


1 : 100South Elevation

1 : 100West Elevation

UP-GRADE:125MM KINGSPAN KOOLTHERMINSULATION SEPARATED BY 35MM WELLVENTILATED CAVITY BY A 10MM GRANITECOMPOSITE PANEL EXTERNALLY, THEEXISTING 65MM AGGREGATED PANEL,80MM PHENOLIC FOAM INSULATION,100MM EXISTING INNER LEAF BLOCK. U-VALUE: 0.11 W/M2K

PROPOSED NEW EXTERNAL WALLSUPGRADE:

EXISTING:EXTERNAL CONCRETE AGGREGATEPANEL, WELL VENTILATED 80MM SEMIOPEN CAVITY, 100MM CONCRETE BLOCKINNER LEAF. 1.77 W/M2K

Foundations:

1200 x 400mm Rinforcement concrete stripfooting below external glazing on 50mm sandblinding.

900 x 300mm reinforced concrete strip footingbelow steel columns on 50mm sand blinding.

Ground floor slab thickens at edges to 400 x400mm at extention perimeter.

Ground Floor:

40mm Granite flooring with two coats clear sealant.100mm screed.25mm service void formed between edge of screed andwall using plywood framework. 75mm rigid urrthaneinsulation. DPM laid over slab and finished 100mm abovefinished floor level in cast in groove in concrete upstand.150mm thick reinforced concrete slab, thickening to 400 x400mm at extention perimeter.150mm EPS rigid insulation50mm Blinding, 200mm Compacted Hardcore, 25mmextruded polystyrene insulation internally at flooredge.

Roof Light Build-up

375 x 75 mm reinforced concrete upstand.25mm PIR insulation around up-stand.75x 50mm softwood kerb screwed to concreteup-stand.Top layer of polymer modified bitumen waterproofmemebrane dressed up vertical face and underrooflight frame.2100mm wide extruded aluminium frame screwed tokerb to ensure 1.100 fall.Walk on 21.5 mm toughened laminated outer pane,16mm air filled cavity, 6mm soft coat low-E inner pane.

Canopy Gutter:


Roof Lights:

30no. Electro Automated Opening Windows ForSmoke Venting To AtriumConnected To Firemans Switch At Main EntranceLobby And Fire Alarm System.Also Connected To Bms For Enviromental ControlOf Atrium.Windows To Be Self Closing On De-Activation.Operation Of The Vents In The Event Of A PowerFailure To Be Integrated Back-Up Battery PowerWhich Fails In The Open Position

Concrete Footpaths:

100mm Conc. Paths Laid To Fall (1.36)Away From Buildings On Min 150mmLimestone Hardcore Fill Or As NessaryTo Make Up Levels.Concrete In 3m BaysWith A Starroller Finish And Bullnose EdgingThe Foot Path That Surrounds The Building IsAlso Made From Eco-Cem Concrete. This WillHepl The Building Reduce Its Carbon Foot Print

Curtain Walling

156x 60mm PPC Aluminium Mullions at 2130mm centres.90x 230x 12mm steel lateral support plates at 3000mmcenters, site welded to circular columns to tranfer wind loadback to steel columns.Pilkington Energikare System. Double glazed sealed unitswith 8mm toughened glass inner pane. Black structuralsilicone horizontal joints.

This System Was Used Because It Can Help Reduce TheBuildings Energy Usage And Co2 Emmission . It Is MadeUp Of Two Different Glasses. Pilkingtonk-Glass A LowEmmissions Glass Which Stop Heat Escaping AndPilkington Optiwhite A Special Extra Clear Glass ThatAllows More Solar Gain.

Bridge Balastrade

Structural Toughened and heat-soaked glass, heldin base clamp. Glass set in to a arbocal to aminimum depth of 80mm, then pointed withsilicone sealant. Continuous metal clampingsystem fixed to the concrete slab using M12 boltsat 500mm centres.

Columns:

300mm diameter circular hollow sectionsteel columns cranked to provedbracing.Concrete pad-base foundations.Columns filled with concrete to just below kneelevel. Intumescent paint to provide1 hour fireprotection.

Bridge Structure

120mm Circlar hollow steel hexagonal frameConnected by 340 x 315 mm UB at base plate150mm profiled steel decking spaning betweenUB ,150mm Concrete slab,100mm concrete screed.40mm Granite floor Finish

6: Existing Roof Build-up:



1: Roof Build-up:

352mm x 172mm UB beam150mm profiled steel decking150mm reinforced concrete slab1.2mm foil cored reinforcmed vapour barrier.20mm asphalt.Tapered PIR insulation varying from 110 to 270 mm thickto form 1:80 fall.Two layers of polymer modified bitumen waterproofmembrane with chips on exposed surfaces.

WINDOWS:

AMS WINDOWS WITH SAINT GOBAIN GLASS.SOUTH & WEST: TRIPLE GLAZED, ARGON FILLED,WITH ADDITIONAL NON GLASS LAYER ON THEINTERNAL FACE WITH INTERSTITIAL BLINDS. G-VALUE: 0.33 (TO REDUCE SOLAR GAIN DUE TOOCCUPANCY LOADS). SHADING COEFFICIENT0.38. LIGHT TRANSMITTANCE 0.71. NORTH: TRIPLEGLAZED, ARGON FILLED. G-VALUE: 0.61 (TOINCREASE SOLAR GAIN). SHADING COEFFICIENT0.7. LIGHT TRANSMITTANCE 0.62. OVERALL U-VALUE OF 1.03 W/M2K

Grassed Areas And Planted Areas:Grassed Areas To Be Graded to RequiredLevelsWith Suitable Subsoil. Suitable Free DrainageTopsoil To Be Levelled In 150mm Layers.



DNDNDNDNDNDNDNDNDN


29130

Block A First Floor Plan

32795

Blcok A Roof Level

36325

Block A Ridge Level

37172

CC

GA-MF-09

847

35

30

36

65

Q41 Barriers/GuardrailsL10/460 Rooflights

H11 Curtain WallingG10/130General Steel Sections AndPlates

Q24/110 Concrete block paving

H72Aluminium Strip/sheetCoverings/Flashings

11

50

11

50

13

33

968

930

940

899

773

L10/650 Metal louvres

H42Precast Concrete PanelCladding/Features


29130


32795

Blcok A Roof Level

36325

Block A Ground Floor

28552

Block A Ridge Level

37172

DD

GA-MF-09

2

GA-MF-08

578

36

65

35

30

847

13

10

11

75

11

50

11

50

13

33

10

00

930

908

890

782

Scale (@ A3)

Checked by

Drawn by

Date Project number

DRWAING NUMBERREV

CLIENTPROJECT

SHEETSTATUS PURPOSE OF ISSUECODE SUITABILITY DESCRIPTION

28/0

4/2

015 1

1:5

4:3

0



26/03/15

Mark Flynn

Denise DillonEmer Maughan

GA-MF-07North Entrance Elevations

Upgrade&Retro-Fit of Building andCivil Department

GA

26/03/15

1 : 50

Entrance West Elevation

1 : 50

Entrance North Elevation

Part M Compliant,Section 1.1.3.3 1800x1800mm Level Landing.Landing to Be Provided at The Top And Bottom Of A Slope.The Top And Bottom Landings Should Be At Least 1800mm Wideand 1800mm Long.Clear of Door Swing.

Guarding provided around outward opening doors incompliance dia 1 and 2 of TGD Part M2010 1.1.3.1

Glass Louvres

6mm low - iron annealed float glass withcolourless semi-reflective coating (on topsurface)0.76mm PVB sheet interlayer.10mm toughened glass acid-etched on lowersurface. All edges polished. Four 12mm thicklaser cut profiled anodised aluminium flat bracketscrewed to track spacer with two countersunkhex-head M6 25mm stainless steel screws.Remotely operated louver vent in roof void overcurtain walling for natural ventilation.

Foundations:




Ground Floor:


Roof Light Build-up


Glass Louvres


Roof Lights:


Curtain Walling



No. Description Date

6: External Wall Up-Grade:


Up-Grade:Existing Reinforced Concrete Panels to beRemoved.100mm horizontal/vertical C-purlin support rails.12mm plasterboard125mm Kingspan Kooltherm k15 rigid insulationpanel 30mm ventilated cavity10mm Granite Composite Panel Externally.

WINDOWS:

AMS WINDOWS WITH SAINT GOBAINGLASS. SOUTH & WEST: TRIPLEGLAZED, ARGON FILLED, WITHADDITIONAL NON GLASS LAYER ONTHE INTERNAL FACE WITHINTERSTITIAL BLINDS. G-VALUE: 0.33(TO REDUCE SOLAR GAIN DUE TOOCCUPANCY LOADS). SHADINGCOEFFICIENT 0.38. LIGHTTRANSMITTANCE 0.71. NORTH:TRIPLE GLAZED, ARGON FILLED. G-VALUE: 0.61 (TO INCREASE SOLARGAIN). SHADING COEFFICIENT 0.7.LIGHT TRANSMITTANCE 0.62.OVERALL U-VALUE OF 1.03 W/M2K



Up-Grade:Existing Reinforced Concrete Panels to beRemoved.100mm horizontal/vertical C-purlin supportrails.12mm plasterboard125mm Kingspan Kooltherm k15 rigidinsulation panel 30mm ventilated cavity10mm Granite Composite Panel Externally.

WINDOWS:

AMS WINDOWS WITH SAINT GOBAINGLASS. SOUTH & WEST: TRIPLEGLAZED, ARGON FILLED, WITHADDITIONAL NON GLASS LAYER ONTHE INTERNAL FACE WITHINTERSTITIAL BLINDS. G-VALUE: 0.33(TO REDUCE SOLAR GAIN DUE TOOCCUPANCY LOADS). SHADINGCOEFFICIENT 0.38. LIGHTTRANSMITTANCE 0.71. NORTH:TRIPLE GLAZED, ARGON FILLED. G-VALUE: 0.61 (TO INCREASE SOLARGAIN). SHADING COEFFICIENT 0.7.LIGHT TRANSMITTANCE 0.62.OVERALL U-VALUE OF 1.03 W/M2K

Curtain Walling



DNDNDNDNDNDNDNDNDN


29130


32795

Blcok A Roof Level

36325


28552

Block A Ridge Level

37172

DD

GA-MF-09

2

GA-MF-08

37

65

2

GA-MF-12

3

GA-MF-12

-

---

847

35

30

42

43

34

38

417

430

781

27

49

735

28

54

21

35

12

93

29

30

23

00

276

572

19

00

21

45

380

559

24

99

478

24

30

21

45

29

60

27

43


L10/460 RooflightsJ21/420

Rigid polyisocyanurate foam (PIR)roofboard warm roof insulation

E60/140 Composite floorH92 Rainscreen Cladding F10/350 Common blockwork

M20/280Gypsum plaster skim on plasterboard


E10/150 In situ concrete

12

55

27

49


29130


32795

Blcok A Roof Level

36325


28552

Blcok B First Floor

30790

Block B Ground Floor

27130

Block B Roof Level

34750

Block A Ridge Level

37172Block B Ridge Level

10009

1

GA-MF-08

CC

GA-MF-09

29

30

1

GA-MF-090

2

GA-MF-090

1

GA-MF-102

GA-MF-10

4

GA-MF-13

3

GA-MF-12

4

GA-MF-14

4

GA-MF-13

2

GA-MF-12

3

GA-MF-12

L10/460 RooflightsH11 Curtain Walling

G10/225Steelwork To Be Galvanized

L10/460 Rooflights

E60/140 Composite floor

Q41 Barriers/GuardrailsL10/460 Rooflights

J21/420Rigid polyisocyanurate foam (PIR)roofboard warm roof insulation







H42 Precast Concrete Panel Cladding/Features

L10/650 Metal louvres

H11 Curtain Walling

E60/140 Composite floor

Scale (@ A3)

Checked byDrawn by

Date Project number

DRWAING NUMBER

CLIENTPROJECT TITLE

SHEET


27/0

4/2

015 1

3:5

3:4

2



26/03/15


Section AA & BB


GA

26/03/15


1 : 100

Section 2

1 : 100

Section 1

UP-GRADE:125MM KINGSPAN KOOLTHERMINSULATION SEPARATED BY 35MM WELLVENTILATED CAVITY BY A 10MM GRANITECOMPOSITE PANEL EXTERNALLY, THEEXISTING 65MM AGGREGATED PANEL,80MM PHENOLIC FOAM INSULATION,100MM EXISTING INNER LEAF BLOCK. U-VALUE: 0.11 W/M2K

PROPOSED NEW EXTERNAL WALLSUPGRADE:

EXISTING:EXTERNAL CONCRETE AGGREGATEPANEL, WELL VENTILATED 80MM SEMIOPEN CAVITY, 100MM CONCRETE BLOCKINNER LEAF. 1.77 W/M2K

Foundations:




Ground Floor:


Roof Light Build-up


Canopy Gutter:


Glass Louvres


Roof Lights:


Concrete Footpaths:

100mm Conc. Paths Laid To Fall (1.36)Away From Buildings On Min 150mmLimestone Hardcore Fill Or As NessaryTo Make Up Levels.Concrete In 3m BaysWith A Starroller Finish And Bullnose EdgingThe Foot Path That Surrounds The Building IsAlso Made From Eco-Cem Concrete. This WillHepl The Building Reduce Its Carbon Foot Print

Curtain Walling



Bridge Balastrade

Structural Toughened and heat-soaked glass, heldin base clamp. Glass set in to a arbocal to aminimum depth of 80mm, then pointed withsilicone sealant. Continuous metal clampingsystem fixed to the concrete slab using M12 boltsat 500mm centres.

Columns:

300mm diameter circular hollow sectionsteel columns cranked to provedbracing.Concrete pad-base foundations.Columns filled with concrete to just below kneelevel. Intumescent paint to provide1 hour fireprotection.

Bridge UBeams.

340 x 315 Universal beams at 2.5mcentre cased in two layers 12.5mmfirelineboard for fire protection.

Bridge Structure





1: Roof Build-up:


DNDNDNDNDNDNDNDNDN

10

10

200

26

140

115

115

478

430

91

95

253

150

80 88

164

21

21

16

6

22

105

163

660

140

10

10

200

20

51

40

115

115

478

428

ø 300

306

196

108

216

10

10

203

55

30

30

50

100

372

63

13

200

400

100

215

658

667

106

211

40 55 30 80 12 115 211 3

175

175

247

62

419

215

100 10 100

Scale (@ A3)

Checked by

Drawn by

Date Project number

DRWAING NUMBERREV

CLIENTPROJECT


27/0

4/2

015 1

7:1

2:4

4



26/03/15

Mark Flynn


GA-MF-10Roof Sections


GA

26/03/15

1 : 5

Roof Skylight

1 : 10

Roof Build-up

2: Roof Light Build-up


2: Suspened Ceiling:

Suspended Ceiling System12.5mm plasterboard with skim coat and paint finish.

1: Roof Lights:


3: Steel Structure:

400 x 200 x 20mm thick steel platewelded to the top of the column andbolted to 352 x 172mm galvanisedUniversal Beam at front of extention.352 x 172mm UB bolted to 200 x300mm existingreinforced beam.





3: Steel Structure:

400 x 200 x 20mm thick steel plate welded to thetop of the column and bolted to 352 x 172mmgalvanised Universal Beam at front of extention.352 x 172mm UB bolted to 200 x 300mm existingreinforced beam.

1

2

3

4

55: Parapet:

650mm wide x 100mm high concrete block on flat up-stand.3mm aluminium capping clipped to counter flashing fixed tosteel z-supports. 175mm insulation up-stand retained toinside of concrete block with galvanised mesh.

1

2

3

4




1: Roof Build-up:

352mm x 172mm UB beam150mm profiled steel decking150mm reinforced concrete slab1.2mm foil cored reinforcmed vapour barrier.20mm asphalt.Tapered PIR insulation varying from 110 to 270 mm thick toform 1:80 fall.Two layers of polymer modified bitumen waterproofmembrane with chips on exposed surfaces.



4: Roof Build-up:


5

DNDNDNDNDNDNDNDNDN

300

112

108

753

159

153

50

75

16

30

900

300

400

150

400

160

147

85

40

50

242

11

73

100

100

75

24

11

86

82

4mm Paralon Cap Sheet

3mm Paralon Base Sheet

Paratorch insulation

Harmer AV400 RWO 100 dia

Outlet flange recessed into insulation

2mm vapour control layer

Existing roof structure

20

156

22

151

115

115

478

428

625

24 77 115 140 232

95

10

30

480

651

592

146

318

536

43

250

642

160

850

122

675

112

ø 300 ø 300

115

115

538

268

973

405

505

138

140

18

26

15 251

86

Scale (@ A3)

Checked by

Drawn by

Date Project number

DRWAING NUMBERREV

CLIENTPROJECT


27/0

4/2

015 1

7:0

1:0

0



26/03/15

Mark Flynn


GA-MF-11Curtain walling Sections


GA

26/03/15

3: Foundations:




2: Ground Floor:

40mm Granite flooring with two coats clear sealant.100mm screed.25mm service void formed between edge of screed andwall using plywood framework.75mm rigid urrthane insulation.DPM laid over slab and finished 100mm above finishedfloor level in cast in groove in concrete upstand.150mm thick reinforced concrete slab, thickening to 400 x400mm at extention perimeter.150mm EPS rigid insulation50mm Blinding200mm Compacted Hardcore25mm extruded polystyrene insulation internally at flooredge.

5: Steel Strcuture:

300x10mm galvanised steel circular hollowsection columns at 2.5m centres to enxtentionperimeter with painted finish 275 x 275 x 15mmbaseplate welded to circular hollow sectionand bolted to concrete footing.400 x 200 x 20mm thick steel plate welded to thetop of the column and bolted to 625 x 455mmgalvanised Universal Beam at front of extention.352 x 172mm UB bolted to 200 x 300mm existingreinforced beam.



2: Canopy Gutter:


1 : 10

Curtain walling/Foundation

1 : 10

Curtain walling/Roof

4:Concrete Footpaths:

100mm Conc. Paths Laid To Fall (1.36)Away From Buildings On Min 150mmLimestone Hardcore Fill Or As NessaryTo Make Up Levels.Concrete In 3m BaysWith A Starroller Finish And Bullnose EdgingThe Foot Path That Surrounds The Building IsAlso Made From Eco-Cem Concrete. This WillHepl The Building Reduce Its Carbon FootPrint

8: Parapet:

850mm wide x 160mm high reinforced concrete up-stand.592mm wide pressed aluminium flashing fixed on clips toconcrete up-stand.122mm insulation up-stand retained to inside of concretewith galvanised mesh.75mm insulation behind aluminium curtain wall panel.

7: Railing:

Guarding provided around outward openingdoors in compliance dia 1 and 2 of TGDpart M2010 1.1.3.1

4: Glass Louvre

6mm low - iron annealed float glass withcolourless semi-reflective coating (on topsurface)0.76mm PVB sheet interlayer.10mm toughened glass acid-etched on lowersurface. All edges polished. Four 12mm thicklaser cut profiled anodised aluminium flat bracketscrewed to track spacer with two countersunkhex-head M6 25mm stainless steel screws.

Remotely operated louver vent in roof void overcurtain walling for natural ventilation.

1: Curtain Walling

156x 60mm PPC Aluminium Mullions at 2130mm centres.90x 230x 12mm steel lateral support plates at 3000mmcenters, site welded to circular columns to tranfer wind loadback to steel columns.Pilkington Energikare System. Double glazed sealed units with8mm toughened glass inner pane. Black structural siliconehorizontal joints.

This System Was Used Because It Can Help Reduce TheBuildings Energy Usage And Co2 Emmission . It Is Made UpOf Two Different Glasses. Pilkingtonk-Glass A LowEmmissions Glass Which Stop Heat Escaping And PilkingtonOptiwhite A Special Extra Clear Glass That Allows More SolarGain.

3: Curtain Walling



5: Steel Strcuture:

300x10mm galvanised steel circular hollow sectioncolumns at 2.5m centres to enxtention perimeterwith painted finish 275 x 275 x 15mm baseplatewelded to circular hollow sectionand bolted to concrete footing.400 x 200 x 20mm thick steel plate welded to the topof the column and bolted to 352 x 172mmgalvanised Universal Beam at front of extention. 352x 172mm UB bolted to 200 x 300mm existingreinforced beam.

1

2

3

4

5

A1

12

3

4 5

6

7

8

6: Canopy Gutter:


6


1: Roof Build-up:


DNDNDNDNDNDNDNDNDN

20

50

1970

ø 1800

40 84 8014

103 200

26

49

200 1001480 83 40

200

99

14 80

83

40

211

13

42

727

440

100

40

83

80

14

101

100

105

13

3

900

ø 300

13

49

2868

12

09

540

205

200

150

50

75

16

30

438

340

100

100

40

17

428

468

240

141

20

156

20

21

03

15

91

19

97 182 200

363 362

1867

200 201

22

40

24

76

2020

524

21

03

630

2400

26

35

468 150

200 1091280 30

48 47

74

103

150

86

72

10

30

79

63

85

49

5576

55

737

164

500

27

25

27

30

301

Scale (@ A3)

Checked byDrawn by

Date Project number

DRWAING NUMBER

CLIENTPROJECT TITLE

SHEET


28/0

4/2

015 0

9:3

6:5

7



26/03/15


Elevator Details


GA

26/03/15


1 : 20

Elevator Plan

1 : 20

Elevator Cross Section

8: Foundations:

1200 x 400mm Rinforcement concrete stripfooting below external glazing on 50mm sandblinding.900 x 300mm reinforced concrete strip footingbelow steel columns on 50mm sand blinding.Ground floor slab thickens at edges to 400 x400mm at extention perimeter.

7: Ground Floor:

40mm Granite flooring with two coats clear sealant.100mm screed.25mm service void formed between edge of screed andwall using plywood framework.75mm rigid urrthane insulation.DPM laid over slab and finished 100mm above finishedfloor level in cast in groove in concrete upstand.150mm thick reinforced concrete slab, thickening to 400 x400mm at extention perimeter.150mm EPS rigid insulation50mm Blinding200mm Compacted Hardcore25mm extruded polystyrene insulation internally at flooredge.



2: Canopy Gutter:



100mm Conc. Paths Laid To Fall (1.36)Away From Buildings On Min 150mmLimestone Hardcore Fill Or As NessaryTo Make Up Levels.Concrete In 3m BaysWith A Starroller Finish And Bullnose EdgingThe Foot Path That Surrounds The Building IsAlso Made From Eco-Cem Concrete. ThisWill Hepl The Building Reduce Its CarbonFoot Print

4: Parapet:

850mm wide x 160mm high reinforced concrete up-stand.592mm wide pressed aluminium flashing fixed on clips toconcrete up-stand.122mm insulation up-stand retained to inside of concretewith galvanised mesh.75mm insulation behind aluminium curtain wall panel.

3: Railing:

Guarding provided around outward openingdoors in compliance dia 1 and 2 of TGDpart M2010 1.1.3.1

12: Curtain Walling



11: Steel Strcuture:

300x10mm galvanised steel circular hollow sectioncolumns at 2.5m centres to enxtention perimeterwith painted finish 275 x 275 x 15mm baseplatewelded to circular hollow sectionand bolted to concrete footing.400 x 200 x 20mm thick steel plate welded to thetop of the column and bolted to 352 x 172mmgalvanised Universal Beam at front of extention.352 x 172mm UB bolted to 200 x 300mm existingreinforced beam.

1: Roof Build-up:


1

2

3

4

5

6




10: Existing Floor :

20omm per-cast concrete waffel slab.20mm concrete screed.13mm marmoleum floor covering

7

9

8

10

11

12

DNDNDNDNDNDNDNDNDN

737

314

216

98

20

203

55

30

28

52

200

328

200

400

100

215

600

55

47 48 30 80 12 117

166

394

100

215

13

300138 32 16 54

38

100

215

423

352

252

394

550

550

301

225

50

105

150

15

5

177

140 1

72

100 10 100

40

18

40 55 30 80 14 106 100 10 100 16

550

199

407

48 28 83 12 100 100 10 100 13

65

215

42

15

16

20

282

123 21 32 16 54 282

158

39

32

Scale (@ A3)

Checked by

Drawn by

Date Project number

DRWAING NUMBERREV

CLIENTPROJECT


27/0

4/2

015 1

8:0

5:1

9



26/03/15

Mark Flynn


GA-MF-13Detail 1


26/03/15

2: Foundations:


900 x 300mm reinforced concrete stripfooting below steel columns on 50mm sandblinding.


1 : 5

Parapet Detail

1 : 5

Foundation Detail



Suspended Ceiling System 12.5mm plasterboard with skim coatand paint finish. Gap between plasterboard and suspended ceilingto be sealed with a flexible sealant.

Two layers of polymer modified bitumen waterproofmembrane with chips on exposed surfaces.Tapered PIR insulation varying from 110 to 270 mmthick to form 1:80 fall.1.2mm foil cored reinforcmed vapour barrier.150mm concrete slab.150mm deep profiled galvanised steel roof deck on352 x 172mm UB.




4: Parapet:

650mm wide x 100mm high concrete block on flat up-stand.3mm aluminium capping clipped to counter flashing fixed tosteel z-supports. 175mm insulation up-stand retained toinside of concrete block with galvanised mesh.

1: Roof Build-up:

Existing Roof:Existing 200mm concrete waffle slabExisting 50mm sand screedExisting bituminous feltExisting 25mm InsulationExisting 30 Mastic asphalt as waterproof150mm Concrete Slab, 25mm Degrading Polystyrene,25mm Locally Failing Asphalt.

Upgraded Roof:

Airtightness membrane bonded to primed substrate.200mm Kingspan Kooltherm PIR insulation3mm Paratorch Pir Foam Composite BitumenImpregnated Hunton Fibreboard




6: Structure

200mm x 600mm reinforced cast in-situ concrete beam.200mm x 400mm reinforced cast in-situ concrete column.

5: Windows:

Aluminium frame window to achieve a miniumum u-valueof 0.80w/mk. Stainless steel fixing strap bent across and fixed to100mm concrete lintel with suitable fixings as per structuralengineers recommendations.Gap bewteen plasterboard and window frame to be sealedwith a flexable sealant.Air tightness membrane to be sealed to window frame tomaintain airtightness.

Ams Windows With Saint Gobain Glass. South & West:Triple Glazed, Argon Filled, With Additional Non GlassLayer On The Internal Face With Interstitial Blinds. G-Value: 0.33 (To Reduce Solar Gain Due To OccupancyLoads). Shading Coefficient 0.38. Light Transmittance0.71. North: Triple Glazed, Argon Filled. G-Value: 0.61 (ToIncrease Solar Gain). Shading Coefficient 0.7. LightTransmittance 0.62. Overall U-Value Of 1.03 W/M2k

1

2

3

4

5

6

1

2

3

4


100mm Conc. Paths Laid To Fall (1.36)Away From Buildings On Min 150mmLimestone Hardcore Fill Or As NessaryTo Make Up Levels.Concrete In 3m BaysWith A Starroller Finish And BullnoseEdgingThe Foot Path That Surrounds The BuildingIs Also Made From Eco-Cem Concrete. ThisWill Hepl The Building Reduce Its CarbonFoot Print




1: Windows:

Aluminium frame window to achieve a miniumum u-valueof 0.80w/mk. Stainless steel fixing strap bent across and fixed to100mm concrete lintel with suitable fixings as per structuralengineers recommendations.Gap bewteen plasterboard and window frame to be sealedwith a flexable sealant.Air tightness membrane to be sealed to window frame tomaintain airtightness.

Ams Windows With Saint Gobain Glass. South & West:Triple Glazed, Argon Filled, With Additional Non GlassLayer On The Internal Face With Interstitial Blinds. G-Value: 0.33 (To Reduce Solar Gain Due To OccupancyLoads). Shading Coefficient 0.38. Light Transmittance0.71. North: Triple Glazed, Argon Filled. G-Value: 0.61 (ToIncrease Solar Gain). Shading Coefficient 0.7. LightTransmittance 0.62. Overall U-Value Of 1.03 W/M2k

1 : 5

Window detail

1

2

DNDNDNDNDNDNDNDNDN

30

16

31

150

103

53

30

16

75

50

153

159

40 55 30 80 14 105 111 10 100 13

215

100

120

17

20

100

115

200

600

210

507

593

507

507

505

76

538

100

407

78 80 14 106 100 10 100 13

17

40

100

140

397

63

13

600

200

17

40

100

100

340

313 100 10 100 108 14 80 30 50 40

100

50

513 40

E05 In Situ Concrete Construction Generally

F10 Brick/Block Walling

K10/145 Wall lining system (Metal stud)

Z20 Fixings/Adhesives

E In Situ Concrete/Large Precast Concrete

Scale (@ A3)

Checked byDrawn by

Date Project number

DRWAING NUMBER

CLIENTPROJECT TITLE

SHEET


28/0

4/2

015 1

2:2

5:4

7



28/04/15


Details 2


GA

28/04/15

1 : 10

Floor Connections (B)

1 : 5

Floor Connection (C)

1 : 5

Floor New/existing (A)


Suspended Ceiling System 12.5mmplasterboard with skim coat and paint finish. Gapbetween plasterboard and suspended ceilingto be sealed with a flexible sealant.

3: Structure:


4: Existing Floor :




Up-Grade:Existing Reinforced Concrete Panels to beRemoved. 100mm horizontal/vertical C-purlinsupport rails.12mm plasterboard, 125mmKingspan Kooltherm k15 rigid insulation panel30mm ventilated cavity ,10mm Granite CompositePanel Externally.


1

2

3

4 5

6

1: Foundations:




3: Ground Floor:

40mm Granite flooring with two coats clear sealant.100mm screed.25mm service void formed between edge of screed andwall using plywood framework. 75mm rigid urrthaneinsulation. DPM laid over slab and finished 100mm abovefinished floor level in cast in groove in concrete upstand.150mm thick reinforced concrete slab, thickening to 400 x400mm at extention perimeter.150mm EPS rigidinsulation50mm Blinding, 200mm Compacted Hardcore, 25mmextruded polystyrene insulation internally at flooredge.

5:Bridge Structure:


6: Movement Joint:

1

2

3

4

2: Movement Joint:

4: Existing Ground Floor


Suspended Ceiling System 12.5mmplasterboard with skim coat and paint finish. Gapbetween plasterboard and suspended ceilingto be sealed with a flexible sealant.

3: Structure:


4: Existing Floor :




Up-Grade:Existing Reinforced Concrete Panels to beRemoved. 100mm horizontal/vertical C-purlinsupport rails.12mm plasterboard, 125mmKingspan Kooltherm k15 rigid insulation panel30mm ventilated cavity ,10mm Granite CompositePanel Externally.

1

2

3

4

A

BC

DNDNDNDNDNDNDNDNDN

4183

68

02

11

64

12

36

2205

48

00

24

00

24

00

+ 27.130

+ 32.795

+ 37.172

6466

1993

340

200

85

46

120

48

00

Scale (@ A3)

Checked byDrawn by

Date Project number

DRWAING NUMBER

CLIENTPROJECT TITLE

SHEET


27/0

4/2

015 1

8:0

6:3

7



26/03/15


Link Bridge Sections


GA

26/03/15


1 : 25

Section A1

4: Bridge Balastrade

Structural Toughened and heat-soaked glass, held inbase clamp. Glass set in to a arbocal to a minimumdepth of 80mm, then pointed with silicone sealant.Continuous metal clamping system fixed to theconcrete slab using M12 bolts at 500mm centres.

1: Columns:

300mm diameter circular hollow sectionsteel columns cranked to provedbracing.Concrete pad-base foundations.Columns filled with concrete to just belowknee level. Intumescent paint to provide1hour fire protection.

2: Bridge UBeams.

340 x 315 Universal beams at 2.5mcentre cased in two layers 12.5mm firelineboard for fire protection.

3: Bridge Structure


Bridge Details:

A1

cs

1 : 25

Cross Section A1

1

2

3

4

5: Bridge Facade:

40mm thick bead-blasted stainless-stell panel withlazer-cut vertical abutments botled to supportingstructure in rigid joints.

1

2

3

4