Scale (@ A3) Checked by Drawn by Date Project number DRWAING NUMBER CLIENT PROJECT TITLE SHEET STATUS PURPOSE OF ISSUE CODE SUITABILITY DESCRIPTION 30/04/2015 04:05:10 1 : 1 DDS4_PO4 GALWAY/MAYO INSTITUTE OF TECHNOLOGY 28/04/15 Mark Flynn Denise Dillon Emer Maughan GA-MF-00 Cover Sheet Upgrade&Retro-Fit of Building and Civil Department GA 28/04/15 No. Description Date Drawing Issue Sheet Sheet Number Sheet Name Sheet Issue Date Checked By Drawn By scale GA-MF-00 Cover Sheet 03/26/15 Denise Dillon Emer Maughan Mark Flynn GA-MF-01 Site Plan 03/27/15 Denise Dillon Emer Maughan Mark Flynn 200 GA-MF-02 Ground Floor Plan 03/26/15 Denise Dillon Emer Maughan Mark Flynn 200 GA-MF-03 First Floor Plan 03/26/15 Denise Dillon Emer Maughan Mark Flynn 200 GA-MF-04 Ground Floor Demo 03/26/15 Denise Dillon Emer Maughan Mark Flynn 200 GA-MF-05 First Floor Demo 04/26/15 Denise Dillon Emer Maughan Mark Flynn GA-MF-06 Large Elevations 03/26/15 Denise Dillon Emer Maughan Mark Flynn 200 GA-MF-07 North Entrance Elevations 03/26/15 Denise Dillon Emer Maughan Mark Flynn 200 GA-MF-08 Section AA & BB 03/26/15 Denise Dillon Emer Maughan Mark Flynn 50 GA-MF-09 Section CC & DD 03/26/15 Denise Dillon Emer Maughan Mark Flynn 50 GA-MF-10 Roof Sections 03/26/15 Denise Dillon Emer Maughan Mark Flynn 5 GA-MF-11 Curtain walling Sections 03/26/15 Denise Dillon Emer Maughan Mark Flynn 5 GA-MF-12 Elevator Details 03/26/15 Denise Dillon Emer Maughan Mark Flynn 5 GA-MF-13 Detail 1 03/26/15 Denise Dillon Emer Maughan Mark Flynn 5 GA-MF-14 Details 2 03/27/15 Denise Dillon Emer Maughan Mark Flynn 5 GA-MF-15 Link Bridge Sections 03/27/15 Denise Dillon Emer 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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Scale (@ A3)
Checked byDrawn by
Date Project number
DRWAING NUMBER
CLIENTPROJECT TITLE
SHEET
STATUS PURPOSE OF ISSUECODE SUITABILITY DESCRIPTION
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
STATUS PURPOSE OF ISSUECODE SUITABILITY DESCRIPTION
30/0
4/20
15 0
8:37
:51
As indicatedDDS4_PO4
GALWAY/MAYO INSTITUTE OF TECHNOLOGY
28/04/15
Mark FlynnDenise DillonEmer MaughanGA-MF-01
Site Plan
Upgrade&Retro-Fit of Building and CivilDepartment
GA
28/04/15No. Description Date
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
Leve
l acc
es p
rovi
ded
Gra
dien
t slo
pe 1
:50
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
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.
Leve
l acc
es p
rovi
ded
Gra
dien
t slo
pe 1
:50
Level PavedAcces Route
Leve
l acc
es p
rovi
ded
Gra
dien
t slo
pe 1
:50
Leve
l acc
es p
rovi
ded
Gra
dien
t slo
pe 1
:50
Grassed Areas And PlantedAreas:Grassed Areas To BeGraded to Required Levels.WithSuitable Subsoil. Suitable FreeDrainage Topsoil To Be LevelledIn 150mm Layers.
Grassed Areas And PlantedAreas:Grassed Areas To BeGraded to Required Levels.WithSuitable Subsoil. Suitable FreeDrainage Topsoil To Be LevelledIn 150mm Layers.
Grassed Areas And PlantedAreas:Grassed Areas To BeGraded to Required Levels.WithSuitable Subsoil. Suitable FreeDrainage Topsoil To Be LevelledIn 150mm Layers.
Grassed Areas And PlantedAreas:Grassed Areas To BeGraded to Required Levels.WithSuitable Subsoil. Suitable FreeDrainage Topsoil To Be LevelledIn 150mm Layers.
Guarding providedaround outward openingdoors in compliance dia1 and 2 of TGDpart M2010 1.1.3.1
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
14 No. DesignatedStaff Parking SpacedIn Compliance WithPart M Section 1.1, Dia 8
Level PavedAcces Route
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
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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
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.
Prposed Construction
Grass Areas
Existing Block work
Permeable Asphalt Paving
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 Hydrant
Lighting Post
Tarmac Roadway
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
Rain Water Man-Hole200mm x 200mm
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:
Section 1.4 Sanitaryfacilities for buildings otherthan dwellings 68 Diagram15a Wheelchair accessibleunisex WC (1800 mm x1800 mm turning space)
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
STATUS PURPOSE OF ISSUECODE SUITABILITY DESCRIPTION
30/0
4/20
15 0
3:16
:26
As indicatedDDS4_PO4
GALWAY/MAYO INSTITUTE OF TECHNOLOGY
28/04/15
Mark FlynnDenise DillonEmer MaughanGA-MF-02
Ground Floor Plan
Upgrade&Retro-Fit of Building and CivilDepartment
GA
28/04/15No. Description Date
1 : 100Block A Ground Floor
Push Pad for accessiblepower-operated doors. Incompliance with TGD PartM 2010 Section 1.2.4.3
1800mm Min Turning CircleProvided In Lobbies AndSpaces Where Turning IsNeeded For WheelChairUsers.
Push Pad for accessiblepower-operated doors. Incompliance with TGD PartM 2010 Section 1.2.4.3
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.
Level acces providedGradient slope 1:50
Level PavedAcces Route
Grassed Areas And PlantedAreas:Grassed Areas To BeGraded to Required Levels.WithSuitable Subsoil. Suitable FreeDrainage Topsoil To Be LevelledIn 150mm Layers.
Paving
Paving
14 No. DesignatedStaff Parking SpacedIn Compliance WithPart M Section 1.1, Dia 8
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.
Guarding providedaround outward openingdoors in compliance dia1 and 2 of TGDpart M2010 1.1.3.1
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
Guarding providedaround outward openingdoors in compliance dia1 and 2 of TGDpart M2010 1.1.3.1
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.
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.
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.
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 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
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.
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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
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.
Prposed Construction
Grass Areas
Existing Block work
Permeable Asphalt Paving
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 Hydrant
Lighting Post
Tarmac Roadway
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
Rain Water Man-Hole200mm x 200mm
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:
Section 1.4 Sanitaryfacilities for buildings otherthan dwellings 68 Diagram15a Wheelchair accessibleunisex WC (1800 mm x1800 mm turning space)
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.
Level PavedAcces Route
Grassed Areas And PlantedAreas:Grassed Areas To BeGraded to Required Levels.WithSuitable Subsoil. Suitable FreeDrainage Topsoil To Be LevelledIn 150mm Layers.
Paving
14 No. DesignatedStaff Parking SpacedIn Compliance WithPart M Section 1.1, Dia 8
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.
Guarding providedaround outward openingdoors in compliance dia1 and 2 of TGDpart M2010 1.1.3.1
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
Guarding providedaround outward openingdoors in compliance dia1 and 2 of TGDpart M2010 1.1.3.1
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.
Level acces providedGradient slope 1:50
Level acces providedGradient slope 1:50
Level PavedAcces Route
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
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
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.
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.
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.
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:
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.
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
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.
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.
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
SHEETSTATUS PURPOSE OF ISSUECODE SUITABILITY DESCRIPTION
28/0
4/2
015 1
1:5
4:3
0
As indicatedDDS4_PO4
GALWAY/MAYO INSTITUTE OF TECHNOLOGY
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:
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.
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.
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
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.
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
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
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.
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:
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.
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.
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 UBeams.
340 x 315 Universal beams at 2.5mcentre cased in two layers 12.5mmfirelineboard for fire protection.
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
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.
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.
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
SHEETSTATUS PURPOSE OF ISSUECODE SUITABILITY DESCRIPTION
27/0
4/2
015 1
7:1
2:4
4
As indicatedDDS4_PO4
GALWAY/MAYO INSTITUTE OF TECHNOLOGY
26/03/15
Mark Flynn
Denise DillonEmer Maughan
GA-MF-10Roof Sections
Upgrade&Retro-Fit of Building andCivil Department
GA
26/03/15
1 : 5
Roof Skylight
1 : 10
Roof Build-up
2: 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.
2: Suspened Ceiling:
Suspended Ceiling System12.5mm plasterboard with skim coat and paint finish.
1: 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
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.
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.
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.
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.
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.
5: Suspened Ceiling:
Suspended Ceiling System12.5mm plasterboard with skim coat and paint finish.
4: 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.
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
SHEETSTATUS PURPOSE OF ISSUECODE SUITABILITY DESCRIPTION
27/0
4/2
015 1
7:0
1:0
0
As indicatedDDS4_PO4
GALWAY/MAYO INSTITUTE OF TECHNOLOGY
26/03/15
Mark Flynn
Denise DillonEmer Maughan
GA-MF-11Curtain walling Sections
Upgrade&Retro-Fit of Building andCivil Department
GA
26/03/15
3: 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.
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.
6: Suspened Ceiling:
Suspended Ceiling System12.5mm plasterboard with skim coat and paint finish.
2: 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.
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
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 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.
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:
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.
6
No. Description Date
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.
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
STATUS PURPOSE OF ISSUECODE SUITABILITY DESCRIPTION
28/0
4/2
015 0
9:3
6:5
7
As indicatedDDS4_PO4
GALWAY/MAYO INSTITUTE OF TECHNOLOGY
26/03/15
Mark FlynnDenise DillonEmer MaughanGA-MF-12
Elevator Details
Upgrade&Retro-Fit of Building and CivilDepartment
GA
26/03/15
No. Description Date
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.
5: Suspened Ceiling:
Suspended Ceiling System12.5mm plasterboard with skim coat and paint finish.
2: 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.
9: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. 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
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 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.
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:
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.
SHEETSTATUS PURPOSE OF ISSUECODE SUITABILITY DESCRIPTION
27/0
4/2
015 1
8:0
5:1
9
As indicatedDDS4_PO4
GALWAY/MAYO INSTITUTE OF TECHNOLOGY
26/03/15
Mark Flynn
Denise DillonEmer Maughan
GA-MF-13Detail 1
Upgrade&Retro-Fit of Building andCivil Department
26/03/15
2: Foundations:
1200 x 400mm Rinforcement concrete stripfooting below external glazing on 50mm sandblinding.
900 x 300mm reinforced concrete stripfooting below steel columns on 50mm sandblinding.
Ground floor slab thickens at edges to 400 x400mm at extention perimeter.
1 : 5
Parapet Detail
1 : 5
Foundation Detail
No. Description Date
2: Suspened Ceiling:
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.
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.
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.
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.
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
3: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 BullnoseEdgingThe Foot Path That Surrounds The BuildingIs Also Made From Eco-Cem Concrete. ThisWill Hepl The Building Reduce Its CarbonFoot Print
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.
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
STATUS PURPOSE OF ISSUECODE SUITABILITY DESCRIPTION
28/0
4/2
015 1
2:2
5:4
7
As indicatedDDS4_PO4
GALWAY/MAYO INSTITUTE OF TECHNOLOGY
28/04/15
Mark FlynnDenise DillonEmer MaughanGA-MF-14
Details 2
Upgrade&Retro-Fit of Building and CivilDepartment
GA
28/04/15
1 : 10
Floor Connections (B)
1 : 5
Floor Connection (C)
1 : 5
Floor New/existing (A)
2: Suspened Ceiling:
Suspended Ceiling System 12.5mmplasterboard with skim coat and paint finish. Gapbetween plasterboard and suspended ceilingto be sealed with a flexible sealant.
3: Structure:
200mm x 600mm reinforced cast in-situ concrete beam.200mm x 400mm reinforced cast in-situ concrete column.
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.
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:
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: Movement Joint:
1
2
3
4
2: Movement Joint:
4: Existing Ground Floor
2: Suspened Ceiling:
Suspended Ceiling System 12.5mmplasterboard with skim coat and paint finish. Gapbetween plasterboard and suspended ceilingto be sealed with a flexible sealant.
3: Structure:
200mm x 600mm reinforced cast in-situ concrete beam.200mm x 400mm reinforced cast in-situ concrete column.
STATUS PURPOSE OF ISSUECODE SUITABILITY DESCRIPTION
27/0
4/2
015 1
8:0
6:3
7
As indicatedDDS4_PO4
GALWAY/MAYO INSTITUTE OF TECHNOLOGY
26/03/15
Mark FlynnDenise DillonEmer MaughanGA-MF-15
Link Bridge Sections
Upgrade&Retro-Fit of Building and CivilDepartment
GA
26/03/15
No. Description Date
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
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
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.