general arrangement drawings
TRANSCRIPT
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
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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
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
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rovi
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Gra
dien
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: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
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.
Leve
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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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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
Selected Marmoleumfloor covering
11 m²Room132
Selected Non-Slip Tile
5 m²Room133
Selected Non-Slip Tile
146 m²Entrance
131A
Granite Flooring
5 m²Room135A
Selected Non-Slip Tile
91 m²Room134E
Selected Marmoleumfloor covering
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
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)
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
Existing GMIT: 84297 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
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
Leve
l acc
es p
rovi
ded
Gra
dien
t slo
pe 1
:50
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.
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.
External Wall Up-Grade:
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.
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
External Wall Up-Grade:
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
External Wall Up-Grade:
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.
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
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
Selected Marmoleumfloor covering
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
Selected Marmoleumfloor covering
172 m²Hall
226E
Selected Marmoleumfloor covering
17 m²StairWay 1
226F
Selected Marmoleumfloor covering
53 m²Arch 4226G
Selected Carpet
F
9 m²Unisex Disabled WC
226M
Selected Non-Slip Tile
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
Selected Marmoleumfloor covering
79 m²Hall
134G
Selected Marmoleumfloor covering
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
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)
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
Existing GMIT: 84297 m2
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
3:27
:06
As indicatedDDS4_PO4
GALWAY/MAYO INSTITUTE OF TECHNOLOGY
28/04/15
Mark FlynnDenise DillonEmer MaughanGA-MF-03
First Floor Plan
Upgrade&Retro-Fit of Building and CivilDepartment
GA
28/04/15No. Description Date
1 : 100Block A First Floor Plan
Push Pad for accessiblepower-operated doors. Incompliance with TGD PartM 2010 Section 1.2.4.3
Leve
l acc
es p
rovi
ded
Gra
dien
t slo
pe 1
:50
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.
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
External Wall Up-Grade:
Existing:200mm internal Concrete Block.80mm Semi Open Cavity45mm external concrete aggregate panel
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
External Wall Up-Grade:
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.
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.
Bridge Facade:
40mm thick bead-blasted stainless-stell panelwith lazer-cut vertical abutments botled tosupporting structure in rigid joints.
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.
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
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
STATUS PURPOSE OF ISSUECODE SUITABILITY DESCRIPTION
30/0
4/20
15 1
1:17
:21
As indicatedDDS4_PO4
GALWAY/MAYO INSTITUTE OF TECHNOLOGY
28/04/15
Mark FlynnDenise DillonEmer MaughanGA-MF-06
Large Elevations
Upgrade&Retro-Fit of Building and CivilDepartment
GA
28/04/15No. Description Date
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:
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
6: 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.
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)
DNDNDNDNDNDNDNDNDN
Block A Ground Floor 2
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
Block A Ground Floor 2
29130
Block A First Floor Plan
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
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.
No. Description Date
6: External Wall Up-Grade:
Existing:200mm internal Concrete Block.80mm Semi Open Cavity45mm external concrete aggregate panel
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
6: External Wall Up-Grade:
Existing:200mm internal Concrete Block.80mm Semi Open Cavity45mm external concrete aggregate panel
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
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.
DNDNDNDNDNDNDNDNDN
Block A Ground Floor 2
29130
Block A First Floor Plan
32795
Blcok A Roof Level
36325
Block A Ground Floor
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
H72 Aluminium Strip/sheet Coverings/Flashings
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
M20/280Gypsum plaster skim on plasterboard
E10/150 In situ concrete
12
55
27
49
Block A Ground Floor 2
29130
Block A First Floor Plan
32795
Blcok A Roof Level
36325
Block A Ground Floor
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
M20/280Gypsum plaster skim on plasterboard
M20/280Gypsum plaster skim on plasterboard
H72 Aluminium Strip/sheet Coverings/Flashings
E10/150 In situ concrete
E10/150 In situ concrete
M20/280Gypsum plaster skim on plasterboard
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
STATUS PURPOSE OF ISSUECODE SUITABILITY DESCRIPTION
27/0
4/2
015 1
3:5
3:4
2
As indicatedDDS4_PO4
GALWAY/MAYO INSTITUTE OF TECHNOLOGY
26/03/15
Mark FlynnDenise DillonEmer MaughanGA-MF-08
Section AA & BB
Upgrade&Retro-Fit of Building and CivilDepartment
GA
26/03/15
No. Description Date
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:
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
6: 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.
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.
No. Description Date
4: External Wall Up-Grade:
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.
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
6: 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.
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.
1
2
3
4
5
6
6: External Wall Up-Grade:
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.
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
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.
3: External Wall Up-Grade:
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.
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
1: External Wall Up-Grade:
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.
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
2: External Wall Up-Grade:
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.
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.
4: Existing Floor :
20omm per-cast concrete waffel slab.20mm concrete screed.13mm marmoleum floor covering
1: External Wall Up-Grade:
Existing:200mm internal Concrete Block.80mm Semi Open Cavity45mm external concrete aggregate panel
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.
No. Description Date
1
2
3
4 5
6
1: 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.
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.
4: Existing Floor :
20omm per-cast concrete waffel slab.20mm concrete screed.13mm marmoleum floor covering
1: External Wall Up-Grade:
Existing:200mm internal Concrete Block.80mm Semi Open Cavity45mm external concrete aggregate panel
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
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.
1
2
3
4