Embed Size (px)
A-FP01-Ground Floor
0
A-FP02-First Floor
4700
A-FP03-Second Floor
9400
A-FP04-Third Floor
17400
A
Terrace Parapet
18700
1300
8000
4700
4700
1290
437
6491
538
300
7162
7028
8727
300
300
300
4025
300
300 300
Car ParkPool Area
First Floor
Second Floor
Terrace Area
Inner Leaf Build Up :120x80mm Vertical timbers at 1200mm centers fixedto 200mm rinforced concrete wall using 10mmdiameter bolts to NBS spec : G20 and Z20. 120mmof Kingspan Ridged insulation is placed inbetweenthe vertical timbers . Then 50x50mm timber battonsat 600mm centers fixed to vertical timbers with10mm diameter bolts to NBS spec : G20 . 50mm ofKingspan Ridged insulation is placed inbetween the50x50mm battons. Then Vapour Barrior to be tapedand sealed at all joints and overlaps to NBE spec :J40 . Then 12.5mm platerboard that is fixed to the50x50mm battons usig 10mm diametre bolts to NBSspec : M20 . Then a steel mesh is placed over thatfor the wet plaster skim coat finish . The mesh isfixed back to the 50x50mm battons using 10mmdiameter bolts to NBS spec : M20 and Z20.
Non permable brick paving100x200x150mm sloped towards ACOdrain to a fall of 1:60 to NBS spec : Q25.
Outer Leaf Build Up :250mm Reinforeced concrete to NBS spec : E50 ,with a Geotextile water proof membraine to NBS spec: J40. Then a sacraficial Layer 102.5mm Brick to NBSspec : F10
ACO channel drain sloped towards A.J at a slopof 1:60. The nonpermeable brick pavng is slopedtoward the ACO drain to NBS spec : Q25. The200x150mm ACO drain has a 50mm screedfoundation.
Structural Reinforcedconcrete column300x300mm to NBSspec : B50. At 6.4Mcenters spanningBasment floor to FirstFloor.
Structural Reinforcedconcrete column300x300mm to NBSspec : B50. At 6.4Mcenters spanningFirts floor to SecondFloor.
Structural Reinforcedconcrete column300x300mm to NBSspec : B50. At 6.4Mcenters spanningSecond floor to ThirdFloor.
Structural Reinforced concrete column 300x300mm to NBSspec : B50. At 6.4M centers spanning Ground floor to SecondFloor.
Structural Reinforcedconcrete column300x300mm to NBSspec : B50. At 6.4Mcenters spanningSecond floor to ThirdFloor.
Curtain walling Unitised system at 2000mm centers spanningfrom Ground floor to Second Floor to NBS spec : H11. DoubleGlazzed Low - Glazing. Connected to a aluminium frame which issecured to a soil plate using 10mm diameter bolts to NBS spec:G20 and Z20.
4224
4107
Doubled glazed stainless steel fixings are secured to a 25mm steelplate to NBS spec : G10 . Which is welded to a main steel plate30x200x200mm that is secured with four 15mm diameter bots toNBS spec : G10 and Z20. Fixing is at 2000mm spacings.
First Floor Build Up :30mm Basketball Court hardwood floor to NBS spec : M42 . On 50mmscreed on Vapour Barrior to be taped and sealed at all joints andoverlaps to NBE spec : J40 . On 300mm Bubble Deck floor system toNBS spec: E05. On Breather to be taped and sealed at all joints andoverlaps to NBE spec : J40 . On 150mm Kingspan Ridged insulationwhich is suported by 12.5mm thick plasterboard which is fixed back to theBubble deck slab with 5mm diameter bolts to NBS spec : K10 and Z20 .On Vapour Barriour to be taped and sealed at all joints and overlaps toNBE spec : J40 . Then a 300mm service gap with 15x400x400mmsuspened panels which are secured back to the Bubble deck floor toNBS spec : 45K .
Fire stop to NBS spec : P12
Curtain walling Unitised system at 2000mm centers spanningfrom Ground floor to Second Floor to NBS spec : H11. DoubleGlazzed Low - Glazing. Connected to a aluminium frame whichis secured to an insulated (Kingspan Ridged polystyreneinsulation to manufactures specification) timber ladder using 210mm diameter bolts at 600mm spacings to NBS spec :G20 andZ20. ( Timber ladders horizontal timber 80x250mm. Verticaltimber 80x160mm at 600mm spacings.)
3300
Rheinzinck horizontal zinc cladding system. Zinc panaels are400x400mm.Secured to a T shaped steel plate to NBS spec : G10 whichis secured to a L shaped steel plate connected to the bubble deck floorsystem with a 15mm diameter bolt to NBS spec : G10 and Z20.
Note:The pool are isMechanicalyventilated to NBSspec : U90.
Note:The First , Second andThird has underfloorheating system withinthe screed to NBSspec : T90 .
Note:The First , Second and Thirdfloor are Natural ventilated.With automatic openingwindows set a various centersalong the curtain wallingsystem and on the other sidesof the building to NBS spec :U90.
Breather membraine to be taped and sealed at all joints andoverlaps to NBE spec : J40. 150mm Kingspan Ridgedpolystyrene insulation to manufactures specification . ThenVapour Barrior to be taped and sealed at all joints andoverlaps to NBE spec : J40 . Insulation is secured in placewith a 10mm sheet of Aluminium welded to an L plate toNBS spec :G10 and :H72 . The steel L plate is secured backto the Bubble deck floor system with and anchor bolt to NBSspec :G10 and Z20 .
Insect mesh fixed back to structure and to Rheinzink Horizontalcladding system with 5mm diameter bolts at 600mm centres toNBS spec : Z20.
Ventilation Gap.
Ventilation Gap.
Second Floor Build Up :30mm hardwood floor finish to NBS spec : M42 . On 50mm screed on . On300mm Bubble Deck floor system to NBS spec : E05. Then a 300mmservice gap with 15x400x400mm suspened panels which are secured backto the Bubble deck floor to NBS spec : 45K .
Curtain walling Unitised system at 2000mm centers spanningfrom Second floor to Third Floor to NBS spec : H11. DoubleGlazzed Low - Glazing. Connected to a aluminium frame whichis secured to an insulated (Kingspan Ridged polystyreneinsulation to manufactures specification ) timber ladder using 210mm diameter bolts at 600mm spacings to NBS spec :G20and Z20. ( Timber ladders horizontal timber 80x250mm.Vertical timber 80x160mm at 600mm spacings. The 2 verticaland bottom horizontal timber is fixed together and back to thescructure using an L shaped plate and 2 10mm diameter boltsto NBS spec: G10 and Z20).
Bre Soila Connection :A steel plate is secured through the timber cill to a timbersole plate with 4 10mm diameter bolts to NBS spec:G10 .Sole plate is fixed back to the Bubble Deck floor systemusing a anchor bolt to NBS spec : Z20.
Curtain walling Unitised system at 2000mm centersspanning from Ground floor to Second Floor to NBS spec :H11. Double Glazzed Low - Glazing. Connected to aaluminium frame which is secured to an insulated(Kingspan Ridged polystyrene insulation to manufacturesspecification) timber ladder using 2 10mm diameter boltsat 600mm spacings to NBS spec :G20 and Z20. ( Timberladders horizontal timber 80x250mm. Vertical timber80x160mm at 600mm spacings.)
Insect mesh fixed back to structure and to RheinzinkHorizontal cladding system with 5mm diameter bolts at600mm centres to NBS spec : Z20.
Rheinzinck horizontal zinc cladding system. Zinc panaels are400x400mm.Secured to a T shaped steel plate to NBS spec :G10 which is secured to a L shaped steel plate connected tothe bubble deck floor system with a 15mm diameter bolt toNBS spec : G10 and Z20.
Bre Soila Connection :A steel plate is secured through the timber cill to a timbersole plate with 4 10mm diameter bolts to NBS spec:G10 andZ20 . Sole plate is fixed back to the Bubble Deck floorsystem using a anchor bolt to NBS spec : Z20.
Breather membraine to be taped and sealed at all jointsand overlaps to NBE spec : J40. 150mm KingspanRidged polystyrene insulation to manufacturesspecification . Then Vapour Barrior to be taped andsealed at all joints and overlaps to NBE spec : J40 .Insulation is secured in place with a 10mm sheet ofAluminium welded to an L plate to NBS spec :G10 and:H72 . The steel L plate is secured back to the Bubbledeck floor system to NBS spec :G10 .
Note:The Terrace area is drained to achannel drain 200x200mm with afall of 1:60. To NBS spec : R10.
Note:The zinc is sloped at 1:60towards the channel drain200x200mm. The channel drainis sloped to one side of the zincroof with a fall of 1;60. To NBSspec : R10.
Zinc Roof Construction :Rheinzink angled standing seam covering to NBSspec : H74.On a ventilation material 10mm. OnBituman coating. On wood sheating 25mm. Fixed to50x50mm Battons at 600mm cenetrs with 10mmdiameter bolts to NBS spec : Z20. On Breathermembraine to be taped and sealed at all joints andoverlaps to NBE spec : J40 . On 200x150mm timberrafters at 1200mm centers . Fixed back to thestructure using 10mm diameter bolts to NBS spec :Z20 .200mm Kingspan Ridged polystyrene insulationis fitted inbetween the rafters to manufacturesspecification . On Vapour Barrior to be taped andsealed at all joints and overlaps to NBE spec : J40 .On 300mm Bubble Deck floor system to NBS spec :E05.
Note:The cill capping is slid intoplace and held in place with afixing that is carved into theconcrete cill to NBS spec : Z20.
Wall construction :(From Terrace to main structure)24mm vertical timcer claddng to NBS spec : H21 fixed to horiztal 50x50mm battons at 600mm centers with 10mm bolts to NBSspec :Z20. On Breather Membraine to be taped and sealed at all joints and overlaps to NBE spec : J40 . On vertical timber studs200x120mm at 1200mm centers fixed back to concerte structure with 10mm diameter bolts to NBS spec : Z20 . 200mm KingspanRidged polystyrene insulation is fitted inbetween the rafters to manufactures specification. On Vapour Barrior to be taped andsealed at all joints and overlaps to NBE spec : J40 . On main 250mm reinforced concrete structure to NBS spec : E05 .(From Stone cladding to main structure)50mm stone cladding panel secured with an L shaped braket at the top and bottom of the panel. The L shaped steel bracket isfixed back to the main struture with a 10mm diameter bolt to NBS spec : G10, M40 and Z20 . 40mm air Gap . Then BreatherMembraine to be taped and sealed at all joints and overlaps to NBE spec : J40 . Then vertical timber studs 200x120mm at1200mm centers fixed back to concerte structure with 10mm diameter bolts to NBS spec : Z20 . 200mm Kingspan Ridgedpolystyrene insulation is fitted inbetween the rafters to manufactures specification. On Vapour Barrior to be taped and sealed at alljoints and overlaps to NBE spec : J40 . On main 250mm reinforced concrete structure to NBS spec : E05 .
Terrac Floor Build Up :25mm Timber floor to NBS spec: H21 fixed to 50x50mm battonsto NBS spec : Z20. OnBreather Membraine to be tapedand sealed at all joints andoverlaps to NBE spec : J40 . Ontimber studs 200x120mm at1200mm centers fixed back toconcerte structure with 10mmdiameter bolts to NBS spec :Z20 . 200mm Kingspan Ridgedpolystyrene insulation is fittedinbetween the rafters tomanufactures specification. OnVapour Barrior to be taped andsealed at all joints and overlapsto NBE spec : J40 . On 50mm ofscreed. On main 250mmreinforced concrete structure toNBS spec : E05 .
200x60mm Sole plate forleveling the parapet.
A-FP01-Ground Floor
0
A-FP02-First Floor
4700
A-FP03-Second Floor
9400
A-FP04-Third Floor
17400
6
6
Terrace Parapet
18700
1
124
1
124
1300
8000
4700
4700
2000
4224
300
1
125
1
125
8
125
8
125
2
127
2
127
3
127
3
127
4
127
4
127
2
128
2
128
3
128
3
128
2
129
2
129
3
129
3
129
2
132
2
132
3
132
3
132
2
134
2
134
61
124
1
124
2000 2000
300
300
2000
Inside
Outside
Structural Reinforced concrete column 300x300mm toNBS spec : B50. At 6.4M centers spanning Second floorto Third Floor.
8
125
8
125
2
127
2
127
2
128
2
128
3
128
3
128
2
129
2
129
2
132
2
132
2
134
2
134
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Patr ick D
unn e C123 70316
29/04 /2015
14: 30:08
As indic a
ted
Co nstr ucti on d raw
ingS
e ctio n 1 to 20
Pro ject 5
Projec t 5 C
onstr uction Det ailing
Pr ojec t 5 C
ons truc tionD
e taili ng
1 : 20Section AA 1 : 20
South Elevation Single Bay
1 : 20A-FP03-Second Floor Single Bay Plan
Notes
Vapour Barriour
Breather Membraine
Geotextile Membraine
Ventilation
Falls
Material
Description
Shape/Size
Density
Weight
Strenght ( Resistant to surface Damage )UV Performance
Fire Rating
Electrical Conductivity
R-Value
Permeable
Water Absorption
Acoustic Performance
Zinc Glass/Glazing Plaster Insulation Reinforced Concrete Vapour Barriour Breather Membraine Timber Battons Steel Concrete Screed
Flashing / CladdingVaries
7.140
7.140kg/m3
Medium resistance
High
High non-combustable
High
Per 20mm: 0.0003w/m2k
Non-permeableNon-absorbant
Low
Per 20mm: 0.0076w/m2k
Non-permeableNon-absorbant
Low
Double Glazed Low-E Glass8/10mm thick sheets
2800
2.800kg/m3
Low resistance / Fragile
Treated High
Class 1
Low
Per 20mm: 0.066w/m2k
permeableMedium absorbant
Medium
12.5mm thick sheets
1000
1.000kg/m3
Low/Medium resistance
Un-exposed
30 minutes per sheet
Low
Plasterboard sheets + skim
Per 20mm: 0.53w/m2k
Impermeable water resistantVery absorbant
High
Varies
38.9
38.925kg/m3
Low resistance
Un-exposed
High
Low
Kingspan Rigid Polistyrene
Per 20mm: 0.008w/m2k
Low absorbant
High
Width and Lenght varie
2400
2.400kg/m3
Very high resistance
Un-exposed
High non- combustable
Low
Cast in-situ concrete
Low permeable
Per 20mm: *w/m2k
Water resistant
*
Roll at 1.5mx20m
*
*
5n/mm2
Un-exposed
Low
Low
Intello plus vapour
Impermeable
Per 20mm: *w/m2k
Water resistant
*
Roll at 1.5mx50m
*
*
Low resistance
Un-exposed
Low
Low
Pro clima solitex B.M
Medium permeable
Per 20mm: *w/m2k
Medium absorbtion
Low
50mmx50mmxL
*
*
Medium resistance
Un-exposed
Low
Low
Rough sawn C16 soft wood
Medium permeable
Per 20mm: 0.008w/m2k
Low absorbant
High
50/75mm thick
2400
2.400kg/m3
Very high resistance
Un-exposed
High non- combustable
Low
Lightweight flowing screed
Low permeable
Per 20mm: 0.00125w/m2k
non-absorbant
High
7690
7.690kg/m3
Very high resistance
Un-exposed
Medium resistance
High
Stainless steel components
Impermeable
varies
A-FP01-Ground Floor
0
A
Car ParkPool Area
Inner Leaf Build Up :120x80mm Vertical timbers at 1200mm centersfixed to 200mm rinforced concrete wall using10mm diameter bolts to NBS spec : G20 and Z20.120mm of Kingspan Ridged insulation is placedinbetween the vertical timbers . Then 50x50mmtimber battons at 600mm centers fixed to verticaltimbers with 10mm diameter bolts to NBS spec :G20 . 50mm of Kingspan Ridged insulation isplaced inbetween the 50x50mm battons. ThenVapour Barrior to be taped and sealed at all jointsand overlaps to NBE spec : J40 . Then 12.5mmplaterboard that is fixed to the 50x50mm battonsusig 10mm diametre bolts to NBS spec : M20 .Then a steel mesh is placed over that for the wetplaster skim coat finish . The mesh is fixed back tothe 50x50mm battons using 10mm diameter boltsto NBS spec : M20 and Z20.
Non permable brick paving100x200x150mm sloped towards ACOdrain to a fall of 1:60 to NBS spec : Q25.
Outer Leaf Build Up :250mm Reinforeced concrete to NBS spec : E50 ,with a Geotextile water proof membraine to NBS spec: J40. Then a sacraficial Layer 102.5mm Brick to NBSspec : F10
Structural Reinforcedconcrete column300x300mm to NBSspec : B50. At 6.4Mcenters spanningBasment floor to FirstFloor.
Curtain walling Unitised system at 2000mm centers spanningfrom Ground floor to Second Floor to NBS spec : H11. DoubleGlazzed Low - Glazing. Connected to a aluminium frame which issecured to a soil plate using 10mm diameter bolts to NBS spec:G20 and Z20.
300
600
600
200
100
250
102
50 150 50
100
103
5015
940
0
60
45
77
200
60
205
50 120 1630
155
Copy Right c
Checked by
Drawn by
Date
Project number
3RD YEAR ARCHITECTURAL TECHNOLOGY,DUBLIN SCHOOL OF ARCHITECTURE
MARKET PLACE AND OFFICE BUILDING,1-3 EAST ROAD,DUBLIN 3.
Patrick Dunne C12370316
Notes
29/0
4/20
15 1
4:30
:46
ConstructionDetail GroundFloor 1 to 5
Project 5
Building C Sports Facility
Group C
12-02-15
Author
Checker
125
1 : 10Detail Grounf Floor Section 1 to 10
Key Section
Stage 1 Stage 2
Stage 3 Stage 4 Stage 5
Key section
Stage 1 :This is the first stage of construction the main structural elements are inplace ( structural 300x300mm concrete columns and car park slab) the250x100mm sole plate is placed done onto the 250mm reinforcedconcrete wall with the outter layer of water proof membraines .
Stage 2 :This stage is when all the bolts for the sole plate and the glazing system isput into place . Curtain walling Unitised system at 2000mm centersspanning from Ground floor to Second Floor to NBS spec : H11. DoubleGlazzed Low - Glazing. Connected to a aluminium frame which is securedto a soil plate using 10mm diameter bolts to NBS spec :G20 and Z20.
Stage 3 :In this stage of construction the inner layer is fixed into place.120x80mm Vertical timbers at 1200mm centers fixed to 200mm rinforced concrete wall using10mm diameter bolts to NBS spec : G20 and Z20. 120mm of Kingspan Ridged insulation isplaced inbetween the vertical timbers . Then 50x50mm timber battons at 600mm centers fixed tovertical timbers with 10mm diameter bolts to NBS spec : G20 . 50mm of Kingspan Ridgedinsulation is placed inbetween the 50x50mm battons.
Stage 4 :Then Vapour Barrior to be taped and sealed at all joints and overlapsto NBE spec : J40 . Then 12.5mm platerboard that is fixed to the50x50mm battons usig 10mm diametre bolts to NBS spec : M20 .Then a steel mesh is placed over that for the wet plaster skim coatfinish . The mesh is fixed back to the 50x50mm battons using 10mmdiameter bolts to NBS spec : M20 and Z20.
Stage 5 :Finished detail.
Material
Description
Shape/Size
Density
Weight
Strenght ( Resistant to surface Damage )UV Performance
Fire Rating
Electrical Conductivity
R-Value
Permeable
Water Absorption
Acoustic Performance
Zinc Glass/Glazing Plaster Insulation Reinforced Concrete Vapour Barriour Breather Membraine Timber Battons Steel Concrete Screed
Flashing / CladdingVaries
7.140
7.140kg/m3
Medium resistance
High
High non-combustable
High
Per 20mm: 0.0003w/m2k
Non-permeableNon-absorbant
Low
Per 20mm: 0.0076w/m2k
Non-permeableNon-absorbant
Low
Double Glazed Low-E Glass8/10mm thick sheets
2800
2.800kg/m3
Low resistance / Fragile
Treated High
Class 1
Low
Per 20mm: 0.066w/m2k
permeableMedium absorbant
Medium
12.5mm thick sheets
1000
1.000kg/m3
Low/Medium resistance
Un-exposed
30 minutes per sheet
Low
Plasterboard sheets + skim
Per 20mm: 0.53w/m2k
Impermeable water resistantVery absorbant
High
Varies
38.9
38.925kg/m3
Low resistance
Un-exposed
High
Low
Kingspan Rigid Polistyrene
Per 20mm: 0.008w/m2k
Low absorbant
High
Width and Lenght varie
2400
2.400kg/m3
Very high resistance
Un-exposed
High non- combustable
Low
Cast in-situ concrete
Low permeable
Per 20mm: *w/m2k
Water resistant
*
Roll at 1.5mx20m
*
*
5n/mm2
Un-exposed
Low
Low
Intello plus vapour
Impermeable
Per 20mm: *w/m2k
Water resistant
*
Roll at 1.5mx50m
*
*
Low resistance
Un-exposed
Low
Low
Pro clima solitex B.M
Medium permeable
Per 20mm: *w/m2k
Medium absorbtion
Low
50mmx50mmxL
*
*
Medium resistance
Un-exposed
Low
Low
Rough sawn C16 soft wood
Medium permeable
Per 20mm: 0.008w/m2k
Low absorbant
High
50/75mm thick
2400
2.400kg/m3
Very high resistance
Un-exposed
High non- combustable
Low
Lightweight flowing screed
Low permeable
Per 20mm: 0.00125w/m2k
non-absorbant
High
7690
7.690kg/m3
Very high resistance
Un-exposed
Medium resistance
High
Stainless steel components
Impermeable
varies
A-FP02-First Floor
4700
A
300
300
First Floor
Doubled glazed stainless steel fixings are secured to a 25mm steelplate to NBS spec : G10 . Which is welded to a main steel plate30x200x200mm that is secured with four 15mm diameter bots to NBSspec : G10 and Z20. Fixing is at 2000mm spacings.
First Floor Build Up :30mm Basketball Court hardwood floor to NBS spec : M42 . On 50mmscreed on Vapour Barrior to be taped and sealed at all joints and overlaps toNBE spec : J40 . On 300mm Bubble Deck floor system to NBS spec: E05.On Breather to be taped and sealed at all joints and overlaps to NBE spec :J40 . On 150mm Kingspan Ridged insulation which is suported by 12.5mmthick plasterboard which is fixed back to the Bubble deck slab with 5mmdiameter bolts to NBS spec : K10 and Z20 . On Vapour Barriour to be tapedand sealed at all joints and overlaps to NBE spec : J40 . Then a 300mmservice gap with 15x400x400mm suspened panels which are secured backto the Bubble deck floor to NBS spec : 45K .
Fire stop to NBS spec : P12
400
150
300
5530
A-FP03-Second Floor
9400
A
538
300
300
Second Floor
Structural Reinforcedconcrete column300x300mm to NBSspec : B50. At 6.4Mcenters spanningFirts floor to SecondFloor.
Structural Reinforcedconcrete column300x300mm to NBSspec : B50. At 6.4Mcenters spanningSecond floor to ThirdFloor.
Curtain walling Unitised system at 2000mm centers spanningfrom Ground floor to Second Floor to NBS spec : H11. DoubleGlazzed Low - Glazing. Connected to a aluminium frame which issecured to an insulated (Kingspan Ridged polystyrene insulationto manufactures specification) timber ladder using 2 10mmdiameter bolts at 600mm spacings to NBS spec :G20 and Z20. (Timber ladders horizontal timber 80x250mm. Vertical timber80x160mm at 600mm spacings.)
Rheinzinck horizontal zinc cladding system. Zinc panaels are400x400mm.Secured to a T shaped steel plate to NBS spec : G10 which issecured to a L shaped steel plate connected to the bubble deck floorsystem with a 15mm diameter bolt to NBS spec : G10 and Z20.
Breather membraine to be taped and sealed at all joints andoverlaps to NBE spec : J40. 150mm Kingspan Ridgedpolystyrene insulation to manufactures specification . ThenVapour Barrior to be taped and sealed at all joints and overlapsto NBE spec : J40 . Insulation is secured in place with a 10mmsheet of Aluminium welded to an L plate to NBS spec :G10 and:H72 . The steel L plate is secured back to the Bubble deck floorsystem with and anchor bolt to NBS spec :G10 and Z20 .
Insect mesh fixed back to structure and to Rheinzink Horizontalcladding system with 5mm diameter bolts at 600mm centres toNBS spec : Z20.
Ventilation Gap.
Second Floor Build Up :30mm hardwood floor finish to NBS spec : M42 . On 50mm screed on . On300mm Bubble Deck floor system to NBS spec : E05. Then a 300mmservice gap with 15x400x400mm suspened panels which are securedback to the Bubble deck floor to NBS spec : 45K .
400
300
5010
50
50
53
101
250
100
200
100
150
13
Copy Right c
Checked by
Drawn by
Date
Project number
3RD YEAR ARCHITECTURAL TECHNOLOGY,DUBLIN SCHOOL OF ARCHITECTURE
MARKET PLACE AND OFFICE BUILDING,1-3 EAST ROAD,DUBLIN 3.
Patrick Dunne C12370316
Notes
29/0
4/20
15 1
4:31
:23
ConstructionDeatil
First/SecondFloor 1 to 5Project 5
Building C Sports Facility
Group C
12-02-15
Author
Checker
127
Key Section
Key section
1 : 10Deatail First floor section 1 to 10
Material
Description
Shape/Size
Density
Weight
Strenght ( Resistant to surface Damage )UV Performance
Fire Rating
Electrical Conductivity
R-Value
Permeable
Water Absorption
Acoustic Performance
Zinc Glass/Glazing Plaster Insulation Reinforced Concrete Vapour Barriour Breather Membraine Timber Battons Steel Concrete Screed
Flashing / CladdingVaries
7.140
7.140kg/m3
Medium resistance
High
High non-combustable
High
Per 20mm: 0.0003w/m2k
Non-permeableNon-absorbant
Low
Per 20mm: 0.0076w/m2k
Non-permeableNon-absorbant
Low
Double Glazed Low-E Glass8/10mm thick sheets
2800
2.800kg/m3
Low resistance / Fragile
Treated High
Class 1
Low
Per 20mm: 0.066w/m2k
permeableMedium absorbant
Medium
12.5mm thick sheets
1000
1.000kg/m3
Low/Medium resistance
Un-exposed
30 minutes per sheet
Low
Plasterboard sheets + skim
Per 20mm: 0.53w/m2k
Impermeable water resistantVery absorbant
High
Varies
38.9
38.925kg/m3
Low resistance
Un-exposed
High
Low
Kingspan Rigid Polistyrene
Per 20mm: 0.008w/m2k
Low absorbant
High
Width and Lenght varie
2400
2.400kg/m3
Very high resistance
Un-exposed
High non- combustable
Low
Cast in-situ concrete
Low permeable
Per 20mm: *w/m2k
Water resistant
*
Roll at 1.5mx20m
*
*
5n/mm2
Un-exposed
Low
Low
Intello plus vapour
Impermeable
Per 20mm: *w/m2k
Water resistant
*
Roll at 1.5mx50m
*
*
Low resistance
Un-exposed
Low
Low
Pro clima solitex B.M
Medium permeable
Per 20mm: *w/m2k
Medium absorbtion
Low
50mmx50mmxL
*
*
Medium resistance
Un-exposed
Low
Low
Rough sawn C16 soft wood
Medium permeable
Per 20mm: 0.008w/m2k
Low absorbant
High
50/75mm thick
2400
2.400kg/m3
Very high resistance
Un-exposed
High non- combustable
Low
Lightweight flowing screed
Low permeable
Per 20mm: 0.00125w/m2k
non-absorbant
High
7690
7.690kg/m3
Very high resistance
Un-exposed
Medium resistance
High
Stainless steel components
Impermeable
varies 1 : 10Deatail Second floor section 1 to 10
Stage 1 Stage 2
Stage 3 Stage 4
Stage 5
Stage 1 Stage 2
Stage 3 Stage 4
Stage 5
Stage 5 :Finished detail.
Stage 5 :Finished detail.
Stage 1 :This is the first stage of construction the main structural elements are in place ( structural 300x300mmconcrete columns and floor slab) . Then a Vapour Barrior to be taped and sealed at all joints andoverlaps to NBE spec : J40 .Then the Insulated (Kingspan Ridged polystyrene insulation tomanufactures specification) timber ladder is fixed into place using 2 10mm diameter bolts at 600mmspacings to NBS spec :G20 and Z20. ( Timber ladders horizontal timber 80x250mm. Vertical timber80x160mm at 600mm spacings.)
Stage 2 :At this stage the structural glazing system is fixed into place. Curtain walling Unitised system at 2000mmcenters spanning from Ground floor to Second Floor to NBS spec : H11. Double Glazzed Low - Glazing.Connected to a aluminium frame which is secured to an insulated (Kingspan Ridged polystyrene insulation tomanufactures specification) timber ladder using 2 10mm diameter bolts at 600mm spacings to NBS spec :G20and Z20. ( Timber ladders horizontal timber 80x250mm. Vertical timber 80x160mm at 600mm spacings.)
Stage 3 :In this stage of construction when the zinc cladding system and outter layer on the balcony is constructed.Rheinzinckhorizontal zinc cladding system. Zinc panaels are 400x400mm.Secured to a T shaped steel plate to NBS spec : G10which is secured to a L shaped steel plate connected to the bubble deck floor system with a 15mm diameter bolt toNBS spec : G10 and Z20.Insect mesh fixed back to structure and to Rheinzink Horizontal cladding system with 5mm diameter bolts at 600mmcentres to NBS spec : Z20.Breather membraine to be taped and sealed at all joints and overlaps to NBE spec : J40.150mm Kingspan Ridged polystyrene insulation to manufactures specification . Then Vapour Barrior to be taped andsealed at all joints and overlaps to NBE spec : J40 . Insulation is secured in place with a 10mm sheet of Aluminiumwelded to an L plate to NBS spec :G10 and :H72 . The steel L plate is secured back to the Bubble deck floor systemwith and anchor bolt to NBS spec :G10 and Z20 .
Stage 4 :At this stage of construction the floor finishes and suspened ceiling is fixed intoplace.30mm hardwood floor finish to NBS spec : M42 . On 50mm screed on . On300mm Bubble Deck floor system to NBS spec : E05. Then a 300mm service gap with15x400x400mm suspened panels which are secured back to the Bubble deck floor toNBS spec : 45K .
Stage 1 :This is the first stage of construction the main structural elements are in place ( structural 300x300mmconcrete columns and floor slab) . Then glazing system and supports are fixed into place. Doubledglazed stainless steel fixings are secured to a 25mm steel plate to NBS spec : G10 . Which is weldedto a main steel plate 30x200x200mm that is secured with four 15mm diameter bots to NBS spec : G10and Z20. Fixing is at 2000mm spacings.
Stage 2 :At this stage the the fire stop is put in place with the first layer of water proof mebraines. Vapour Barriour to betaped and sealed at all joints and overlaps to NBE spec : J40 .
Stage 3 :In this stage of construction when the pool ceiling gets a layer of insu;ation and vapour barriour. And L plates.Breather to be taped and sealed at all joints and overlaps to NBE spec : J40 . On 150mm Kingspan Ridgedinsulation which is suported by 12.5mm thick plasterboard which is fixed back to the Bubble deck slab with 5mmdiameter bolts to NBS spec : K10 and Z20 . On Vapour Barriour to be taped and sealed at all joints and overlapsto NBE spec : J40 .
Stage 4 :At this stage of construction the floor finishes and suspened ceiling is fixed into place.30mmBasketball Court hardwood floor to NBS spec : M42 . On 50mm screed on Vapour Barrior to betaped and sealed at all joints and overlaps to NBE spec : J40 . Then a 300mm service gap with15x400x400mm suspened panels which are secured back to the Bubble deck floor to NBS spec :45K .
A-FP03-Second Floor
9400
538
300
300
Second Floor
Structural Reinforcedconcrete column300x300mm to NBSspec : B50. At 6.4Mcenters spanningFirts floor to SecondFloor.
Structural Reinforcedconcrete column300x300mm to NBSspec : B50. At 6.4Mcenters spanningSecond floor to ThirdFloor.
Rheinzinck horizontal zinc cladding system. Zinc panaels are400x400mm.Secured to a T shaped steel plate to NBS spec : G10 which issecured to a L shaped steel plate connected to the bubble deck floor systemwith a 15mm diameter bolt to NBS spec : G10 and Z20.
Breather membraine to be taped and sealed at all joints andoverlaps to NBE spec : J40. 150mm Kingspan Ridgedpolystyrene insulation to manufactures specification . ThenVapour Barrior to be taped and sealed at all joints andoverlaps to NBE spec : J40 . Insulation is secured in placewith a 10mm sheet of Aluminium welded to an L plate to NBSspec :G10 and :H72 . The steel L plate is secured back tothe Bubble deck floor system with and anchor bolt to NBSspec :G10 and Z20 .
Ventilation Gap.
Second Floor Build Up :30mm hardwood floor finish to NBS spec: M42 . On 50mm screed on . On300mm Bubble Deck floor system toNBS spec : E05. Then a 300mm servicegap with 15x400x400mm suspenedpanels which are secured back to theBubble deck floor to NBS spec : 45K .
Curtain walling Unitised system at 2000mm centers spanningfrom Second floor to Third Floor to NBS spec : H11. DoubleGlazzed Low - Glazing. Connected to a aluminium frame whichis secured to an insulated (Kingspan Ridged polystyreneinsulation to manufactures specification ) timber ladder using 210mm diameter bolts at 600mm spacings to NBS spec :G20 andZ20. ( Timber ladders horizontal timber 80x250mm. Verticaltimber 80x160mm at 600mm spacings. The 2 vertical and bottomhorizontal timber is fixed together and back to the scructureusing an L shaped plate and 2 10mm diameter bolts to NBS spec:G10 and Z20).
Bre Soila Connection :A steel plate is secured through the timber cill to a timbersole plate with 4 10mm diameter bolts to NBS spec:G10 .Sole plate is fixed back to the Bubble Deck floor systemusing a anchor bolt to NBS spec : Z20.
105
815
030
050
10 125
150251
120
198
102
81 90 80
45
165
Copy Right c
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Date
Project number
3RD YEAR ARCHITECTURAL TECHNOLOGY,DUBLIN SCHOOL OF ARCHITECTURE
MARKET PLACE AND OFFICE BUILDING,1-3 EAST ROAD,DUBLIN 3.
Patrick Dunne C12370316
Notes
29/0
4/20
15 1
4:32
:35
ConstructionDetail Second
floor balcony 1 to5 Project 5
Building C Sports Facility
Group C
12-02-15
Author
Checker
128
Key Section
Key section
1 : 10Detail Second floor balcony 1 to 10
Material
Description
Shape/Size
Density
Weight
Strenght ( Resistant to surface Damage )UV Performance
Fire Rating
Electrical Conductivity
R-Value
Permeable
Water Absorption
Acoustic Performance
Zinc Glass/Glazing Plaster Insulation Reinforced Concrete Vapour Barriour Breather Membraine Timber Battons Steel Concrete Screed
Flashing / CladdingVaries
7.140
7.140kg/m3
Medium resistance
High
High non-combustable
High
Per 20mm: 0.0003w/m2k
Non-permeableNon-absorbant
Low
Per 20mm: 0.0076w/m2k
Non-permeableNon-absorbant
Low
Double Glazed Low-E Glass8/10mm thick sheets
2800
2.800kg/m3
Low resistance / Fragile
Treated High
Class 1
Low
Per 20mm: 0.066w/m2k
permeableMedium absorbant
Medium
12.5mm thick sheets
1000
1.000kg/m3
Low/Medium resistance
Un-exposed
30 minutes per sheet
Low
Plasterboard sheets + skim
Per 20mm: 0.53w/m2k
Impermeable water resistantVery absorbant
High
Varies
38.9
38.925kg/m3
Low resistance
Un-exposed
High
Low
Kingspan Rigid Polistyrene
Per 20mm: 0.008w/m2k
Low absorbant
High
Width and Lenght varie
2400
2.400kg/m3
Very high resistance
Un-exposed
High non- combustable
Low
Cast in-situ concrete
Low permeable
Per 20mm: *w/m2k
Water resistant
*
Roll at 1.5mx20m
*
*
5n/mm2
Un-exposed
Low
Low
Intello plus vapour
Impermeable
Per 20mm: *w/m2k
Water resistant
*
Roll at 1.5mx50m
*
*
Low resistance
Un-exposed
Low
Low
Pro clima solitex B.M
Medium permeable
Per 20mm: *w/m2k
Medium absorbtion
Low
50mmx50mmxL
*
*
Medium resistance
Un-exposed
Low
Low
Rough sawn C16 soft wood
Medium permeable
Per 20mm: 0.008w/m2k
Low absorbant
High
50/75mm thick
2400
2.400kg/m3
Very high resistance
Un-exposed
High non- combustable
Low
Lightweight flowing screed
Low permeable
Per 20mm: 0.00125w/m2k
non-absorbant
High
7690
7.690kg/m3
Very high resistance
Un-exposed
Medium resistance
High
Stainless steel components
Impermeable
varies
Stage 1 Stage 2 Stage 3
Stage 4 Stage 5 Stage 6 Stage 7
Stage 1 :This is the first stage of construction the main structural elements are in place (structural 300x300mm concrete columns and floor slab) . Then the insulated timberladder is fixed. ( to manufactures specification ) Timber ladder using 2 10mm diameterbolts at 600mm spacings to NBS spec :G20 and Z20. ( Timber ladders horizontaltimber 80x250mm. Vertical timber 80x160mm at 600mm spacings. The 2 vertical andbottom horizontal timber is fixed together and back to the scructure using an L shapedplate and 2 10mm diameter bolts to NBS spec: G10 and Z20).
Stage 2 :At this stage the structural glazing system is fixed into place. Curtain walling Unitised systemat 2000mm centers spanning from Second floor to Third Floor to NBS spec : H11. DoubleGlazzed Low - Glazing. Connected to a aluminium frame which is secured to an insulated(Kingspan Ridged polystyrene insulation to manufactures specification ) timber ladder using2 10mm diameter bolts at 600mm spacings to NBS spec :G20 and Z20. ( Timber laddershorizontal timber 80x250mm. Vertical timber 80x160mm at 600mm spacings. The 2 verticaland bottom horizontal timber is fixed together and back to the scructure using an L shapedplate and 2 10mm diameter bolts to NBS spec: G10 and Z20).
Stage 3 :In this stage of construction when the bre sola , zinc cladding system and outter layer on the balcony is constructed.Rheinzinck horizontal zinc cladding system. Zinc panaels are 400x400mm.Secured to a T shaped steel plate to NBSspec : G10 which is secured to a L shaped steel plate connected to the bubble deck floor system with a 15mmdiameter bolt to NBS spec : G10 and Z20.
Stage 4 :In this stage of construction when the bre sola system and outter layer on the balcony is constructed. Breathermembraine to be taped and sealed at all joints and overlaps to NBE spec : J40. 150mm Kingspan Ridged polystyreneinsulation to manufactures specification . Then Vapour Barrior to be taped and sealed at all joints and overlaps to NBEspec : J40 . Insulation is secured in place with a 10mm sheet of Aluminium welded to an L plate to NBS spec :G10 and:H72 . The steel L plate is secured back to the Bubble deck floor system with and anchor bolt to NBS spec :G10 andZ20 . The bre sola is a steel plate is secured through the timber cill to a timber sole plate with 4 10mm diameter bolts toNBS spec:G10 . Sole plate is fixed back to the Bubble Deck floor system using a anchor bolt to NBS spec : Z20.
Stage 5 :In this stage of construction when the bre sola system and outter layer on the balcony is constructed. Breathermembraine to be taped and sealed at all joints and overlaps to NBE spec : J40. 150mm Kingspan Ridged polystyreneinsulation to manufactures specification . Then Vapour Barrior to be taped and sealed at all joints and overlaps to NBEspec : J40 . Insulation is secured in place with a 10mm sheet of Aluminium welded to an L plate to NBS spec :G10 and:H72 . The steel L plate is secured back to the Bubble deck floor system with and anchor bolt to NBS spec :G10 andZ20 . The bre sola is a steel plate is secured through the timber cill to a timber sole plate with 4 10mm diameter bolts toNBS spec:G10 . Sole plate is fixed back to the Bubble Deck floor system using a anchor bolt to NBS spec : Z20.
Stage 6 :At this stage of construction the floor finishes and wall finishes are fixed into place. 30mmhardwood floor finish to NBS spec : M42 . On 50mm screed on . On 300mm Bubble Deck floorsystem to NBS spec : E05. Then a 300mm service gap with 15x400x400mm suspened panelswhich are secured back to the Bubble deck floor to NBS spec : 45K .
Stage 7 :Finished detail.
A-FP04-Third Floor
17400
437
300
300
Structural Reinforcedconcrete column300x300mm to NBSspec : B50. At 6.4Mcenters spanningSecond floor to ThirdFloor.
Ventilation Gap.
Curtain walling Unitised system at 2000mm centers spanningfrom Ground floor to Second Floor to NBS spec : H11.Double Glazzed Low - Glazing. Connected to a aluminiumframe which is secured to an insulated (Kingspan Ridgedpolystyrene insulation to manufactures specification) timberladder using 2 10mm diameter bolts at 600mm spacings toNBS spec :G20 and Z20. ( Timber ladders horizontal timber80x250mm. Vertical timber 80x160mm at 600mm spacings.)
Insect mesh fixed back to structure and to RheinzinkHorizontal cladding system with 5mm diameter bolts at600mm centres to NBS spec : Z20.
Rheinzinck horizontal zinc cladding system. Zinc panaels are400x400mm.Secured to a T shaped steel plate to NBS spec :G10 which is secured to a L shaped steel plate connected tothe bubble deck floor system with a 15mm diameter bolt toNBS spec : G10 and Z20.
Bre Soila Connection :A steel plate is secured through the timber cill to a timbersole plate with 4 10mm diameter bolts to NBS spec:G10 andZ20 . Sole plate is fixed back to the Bubble Deck floorsystem using a anchor bolt to NBS spec : Z20.
Breather membraine to be taped and sealed at all jointsand overlaps to NBE spec : J40. 150mm Kingspan Ridgedpolystyrene insulation to manufactures specification .Then Vapour Barrior to be taped and sealed at all jointsand overlaps to NBE spec : J40 . Insulation is secured inplace with a 10mm sheet of Aluminium welded to an Lplate to NBS spec :G10 and :H72 . The steel L plate issecured back to the Bubble deck floor system to NBSspec :G10 .
Note:The zinc is sloped at 1:60towards the channel drain200x200mm. The channel drainis sloped to one side of the zincroof with a fall of 1;60. To NBSspec : R10.
Zinc Roof Construction :Rheinzink angled standing seam covering to NBS spec :H74.On a ventilation material 10mm. On Bitumancoating. On wood sheating 25mm. Fixed to 50x50mmBattons at 600mm cenetrs with 10mm diameter bolts toNBS spec : Z20. On Breather membraine to be tapedand sealed at all joints and overlaps to NBE spec : J40 .On 200x150mm timber rafters at 1200mm centers .Fixed back to the structure using 10mm diameter boltsto NBS spec : Z20 .200mm Kingspan Ridgedpolystyrene insulation is fitted inbetween the rafters tomanufactures specification . On Vapour Barrior to betaped and sealed at all joints and overlaps to NBE spec: J40 . On 300mm Bubble Deck floor system to NBSspec : E05.
400
300
150
85
550
250
100
200
100
151
150
98
50
5046
151
100
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Project number
3RD YEAR ARCHITECTURAL TECHNOLOGY,DUBLIN SCHOOL OF ARCHITECTURE
MARKET PLACE AND OFFICE BUILDING,1-3 EAST ROAD,DUBLIN 3.
Patrick Dunne C12370316
Notes
29/0
4/20
15 1
4:33
:23
ConstructionDetail Third Floor
1 to 5Project 5
Building C Sports Facility
Group C
12-02-15
Author
Checker
129
Key Section
Key section
1 : 10Deatil Third Floor section 1 to 10
Material
Description
Shape/Size
Density
Weight
Strenght ( Resistant to surface Damage )UV Performance
Fire Rating
Electrical Conductivity
R-Value
Permeable
Water Absorption
Acoustic Performance
Zinc Glass/Glazing Plaster Insulation Reinforced Concrete Vapour Barriour Breather Membraine Timber Battons Steel Concrete Screed
Flashing / CladdingVaries
7.140
7.140kg/m3
Medium resistance
High
High non-combustable
High
Per 20mm: 0.0003w/m2k
Non-permeableNon-absorbant
Low
Per 20mm: 0.0076w/m2k
Non-permeableNon-absorbant
Low
Double Glazed Low-E Glass8/10mm thick sheets
2800
2.800kg/m3
Low resistance / Fragile
Treated High
Class 1
Low
Per 20mm: 0.066w/m2k
permeableMedium absorbant
Medium
12.5mm thick sheets
1000
1.000kg/m3
Low/Medium resistance
Un-exposed
30 minutes per sheet
Low
Plasterboard sheets + skim
Per 20mm: 0.53w/m2k
Impermeable water resistantVery absorbant
High
Varies
38.9
38.925kg/m3
Low resistance
Un-exposed
High
Low
Kingspan Rigid Polistyrene
Per 20mm: 0.008w/m2k
Low absorbant
High
Width and Lenght varie
2400
2.400kg/m3
Very high resistance
Un-exposed
High non- combustable
Low
Cast in-situ concrete
Low permeable
Per 20mm: *w/m2k
Water resistant
*
Roll at 1.5mx20m
*
*
5n/mm2
Un-exposed
Low
Low
Intello plus vapour
Impermeable
Per 20mm: *w/m2k
Water resistant
*
Roll at 1.5mx50m
*
*
Low resistance
Un-exposed
Low
Low
Pro clima solitex B.M
Medium permeable
Per 20mm: *w/m2k
Medium absorbtion
Low
50mmx50mmxL
*
*
Medium resistance
Un-exposed
Low
Low
Rough sawn C16 soft wood
Medium permeable
Per 20mm: 0.008w/m2k
Low absorbant
High
50/75mm thick
2400
2.400kg/m3
Very high resistance
Un-exposed
High non- combustable
Low
Lightweight flowing screed
Low permeable
Per 20mm: 0.00125w/m2k
non-absorbant
High
7690
7.690kg/m3
Very high resistance
Un-exposed
Medium resistance
High
Stainless steel components
Impermeable
varies
Stage 1 Stage 2
Stage 3 Stage 4 Stage 5Stage 6
Stage 1 :This is the first stage of construction the main structural elements are in place (structural 300x300mm concrete columns and floor slab) . Then the timber ladder andglazing system is is fixed into place. Curtain walling Unitised system at 2000mmcenters spanning from Ground floor to Second Floor to NBS spec : H11. DoubleGlazzed Low - Glazing. Connected to a aluminium frame which is secured to aninsulated (Kingspan Ridged polystyrene insulation to manufactures specification)timber ladder using 2 10mm diameter bolts at 600mm spacings to NBS spec :G20and Z20. ( Timber ladders horizontal timber 80x250mm. Vertical timber 80x160mm at600mm spacings.)
Stage 2 :At this stage the outer layer of the balcony and zinc roof is fixed into place. Balcony build up is Breather membraine to be tapedand sealed at all joints and overlaps to NBE spec : J40. 150mm Kingspan Ridged polystyrene insulation to manufacturesspecification . Then Vapour Barrior to be taped and sealed at all joints and overlaps to NBE spec : J40 . Insulation is secured inplace with a 10mm sheet of Aluminium welded to an L plate to NBS spec :G10 and :H72 . The steel L plate is secured back to theBubble deck floor system to NBS spec :G10 . Zic roof build up is Breather membraine to be taped and sealed at all joints andoverlaps to NBE spec : J40 . On 200x150mm timber rafters at 1200mm centers . Fixed back to the structure using 10mmdiameter bolts to NBS spec : Z20 .200mm Kingspan Ridged polystyrene insulation is fitted inbetween the rafters to manufacturesspecification . On Vapour Barrior to be taped and sealed at all joints and overlaps to NBE spec : J40 . On 300mm Bubble Deckfloor system to NBS spec : E05.
Stage 3 :In this stage of construction when the bre sola , zinc cladding system and outter layer on the zinc roof isconstructed. Rheinzinck horizontal zinc cladding system. Zinc panaels are 400x400mm.Secured to a Tshaped steel plate to NBS spec : G10 which is secured to a L shaped steel plate connected to the bubbledeck floor system with a 15mm diameter bolt to NBS spec : G10 and Z20.The bre sola is conected to asteel plate which is secured through the zinc cladding to a timber sole plate with 4 10mm diameter boltsto NBS spec:G10 . Sole plate is fixed back to the Bubble Deck floor system using a anchor bolt to NBSspec : Z20. Zinc roof build upis wood sheating 25mm. Fixed to 50x50mm Battons at 600mm cenetrs with10mm diameter bolts to NBS spec : Z20.
Stage 4 :In this stage of construction when the the rest of the zinc ladding is fixed into place along with the zinc roof. Roofbuild up Rheinzink angled standing seam covering to NBS spec : H74.On a ventilation material 10mm. On Bitumancoating.
Stage 6 :At this stage of construction the floor finishes and suspened ceiling is fixed into place. A 300mmservice gap with 15x400x400mm suspened panels which are secured back to the Bubble deckfloor to NBS spec : 45K .
Stage 6 :Finished detail.
A-FP04-Third Floor
17400
A
Terrace Parapet
18700
1300
1290
300
Terrace Area
Structural Reinforcedconcrete column300x300mm to NBSspec : B50. At 6.4Mcenters spanningSecond floor to ThirdFloor.
Note:The Terrace area is drained to achannel drain 200x200mm with afall of 1:60. To NBS spec : R10.
Note:The zinc is sloped at 1:60towards the channel drain200x200mm. The channel drainis sloped to one side of the zincroof with a fall of 1;60. To NBSspec : R10.
Zinc Roof Construction :Rheinzink angled standing seam covering to NBS spec : H74.On a ventilation material 10mm. OnBituman coating. On wood sheating 25mm. Fixed to 80x50mm Battons at 600mm cenetrs with10mm diameter bolts to NBS spec : Z20. On Breather membraine to be taped and sealed at alljoints and overlaps to NBE spec : J40 . On 200x150mm timber rafters at 1200mm centers .Fixed back to the structure using 10mm diameter bolts to NBS spec : Z20 .200mm KingspanRidged polystyrene insulation is fitted inbetween the rafters to manufactures specification . OnVapour Barrior to be taped and sealed at all joints and overlaps to NBE spec : J40 . On 300mmBubble Deck floor system to NBS spec : E05.Then a 300mm service gap with 15x400x400mmsuspened panels which are secured back to the Bubble deck floor to NBS spec : 45K .
Note:The cill capping is slid intoplace and held in place with afixing that is carved into theconcrete cill to NBS spec : Z20.
Wall construction :(From Terrace to main structure)24mm vertical timcer claddng to NBS spec : H21 fixed to horiztal 50x50mm battons at 600mm centers with 10mm bolts toNBS spec :Z20. On Breather Membraine to be taped and sealed at all joints and overlaps to NBE spec : J40 . On verticaltimber studs 200x120mm at 1200mm centers fixed back to concerte structure with 10mm diameter bolts to NBS spec : Z20 .200mm Kingspan Ridged polystyrene insulation is fitted inbetween the rafters to manufactures specification. On VapourBarrior to be taped and sealed at all joints and overlaps to NBE spec : J40 . On main 250mm reinforced concrete structure toNBS spec : E05 .(From Stone cladding to main structure)50mm stone cladding panel secured with an L shaped braket at the top and bottom of the panel. The L shaped steel bracket isfixed back to the main struture with a 10mm diameter bolt to NBS spec : G10, M40 and Z20 . 40mm air Gap . Then BreatherMembraine to be taped and sealed at all joints and overlaps to NBE spec : J40 . Then vertical timber studs 200x120mm at1200mm centers fixed back to concerte structure with 10mm diameter bolts to NBS spec : Z20 . 200mm Kingspan Ridgedpolystyrene insulation is fitted inbetween the rafters to manufactures specification. On Vapour Barrior to be taped and sealedat all joints and overlaps to NBE spec : J40 . On main 250mm reinforced concrete structure to NBS spec : E05 .
Terrac Floor Build Up :25mm Timber floor to NBS spec: H21 fixed to 50x50mm battonsto NBS spec : Z20. On BreatherMembraine to be taped andsealed at all joints and overlapsto NBE spec : J40 . On timberstuds 200x120mm at 1200mmcenters fixed back to concertestructure with 10mm diameterbolts to NBS spec : Z20 .200mm Kingspan Ridgedpolystyrene insulation is fittedinbetween the rafters tomanufactures specification. OnVapour Barrior to be taped andsealed at all joints and overlapsto NBE spec : J40 . On 50mm ofscreed. On main 250mmreinforced concrete structure toNBS spec : E05 .
200x60mm Sole plate forleveling the parapet.
300
5015
080
15
400
300
200
439
60
800
64
38
95
200
200
413 291
80
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Project number
3RD YEAR ARCHITECTURAL TECHNOLOGY,DUBLIN SCHOOL OF ARCHITECTURE
MARKET PLACE AND OFFICE BUILDING,1-3 EAST ROAD,DUBLIN 3.
Patrick Dunne C12370316
Notes
29/0
4/20
15 1
4:34
:12
ConstructionDetail Terrace
Area 1 to 5Project 5
Building C Sports Facility
Group C
12-02-15
Author
Checker
132
Key Section
Key section
1 : 10Detail Terrace Floor section 1 to 10
Material
Description
Shape/Size
Density
Weight
Strenght ( Resistant to surface Damage )UV Performance
Fire Rating
Electrical Conductivity
R-Value
Permeable
Water Absorption
Acoustic Performance
Zinc Glass/Glazing Plaster Insulation Reinforced Concrete Vapour Barriour Breather Membraine Timber Battons Steel Concrete Screed
Flashing / CladdingVaries
7.140
7.140kg/m3
Medium resistance
High
High non-combustable
High
Per 20mm: 0.0003w/m2k
Non-permeableNon-absorbant
Low
Per 20mm: 0.0076w/m2k
Non-permeableNon-absorbant
Low
Double Glazed Low-E Glass8/10mm thick sheets
2800
2.800kg/m3
Low resistance / Fragile
Treated High
Class 1
Low
Per 20mm: 0.066w/m2k
permeableMedium absorbant
Medium
12.5mm thick sheets
1000
1.000kg/m3
Low/Medium resistance
Un-exposed
30 minutes per sheet
Low
Plasterboard sheets + skim
Per 20mm: 0.53w/m2k
Impermeable water resistantVery absorbant
High
Varies
38.9
38.925kg/m3
Low resistance
Un-exposed
High
Low
Kingspan Rigid Polistyrene
Per 20mm: 0.008w/m2k
Low absorbant
High
Width and Lenght varie
2400
2.400kg/m3
Very high resistance
Un-exposed
High non- combustable
Low
Cast in-situ concrete
Low permeable
Per 20mm: *w/m2k
Water resistant
*
Roll at 1.5mx20m
*
*
5n/mm2
Un-exposed
Low
Low
Intello plus vapour
Impermeable
Per 20mm: *w/m2k
Water resistant
*
Roll at 1.5mx50m
*
*
Low resistance
Un-exposed
Low
Low
Pro clima solitex B.M
Medium permeable
Per 20mm: *w/m2k
Medium absorbtion
Low
50mmx50mmxL
*
*
Medium resistance
Un-exposed
Low
Low
Rough sawn C16 soft wood
Medium permeable
Per 20mm: 0.008w/m2k
Low absorbant
High
50/75mm thick
2400
2.400kg/m3
Very high resistance
Un-exposed
High non- combustable
Low
Lightweight flowing screed
Low permeable
Per 20mm: 0.00125w/m2k
non-absorbant
High
7690
7.690kg/m3
Very high resistance
Un-exposed
Medium resistance
High
Stainless steel components
Impermeable
varies
Stage 1 Stage 2
Stage 3 Stage 4 Stage 5Stage 6
Stage 1 :This is the first stage of construction the main structural elements are in place (structural 300x300mm concrete columns and floor slab) . Then the 200mm thinkreinforced concrete parapet wall is placed on top on timber sole plate 60x200mm.
Stage 2 :At this stage the inner layer of the zinc roof is fixed into place.Breather membraine to be taped and sealed at all joints and overlapsto NBE spec : J40 . On 200x150mm timber rafters at 1200mm centers . Fixed back to the structure using 10mm diameter bolts toNBS spec : Z20 .200mm Kingspan Ridged polystyrene insulation is fitted inbetween the rafters to manufactures specification . OnVapour Barrior to be taped and sealed at all joints and overlaps to NBE spec : J40 . On 300mm Bubble Deck floor system to NBSspec : E05.Then a 300mm service gap with 15x400x400mm suspened panels which are secured back to the Bubble deck floor toNBS spec : 45K .
Stage 3 :In this stage of construction the outer layer of the parapet wall and the stone cladding system is constructed. 50mmstone cladding panel secured with an L shaped braket at the top and bottom of the panel. The L shaped steel bracketis fixed back to the main struture with a 10mm diameter bolt to NBS spec : G10, M40 and Z20 . 40mm air Gap . ThenBreather Membraine to be taped and sealed at all joints and overlaps to NBE spec : J40 . Then vertical timber studs200x120mm at 1200mm centers fixed back to concerte structure with 10mm diameter bolts to NBS spec : Z20 .200mm Kingspan Ridged polystyrene insulation is fitted inbetween the rafters to manufactures specification. OnVapour Barrior to be taped and sealed at all joints and overlaps to NBE spec : J40 . On main 250mm reinforcedconcrete structure to NBS spec : E05 .
Stage 4 :In this stage of construction the the rest of the zinc roof is fixed into place along with the structure of the terracefloor and wall.Parapet wall is breather Membraine to be taped and sealed at all joints and overlaps to NBE spec :J40 . On vertical timber studs 200x120mm at 1200mm centers fixed back to concerte structure with 10mmdiameter bolts to NBS spec : Z20 . 200mm Kingspan Ridged polystyrene insulation is fitted inbetween the raftersto manufactures specification. On Vapour Barrior to be taped and sealed at all joints and overlaps to NBE spec :J40 . On main 250mm reinforced concrete structure to NBS spec : E05 Terrace floor build up is BreatherMembraine to be taped and sealed at all joints and overlaps to NBE spec : J40 . On timber studs 200x120mm at1200mm centers fixed back to concerte structure with 10mm diameter bolts to NBS spec : Z20 . 200mmKingspan Ridged polystyrene insulation is fitted inbetween the rafters to manufactures specification. On VapourBarrior to be taped and sealed at all joints and overlaps to NBE spec : J40 . On 50mm of screed. On main250mm reinforced concrete structure to NBS spec : E05 .
Stage 6 :At this stage of construction the floor finishes and wall finsed are fixed into place along with the zinclayer on the flat roof. Also the suspened ceiling is fixed. A 300mm service gap with 15x400x400mmsuspened panels which are secured back to the Bubble deck floor to NBS spec : 45K . Wall finish24mm vertical timcer claddng to NBS spec : H21 fixed to horiztal 50x50mm battons at 600mmcenters with 10mm bolts to NBS spec :Z20.
Stage 6 :Finished detail.
