13 aldridge road - myportfolio.solent.ac.uk
TRANSCRIPT
A
1
3
4 5 6
1
3
4 5 6
B
C
E
A
B
C
E
D D
2
2
1 :Substructure Plan
10501
50
Beam & Blockto S.Eng Design
Beam
& Bl
ock
to S.
Eng D
esign
+25.000 +24.500
+25.000 +24.500+25.870
+25.170
OUTLINE SPECIFICATION (to be read in accordance with general construction notes)
E1 CONCRETE FOUNDATIONS AND FLOORSFoundations: Mass concrete trench fill to S.Eng design.Ground Floor Structure: Proprietary beam and block floor to specialist design.Note: U-Value to achieve at least 0.13 W/m²k.
F1 MASONRY WALLINGSubstructure: 7N Thermal/concrete aggregate blockwork as per drawings; 3 courses ofengineering/frost resistant brick outer skin below DPC or wherever outer skin is exposed abovefinished ground levels.External Walls: 300mm cavity wall made up of 100mm 7Nthermal blockwork inner leaf, 100m cavitypartially filled with 50mm PIR partial fill insulation boards and 102.5mm facing brick outer leaf.Internal Walls: 100mm wall made up of 100 7N thermal/concrete blockwork.Note: U-Value to achieve at least 0.18 W/m²k.
G1 STRUCTURAL STEELWORKIn strict accordance with Structural Engineer's design and detail.
Q1 HARD LANDSCAPINGHard landscaping: Client/Contractor to confirm
R1 ABOVE AND BELOW GROUND DRAINAGERainwater Goods: Lindab galvanised rainwater system. Colour: Client to confirmInternal Above Ground Drainage: To suit final layout.Below Ground Drainage: To suit final layout.
TONY HOLT DESIGN.Bespoke Property Designer
Bournemouth:
Website:Email:
01202 [email protected]
project name
rev
dwg sheet
dwg no
dwg name
DISCUSSION13 Aldridge RoadProposed Substructure Plan105A1@ 1:50## - 10.08.2016
PRELIMINARY
IMPORTANT NOTEAll dimensions in millimeters . Where dimensions are not given, drawings must not be scaled. In theevent of any detail or dimensional conflict between drawings and site conditions, the matter must bereferred back to the author for clarification. All dimensions and conditions are to be checked on site bythe contractor prior to commencing any work. The contractor is responsible for checking that there isno conflict between site dimensions and figured dimensions. Drawings to be read in conjunction withStructural Engineer's, Mechanical and Electrical Engineer's, Specialist Manufacturer's andSub-contractor's drawings and specification.
Substructure Walls: 300mm cavity wall made up of 100mm7N thermal blockwork inner leaf, and 100mm clear cavity, and100 7N concrete blockwork outer leat. Over the trench fill.
Key
Sub floor ventilation system made up with a ventilationconduct, airbrick or telescopic conductsub floor
vent
Infill existingopening and makegood.
Infill existingopening and makegood.
Ensure continuous cavities where newexternal walls meet with existing
modify existing openingand make good.
modify existing openingand make good.
modify existing openingand make good.
modify existing openingand make good.
modify existing openingand make good.
Flat Roof Joiststo S.Eng Design
Existing FloorJoists TBC
Existing FloorJoists TBC
Beam
Ove
r to S
.Eng D
esign
Exist
ing Fl
oor
Joist
s TBC
Existing FloorJoists TBC
Floor
Joist
sto
S.En
g Des
ign
Exist
ing Fl
oor
Joist
s TBC
Exist
ing Fl
oor
Joist
s TBC
Beam Over to S.Eng Design
Existing Beam to be Replaced
Exist
ing Fl
oor
Joist
s TBC
Exist
ing op
ening
to be
unch
ange
dEx
isting
open
ing to
be un
chan
ged
P.S
modify existing openingand make good.
P.S
living
boots/utility
snug
librarykitchen
showergames
garage
dining
Ensure continuous cavities where newexternal walls meet with existing
A
1
3
4 5 6
1
3
4 5 6
B
C
E
A
B
C
E
D D
2
2
1 :Ground Floor Plan
10601
50
W-8
W-7
W-5 W-4
W-1
W-9
W-2
W-3
W-6
782 3493 782
2205
5058
5512
eq 3200 eq 2078
eq eq
3646
695 995
675
343
1920
4385
1893
1471
5218
4457
1135
5775
4543
4788
300
Terrace
FFL:26960
FFL:26720
FFL:26950
TerraceFFL:26950
SD
(15l/s)
(30l/s)
(30l/s)
Terrace Structure to bedesigned by structural engineer
1.1m high guarding to edge of terrace i n accordance with approved document K. Designed by specialistsupplier and calculations provided to building control.
ExistingBeam/Downstand
ExistingBeam/Downstand
ExistingBeam/Downstand
Outline of existingconservatory
FD30SC (Check Existing)240 Step up
OUTLINE SPECIFICATION (to be read in accordance with general construction notes)
E1 CONCRETE FOUNDATIONS AND FLOORSFoundations: Mass concrete trench fill to S.Eng design.Ground Floor Structure: Proprietary beam and block floor to specialist design.Note: U-Value to achieve at least 0.13 W/m²k.
F1 MASONRY WALLINGSubstructure: 7N Thermal/concrete aggregate blockwork as per drawings; 3 courses ofengineering/frost resistant brick outer skin below DPC or wherever outer skin is exposed abovefinished ground levels.External Walls: 300mm cavity wall made up of 100mm 7Nthermal blockwork inner leaf, 100m cavitypartially filled with 50mm PIR partial fill insulation boards and 102.5mm facing brick outer leaf.Internal Walls: 100mm wall made up of 100 7N thermal/concrete blockwork.Note: U-Value to achieve at least 0.18 W/m²k.
G1 STRUCTURAL STEELWORKIn strict accordance with Structural Engineer's design and detail.
G2 STRUCTURAL TIMBER AND GENERAL CARPENTRYInternal Walls: 47x97mm internal timber studwork.Intermediate Floors: Metal web joists at 400mm c/c. In strict accordance with Specialist's/StructuralEngineer's design and detail.Terrace Floor: Metal web joists at 400mm c/c. In strict accordance with Structural Engineer's designand detail.Pitched Roof Structure: Metal web joists at 400mm c/c. In strict accordance with StructuralEngineer's design and detail.Balcony: Floors: 47x195 C24 softwood floor joists at 400mm c/c. In strict accordance with StructuralEngineer's design and detail.
K1 WOOD INTERNAL FLOORING, LININGS AND TRIMFloor Generally: Real wood engineered flooring.Skirting: MDF straight edge skirting. Dulex Trade Eggshell WhiteWindow Boards (Generally except bathrooms): Powder coated aluminium White RAL 9010Other Joinery: Full height boxing with alcoves along back wall of all bathrooms, En-suites and W.C toconceal services.
L1 WINDOWS, ROOF WINDOWS AND PATENT GLAZINGWindows: Powder coated Aluminium in accordance with BS 4873Glazed Sliding Doors: Powder coated Aluminium in accordance with BS 4873Glazed Doors: Powder coated Aluminium in accordance with BS 4873Note: U-Value to achieve at least 1.40 W/m²k.
L2 DOORS AND FRAMESInternal Doors: Howdens Linear Oak Door: DFD3970.Pocket Doors: Eclisse Single with Howdens Linear Oak Door: DFD3970.Main External Doors (Front): Urban Front.Secondary External Door (Dog Room):Note: External doors to achieve U-Value of at least 1.00 W/m²k.
L3 STAIRS AND GUARDINGMain Stair: Bespoke staircase with designed by Specialist Supplier in accordance with ApprovedDocument K.Glass Guarding: Frameless glass guarding designed by Specialist Supplier in accordance withApproved Document K.
M1 PLASTERING, RENDERING AND SCREEDINGGround Floor Screed: 75mm sand:cement screed on 150mm PIR insulation boards. Suitable forUnderfloor heating system.Internal Walls: 12.5mm Gyproc plasterboard with plaster skim finish. (Moistutre Resistant tobathrooms and en-suites).Internal Ceilings: 12.5 Gyproc plasterboard with plaster skim finish. (Moistutre Resistant tobathrooms and en-suites).Coving: Client to confirm.External Render: Proprietary synthetic acrylic render system: STO Lit 1.5mm White Render.
M4 SHEET AND TILE INTERNAL FINISHESFloors Generally: Client to confirm.Tiled walls: Client to confirm.Other: Client to confirm.
M6 PAINTING, STAINING AND VARNISHINGWalls & Ceilings Generally: Client to confirm.Bathrooms: Client to confirm.Skirting: Client to confirm.
N1 APPLIANCES AND FITTINGSKitchen: Refer to kitchen designer's plan.Bathrooms: Refer to Bathroom designer's plan.
TONY HOLT DESIGN.Bespoke Property Designer
Bournemouth:
Website:Email:
01202 [email protected]
project name
rev
dwg sheet
dwg no
dwg name
DISCUSSION13 Aldridge RoadProposed Ground Floor Plan106A1@ 1:50## - 10.08.2016
PRELIMINARY
event of any detail or dimensional conflict between drawings and site conditions, the matter must bereferred back to the author for clarification. All dimensions and conditions are to be checked on site bythe contractor prior to commencing any work. The contractor is responsible for checking that there isno conflict between site dimensions and figured dimensions. Drawings to be read in conjunction withStructural Engineer's, Mechanical and Electrical Engineer's, Specialist Manufacturer's andSub-contractor's drawings and specification.
(15l/s)
Extract fan with litres per second shown in brackets
Figure in brackets denotes width of internal door leaf
(838)
Proposed span of rafter/floor joists over, to S.Eng design &detailRafter joists
to S.Eng Design
SD- Smoke DetectorHD- Heat DetectorFAP- Fire Alarm Panel
HDSD FAP
Key
External Walls: 342.5mm cavity wall made up of 100mmthermal block inner leaf, 140mm cavity partially filled with90mm PIR partial fill insulation boards and 102.5mm facingbrick outer leaf.
Internal Walls: Ex100x50mm (95x47mm) timber stud
Ensure continuous cavities where newexternal walls meet with existing
modify existing openingand make good.
modify existing openingand make good.
modify existing openingand make good.
modify existing openingand make good.
modify existing openingand make good.
Ensure continuous cavities where newexternal walls meet with existing
Ensure continuous cavities where newexternal walls meet with existing
Ensure continuous cavities where newexternal walls meet with existing
Ensure continuous cavities where newexternal walls meet with existing
Ensure continuous cavities where newexternal walls meet with existing
Ensure continuous cavities where newexternal walls meet with existing
modify existing openingand make good.
Vaulted Ceiling
Vaulted Ceiling
Opening to be made inexisting cavity wall.
Opening to be made inexisting cavity wall.
bedroom 4 en-suitefamily
bathroom bedroom 3
gallery
en-suitestudy/
masterbedroom
linen
dr.
bedroom 2
2418
Exist
ing op
ening
to be
unch
ange
d
1 :First Floor Plan
10701
50
W-17
W-18
W-16W-19
W-15
W-12
W-10
W-13
W-14
eq 3200 eq 429 2112 1248 800 2032
eq 1920 eq
4983
788
3210
1012
995 4385 995
6375
4843
1342 32857798
5846
4545
4703
1799
5775
1164
1037
3395
2117
Bulkhead line
A
1
3
4 5 6
1
3
4 5 6
B
C
E
A
B
C
E
D D
2
2
modify existing openingand make good.
2400
SD
(15l/s)
(15l/s)
(15l/s)
New first floor cavity walls built over existingfinal wall construction to be modified to suit
'Emergency egress windows'
'Emergency egress windows''Emergency egress windows'
'Emergency egress windows'
'Emer
genc
y egr
ess w
indow
s'
1:60 Falls
1:60 Falls
1:60 Falls
W-11
Outline of existingconservatory
New first floor cavity walls built over existingfinal wall construction to be modified to suit
OUTLINE SPECIFICATION (to be read in accordance with general construction notes)
E1 CONCRETE FOUNDATIONS AND FLOORSFoundations: Mass concrete trench fill to S.Eng design.Ground Floor Structure: Proprietary beam and block floor to specialist design.Note: U-Value to achieve at least 0.13 W/m²k.
F1 MASONRY WALLINGSubstructure: 7N Thermal/concrete aggregate blockwork as per drawings; 3 courses ofengineering/frost resistant brick outer skin below DPC or wherever outer skin is exposed abovefinished ground levels.External Walls: 300mm cavity wall made up of 100mm 7Nthermal blockwork inner leaf, 100m cavitypartially filled with 50mm PIR partial fill insulation boards and 102.5mm facing brick outer leaf.Internal Walls: 100mm wall made up of 100 7N thermal/concrete blockwork.Note: U-Value to achieve at least 0.18 W/m²k.
G1 STRUCTURAL STEELWORKIn strict accordance with Structural Engineer's design and detail.
G2 STRUCTURAL TIMBER AND GENERAL CARPENTRYInternal Walls: 47x97mm internal timber studwork.Intermediate Floors: Metal web joists at 400mm c/c. In strict accordance with Specialist's/StructuralEngineer's design and detail.Terrace Floor: Metal web joists at 400mm c/c. In strict accordance with Structural Engineer's designand detail.Pitched Roof Structure: Metal web joists at 400mm c/c. In strict accordance with StructuralEngineer's design and detail.Balcony: Floors: 47x195 C24 softwood floor joists at 400mm c/c. In strict accordance with StructuralEngineer's design and detail.
H2 BOARD AND SHEET EXTERNAL CLADDING AND SOFFITSAcrylic Render: STO Lit 1.5mm White Render.Facing brick: Weinerberger - OAST RUSSET SOVEREIGN STOCK 73mmAluminium: RAL 7016.Roof fascias & soffits: White UPVC soffit and fascia system. Client to confirm.Timber cladding: Natural Cedar Cladding and Trim. Western Red Cedar 19mm x 94mm RainscreenCladding Profile. Grade 2 Clear and better.
H6 SLATE AND TILE PITCHED ROOF COVERING AND CLADDINGSlate roof covering: SIGA Natural Slate Siga 32. Laid on treated battens and couterbattens, on TLX gold2in1 insulated breather membraneRidge: code 5 lead ridge.Note: 100mm Kinspan K7 insulation between rafters.Note: U-Value to achieve at least 0.13 W/m²k.
J1 FLAT ROOF COVERINGSFlat Roof Membrane: BBA certified Sika (or similar approved) fully adhered single ply membrane laidonto compatible structural decking in accordance with manufacturer's instructions.Copings: Powder coated aluminium by specialist supplier.Note: 100mm Kinspan K7 insulation between rafters.Note: U-Value to achieve at least 0.13 W/m²k.
K1 WOOD INTERNAL FLOORING, LININGS AND TRIMFloor Generally: Real wood engineered flooring.Skirting: MDF straight edge skirting. Dulex Trade Eggshell WhiteWindow Boards (Generally except bathrooms): Powder coated aluminium White RAL 9010Other Joinery: Full height boxing with alcoves along back wall of all bathrooms, En-suites and W.C toconceal services.
L1 WINDOWS, ROOF WINDOWS AND PATENT GLAZINGWindows: Powder coated Aluminium in accordance with BS 4873Glazed Sliding Doors: Powder coated Aluminium in accordance with BS 4873Glazed Doors: Powder coated Aluminium in accordance with BS 4873Note: U-Value to achieve at least 1.40 W/m²k.
L2 DOORS AND FRAMESInternal Doors: Howdens Linear Oak Door: DFD3970.Pocket Doors: Eclisse Single with Howdens Linear Oak Door: DFD3970.Main External Doors (Front): Urban Front.Secondary External Door (Dog Room):Note: External doors to achieve U-Value of at least 1.00 W/m²k.
TONY HOLT DESIGN.Bespoke Property Designer
Bournemouth:
Website:Email:
01202 [email protected]
project name
rev
dwg sheet
dwg no
dwg name
DISCUSSION13 Aldridge RoadProposed First Floor Plan107A1@ 1:50## - 10.08.2016
PRELIMINARY
IMPORTANT NOTEAll dimensions in millimeters . Where dimensions are not given, drawings must not be scaled. In theevent of any detail or dimensional conflict between drawings and site conditions, the matter must bereferred back to the author for clarification. All dimensions and conditions are to be checked on site bythe contractor prior to commencing any work. The contractor is responsible for checking that there isno conflict between site dimensions and figured dimensions. Drawings to be read in conjunction withStructural Engineer's, Mechanical and Electrical Engineer's, Specialist Manufacturer's andSub-contractor's drawings and specification.
(15l/s)
Extract fan with litres per second shown in brackets
Figure in brackets denotes width of internal door leaf
(838)
Proposed span of rafter/floor joists over, to S.Eng design &detailRafter joists
to S.Eng Design
SD- Smoke DetectorHD- Heat DetectorFAP- Fire Alarm Panel
HDSD FAP
Key
External Walls: 342.5mm cavity wall made up of 100mmthermal block inner leaf, 140mm cavity partially filled with90mm PIR partial fill insulation boards and 102.5mm facingbrick outer leaf.
Internal Walls: Ex100x50mm (95x47mm) timber stud
RidgeRidge
Ridge
Ridge
Ridge
HipHip
Valley
Valley
Valley
Valley
A
1
3
4 5 6
3
B
C
E
A
B
C
E
D D
2
1 :Roof Plan
10801
50
F1 MASONRY WALLINGSubstructure: 7N Thermal/concrete aggregate blockwork as per drawings; 3 courses ofengineering/frost resistant brick outer skin below DPC or wherever outer skin is exposed abovefinished ground levels.External Walls: 300mm cavity wall made up of 100mm 7Nthermal blockwork inner leaf, 100m cavitypartially filled with 50mm PIR partial fill insulation boards and 102.5mm facing brick outer leaf.Internal Walls: 100mm wall made up of 100 7N thermal/concrete blockwork.Note: U-Value to achieve at least 0.18 W/m²k.
G1 STRUCTURAL STEELWORKIn strict accordance with Structural Engineer's design and detail.
G2 STRUCTURAL TIMBER AND GENERAL CARPENTRYInternal Walls: 47x97mm internal timber studwork.Intermediate Floors: Metal web joists at 400mm c/c. In strict accordance with Specialist's/StructuralEngineer's design and detail.Terrace Floor: Metal web joists at 400mm c/c. In strict accordance with Structural Engineer's designand detail.Pitched Roof Structure: Metal web joists at 400mm c/c. In strict accordance with StructuralEngineer's design and detail.Balcony: Floors: 47x195 C24 softwood floor joists at 400mm c/c. In strict accordance with StructuralEngineer's design and detail.
H2 BOARD AND SHEET EXTERNAL CLADDING AND SOFFITSAcrylic Render: STO Lit 1.5mm White Render.Facing brick: Weinerberger - OAST RUSSET SOVEREIGN STOCK 73mmAluminium: RAL 7016.Roof fascias & soffits: White UPVC soffit and fascia system. Client to confirm.Timber cladding: Natural Cedar Cladding and Trim. Western Red Cedar 19mm x 94mm RainscreenCladding Profile. Grade 2 Clear and better.
H6 SLATE AND TILE PITCHED ROOF COVERING AND CLADDINGSlate roof covering: SIGA Natural Slate Siga 32. Laid on treated battens and couterbattens, on TLX gold2in1 insulated breather membraneRidge: code 5 lead ridge.Note: 100mm Kinspan K7 insulation between rafters.Note: U-Value to achieve at least 0.13 W/m²k.
J1 FLAT ROOF COVERINGSFlat Roof Membrane: BBA certified Sika (or similar approved) fully adhered single ply membrane laidonto compatible structural decking in accordance with manufacturer's instructions.Copings: Powder coated aluminium by specialist supplier.Note: 100mm Kinspan K7 insulation between rafters.Note: U-Value to achieve at least 0.13 W/m²k.
OUTLINE SPECIFICATION (to be read in accordance with general construction notes)
TONY HOLT DESIGN.Bespoke Property Designer
Bournemouth:
Website:Email:
01202 [email protected]
project name
rev
dwg sheet
dwg no
dwg name
DISCUSSION13 Aldridge RoadProposed Roof Plan108A1@ 1:50## - 10.08.2016
PRELIMINARY
IMPORTANT NOTEAll dimensions in millimeters . Where dimensions are not given, drawings must not be scaled. In theevent of any detail or dimensional conflict between drawings and site conditions, the matter must bereferred back to the author for clarification. All dimensions and conditions are to be checked on site bythe contractor prior to commencing any work. The contractor is responsible for checking that there isno conflict between site dimensions and figured dimensions. Drawings to be read in conjunction withStructural Engineer's, Mechanical and Electrical Engineer's, Specialist Manufacturer's andSub-contractor's drawings and specification.
'e'
W-15
W-2 W-3
W-13
W-12
W-11
W-9
W-10
'e' 'e'
W-1
Natural SlateTilling
TBC
Timber CladdingColour & Style TBC
Acrylic RenderColour TBC
Timber CladdingColour & Style TBC
Acrylic RenderColour TBC
Acrylic RenderColour TBC
Plinth TBC Plinth TBCExisting opening tobe modified to suit
Existing opening tobe modified to suit
Existing opening tobe modified to suit
Existing opening tobe modified to suit
Code 5 Lead ridge.
FFL2.790
groundlevel
Varies
U/S of wallplate5.325
FFL0.000
1100
1 :East Elevation
11001
50
W-16
'e'
W-17
W-8W-4 W-5
'e'
W-19
W-18
'e'
W-7
Acrylic RenderColour TBC
Acrylic RenderColour TBC
Acrylic RenderColour TBC
Timber CladdingColour & Style TBC
Timber CladdingColour & Style TBC
Natural SlateTilling
TBC
Natural SlateTilling
TBC
Existing opening tobe modified to suit
W-18/A
Acrylic RenderColour TBC
Acrylic RenderColour TBC
1.1m high guarding to edge of terrace in accordance with approved document K. Designed by specialistsupplier and calculations provided to building control.
Powder Coated beam encasement
Powder Coated beam encasement
Powder Coated beam encasement
Timber CladdingColour & Style TBC
FFL2.790
groundlevel
Varies
U/S of wallplate5.325
FFL0.000
1100
Code 5 Lead ridge.
Terrace Structure to S. Eng's design
1 :West Elevation
11002
50
OUTLINE SPECIFICATION (to be read in accordance with general construction notes)F1 MASONRY WALLINGSubstructure: 7N Thermal/concrete aggregate blockwork as per drawings; 3 courses ofengineering/frost resistant brick outer skin below DPC or wherever outer skin is exposed abovefinished ground levels.External Walls: 300mm cavity wall made up of 100mm 7Nthermal blockwork inner leaf, 100m cavitypartially filled with 50mm PIR partial fill insulation boards and 102.5mm facing brick outer leaf.Internal Walls: 100mm wall made up of 100 7N thermal/concrete blockwork.Note: U-Value to achieve at least 0.18 W/m²k.
L1 WINDOWS, ROOF WINDOWS AND PATENT GLAZINGWindows: Powder coated Aluminium in accordance with BS 4873Glazed Sliding Doors: Powder coated Aluminium in accordance with BS 4873Glazed Doors: Powder coated Aluminium in accordance with BS 4873Note: U-Value to achieve at least 1.40 W/m²k.
L2 DOORS AND FRAMESInternal Doors: Howdens Linear Oak Door: DFD3970.Pocket Doors: Eclisse Single with Howdens Linear Oak Door: DFD3970.Main External Doors (Front): Urban Front.Secondary External Door (Dog Room):Note: External doors to achieve U-Value of at least 1.00 W/m²k.
L3 STAIRS AND GUARDINGMain Stair: Bespoke staircase with designed by Specialist Supplier in accordance with ApprovedDocument K.Glass Guarding: Frameless glass guarding designed by Specialist Supplier in accordance withApproved Document K.
M1 PLASTERING, RENDERING AND SCREEDINGGround Floor Screed: 75mm sand:cement screed on 150mm PIR insulation boards. Suitable forUnderfloor heating system.Internal Walls: 12.5mm Gyproc plasterboard with plaster skim finish. (Moistutre Resistant tobathrooms and en-suites).Internal Ceilings: 12.5 Gyproc plasterboard with plaster skim finish. (Moistutre Resistant tobathrooms and en-suites).Coving: Client to confirm.External Render: Proprietary synthetic acrylic render system: STO Lit 1.5mm White Render.
G2 STRUCTURAL TIMBER AND GENERAL CARPENTRYInternal Walls: 47x97mm internal timber studwork.Intermediate Floors: Metal web joists at 400mm c/c. In strict accordance with Specialist's/StructuralEngineer's design and detail.Terrace Floor: Metal web joists at 400mm c/c. In strict accordance with Structural Engineer's designand detail.Pitched Roof Structure: Metal web joists at 400mm c/c. In strict accordance with StructuralEngineer's design and detail.Balcony: Floors: 47x195 C24 softwood floor joists at 400mm c/c. In strict accordance with StructuralEngineer's design and detail.
H2 BOARD AND SHEET EXTERNAL CLADDING AND SOFFITSAcrylic Render: STO Lit 1.5mm White Render.Facing brick: Weinerberger - OAST RUSSET SOVEREIGN STOCK 73mmAluminium: RAL 7016.Roof fascias & soffits: White UPVC soffit and fascia system. Client to confirm.Timber cladding: Natural Cedar Cladding and Trim. Western Red Cedar 19mm x 94mm RainscreenCladding Profile. Grade 2 Clear and better.
H6 SLATE AND TILE PITCHED ROOF COVERING AND CLADDINGSlate roof covering: SIGA Natural Slate Siga 32. Laid on treated battens and couterbattens, on TLX gold2in1 insulated breather membraneRidge: code 5 lead ridge.Note: 100mm Kinspan K7 insulation between rafters.Note: U-Value to achieve at least 0.13 W/m²k.
J1 FLAT ROOF COVERINGSFlat Roof Membrane: BBA certified Sika (or similar approved) fully adhered single ply membrane laidonto compatible structural decking in accordance with manufacturer's instructions.Copings: Powder coated aluminium by specialist supplier.Note: 100mm Kinspan K7 insulation between rafters.Note: U-Value to achieve at least 0.13 W/m²k.
Q1 HARD LANDSCAPINGHard landscaping: Client/Contractor to confirm
R1 ABOVE AND BELOW GROUND DRAINAGERainwater Goods: Lindab galvanised rainwater system. Colour: Client to confirmInternal Above Ground Drainage: To suit final layout.Below Ground Drainage: To suit final layout.
TONY HOLT DESIGN.Bespoke Property Designer
Bournemouth:
Website:Email:
01202 [email protected]
project name
rev
dwg sheet
dwg no
dwg name
DISCUSSION13 Aldridge RoadProposed East & West Elevations110A1@ 1:50## - 10.08.2016
PRELIMINARY
event of any detail or dimensional conflict between drawings and site conditions, the matter must bereferred back to the author for clarification. All dimensions and conditions are to be checked on site bythe contractor prior to commencing any work. The contractor is responsible for checking that there isno conflict between site dimensions and figured dimensions. Drawings to be read in conjunction withStructural Engineer's, Mechanical and Electrical Engineer's, Specialist Manufacturer's andSub-contractor's drawings and specification.
Timber cladding finished wall, colour and style TBC
TimberCladding
Acrylic render, colour TBC
AcrylicRender
Natural slate tilling, colour and style TBC
Natural SlateTilling
Powder coated aluminium cladding/beam encasement
Aluminium
Frameless glass guarding designed and installed bySpecialist SubcontractorGlass
Key
Openable window. Arrow points to handle
W-10
"e""e"
Direction of sliding window/door openingEmergencies egress window openable to escapeUnit to be safety glass
'e'
W-14Acrylic Render
Colour TBC
Acrylic RenderColour TBC
Acrylic RenderColour TBC
Timber CladdingColour & Style TBC
Timber CladdingColour & Style TBC
Natural SlateTilling
TBCNatural Slate
TillingTBC
Natural SlateTilling
TBC
Plinth TBC Plinth TBC
Code 5 Lead ridge.
FFL2.790
groundlevel
Varies
U/S of wallplate5.325
FFL0.000
1100
1.1m high guarding to edge of terrace in accordance with approved document K. Designed by specialistsupplier and calculations provided to building control.
Terrace Structure to S. Eng's design
1 :South Elevation
11101
50
Existi
ng W
indow
To Rem
ain
Existin
g Window To Remain
W-6
Existin
g Window To Remain
Acrylic RenderColour TBC
Acrylic RenderColour TBC
Acrylic RenderColour TBC
Timber CladdingColour & Style TBC
Natural SlateTilling
TBC
Natural SlateTilling
TBC
Plinth TBC Plinth TBC
Code 5 Lead ridge.
FFL2.790
groundlevel
Varies
U/S of wallplate5.325
FFL0.000
1100
1.1m high guarding to edge of terrace in accordance with approved document K. Designed by specialistsupplier and calculations provided to building control.
Terrace Structure to S. Eng's design
1 :North Elevation
11102
50
OUTLINE SPECIFICATION (to be read in accordance with general construction notes)F1 MASONRY WALLINGSubstructure: 7N Thermal/concrete aggregate blockwork as per drawings; 3 courses ofengineering/frost resistant brick outer skin below DPC or wherever outer skin is exposed abovefinished ground levels.External Walls: 300mm cavity wall made up of 100mm 7Nthermal blockwork inner leaf, 100m cavitypartially filled with 50mm PIR partial fill insulation boards and 102.5mm facing brick outer leaf.Internal Walls: 100mm wall made up of 100 7N thermal/concrete blockwork.Note: U-Value to achieve at least 0.18 W/m²k.
L1 WINDOWS, ROOF WINDOWS AND PATENT GLAZINGWindows: Powder coated Aluminium in accordance with BS 4873Glazed Sliding Doors: Powder coated Aluminium in accordance with BS 4873Glazed Doors: Powder coated Aluminium in accordance with BS 4873Note: U-Value to achieve at least 1.40 W/m²k.
L2 DOORS AND FRAMESInternal Doors: Howdens Linear Oak Door: DFD3970.Pocket Doors: Eclisse Single with Howdens Linear Oak Door: DFD3970.Main External Doors (Front): Urban Front.Secondary External Door (Dog Room):Note: External doors to achieve U-Value of at least 1.00 W/m²k.
L3 STAIRS AND GUARDINGMain Stair: Bespoke staircase with designed by Specialist Supplier in accordance with ApprovedDocument K.Glass Guarding: Frameless glass guarding designed by Specialist Supplier in accordance withApproved Document K.
M1 PLASTERING, RENDERING AND SCREEDINGGround Floor Screed: 75mm sand:cement screed on 150mm PIR insulation boards. Suitable forUnderfloor heating system.Internal Walls: 12.5mm Gyproc plasterboard with plaster skim finish. (Moistutre Resistant tobathrooms and en-suites).Internal Ceilings: 12.5 Gyproc plasterboard with plaster skim finish. (Moistutre Resistant tobathrooms and en-suites).Coving: Client to confirm.External Render: Proprietary synthetic acrylic render system: STO Lit 1.5mm White Render.
G2 STRUCTURAL TIMBER AND GENERAL CARPENTRYInternal Walls: 47x97mm internal timber studwork.Intermediate Floors: Metal web joists at 400mm c/c. In strict accordance with Specialist's/StructuralEngineer's design and detail.Terrace Floor: Metal web joists at 400mm c/c. In strict accordance with Structural Engineer's designand detail.Pitched Roof Structure: Metal web joists at 400mm c/c. In strict accordance with StructuralEngineer's design and detail.Balcony: Floors: 47x195 C24 softwood floor joists at 400mm c/c. In strict accordance with StructuralEngineer's design and detail.
H2 BOARD AND SHEET EXTERNAL CLADDING AND SOFFITSAcrylic Render: STO Lit 1.5mm White Render.Facing brick: Weinerberger - OAST RUSSET SOVEREIGN STOCK 73mmAluminium: RAL 7016.Roof fascias & soffits: White UPVC soffit and fascia system. Client to confirm.
TONY HOLT DESIGN.Bespoke Property Designer
Bournemouth:
Website:Email:
01202 [email protected]
project name
rev
dwg sheet
dwg no
dwg name
DISCUSSION13 Aldridge RoadProposed North & South Elevations111A1@ 1:50## - 10.08.2016
PRELIMINARY
IMPORTANT NOTEAll dimensions in millimeters . Where dimensions are not given, drawings must not be scaled. In theevent of any detail or dimensional conflict between drawings and site conditions, the matter must bereferred back to the author for clarification. All dimensions and conditions are to be checked on site bythe contractor prior to commencing any work. The contractor is responsible for checking that there isno conflict between site dimensions and figured dimensions. Drawings to be read in conjunction withStructural Engineer's, Mechanical and Electrical Engineer's, Specialist Manufacturer's andSub-contractor's drawings and specification.
Timber cladding finished wall, colour and style TBC
TimberCladding
Acrylic render, colour TBC
AcrylicRender
Natural slate tilling, colour and style TBC
Natural SlateTilling
Powder coated aluminium cladding/beam encasement
Aluminium
Frameless glass guarding designed and installed bySpecialist SubcontractorGlass
Key
Openable window. Arrow points to handle
W-10
"e""e"
Direction of sliding window/door openingEmergencies egress window openable to escapeUnit to be safety glass
FFL2.790
groundlevel
Varies
U/S of wallplate5.325
FFL0.000
1100
masterbedroom
dining
Void
1 :Section A-A
11201
50
Void
1 :Section B-B
11202
50
FFL2.790
groundlevel
Varies
U/S of wallplate5.325
FFL0.000
1100
New first floor cavity walls built over existingfinal wall construction to be modified to suit
living
study
Timber CladdingColour & Style TBC
Void
bedroom 2
garage
New first floor cavity walls built over existingfinal wall construction to be modified to suit
Timber CladdingColour & Style TBC
1 :Section C-C
11203
50
FFL2.790
groundlevel
Varies
U/S of wallplate5.325
FFL0.000
1100
OUTLINE SPECIFICATION (to be read in accordance with general construction notes)
E1 CONCRETE FOUNDATIONS AND FLOORSFoundations: Mass concrete trench fill to S.Eng design.Ground Floor Structure: Proprietary beam and block floor to specialist design.Note: U-Value to achieve at least 0.13 W/m²k.
F1 MASONRY WALLINGSubstructure: 7N Thermal/concrete aggregate blockwork as per drawings; 3 courses ofengineering/frost resistant brick outer skin below DPC or wherever outer skin is exposed abovefinished ground levels.External Walls: 300mm cavity wall made up of 100mm 7Nthermal blockwork inner leaf, 100m cavitypartially filled with 50mm PIR partial fill insulation boards and 102.5mm facing brick outer leaf.Internal Walls: 100mm wall made up of 100 7N thermal/concrete blockwork.Note: U-Value to achieve at least 0.18 W/m²k.
G1 STRUCTURAL STEELWORKIn strict accordance with Structural Engineer's design and detail.
G2 STRUCTURAL TIMBER AND GENERAL CARPENTRYInternal Walls: 47x97mm internal timber studwork.Intermediate Floors: Metal web joists at 400mm c/c. In strict accordance with Specialist's/StructuralEngineer's design and detail.Terrace Floor: Metal web joists at 400mm c/c. In strict accordance with Structural Engineer's designand detail.Pitched Roof Structure: Metal web joists at 400mm c/c. In strict accordance with StructuralEngineer's design and detail.Balcony: Floors: 47x195 C24 softwood floor joists at 400mm c/c. In strict accordance with StructuralEngineer's design and detail.
H6 SLATE AND TILE PITCHED ROOF COVERING AND CLADDINGSlate roof covering: SIGA Natural Slate Siga 32. Laid on treated battens and couterbattens, on TLX gold2in1 insulated breather membraneRidge: code 5 lead ridge.Note: 100mm Kinspan K7 insulation between rafters.Note: U-Value to achieve at least 0.13 W/m²k.
J1 FLAT ROOF COVERINGSFlat Roof Membrane: BBA certified Sika (or similar approved) fully adhered single ply membrane laidonto compatible structural decking in accordance with manufacturer's instructions.Copings: Powder coated aluminium by specialist supplier.Note: 100mm Kinspan K7 insulation between rafters.Note: U-Value to achieve at least 0.13 W/m²k.
K1 WOOD INTERNAL FLOORING, LININGS AND TRIMFloor Generally: Real wood engineered flooring.Skirting: MDF straight edge skirting. Dulex Trade Eggshell WhiteWindow Boards (Generally except bathrooms): Powder coated aluminium White RAL 9010Other Joinery: Full height boxing with alcoves along back wall of all bathrooms, En-suites and W.C toconceal services.
L1 WINDOWS, ROOF WINDOWS AND PATENT GLAZINGWindows: Powder coated Aluminium in accordance with BS 4873Glazed Sliding Doors: Powder coated Aluminium in accordance with BS 4873Glazed Doors: Powder coated Aluminium in accordance with BS 4873Note: U-Value to achieve at least 1.40 W/m²k.
L3 STAIRS AND GUARDINGMain Stair: Bespoke staircase with designed by Specialist Supplier in accordance with ApprovedDocument K.Glass Guarding: Frameless glass guarding designed by Specialist Supplier in accordance withApproved Document K.
M1 PLASTERING, RENDERING AND SCREEDINGGround Floor Screed: 75mm sand:cement screed on 150mm PIR insulation boards. Suitable forUnderfloor heating system.Internal Walls: 12.5mm Gyproc plasterboard with plaster skim finish. (Moistutre Resistant tobathrooms and en-suites).Internal Ceilings: 12.5 Gyproc plasterboard with plaster skim finish. (Moistutre Resistant tobathrooms and en-suites).Coving: Client to confirm.External Render: Proprietary synthetic acrylic render system: STO Lit 1.5mm White Render.
Q1 HARD LANDSCAPINGHard landscaping: Client/Contractor to confirm
R1 ABOVE AND BELOW GROUND DRAINAGERainwater Goods: Lindab galvanised rainwater system. Colour: Client to confirmInternal Above Ground Drainage: To suit final layout.Below Ground Drainage: To suit final layout.
TONY HOLT DESIGN.Bespoke Property Designer
Bournemouth:
Website:Email:
01202 [email protected]
project name
rev
dwg sheet
dwg no
dwg name
DISCUSSION13 Aldridge RoadProposed Sections112A1@ 1:50## - 10.08.2016
PRELIMINARY
event of any detail or dimensional conflict between drawings and site conditions, the matter must bereferred back to the author for clarification. All dimensions and conditions are to be checked on site bythe contractor prior to commencing any work. The contractor is responsible for checking that there isno conflict between site dimensions and figured dimensions. Drawings to be read in conjunction withStructural Engineer's, Mechanical and Electrical Engineer's, Specialist Manufacturer's andSub-contractor's drawings and specification.
Key
External Walls: 342.5mm cavity wall made up of 100mmthermal block inner leaf, 140mm cavity partially filled with90mm PIR partial fill insulation boards and 102.5mm facingbrick outer leaf.
Internal Walls: Ex100x50mm (95x47mm) timber stud
W-16
'e'
W-17'e'
W-15
W-4 W-5
'e'
W-19
W-2 W-3
W-6
W-11
'e'
W-14
W-1
2050
21261126 1000 693
2078692 693
1150
1920640 640 640
1150
2205453 876 876
513
512
513
512
2050
2050
32121071 1071 1071
29451472 1472
2100
21121056 1056
2400800 800 800
1342671 671
930
1295
2000
3285821 821 821 821
2000
1150
1920640 640 640
3210900 1410 900
1320
FFL2.790
groundlevel
Varies
plate5.325
FFL0.000
1100
W-8
W-13
W-12
W-9
W-10
'e' 'e'
W-18
'e'
W-7
W-18/A
2050
34931164 1164 1164
3200800 800 800 800
1150
2779
800
2050
43851462 1462 1462
1277
677 677 6772032
3200
2150
717717
717
1066 1067 1067
2100
700
700
700
43851462 1462 1462
215
4385
1552
2220
1462 14621462
1984
990
2969
FFL2.790
groundlevel
Varies
U/S of wallplate5.325
FFL0.000
1100
TONY HOLT DESIGN.Bespoke Property Designer
Bournemouth:
Website:Email:
01202 [email protected]
project name
rev
dwg sheet
dwg no
dwg name
WINDOWS TENDER13 Aldridge RoadWindow Schedule Ground Floor130A3 @1:50## - 10.08.2016
PRELIMINARY
IMPORTANT NOTEAll dimensions in millimeters . Where dimensions are not given, drawings must not be scaled. In theevent of any detail or dimensional conflict between drawings and site conditions, the matter must bereferred back to the author for clarification. All dimensions and conditions are to be checked on site bythe contractor prior to commencing any work. The contractor is responsible for checking that there isno conflict between site dimensions and figured dimensions. Drawings to be read in conjunction withStructural Engineer's, Mechanical and Electrical Engineer's, Specialist Manufacturer's andSub-contractor's drawings and specification.