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 208331info@tonyholt-design.co.ukwww.tonyholt-design.co.uk

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 208331info@tonyholt-design.co.ukwww.tonyholt-design.co.uk

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 208331info@tonyholt-design.co.ukwww.tonyholt-design.co.uk

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 208331info@tonyholt-design.co.ukwww.tonyholt-design.co.uk

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 208331info@tonyholt-design.co.ukwww.tonyholt-design.co.uk

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 208331info@tonyholt-design.co.ukwww.tonyholt-design.co.uk

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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 208331info@tonyholt-design.co.ukwww.tonyholt-design.co.uk

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rev

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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 208331info@tonyholt-design.co.ukwww.tonyholt-design.co.uk

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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.