Level 04: Bridgford House Extension Project.

DESN10032 Technology & Design Studio 01 Coach House Extension & Refurbishment - 52 Loughbourgh Road, West Bridgeford, Nottingham.

By Craig J Gregory - AT year 01

1

Craig Greogry - N0726862

Technology & Design Studio 01.

CONTENTS: COVER PAGE 01 CONTENTS PAGE 02

COVER LETTER 03-04 BUILDING REGULATIONS APPLICATION 05-07 DRAWING ISSUE SHEET 08

DOOR & WINDOW SCHEDULE 46 ELECTRICAL LAYOUT 47 HEATING SYSTEMS LAYOUT 48 DRAINAGE LAYOUT 49

EXTERNAL RENDERED IMAGE A 50 EXTERNAL RENDERED IMAGE B 51 KITCHEN AREA RENDERED IMAGE 52 DESIGN DATA 09 FOUNDATION CALCULATIONS 10-12 BEDROOM RENDERED IMAGE 53

U-VALUE CALCULATIONS 13-18 EXISTING DRAWING PACKAGE COVER 19 LOCATION PLAN 20 BLOCK PLAN 21 SITE PLAN 22 GROUND FLOOR PLAN 23 FIRST FLOOR PLAN 24 EAST & WEST ELEVATION 25 NORTH & SOUTH ELEVATION 26

PROPOSED DRAWING PACKAGE COVER 27 BLOCK PLAN 28 SITE PLAN 29 FOUNDATION PLAN 30 SOLEPLATE LAYOUT 31 GROUND FLOOR PLAN 32 FIRST FLOOR PLAN 33 FLOOR JOIST LAYOUT 34 ROOF JOIST LAYOUT 35 SECTION A-A 36 SECTION B-B 37 TECHNICAL CUT 38 DETAIL 01 - RIDGE TECHNICAL DETAIL 39 DETAIL 02 - SUSPENDED FLOOR TECHNICAL DETAIL 40 DETAIL 03 - SOLA-TUBE TECHNICAL DETAIL 41 EAST ELEVATION 42 SOUTH ELEVATION 43 WEST ELEVATION 44 NORTH ELEVATION 45

2

Craig Greogry - N0726862

Technology & Design Studio 01.

Spartan Construction & Design

SDC-CHE-52/001 SDC-AT-001

Professionalism from Start to Finish.

Unit 258, “Creative Name” Industrial Estate Nottingham, NG1 4ED 0115 9548 7458 SpartanConstruction&Design-NG@Outlook.com SpartanConstrution&Design.co.uk Planning Department Rushcliffe Borough Council Rushcliffe Arena Rugby Road West Bridgford NOTTINGHAM NG2 7YG 17h May 2018 Dear Sir/Madam,

PROPOSAL DESCRIPTION A two storey habitable extension to be constructed upon an existing Victorian Coach house, located at the rear of the adjacent property (No. 52, Loughborough Road.)

The client wishes to conduct these improvements to allow greater longevity and a more suitable habitable dwelling, for the next occupant & future increase in property valuation.

These aspects are to be considered and requested by the client:       

1 No. Additional bedroom & En-suite Extended communal living area Open plan kitchen & Dining area improvements Proposed new roof layout & design.

Improved services & drainage layout to be installed/rectified.

Addition of renewable energy services & methods. o Solar photovoltaic cells. o Rain collection system.

External landscaping & improved land drainage (Flood prevention.)

The dwelling is located at: The Coach House, 52 Loughborough Road West Bridgford, Nottingham NG2 7JJ Accessible via a hardstanding/shingle driveway running through No. 52’s existing property boundaries are adjacent to the main transit route (Loughborough Road)

3

Craig Greogry - N0726862

Technology & Design Studio 01.

Please find the attached the following documents in relation to the proposed planning application described above including the following: 1. Building Regulations Application 2. Drawing Issue Sheet 3. Coach House Extension DWG package Construction Drawings: a. b. c. d. e. f. g. h. i. j. k. l. m. n. o. p. q. r. s. t. u. v. w. x. y. z.

Location Plan Existing Block Plan Existing Site Plan Existing Ground Floor Plan Existing First Floor Plan Existing East & West Elevation Existing South & North Elevation Proposed Block Plan Proposed Site Plan Proposed Foundation Plan Proposed Soleplate Layout Proposed Ground Floor Plan Proposed First Floor Plan Proposed Floor Joist Plan Proposed Roof Joist Plan Section A-A Section B-B Technical Section Detail 01 - Ridge Technical Detail Detail 02 - Suspended Floor Technical Detail Detail 03 - Sola-tube Technical Detail Proposed East Elevation Proposed South Elevation Proposed West Elevation Proposed North Elevation Proposed D & W Schedule

– SDC-AT-C-2018-001-01 – SDC-AT-C-2018-001-02 – SDC-AT-C-2018-001-03 – SDC-AT-C-2018-001-04 – SDC-AT-C-2018-001-05 – SDC-AT-C-2018-001-06 – SDC-AT-C-2018-001-07 – SDC-AT-C-2018-001-08 – SDC-AT-C-2018-001-09 – SDC-AT-C-2018-001-10 – SDC-AT-C-2018-001-11 – SDC-AT-C-2018-001-12 – SDC-AT-C-2018-001-13 – SDC-AT-C-2018-001-14 – SDC-AT-C-2018-001-15 – SDC-AT-C-2018-001-16 – SDC-AT-C-2018-001-17 – SDC-AT-C-2018-001-18 – SDC-AT-C-2018-001-19 – SDC-AT-C-2018-001-20 – SDC-AT-C-2018-001-21 – SDC-AT-C-2018-001-22 – SDC-AT-C-2018-001-23 – SDC-AT-C-2018-001-24 – SDC-AT-C-2018-001-25 – SDC-AT-C-2018-001-26

Mechanical / Electrical Drawings: a. Proposed Drainage Layout b. Proposed Heating Layout c. Proposed Electrical Layout

– SDC-AT-M-2018-001-01 – SDC-AT-M-2018-001-02 – SDC-AT-E-2018-001-01

4. £170 cheque towards the relevant planning fee.

If you require any further information, please do not hesitate to contact me.

Yours faithfully, Mr Craig J Gregory.

Spartan Construction & Design.

4

Craig Greogry - N0726862

Technology & Design Studio 01.

Building Regulations Application

Building Regulations Application Form The Building Regulations 2010 Please indicate application type:

A) Full Plans Submission (Any new work)

B) Building Notice (Domestic new work only)

C) Regularisation Certificate (Existing unauthorised work)

D) Partnership

1 Applicants details Name:

Mr Adam O’Roake

Address:

52 Loughborough road, West Bridgford, Nottingham Postcode:

Telephone:

N/A

email:

NG2 7JJ N/A

2 Agents details Name: Address:

Mr Craig Gregory.

Unit 258 “Creative Name” Industrial Unit, Nottingham.

Postcode:

Telephone: 0115 1234 5677

NG1 4ED

email: SpartenDesign&Construction-NG@outlook.com

3 Location of site to which the building work relates Address of site: The Coach House, 52 Loughborough road, West Bridgford, Nottingham Postcode:

NG2 7JJ

4 Proposed / Completed works Description of proposed / completed building work:

Two storey extension of existing Victorian coach house, at rear of No. 52 Property.

To consist of a Timber stud frame construction, with an extended living area/study, an additional bedroom with ensuite & renovation to existing floor plan & stair well.

Bringing in line with current BR & standards for domestic living; existing services are to be updated in line with current regulation.

5 Declaration This application is deposited in relation to the building work as described above. It is submitted in accordance with Regulations 12(2) and 18 where relevant and is accompanied by the appropriate charge.* I understand that further applicable charges (such as inspection fees) may become payable by the building owner following the first inspection undertaken by the local authority.

I / we apply for Full Plans Building Regulation Approval / Building Notice Acceptance / Regularisation Certification / Partnership Application as described on this form and as detailed on any supplementary documents.

Signature:

5

X

On behalf of:

Craig Greogry - N0726862

Mr Adam O’Roake (Mr Craig Gregory)

Technology & Design Studio 01.

Date:

6

17 / 05 / 2018

Insert applicants name where the declaration is made by an agent

Craig Greogry - N0726862

Technology & Design Studio 01.

Important Information 1. By completing and submitting this form, you are giving notice of your intention to carry out building work and deposit the attached drawings and other documents as required by the building regulations.

2. In the case of a Building Notice, in accordance with Building Regulation 12 (2) (a) it is your intention to carry out the domestic building work described in Section 3 and 5, of the Building Regulations 2010.

3. In the case of a Full Plans Application, this notice is being given in relation to the building work as described, and is being submitted in accordance with Regulation(2)(b) and is accompanied by the appropriate charge. Please understand that further charges (Inspection Charges) will normally be payable following the first inspection by the local authority. By completing and signing this form, the Council accepts that you have consented to the time period for consideration of the application being extended to two months and that, if appropriate you wish the application to be passed with conditions.

4. In the case of an application for Regularisation, this notice, given in relation to the work described, is submitted in accordance with Regulation 18 and is accompanied by the appropriate charge (and plans where applicable). Please understand that the local authority may require you to take such reasonable steps (e.g. opening up of unauthorised work for inspection, making tests and taking samples) as appropriate, to establish compliance or otherwise.

5. In all cases, the Council may require the submission of further information to show compliance with the Building Regulations.

Fire Consultation Applicant(s) should be aware that under the terms of The Building Act 1984, Section 15, the Local Authority will as required consult with the Fire and Rescue Service and pass on those details that you submit on your application form for the purposes of determining the Building Regulations application. Without this data collection, we could not process the application. Applicant details are only passed on to the statutory consultee(s). If you have any queries regarding this consultation process please telephone 01623 457387. Further details regarding information rights are available on the Information Commissioner’s Office website at www.ico.org.uk

Sewerage Consultation Applicant(s) should be aware that under the terms of The Building Regulations 2010, the Local Authority will as required consult with the Sewerage undertaker and pass on those details that you submit on your application form for the purposes of determining the Building Regulations application. Without this data collection, we could not process the application. Applicant details are only passed on to the statutory consultee(s). If you have any queries regarding this consultation process please telephone 01623 457387. Further details regarding information rights are available on the Information Commissioner’s Office website at www.ico.org.uk

Further Information More details about the Building Control Service here at Nottingham City Council can be found on our website at

http://www.nottinghamcity.gov.uk/planning-andbuilding-control

Nottingham City Council, Loxley House, Station Street, Nottingham, NG2 3NG, T: 0115 876 4447 , E: building.control@nottinghamcity.gov.uk * Please note, Ashfield District Council produces a standard fee sheet with the general charges for commonly undertaken schemes (domestic extensions, garage conversions, etc.), however where necessary we will provide an individual quote on all schemes.

Other Nottinghamshire Local Authority Building Control Teams Ashfield District Council, Council Offices, Urban Road, Kirkby in Ashfield, NG17 8DA, T: 01623 457394, E: bcadmin@ashfield-dc.gov.uk Bassetlaw District Council, Queens Buildings, Worksop, S80 2AH T: 01909 533292, E: building.control@bassetlaw.gov.uk East Midlands Building Consultancy, St.Peters Hill, Grantham, NG31 6PZ T: 03330 038132, E: info@eastmidlandsbc.com Erewash & Broxtowe Building Consultancy, Ilkeston Town Hall, Wharncliffe Road, Ilkeston, DE7 5RP T: 0115 9072244, E: buildingcontrol@erewash.gov.uk Gedling Borough Council, Nottingham Road, Arnold, NG5 6LU T: 0115 9013740, E: buildingcontrol@gedling.gov.uk Mansfield District Council, Chesterfield Road South, Mansfield, NG17 8BH T: 01623 463077, E: pbc@mansfield.gov.uk

SEPTEMBER 2016

7

Craig Greogry - N0726862

Technology & Design Studio 01.

SPARTAN DESIGN & CONSTRUCTION

Unit 258, "Creative Name" industrial Estate, Nottingham, NG1 4ED SDC = Company Initials

DRAWING ISSUE SHEET Coach House Extension & Refurbishment 4B

CLIENT DRAWING NUMBER

DD DATE

PROJECT PROJECT NO:

5

YY

Mr A O'Rouke DRAWING TITLE

17

MM

ISSUED BY SCALE (1:)

SIZE

2018

CJG

LAST REV

SDC-AT-C-2018-C001

Location Plan

1250

A3

A

Xs

SDC-AT-C-2018-C002

Existing Block Plan

500

A3

A

Xs

SDC-AT-C-2018-C003

Existing Site Plan

200

A3

A

Xs

SDC-AT-C-2018-C004

Existing Ground Floor Plans

100

A3

A

Xs

SDC-AT-C-2018-C005

Existing First Floor Plans

100

A3

A

Xs

SDC-AT-C-2018-C006

Existing North & East Elevations

100

A3

A

Xs

SDC-AT-C-2018-C007

Existing South & West Elevations

100

A3

A

Xs

SDC-AT-C-2018-C008

Proposed Block Plan

500

A3

A

Xs

SDC-AT-C-2018-C009

Proposed Site Plan

200

A3

A

Xs

SDC-AT-C-2018-C010

Proposed Foundation Plan

50

A3

A

Xs

SDC-AT-C-2018-C011

Proposed Soleplate Layout Plan

50

A3

B

Xs

SDC-AT-C-2018-C012

Proposed Ground Floor Plan

50

A3

B

Xs

SDC-AT-C-2018-C013

Proposed First Floor Plan

50

A3

A

Xs

SDC-AT-C-2018-C014

Proposed Floor Joist Plan

50

A3

A

Xs

SDC-AT-C-2018-C015

Proposed Roof Joist Plan

50

A3

A

Xs

SDC-AT-C-2018-C016

Proposed Cut A-A

50

A3

A

Xs

SDC-AT-C-2018-C017

Proposed Cut B-B

50

A3

A

Xs

SDC-AT-C-2018-C018

Proposed Construction Strip

20

A3

A

Xs

SDC-AT-C-2018-C019

Detail 01 - Ridge Technical Detail

5

A3

A

Xs

SDC-AT-C-2018-C020

Detail 02 - Suspended Floor Technical Detail

5

A3

A

Xs

SDC-AT-C-2018-C021

Detail 03 - Sola-tube Technical Detail

5

A3

A

Xs

SDC-AT-C-2018-C022

Proposed North Elevations

50

A3

B

Xs

SDC-AT-C-2018-C023

Proposed East Elevations

50

A3

B

Xs

SDC-AT-C-2018-C024

Proposed South Elevations

50

A3

B

Xs

SDC-AT-C-2018-C025

Proposed West Elevations

50

A3

B

Xs

SDC-AT-C-2018-C026

Proposed Door & Window Schedule

2

A3

A

Xs

SDC-AT-E-2018-C001

Proposed Electrical Layout

100

A3

A

Xs

SDC-AT-M-2018-M001

Proposed Drainage Layout

100

A3

A

Xs

SDC-AT-M-2018-M002

Proposed Heating Layout

100

A3

A

Xs

Letter = Drawing Revision

ISSUED TO: PLANNING DEPARTMENT

Xs

CLIENT

Xs

QUANTITY SURVEYOR PROJECT MANAGER

Xs

STRUCTURAL ENGINEER

Xs

M&E ENGINEERS

Xs

TRANSPORT ACOUSTIC CONSULTANT

Xs

N = Number of prints Ne = Negative Xs = Issue Sheet Only Di = Disk Issue eM = eMail F = FTP site

STATUS

PR = Preliminary AC = Approval Comments IN = Information P = Planning FC = Fire Certificate T = Tender C = Construction R = Requested

8

Craig Greogry - N0726862

Technology & Design Studio 01.

Coach House Extension.

Proposed Design Data.

Foundation Design 10-12 U-Value Calculations 13-18

9

Craig Greogry - N0726862

Technology & Design Studio 01.

10

Craig Greogry - N0726862

Technology & Design Studio 01.

11

Craig Greogry - N0726862

Technology & Design Studio 01.

12

Craig Greogry - N0726862

Technology & Design Studio 01.

U-Value Calculation Sheet Spartan Construction & Design

Coach house extension - W. Bridgeford

Project: Strucutre:

Professionalism from Start to Finish.

External Wall Coach house extension - W. Bridgeford

DWG REF:

Job Ref: Calc Sheet No. 01 of 06 Checked By: Date: NA 19/05/2018

Surface Resistance - Rse and Rsi From Table 1 BS EN 6946 & Cavity Rcav From Table 2 Material Conductivity - k From B'Regs App Doc L1 2013, Table A19 (or manufacturers literature preferred) R for materials = t/k (t in metres)

-

U = 1/Rtotal

U-Value Calculation Sheet Element

Size (m)

Ref

k

Rsi

Internal Surface

R

Comments

0.130

Table 1. BS 6946

KS (KT-118) Plasterbourd

0.032

R1

0.208

0.154

k From Manufacturer

KS (TW-55) Insulation Panel

0.120

R2

0.015

8.000

k From Manufacturer

OSB

0.010

R3

0.250

0.040

Table A19 2013

Brickwork

0.103

R4

0.770

0.134

Table A19 2013

0.040

Table 1. BS 6946

Rse

External Surface Thickness of Ext' Wall

0.265

Total

8.498

U-Value

0.12

Rse Brickwork (R4) OSB (R3) KS (KT-112) Insulation Panel (R2)

KS (KT-118) Plasterbourd (R1)

Rsi

CONCLUSION: The U-Value calculated has turned out to be 0.12 to the 0.30 W/m2K minimum recommendation required by B'Regs. Therefore this will work.

13

Craig Greogry - N0726862

Technology & Design Studio 01.

U-Value Calculation Sheet Spartan Construction & Design

Coach house extension - W. Bridgeford

Project: Strucutre:

Professionalism from Start to Finish.

External Wall Coach house extension - W. Bridgeford

DWG REF:

Job Ref: Calc Sheet No. 02 of 06 Checked By: Date: NA 19/05/2018

Surface Resistance - Rse and Rsi From Table 1 BS EN 6946 & Cavity Rcav From Table 2 Material Conductivity - k From B'Regs App Doc L1 2013, Table A19 (or manufacturers literature preferred) R for materials = t/k (t in metres)

-

U = 1/Rtotal

U-Value Calculation Sheet Element

Size (m)

Ref

k

Rsi

Internal Surface

R

Comments

0.130

Table 1. BS 6946

KS (KT-118) Plasterbourd

0.032

R1

0.208

0.154

k From Manufacturer

KS (TW-55) Insulation Panel

0.120

R2

0.015

8.000

k From Manufacturer

OSB

0.010

R3

0.250

0.040

Table A19 2013

Air Gap

0.035

R4

0.180

0.194

Table 2. BS 6946

Timber Cladding

0.036

R5

0.130

0.277

Table A19 2013

0.040

Table 1. BS 6946

Rse

External Surface Thickness of Ext' Wall

0.233

Total

8.835

U-Value

0.11

Rse Timber Cladding (R5) Air Gap(R4) OSB (R3) KS (KT-112) Insulation Panel (R2)

KS (KT-118) Plasterbourd (R1) Rsi

CONCLUSION: The U-Value calculated has turned out to be 0.11 to the 0.30 W/m2K minimum recommendation required by B'Regs. Therefore this will work.

14 DESN10032

Craig Greogry - N0726862 2-1

Technology & Design Studio 01.

Craig Gregory: N0726862

U-Value Calculation Sheet Spartan Construction & Design

Coach house extension - W. Bridgeford

Project: Strucutre:

Professionalism from Start to Finish.

Ground Floor Coach house extension - W. Bridgeford

DWG REF:

Job Ref: Calc Sheet No. 03 of 06 Checked By: Date: NA 19/05/2018

Surface Resistance - Rse and Rsi From Table 1 BS EN 6946 & Cavity Rcav From Table 2 Material Conductivity - k From B'Regs App Doc L1 2013, Table A19 (or manufacturers literature preferred) R for materials = t/k (t in metres)

-

U = 1/Rtotal

U-Value Calculation Sheet Element

Size (m)

Ref

k

Rsi

Internal Surface

R

Comments

0.170

Table 1. BS 6946

FloorBoards

0.015

R1

0.130

0.115

Table A19 2013

Screed

0.040

R2

0.410

0.098

Table A19 2013

KS Thermafloor TF70

0.100

R3

0.022

4.545

K from Manufacture

Concrete Slab External Surface

0.175

R4 Rse

1.350

0.130

Table A19 2013

0.040

Table 1. BS 6946

Thickness of Ext' Wall

0.330

Total

5.098

U-Value

0.20

Rsi Floorboards (R1) Screed Layer (R2) KS Tthermafloor TF70 Concrete Slab (R4) Rsi

CONCLUSION: The U-Value calculated has turned out to be 0.20 to the 0.25 W/m2K minimum recommendation required by B'Regs. Therefore this will work.

15

Craig Greogry - N0726862

Technology & Design Studio 01.

U-Value Calculation Sheet Spartan Construction & Design

Coach house extension - W. Bridgeford

Project: Strucutre:

Professionalism from Start to Finish.

First Floor Coach house extension - W. Bridgeford

DWG REF:

Job Ref: Calc Sheet No. 04 of 06 Checked By: Date: NA 19/05/2018

Surface Resistance - Rse and Rsi From Table 1 BS EN 6946 & Cavity Rcav From Table 2 Material Conductivity - k From B'Regs App Doc L1 2013, Table A19 (or manufacturers literature preferred) R for materials = t/k (t in metres)

-

U = 1/Rtotal

U-Value Calculation Sheet Element

Size (m)

Ref

k

Rsi

Internal Surface

R

Comments

0.100

Table 1. BS 6946

FloorBoards

0.015

R1

0.130

0.115

Table A19 2013

OSB

0.015

R2

0.250

0.060

Table A19 2013

Air Gap

0.095

R3

0.180

0.528

Table 2. BS 6946

KS Thermafloor TF71

0.120

R4

0.022

5.455

K from Manufacture

Plasterboard

0.026

R5

0.250

0.250

Table A19 2013

0.040

Table 1. BS 6946

Rse

Internal Surface Thickness of Ext' Wall

0.271

Total

6.548

U-Value

0.15

Rse Floorboards (R1) OSB (R2) Air Gap (R3) KS Tthermafloor TF70 (R4)

Plasterboard (R4) Rsi

CONCLUSION:

The U-Value calculated has turned out to be 0.15 to the 0.25 W/m2K minimum recommendation required by B'Regs. Therefore this will work.

DESN10032 16

2-1 Craig Greogry - N0726862

Craig Gregory: N0726862 Technology & Design Studio 01.

U-Value Calculation Sheet Spartan Construction & Design

Coach house extension - W. Bridgeford

Project: Strucutre:

Professionalism from Start to Finish.

Roof Coach house extension - W. Bridgeford

DWG REF:

Job Ref: Calc Sheet No. 05 of 06 Checked By: Date: NA 19/05/2018

Surface Resistance - Rse and Rsi From Table 1 BS EN 6946 & Cavity Rcav From Table 2 Material Conductivity - k From B'Regs App Doc L1 2013, Table A19 (or manufacturers literature preferred) R for materials = t/k (t in metres)

-

U = 1/Rtotal

U-Value Calculation Sheet Element

Size (m)

Ref

k

Rsi

Internal Surface

R

Comments

0.100

Table 1. BS 6946

Plasterboard

0.015

R1

0.250

0.060

Table A19 2013

KS Kooltherm (K100)

0.100

R2

0.018

5.556

K from Manufacture

Air Gap

0.135

R3

0.180

0.750

Table 2. BS 6946

Plasterboard/Vapor Barrier

0.030

R4

0.250

0.120

Table A19 2013

Felt Layer

0.010

R5

0.230

0.043

Table A19 2013

Air Gap

0.025

R6

0.180

0.139

Table 2. BS 6946

Clay Tiles

0.020

R7

1.000

0.020

Table 2. BS 6946

0.040

Table 1. BS 6946

Rse

External Surface Thickness of Ext' Wall

Total

0.335

6.828

U-Value

0.15

Rse Clay Tiles (R7) Air Gap (R6) Felt Layer (R5) Plasterboard/Vapour Barrier (R4)

Air Gap (R3) Insulation (R2) Plasterboard (R1) Rsi

CONCLUSION:

The U-Value calculated has turned out to be 0.15 to the 0.20 W/m2K minimum recommendation required by B'Regs. Therefore this will work.

DESN10032

17

2-1

Craig Greogry - N0726862

Craig Gregory: N0726862

Technology & Design Studio 01.

U-Value Calculation Sheet Spartan Construction & Design

Coach house extension - W. Bridgeford Existing Coach House External Wall Coach house extension - W. Bridgeford

Project: Strucutre:

Professionalism from Start to Finish.

DWG REF:

Job Ref: Calc Sheet No. 06 of 06 Checked By: Date: NA 19/05/2018

Surface Resistance - Rse and Rsi From Table 1 BS EN 6946 & Cavity Rcav From Table 2 Material Conductivity - k From B'Regs App Doc L1 2013, Table A19 (or manufacturers literature preferred) R for materials = t/k (t in metres)

-

U = 1/Rtotal

U-Value Calculation Sheet Element

Size (m)

Ref

k

Rsi

Internal Surface

R

Comments

0.130

Table 1. BS 6946

KS (KT-118) Plasterbourd

0.032

R1

0.208

0.154

k From Manufacturer

KS (KT-112) Insulation Panel

0.075

R2

0.018

4.167

k From Manufacturer

Brickwork

0.300

R3 Rse

0.770

0.390

Table A19 2013

0.040

Table 1. BS 6946

External Surface Thickness of Ext' Wall

0.407

Total

4.880

U-Value

0.20

Rse Brickwork (R3) KS (KT-112) Insulation Panel (R2)

KS (KT-118) Plasterbourd (R1)

Rsi

CONCLUSION: The U-Value calculated has turned out to be 0.20 to the 0.30 W/m2K minimum recommendation required by B'Regs. Therefore this will work.

18 DESN10032

2-1 Craig Greogry - N0726862

Craig Gregory: N0726862 Technology & Design Studio 01.

Coach House Extension.

Existing Drawing Package.

LOCATION PLAN 20 BLOCK PLAN 21 SITE PLAN 22 GROUND FLOOR PLAN 23 FIRST FLOOR PLAN 24 EAST & WEST ELEVATION 25 NORTH & SOUTH ELEVATION 26

19

Craig Greogry - N0726862

Technology & Design Studio 01.

8 4 6

t

Pre-Tender

X X X

Measurement Tender Contract

X X X

X X

Site As Built

30a

Century Court

Bdy

23.8m

dy

32

B nst

10a

10b

Co

Fire Precautions

30

2a

Co

Planning

Building Control

3

UA

t&

ons

oC

2

Path

Bor

8

LANE

10

ORD

WILF

14

10

Client Approval

28a

26

rT

ve Ri

X X X

Preliminary

ren

El Sub Sta

30

ESS

ge

9

11

8

6

1

13

38

5

15

7

40

9

3

24.1m

Shelter

24

1

4

The Point

13

Shelter

2

10c

in

7

se

The Coach Hou

73

OVE

MELTON GR

26

23.5m

12

21

2 15

21

a

a

24

rge

Su ry

28

23 23.8m

EB

ROAD

5

TL

HBOR 52

LOUG

23.8m

13

85

Beaver Green

6

23

S

ND

OUGH

OU

TCB

8

LIT

LB

37

1

29

23.8m

1

11

8

23.5m

3

89

18

5

7

Beaver Green

12

2 31

Garage

Tennis Courts

64

28

15

a

Seaton House

15

39

97

11

A

68

Nursing Home

of t ch ri ur Spi y l Ho

Ch

3

AD

10 3

70

A

RI

O CT

)

C (R

RO

104 Arkwright Studio, Nottingham, Nottinghamshire, England NG1 4BU Tel : 123456789

44 Club

23.8m

49

Coach House Extension & Refurbishment.

46

Frenchhay

29

House

12 LB

2

NW

58

GR

AD RO

GHBOROUGH ROAD

O

D OO

N

Craig Greogry - N0726862

11

1:1250@ A3 TO

a

11

VE 32

84

42

15

EL

2

5 10

20

Location Plan West Bridgeford, Nottingham

M

SCALE 1:1250

23.8m

23/04/18

Mr A O'Roake

VI

LOCATION PLAN

CJG

Mr R. Dundass 38

Club

Cricket Ground

Colour applied.

the

20

nd

La

ta gS

4B

17/05/18

CJG

C001

AR

CH

Technology & Design Studio 01.

n/a A

38

13 X X X

Preliminary

73

Client Approval Planning

Building Control Fire Precautions Pre-Tender

X X X

Measurement Tender Contract

X X X

X X

Site As Built

23.5m

COA C HOU H SE

ROAD

15

52

LOUG

85

HBOR

8

OUGH

PROPOSED BEAVER GREEN HOUSE NEW BUILD)

Beaver Green

1

89

18

3

5

7

Beaver Green

A

Colour applied

CJG

23/04/18

Mr A O'Roake

Mr R. Dundass

104 Arkwright Studio, Nottingham, Nottinghamshire, England NG1 4BU Tel : 123456789

Garage

Coach House Extension & Refurbishment.

Seaton House

15

a

23.8m

21

1:500@ A3

4B

64

SCALE 1:500

28

BLOCK PLAN

Existing Block Plan West Bridgeford, Nottingham

Craig Greogry - N0726862

17/05/18

CJG

C002

Technology & Design Studio 01.

n/a A

X X X

Preliminary Client Approval

Fire Precautions Pre-Tender

X X X

Measurement Tender Contract

X X X

X X

Site As Built

50

Planning

Building Control

EXISTING 1.0m DEEP EXCAVATION BEHIND COACHHOUSE.

1.

ALL DRAWINGS ARE TO BE READ IN CONJUNCTION WITH EACH OTHER.

2.

ALL DIMENSIONS & LEVELS ARE IN METRES UNLESS OTHERWISE STATED.

3.

THE SITE SHOULD BE PREPPED AS STATED IN APP DOC C.

4.

FORMATION LEVEL TO BE PRE-TREATED WITH WEED KILLER 4.1.

TOP SOIL TO BE REMOVED & TAKEN TO DESIGNATED AREA ON SITE.

EXISTING ELECTRICAL SUPPLY FROM No. 52 DWELLING (RUNS EXPOSED ALONG MASONRY BOUNDARY WALL)

5.

T02 IN

EXISTING HEDGEROW & TREE.

52

GL 24.900m

C A PV R U D Ø D m INE 0m B 10 OM C

LOUGHBOROUGH ROAD

COACH HOUSE

EXISTING UNDERGROUND DRAINAGE TO PUBLIC SEWER

GL 24.500m

EXISTING TRAMPOLINE (No. 52's) DUG 500mm DEEP BELOW GL & ON BOUNDARY LINE

01

T01 EXISTING UNDERGROUND SERVICES TO DWELLING GL 25.000m

GL 23.800m

HARDSTANDING/ SHINGLE DRIVEWAY LEADING TO No. 52's MAIN STREET ACCESS

THE SITE SHOULD BE KEPT DRY UNTIL STRUCTURES ARE COMPLETED.

LANDSCAPING: 6. ALL EXISTING TREES ARE TO BE KEPT UNLESS STATED VIA NHBC REGULATIONS. 7. ALL EXISTING LANDSCAPING IS GRAVEL/SHINGLE MATERIAL; UP TO & INCLUDING THE COACH HOUSE 11. ALL PROPOSED PATHWAYS ARE TO BE KEPT IN SAME STYLE AS EXISTING PATHWAYS AROUND SITE. 12. ALL EXISTING SERVICES ARE CONNECTED VIA No. 52'S MAIN SUPPLY OR DIRECT TO PUBLIC INFRASTRUCTURE LOCATED ON LOUGHBOURGH ROAD. DRAINAGE: 13. ALL DRAINAGE WORKS TO BE IN ACCORDANCE WITH BS EN 12056 & 752 14. ALL PROPOSED UNDERGROUND DRAINAGE PIPEWORK TO BE VITRIFIED CLAY BY HEPWORTH NOMINAL 150mmØ UNLESS STATED OTHERWISE 15. ALL DRAINAGE PIPEWORK TO BE BEDDED IN GRANULAR MATERIAL AGGREGATE CLASS F BEDDING 10mm 16. ALL DRAINAGE PIPES/INSPECTION CHAMBERS TO BE ENCASED IN GEN 1 ST2 CONSISTENCE CLASS S1 CONCRETE, IF WITHIN MIN 1.00m OF THE DWELLING A

Site Context Developed

CJG

23/05/18

Mr A O'Roake

EXISTING HEDGEROW ALONG No.52's PROPERTY LINE.

Mr R. Dundass

54

104 Arkwright Studio, Nottingham, Nottinghamshire, England NG1 4BU Tel : 123456789

Coach House Extension & Refurbishment.

1

Existing Site Plan West Bridgeford, Nottingham

SITE PLAN 22

Craig Greogry - N0726862

56

1:200@ A3

SCALE 1:200

4B

17/05/18

CJG

C003

Technology & Design Studio 01.

n/a A

X X X

Preliminary

PROPOSED BEAVER GREEN HOUSE

Client Approval Planning

Building Control Fire Precautions Pre-Tender

X X X

Measurement Tender Contract

X X X

X X

Site As Built

EXISTING BOUNDARY WALL IN DISREPAIR EXISTING FLAGSTONE PATH/WALKWAY RWP 03 7

6 5 4 3 2 1

1.

EXISTING STRUCTURE PRE-1900 MASONRY CONSTRUCTION. 2. UNKNOWN INTERNAL DIMENSIONS & LAYOUT (NO INTERNAL SITE ANALYSIS) 3. UNKNOWN EXISTING SERVICES, UNLESS SHOWN. 3.1.

INCLUDING WASTE REMOVAL SVP & DRAINAGE 3.2.

HEATING APPLIANCES 3.3.

GAS & ELECTRICAL LAYOUT 3.4.

POTABLE WATER SOURCE 3.5.

FINISHED FLOOR LEVEL & CONSTRUCTION. 3.6.

ROOF TRUSS LAYOUT. 4. ALL EXISTING LANDSCAPING FEATURES ARE TO BE CONSIDERED VIA NHBC REGULATIONS.

LIVING ROOM

2200mm

HARDSTANDING/ SHINGLE DRIVEWAY

GL + 24.900

W01

D01

W02

RWP 02

SCALE 1:100 23

GL + 24.500 HARDSTANDING/ SHINGLE DRIVEWAY LEADING TO No. 52's MAIN STREET ACCESS

EXISTING TRAMPOLINE (No. 52's) DUG 500mm DEEP BELOW GL & ON BOUNDARY LINE

EXISTING UNDERGROUND DRAINAGE TO PUBLIC SEWER

GROUND FLOOR PLAN

T02

EXISTING UNDERGROUND SERVICES TO DWELLING

EXISTING HEDGEROW BOUNDARY

BOUNDARY LINE

EXISTING MASONRY WALL BOUNDARY

01

RWP 01

100mmØ UPVC COMBINED DRAIN

EXISTING UNDERGROUND ELECTRICAL SERVICES

2200mm

C AIN PV R U D Ø D m NE 0m BI 10 OM C

GL + 25.000

KITCHEN

EM BOX

D02

T01

A

Site Context developed

23/04/18

Mr A O'Roake

Mr R. Dundass

104 Arkwright Studio, Nottingham, Nottinghamshire, England NG1 4BU Tel : 123456789

Coach House Extension & Refurbishment.

Existing Ground Floor Plan West Bridgeford, Nottingham 1:100@ A3

4B

Craig Greogry - N0726862

CJG

17/05/18

CJG

C004

Technology & Design Studio 01.

n/a A

PROPOSED BEAVER GREEN HOUSE

X X X

Preliminary Client Approval Planning

Building Control Fire Precautions Pre-Tender

X X X

Measurement Tender Contract

X X X

X X

Site As Built

EXISTING BOUNDARY WALL IN DISREPAIR EXISTING FLAGSTONE PATH/WALKWAY RWP 03 7 8 9 10

CUPBOARD

EM BOX

EXISTING STRUCTURE PRE-1900 MASONRY CONSTRUCTION. 2. UNKNOWN INTERNAL DIMENSIONS & LAYOUT (NO INTERNAL SITE ANALYSIS) 3. UNKNOWN EXISTING SERVICES, UNLESS SHOWN. 3.1.

INCLUDING WASTE REMOVAL SVP & DRAINAGE 3.2.

HEATING APPLIANCES 3.3.

GAS & ELECTRICAL LAYOUT 3.4.

POTABLE WATER SOURCE 3.5.

FINISHED FLOOR LEVEL & CONSTRUCTION. 3.6.

ROOF TRUSS LAYOUT. 4. ALL EXISTING LANDSCAPING FEATURES ARE TO BE CONSIDERED VIA NHBC REGULATIONS.

BEDROOM 01

D04

T01

D03

2200mm

1.

2200mm

BATHROOM 2200mm

01

SCALE 1:100 24

GL + 24.500 HARDSTANDING/ SHINGLE DRIVEWAY LEADING TO No. 52's MAIN STREET ACCESS

EXISTING TRAMPOLINE (No. 52's) DUG 500mm DEEP BELOW GL & ON BOUNDARY LINE

Craig Greogry - N0726862

EXISTING UNDERGROUND DRAINAGE TO PUBLIC SEWER

FIRST FLOOR PLAN

T02

EXISTING UNDERGROUND SERVICES TO DWELLING

EXISTING HEDGEROW BOUNDARY

BOUNDARY LINE

EXISTING MASONRY WALL BOUNDARY

100mmØ UPVC COMBINED DRAIN

GL + 24.900

N 20 VC AI 1: P R ll U D Fa Ø D m INE 0m B 10 OM C

HARDSTANDING/ SHINGLE DRIVEWAY

GL + 25.000

RWP 02

RWP 01

A

Site Context developed

CJG

23/04/18

Mr A O'Roake

Mr R. Dundass

104 Arkwright Studio, Nottingham, Nottinghamshire, England NG1 4BU Tel : 123456789

Coach House Extension & Refurbishment.

Existing First Floor Plan West Bridgeford, Nottingham 1:100@ A3

4B

17/05/18

CJG

C005

Technology & Design Studio 01.

n/a A

X X X

Preliminary Client Approval Planning

1.

2.

3.

AS BUILT BEAVER-GREEN HOUSE (ONGOING)

4.

Building Control Fire Precautions Pre-Tender

X X X

Measurement Tender Contract

X X X

X X

Site As Built

EXISTING RED BRICK VICTORIAN MASONRY EXTERNAL FINISH. ALL OPENINGS ARE TIMBER FRAME CONSTRUCTION. ALL GUTTERING HAS BEEN UPDATED TO BLACK UPVC MATERIAL ROOF MATERIAL IS A GREY/BLACK CERAMIC SLATE.

T01 FRL + 29.558 TH

RGL + 28.288 RH

TSB + 29.090

LH

TCL + 26.880 FL

FL

FL

FL

FL

FL

FL

FGL + 25.100 FGL + 24.900

EAST ELEVATION SCALE 1:100

T01 FRL + 29.558 RGL + 28.288 TSB + 29.090 TCL + 26.880 FGL + 25.100 A

Shadows Amended

CJG

23/04/18

FGL + 24.900 Mr A O'Roake

WEST ELEVATION

Mr R. Dundass

104 Arkwright Studio, Nottingham, Nottinghamshire, England NG1 4BU Tel : 123456789

SCALE 1:100

Coach House Extension & Refurbishment.

Existing East & West Elevation West Bridgeford, Nottingham 1:100@ A3

4B

25

Craig Greogry - N0726862

17/05/18

CJG

C006

Technology & Design Studio 01.

n/a A

X X X

Preliminary Client Approval Planning

1.

2.

AS BUILT BEAVER-GREEN HOUSE (ONGOING)

3.

4.

T01

FRL + 29.558

Building Control Fire Precautions Pre-Tender

X X X

Measurement Tender Contract

X X X

X X

Site As Built

EXISTING RED BRICK VICTORIAN MASONRY EXTERNAL FINISH. ALL OPENINGS ARE TIMBER FRAME CONSTRUCTION. ALL GUTTERING HAS BEEN UPDATED TO BLACK UPVC MATERIAL ROOF MATERIAL IS A GREY/BLACK CERAMIC SLATE.

RGL + 28.288 TSB + 29.090 TCL + 26.880 FFL + 25.100 FGL + 24.900

EXISTING TRAMPOLINE (No. 52's) DUG 500mm DEEP BELOW GL & ON BOUNDARY LINE

EGL + 24.422

NORTH ELEVATION SCALE 1:100

AS BUILT BEAVER-GREEN HOUSE (ONGOING)

T02 FRL + 29.558

FL

FL

RGL + 28.288 A

TSB + 29.090

Shadows Amended

23/04/18

Mr A O'Roake

TCL + 26.880

Mr R. Dundass

104 Arkwright Studio, Nottingham, Nottinghamshire, England NG1 4BU Tel : 123456789

FFL + 25.100

Coach House Extension

FGL + 24.900

& Refurbishment.

EXISTING TRAMPOLINE (No. 52's) DUG 500mm DEEP BELOW GL & ON BOUNDARY LINE

EGL + 24.422

SOUTH ELEVATION

Existing North & South Elevation West Bridgeford, Nottingham 1:100@ A3

SCALE 1:100 26

CJG

4B

Craig Greogry - N0726862

17/05/18

CJG

C007

Technology & Design Studio 01.

n/a A

Coach House Extension.

Proposed Drawing Package Cover.

BLOCK PLAN 28 SITE PLAN 29 FOUNDATION PLAN 30 SOLEPLATE LAYOUT 31 GROUND FLOOR PLAN 32 FIRST FLOOR PLAN 33 FLOOR JOIST LAYOUT 34 ROOF JOIST LAYOUT 35 SECTION A-A 36 SECTION B-B 37 TECHNICAL CUT 38 DETAIL 01 - RIDGE TECHNICAL DETAIL 39 DETAIL 02 - SUSPENDED FLOOR TECHNICAL DETAIL 40 DETAIL 03 - SOLA-TUBE TECHNICAL DETAIL 41 EAST ELEVATION 42 SOUTH ELEVATION 43 WEST ELEVATION 44 NORTH ELEVATION 45 DOOR & WINDOW SCHEDULE 46 ELECTRICAL LAYOUT 47 HEATING SYSTEMS LAYOUT 48 DRAINAGE LAYOUT 49 BEDROOM RENDERED IMAGE 50 EXTERNAL RENDERED IMAGE A 51 EXTERNAL RENDERED IMAGE B 52 LIVING AREA RENDERED IMAGE 53

27

Craig Greogry - N0726862

Technology & Design Studio 01.

38

X X X

Preliminary Client Approval

73

Planning

Building Control Fire Precautions Pre-Tender

X X X

Measurement Tender Contract

X X X

X X

Site As Built

21 8

HBOR

85

LOUG

52

PROPOSED BEAVER GREEN HOUSE (NEW BUILD)

OUGH

COA C HOU H SE

ROAD

5

Beaver Green

1

11

5

3 89

7

Beaver Green

A

Colour Applied

CJG

23/04/18

Mr A O'Roake

Mr R. Dundass

104 Arkwright Studio, Nottingham, Nottinghamshire, England NG1 4BU Tel : 123456789

Garage Seaton House

15

a

23.8m

BLOCK PLAN

& Refurbishment.

Proposed Block Plan West Bridgeford, Nottingham 1:500@ A3

64

SCALE 1:500 28

Coach House Extension

Craig Greogry - N0726862

4B

17/05/18

CJG

C008

Technology & Design Studio 01.

n/a A

X X X

Preliminary Client Approval

50

Planning

Building Control Fire Precautions Pre-Tender

X X X

Measurement Tender Contract

X X X

X X

Site As Built

EXISTING 1.0m DEEP EXCAVATION BEHIND COACHHOUSE.

EXISTING ELECTRICAL SUPPLY FROM No. 52 DWELLING (RUNS EXPOSED ALONG MASONRY BOUNDARY WALL)

COACH HOUSE

EXISTING UNDERGROUND DRAINAGE TO PUBLIC SEWER T02

1.

ALL DRAWINGS ARE TO BE READ IN CONJUNCTION WITH EACH OTHER.

2.

ALL DIMENSIONS & LEVELS ARE IN METRES UNLESS OTHERWISE STATED.

3.

THE SITE SHOULD BE PREPPED AS STATED IN APP DOC C.

4.

FORMATION LEVEL TO BE PRE-TREATED WITH WEED KILLER 4.1.

TOP SOIL TO BE REMOVED & TAKEN TO DESIGNATED AREA ON SITE.

EXISTING HEDGEROW & TREE.

GL 24.900m 01

LOUGHBOROUGH ROAD

52

5.

GL 24.500m EXISTING TRAMPOLINE (No. 52's) REMOVED & REFILLED (CLIENTS DISGRESSION)

T01 PROPOSED UNDERGROUND FW DRAINAGE TO PUBLIC MAINS

GL 25.000m

EXISTING UNDERGROUND SERVICES TO DWELLING

HARDSTANDING/ SHINGLE DRIVEWAY (53.5m LENGTH) LEADING TO No. 52's MAIN STREET ACCESS

GL 23.800m

54

EXISTING HEDGEROW ALONG No.52's PROPERTY LINE.

THE SITE SHOULD BE KEPT DRY UNTIL STRUCTURES ARE COMPLETED.

LANDSCAPING: 6. ALL EXISTING TREES ARE TO BE KEPT UNLESS STATED VIA NHBC REGULATIONS. 7. ALL EXISTING LANDSCAPING IS GRAVEL/SHINGLE MATERIAL; UP TO & INCLUDING THE COACH HOUSE 11. ALL PROPOSED PATHWAYS ARE TO BE KEPT IN SAME STYLE AS EXISTING PATHWAYS AROUND SITE. 12. ALL EXISTING SERVICES ARE CONNECTED VIA No. 52'S MAIN SUPPLY OR DIRECT TO PUBLIC INFRASTRUCTURE LOCATED ON LOUGHBOURGH ROAD. DRAINAGE: 13. ALL DRAINAGE WORKS TO BE IN ACCORDANCE WITH BS EN 12056 & 752 14. ALL PROPOSED UNDERGROUND DRAINAGE PIPEWORK TO BE VITRIFIED CLAY BY HEPWORTH NOMINAL 150mmØ UNLESS STATED OTHERWISE 15. ALL DRAINAGE PIPEWORK TO BE BEDDED IN GRANULAR MATERIAL AGGREGATE CLASS F BEDDING 10mm 16. ALL DRAINAGE PIPES/INSPECTION CHAMBERS TO BE ENCASED IN GEN 1 ST2 CONSISTENCE CLASS S1 CONCRETE, IF WITHIN MIN 1.00m OF THE DWELLING A

Context & Roof layout adjusted

CJG

30/04/18

Mr A O'Roake

Mr R. Dundass

1 56

104 Arkwright Studio, Nottingham, Nottinghamshire, England NG1 4BU Tel : 123456789

SITE PLAN

& Refurbishment.

Proposed Site Plan West Bridgeford, Nottingham 1:200@ A3

SCALE 1:200 29

Coach House Extension

4B

Craig Greogry - N0726862

17/05/18

CJG

C009

Technology & Design Studio 01.

n/a A

PROPOSED COACH HOUSE EXTENSION

TAG

RE

EXISTING COACH HOUSE STRUCTURE & FND/FLOOR CONSTRUCTION

X X X

Preliminary Client Approval Planning

Building Control Fire Precautions Pre-Tender

X X X

Measurement Tender Contract

X X X

X X

Site As Built

EXISTING COACH HOUSE (UNKNOWN FND LEVEL)

EXISTING BOUNDARY WALL (UNKNOWN FND LEVEL)

SUITABLE REBARS TO BE INSTALLED DURING FND LAYING, SPECIFIED BY STRUCTURAL ENGINEER & TO HAVE NOMINAL COVER.

FOUNDATION CONNECTION DETAIL SCALE 1:20

EXISTING SVP THICKENED LOCALLY UNDER PROPOSED FOUNDAITON

FOR PROPOSED & EXISTING FOUNDATION CONNECTION. SEE DETAIL, DWG REF C10

TFL 24.280m 2No. COURSES OF STANDARD GRADE 325 x 215 x 300mm THK FND ENGINEERING BLOCK, SUPPLIED VIA CELCON

TFL 24.280m

FOUL WATER RUN IC 02

ALL DRAWINGS ARE TO BE READ IN CONJUNCTION WITH EACH OTHER

2.

ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE STATED

3.

ALL LEVELS ARE IN METRES.

4.

ALL CONCRETE CONSTRUCTED TO BS 8500

5.

ALL FOUNDATIONS TO BE NARROW STRIP CLASS & SUITABLE REVETMENT WORKS PRIOR TO EXCAVATION

6.

ALL CONCRETE TO BE MINIMUM OF GEN 1 MIX: S4 CONSISTENCE CLASS.

7.

ALL FOUNDATION CONCRETE LAID AND COMPACTED BY HAND

8.

ALL MORTAR JOINTS TO BE SPECIFIED BY BS 998-2 8.1.

CLASS I UNDER DPC LAYER 8.2.

CLASS III ABOVE DPC LAYER

9.

All PROPOSED FOUNDATIONS CONNECTION TO THE EXISTING DWELLING; 9.1.

TO BE CALCULATED & SPECIFIED BY STRUCTURAL ENGINEER. 9.2.

SUFFICIENT SURVEY PRIOR TO EXCAVATION WORK BEGINNING.

225 x 625mm GEN 1 MIX CONCRETE STRIP FOUNDATION.

PROPOSED SVP, THICKENED LOCALLY AROUND FND.

IC 01

1.

A

Proposed drainage & SVP location

CJG

26/03/18

Mr A O'Roake

Mr R. Dundass

104 Arkwright Studio, Nottingham, Nottinghamshire, England NG1 4BU Tel : 123456789

Coach House Extension & Refurbishment.

PROPOSED FOUNDATION PLAN

GL 24.900m

SCALE 1:50

30

Proposed Foundaiton Plan West Bridgeford, Nottingham As Shown @ A3

4B

Craig Greogry - N0726862

17/05/18

CJG

C010

Technology & Design Studio 01.

n/a A

X X X

Preliminary Client Approval Planning

EXISTING COACH HOUSE

Building Control Fire Precautions Pre-Tender

X X X

Measurement Tender Contract

X X X

X X

Site As Built

EXISTING COACH HOUSE BEAM-OVER

G

E

H

BEAM-OVER

A

F

1.

ALL DRAWINGS ARE TO BE READ IN CONJUNCTION WITH EACH OTHER

2.

ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE STATED

3.

ALL LEVELS ARE IN METRES.

4.

ALL TIMBER TO BE MIN C16 STRENGTH & PRE-TREATED.

D

5. ALL TIMBER SOLEPLATES TO BE 5.1.

50 x 140mm THK C16 PIECES. 5.2.

PRETREATED AGAINST WEATHER & INSECT DAMAGE 5.3.

2400mm LONG (UNLESS OTHERWISE SPECIFIED)

A

C

HEAD BINDER LAYOUT

SCALE 1:100

6.

DPC TO BE APPLIED BEFORE FIXING TO SUBSTRUCTURE

7.

ALL TIMBER SOLEPLATES SECURED TO SUBSTRUCTURE WITH SUITABLE FIXINGS

8.

ALL DIMENSIONS ARE TAKEN FROM INTERNAL SIDE OF STRUCTURAL FACE

9.

TIMBER STUD FRAMES ARE TO BE DESIGNED & SPECIFIED BY OUTSIDE MANUFACTURE'S SPECIFCATION

EXISTING COACH HOUSE BEAMOVER BEAM-OVER

A

A

B

B

PROPOSED TIMBER FRAME LAYOUT

Mr A O'Roake

Mr R. Dundass

SCALE 1:50

104 Arkwright Studio, Nottingham, Nottinghamshire, England NG1 4BU Tel : 123456789

Coach House Extension & Refurbishment.

SOLEPLATE LAYOUT SCALE 1:100

31

Craig Greogry - N0726862

Proposed Soleplate Layout West Bridgeford, Nottingham AS SHOWN @ A3

4B

17/05/18

CJG

C011

Technology & Design Studio 01.

n/a -

B X X X

Preliminary

RE

Client Approval

TAG

Planning

7

Building Control Fire Precautions Pre-Tender

X X X

Measurement Tender Contract

X X X

X X

Site As Built

6 5 4 3 2 1

SEE NOTE 05

KITCHEN DINING AREA BEAM OVER

2200mm

EM BOX

2200mm

EXISTING STRUCTURE PRE-1900 MASONRY CONSTRUCTION.

2.

UNKNOWN INTERNAL DIMENSIONS & LAYOUT (NO INTERNAL SITE ANALYSIS)

3.

UNKNOWN EXISTING SERVICES, UNLESS SHOWN. 3.1.

INCLUDING WASTE REMOVAL SVP & DRAINAGE 3.2.

HEATING APPLIANCES 3.3.

GAS & ELECTRICAL LAYOUT 3.4.

POTABLE WATER SOURCE 3.5.

FINISHED FLOOR LEVEL & CONSTRUCTION. 3.6.

ROOF TRUSS LAYOUT.

4.

BEAM OVER

EXISTING STAIRWELL TO BE REDESIGNED & CONSTRUCTED TO CURRENT BUILDING REGULATIONS USING, APP DOC K 5.1.

RISE = 170mm 5.2.

GOING = 250mm

LOBBY D02

2400mm

6.

ALL PROPOSED EXTERNAL WALLS ARE TO BE CONSTRUCTED WITH 20mm THK KS KOOLTHERM (K118) SEE DWG C020 6.1.

PROVIDES CLASS 00 FIRERATING & PROTECTION

01 D01

W03

W02

7.

ALL WINDOWS SUPPLIED BY CRITTALL

8.

ALL DOORS SUPPLIED BY CRITTALL

9.

SOLA-TUBE TO BE INSTALLED VIA MANUFACTURES SPECIFICATIONS & ASTHETICALLY HIDDEN ON FIRST FLOOR.

PROPOSED TIMBER DECKING

DEMOLITION WORK

W04

EXISTING UNDERGROUND SERVICES

ALL EXISTING LANDSCAPING FEATURES ARE TO BE CONSIDERED VIA NHBC REGULATIONS.

5.

W01

GL + 25.000

1.

GL + 25.000

FOUL WATER RUN IC 02

REFURBISHMENT

LIVING ROOM 2400mm

GL + 24.900

A

B

B

DRAINAGE AMENDED

CJG

30/04/18

A

PROPOSED DRAINAGE LAYOUT

CJG

23/04/18

Mr A O'Roake

A

Mr R. Dundass

104 Arkwright Studio, Nottingham, Nottinghamshire, England NG1 4BU Tel : 123456789

IC 01

Coach House Extension & Refurbishment.

Proposed Ground Floor Plan West Bridgeford, Nottingham

GROUND FLOOR PLAN

1:50@ A3

SCALE 1:50 32

4B

Craig Greogry - N0726862

17/05/18

CJG

C012

Technology & Design Studio 01.

n/a B

B X X X

Preliminary

RE

Client Approval

TAG

Planning

SEE NOTE 09

Fire Precautions Pre-Tender

X X X

Measurement Tender Contract

X X X

X X

Site As Built

7

CUPBOARD

8 9 10 D03

W05

2200mm

BEDROOM 01

1.

EXISTING STRUCTURE PRE-1900 MASONRY CONSTRUCTION.

2.

UNKNOWN INTERNAL DIMENSIONS & LAYOUT (NO INTERNAL SITE ANALYSIS)

3.

UNKNOWN EXISTING SERVICES, UNLESS SHOWN. 3.1.

INCLUDING WASTE REMOVAL SVP & DRAINAGE 3.2.

HEATING APPLIANCES 3.3.

GAS & ELECTRICAL LAYOUT 3.4.

POTABLE WATER SOURCE 3.5.

FINISHED FLOOR LEVEL & CONSTRUCTION. 3.6.

ROOF TRUSS LAYOUT.

D04

W06

2200mm

BATHROOM

D06

EM BOX

Building Control

2200mm

1 2 3

4.

D05

ALL EXISTING LANDSCAPING FEATURES ARE TO BE CONSIDERED VIA NHBC REGULATIONS.

5.

EXISTING STAIRWELL TO BE REDESIGNED & CONSTRUCTED TO CURRENT BUILDING REGULATIONS USING, APP DOC K 5.1.

RISE = 170mm 5.2.

GOING = 250mm

6.

ALL PROPOSED EXTERNAL WALLS ARE TO BE CONSTRUCTED WITH 20mm THK KS KOOLTHERM (K118) SEE DWG C020 6.1.

PROVIDES CLASS 00 FIRERATING & PROTECTION

W07

01

7.

ALL WINDOWS SUPPLIED BY CRITTAL

8.

ALL DOORS SUPPLIED BY CRITTAL

9.

SOLA-TUBE TO BE INSTALLED VIA MANUFACTURES SPECIFICATIONS & ASTHETICALLY HIDDEN ON FIRST FLOOR.

W08

DEMOLITION WORK

FOUL WATER RUN IC 02

A IC 01

B

2400mm

B

DRAINAGE AMENDED

CJG

30/04/18

A

PROPOSED DRAINAGE LAYOUT

CJG

23/04/18

Mr A O'Roake

A

Mr R. Dundass

104 Arkwright Studio, Nottingham, Nottinghamshire, England NG1 4BU Tel : 123456789

2400mm ENSUITE

Coach House Extension & Refurbishment.

Proposed First Floor Plan West Bridgeford, Nottingham

FIRST FLOOR PLAN

1:50@ A3

SCALE 1:50 33

REFURBISHMENT

BEDROOM 02

D06

W09

EXISTING UNDERGROUND SERVICES

PROPOSED TIMBER DECKING

4B

Craig Greogry - N0726862

17/05/18

CJG

C013

Technology & Design Studio 01.

n/a B

B X X X

Preliminary Client Approval Planning

2No.195 x 97mm THK MADE TO MEASURE C16 EASI-JOIST FLOOR BEAMS @ STATED C/C

TIMBER STUD WALL

4000 x 195 x 97mm THK EASI-JOIST FLOOR BEAMS @ 600mm C/C (UNLESS OTHERWISE STATED) SUPPORTED VIA SUITABLE JOIST HANGER ATTACHED TO C16 TIMBER SOLE PLATE

Building Control Fire Precautions Pre-Tender

X X X

Measurement Tender Contract

X X X

X X

Site As Built

8No.4200x 195 x 97mm THK MADE TO MEASURE C16 EASI-JOIST FLOOR BEAMS @ 600mm C/C (UNLESS OTHERWISE STATED)

8No. 2400 x 35 x125mm THK C16 TIMBER "EASYBACK" PIECES, SECURED TO JOISTS WITH 6No. 50mm C/S FIXINGS

ALL DRAWINGS ARE TO BE READ IN CONJUNCTION WITH EACH OTHER.

2.

ALL DIMENSIONS & LEVELS ARE IN METRES UNLESS OTHERWISE STATED.

3.

ALL TIMBER EASI-JOISTS MANUFACTURED BY WOLF SYSTEMS (WS200) 3.1.

MADE TO MEASURE COMPONENTS FOR NON-STANDARD DIMENSIONS/SPACING 3.2.

BUILT TO MANUFACTURE'S SPECIFICATIONS TO TIMBER FRAME CONSTRUCTION

EXISTING COACH HOUSE & SUSPENDED TIMBER SUSPENDED FLOOR

JOIST HANGER ISOMETRIC DETAIL

1.

NTS

SERVICES: 4. ALL SERVICES TO BE HIDDEN & LAID INTO EASI-JOIST FRAMEWORK WITH SUITABLE PROTECTION FIRE PROTECTION: 5. SUITABLE FIREBLOCKS & FIRE PROTECTION METHODS TO BE INSTALLED AT JUNCTIONS & CONSTRUCTION LAPS. 5.1.

REFER TO APP DOC B, VOL 01

228mm THK EXTERNAL TIMBER STUD PARTITION WALL SEE DWG REF C20 FOR CONSTRUCTION LAYOUT

47x47mm THICK TOP CHORD RESTRAINT FIXED TO EASI-JOISTS WITH Z CLIPS TO MANUFACTURERS SPECIFICATIONS 195 x 97mm THK EASI-JOISTS FIXED WITH EASI-JOIST HANGER TO MANUFACTURERS SPECIFICATIONS TO EXT WALL 100mm THICK KNAUF EARTHWOOL ACOUSTIC ROLL FLOOR INSULATION BETWEEN EASI-JOISTS INSTALLED TO MANUFACTURERS SPECIFICATION

END BEARING DETAIL SCALE 1:20 34

DEMOLITION WORK

FOR FIRST FLOOR CONSTRUCTION SEE TECHNICAL DETAIL, DWG REF C020

REFURBISHMENT

8No. 2400 x 35 x125mm THK C16 TIMBER "EASYBACK" PIECES, SECURED TO JOISTS WITH 6No. 50mm C/S FIXINGS 16No. 2650 x 195 x 97mm THK C16 EASI-JOIST FLOOR BEAMS @ 600mm C/C (UNLESS OTHERWISE STATED) SEE JOIST HANGER DETAIL, DWG REF C014 A

Revision Description

140mm THK EXTERNAL INSULATED LOADBEARING TIMBER STUD WALL SEE END BEARING DETAIL, DWG REF C014

CJG

26/03/18

Mr A O'Roake

Mr R. Dundass

104 Arkwright Studio, Nottingham, Nottinghamshire, England NG1 4BU Tel : 123456789

Coach House Extension & Refurbishment.

PROPOSED FLOOR JOIST LAYOUT SCALE 1:50

Craig Greogry - N0726862

A

B

A

Proposed FloorJoist Layout West Bridgeford, Nottingham AS SHOWN @ A3

4B

17/05/18

CJG

C014

Technology & Design Studio 01.

n/a A

EXISTING ROOF STRUCTURE TO BE KEPT.

B

X X X

Preliminary Client Approval Planning

SOLA-TUBE INSTALLED INTO EXISTING ROOF STRUCTURE, FIXED TO MANUFACTURES SPECIFICATIONS, SEE NOTES 7 & 8.

DWG REF C021 FOR CONSTRUCTION DETAIL EXISTING ROOF LIGHT TO BE KEPT.

PROPOSED NEW RIDGE LINE TO COINCIDE WITH PROPOSED ROOF STRUCTURE

100x50mm THK C16 TIMBER JACK RAFTERS TO FORM AN INVERTED VALLEY, TO EXISTING ROOF STRUCTURE. (SEE NOTE 06)

X X X

Measurement Tender Contract

X X X

X X

Site As Built

2.

ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE STATED

3.

ALL TIMBER TO BE MIN C16 STRENGTH & PRE-TREATED.

4. ALL TIMBER WALLPLATES TO BE 4.1.

50 x 140mm THK C16 PIECES. 4.2.

PRETREATED AGAINST WEATHER & INSECT DAMAGE 4.3.

2400mm LONG (UNLESS OTHERWISE SPECIFIED) ALL EASI-JOIST TIMBER RAFTERS, TO BE MANUFACTURED BY "WOLF SYSTEMS" & LAID TO SPECIFICATIONS. SEE WOLF SYSTEM SPECIFICATIONS FOR CONNECTION DETAILS TO EASI-JOIST ROOF TRUSSES

INVERTED HIP ROOF EXTENSION TO EXSTING ROOF STRUCTURE, TO BE CALCULATED FOR LOADINGS BY STRUCTURAL ENGINEER.

SOLA-TUBES 8. PROPOSED SOLATUBE SYSTEMS ARE TO BE CONSTRUCTED & FITTED INTO ROOF SYSYEM, WITH ALL SERVICES & MECHANICAL COMPONENTS HIDDEN FROM VIEW.

T02

T02

T02

T02

2No.T02

7.

175 x75mm THK C16 TIMBER RIDGEBOURD RUNNING CENTRALLY ALONG PROPOSED ROOFLINE (SEE NOTE 5.1)

9.

ADDITIONAL PV16 SOLAR PHOTOVOLTAIC PANELS (SUPPLIED BY CLEARLINE FUSION) TO BE FITTED ONTO PROPOSED EXTENSIONS ROOF STRUCTURE, TO ADD IN ELECTRICAL SUPPLY FOR SOLATUBE LED LIGHTING

GUTTERING 10. DOWNPIPES ARE TO PENETRATE WALL AT FIRST FLOOR LEVEL, TO RUN AS SERVICES THROUGH EASI-JOIST FLOOR BEAM STRUCTURE; TO PROPOSED SURFACE WATER COLLECTION SYSTEM LOCATED EXTERNALLY.

10No. 2400 x 35 x125mm THK C16 TIMBER "EASYBACK" PIECES, SECURED TO JOISTS WITH 6No. 50mm C/S FIXINGS WITH 600mm OVERLAP 20No. 2415 x 195 x 97mm THK C16 EASI-JOIST ROOF RAFTERS @ 600mm C/C (UNLESS OTHERWISE STATED) CONNECTED TO TIMBER WALL PLATE & TIMBER RIDGEBOURD VIA MANUFACTURE'S SPECIFICATION, WITH 280mm OVERHANG (SEE DETAIL, DWG REF C021)

DEMOLITION WORK

140mm THK EXTERNAL INSULATED LOADBEARING TIMBER WALL & SOLE PLATE. (SEE DETAIL, DWG REF C020)

100mm Ø UPVC GUTTERING SYSTEM, SUPPLIED BY MARLEY ETERNET & FITTED TO MANUFACTURES SETTING ALONG EAVES WITH SUITABLE FIXINGS. (SEE NOTE 09)

T01 T01

6No. 2415 x 195 x 97mm THK C16 EASI-JOIST ROOF RAFTERS @ 600mm C/C (UNLESS OTHERWISE STATED) CONNECTED TO TIMBER WALL PLATE & TIMBER RIDGEBOURD VIA MANUFACTURE'S SPECIFICATION (SEE DETAIL, DWG REF C021)

35

Pre-Tender

ALL DRAWINGS ARE TO BE READ IN CONJUNCTION WITH EACH OTHER

5.1.

SCALE 1:50

Fire Precautions

1.

5.

PROPOSED ROOF JOIST LAYOUT

Building Control

REFURBISHMENT A

Revision Description

26/03/18

Mr A O'Roake

Mr R. Dundass

104 Arkwright Studio, Nottingham, Nottinghamshire, England NG1 4BU Tel : 123456789

FLAT ROOF SYSTEM

T01

CJG

Coach House Extension & Refurbishment.

T01

A

2No. T01

B

A

Proposed Roofplan West Bridgeford, Nottingham AS SHOWN @ A3

4B

Craig Greogry - N0726862

17/05/18

CJG

C015

Technology & Design Studio 01.

n/a A

X X X

Preliminary Client Approval Planning

Building Control Fire Precautions Pre-Tender

X X X

Measurement Tender Contract

X X X

X X

Site As Built

ROOF CONSTRUCTION & FINISH, SEE DETAIL DWG REF C021

PROPOSED BEDROOM 01

EXISTING DWELLING

WALL & SUSPENDED FLOOR CONSTRUCTION, SEE DETAIL DWG REF C020 DINING ROOM

PROPOSED LIVING AREA/STUDY

GL

A

SECTION A-A SCALE 1:50

Proposed room heights raised to 2400mm

CJG

26/03/18

Mr A O'Roake

GROUND FLOOR & FOUNDATION CONSTRUCTION, SEE DETAIL DWG REF C019

Mr R. Dundass

104 Arkwright Studio, Nottingham, Nottinghamshire, England NG1 4BU Tel : 123456789

Coach House Extension & Refurbishment.

Proposed Section A-A West Bridgeford, Nottingham 1:50@ A3

4B

36

Craig Greogry - N0726862

17/05/18

CJG

C016

Technology & Design Studio 01.

n/a A

X X X

Preliminary Client Approval Planning

X X X

Preliminary Client Approval Planning

Building Control Fire Precautions Pre-Tender

X X X

Measurement Tender Contract

X X X

Building Control Fire Precautions Pre-Tender

X X X

Measurement Tender Contract

X X X

X X

Site As Built

X X

Site As Built

ROOF CONSTRUCTION & FINISH, SEE DETAIL DWG REF C021

FRL + 29.558 RGL + 28.952 FL PROPOSED ENSUITE

FL PROPOSED BEDROOM 01

03 02 01

WALL & SUSPENDED FLOOR CONSTRUCTION, SEE DETAIL DWG REF C020 KITCHEN

DINING ROOM 08

TCL + 26.880

07 06 05

FL GL

FL PROPOSED LIVING AREA/STUDY

04 03 02 01

FFL + 25.100 FGL + 24.900

GROUND FLOOR & FOUNDATION CONSTRUCTION,SEE DETAIL DWG REF C019

ROOF CONSTRUCTION & FINISH, SEE DETAIL DWG REF C021

SECTION B-B SCALE 1:50

A

CJG 26/03/18 Proposed room heights raised to 2400mm

Mr A O'Roake

EGL + 24.422

Mr R. Dundass

104 Arkwright Studio, Nottingham, Nottinghamshire, England NG1 4BU Tel : 123456789

Coach House Extension & Refurbishment.

Proposed Section B-B West Bridgeford, Nottingham 1:50@ A3

4B

17/05/18

CJG

C017

n/a A

FRL + 29.558 RGL + 28.952 FL PROPOSED ENSUITE

FL PROPOSED BEDROOM 01

03 02 01

WALL & SUSPENDED FLOOR CONSTRUCTION, SEE DETAIL DWG REF C020 KITCHEN

DINING ROOM 08

TCL + 26.880

07 06 05

FL

04

FL

03

PROPOSED LIVING AREA/STUDY

GL

02 01

FFL + 25.100 FGL + 24.900

GROUND FLOOR & FOUNDATION CONSTRUCTION,SEE DETAIL DWG REF C019

SECTION B-B

A

CJG 26/03/18 Proposed room heights raised to 2400mm

Mr A O'Roake

EGL + 24.422

Mr R. Dundass

104 Arkwright Studio, Nottingham, Nottinghamshire, England NG1 4BU Tel : 123456789

Coach House Extension

SCALE 1:50

& Refurbishment.

Proposed Section B-B West Bridgeford, Nottingham 1:50@ A3

4B

37

Craig Greogry - N0726862

17/05/18

CJG

C017

Technology & Design Studio 01.

n/a A

ROOF CONSTRUCTION & FINISH, SEE DETAIL DWG REF C021

75 x 175mm THK TIMBER RIDGE BEAM, SECURED TO EASI-JOIST RAFTERS. MADE UP C16 TIMBER STUD WALL, TO FORM EXTENDED HEAD ROOM & GABLE END CONSTRUCTION.

37 x 80mm TIMBER BINDERS SECURED TO RIDGE BEAM AS FILLERS, BETWEEN ROOF CONSTRUCTION & BEAM.

120mm THK KINGSPAN KOOLTHERM (K112) INSULATED PANEL, PLACED INBETWEEN 140mm THK C16 INTERNAL TIMBER STUD FRAME.WITH PLASTER SKIM FINISHED, SECURED ONTO TIMBER FRAME WITH C/S SCREWS .

10mm THK ADVENTEC OSB BOARD WITH DUPONT AIRGUARD REFLECTIVE VAPOUR BARRIER MEMBRANE. 15mm THK T&G FLOOR BOARDS, SECURED TO PANEL WITH SUITABLE FIXINGS 15mm THK OSB BOARD LAID OVER & SECURED TO FLOOR EASI-JOIST ROOF BEAMS WITH SUITABLE FIXINGS 4000 x 195 x 97mm THK EASI-JOIST FLOOR BEAMS @ 600mm C/C (UNLESS OTHERWISE STATED) 120mm THK KINGSPAN KOOLTHERM (K70) INSULATED PANEL, PLACED INBWETWEEN TIMBER STUD FRAME.

FOR FIRST FLOOR CONNECTION DETAILS SEE DWG REF C020

12.5mm THK PLASTERBOARD, WITH 3mm PLASTER SKIM FINISH SECURED TO UNDERSIDE OF EASI-JOISTS. PROPOSED ENSUITE

2400 x 120 x 20mm THK TIMBER CLADDING SYSTEM (CLIENT'S REQUEST) FIXED TO 25x25mm TIMBER BATTON RAILS BEFORE ATTACHED TO EXTERNAL OSB BOARD.

KINGSPAN NILVENT BREATHABLE MEMBRANE, FIXED ONTO INSULATED PLASTERBOARD. 140mm THK C16 TIMBER STUD PARTITION WALL SECURED WITH SUITABLE FIXINGS & LAID ONTOP OF 140x100mm TIMBER SOLEPLATE SUITABLE FLASHING/DRIPTRAYS TO BE INSTALLED ALONG BOTTOM OF TIMBER CLADDING & FITTED TO MANUFACTURES SPECIFCATIONS

FOR EXTERNAL WALL BUILDUP SEE DETAIL, DWG REF C019 GL

120mm THK KINGSPAN KOOLTHERM (K112) INSULATED PANEL, PLACED INBWETWEEN TIMBER STUD FRAME. 10mm THK ADVENTEC OSB BOARD WITH DUPONT AIRGUARD REFLECTIVE VAPOUR BARRIER MEMBRANE SECURED ON WITH C/S SCREWS TO TIMBER STUD WALL.

PROPOSED SVP SUITABLEY ENCASED

32.5mm THK KINGSPAN KOOLTHERM (K118) INSULATED PLASTERBOARD WITH PLASTER SKIM FINISHED, SECURED TO TIMBER FRAME WITH .

140 x 2400 x 50mm THK C16 TIMBER SOLEPLATE, LAID ONTO BLOCK WORK WITH MORTAR.

Project: COACH HOUSE EXTENSION &

STANDARD GRADE 300 x 215 x 140mm THK FND BLOCK, SUPPLIED VIA CELCON PROPOSED LIVING AREA

Title:

REFURBISHMENT.

TECHNICAL CUT

2No. COURSES OF STANDARD GRADE 325 x 215 x 300mm THK FND ENGINEERING BLOCK, SUPPLIED VIA CELCON & LAID ONTO WITH FOUNDATION WITH TYPE I MORTAR 225 x 625mm GEN 1 MIX CONCRETE STRIP FOUNDATION

Scale @ A3:

Drawn:

CJG FOR GROUND FLOOR BUILDUP SEE DETAIL, DWG REF C019

1:20

Ch’kd:

Date:

17/05/2018 Time:

N/A Auth:

N/A Traced:

N/A Dwg No:

Rev:

C018

TECHNICAL CUT

N/A A

SCALE 1:20

011 Arkwright Studio, Nottingham Nottinghamshire, England, NG1 4BU Tel: 01234567890

38

Craig Greogry - N0726862

Technology & Design Studio 01

NATURAL BUFF STONE WALL CONSTRUCTION, LAID UP TO WINDOW CILL LEVEL, COLOUR TO CLIENT'S REQUEST

X X X

Preliminary

FOR WALL CONSTRUCTION SEE DWG REF C020

Client Approval Planning

Building Control Fire Precautions Pre-Tender

X X X

Measurement Tender Contract

X X X

X X

Site As Built

140 x 2400 x 50mm THK C16 TIMBER SOLEPLATE, LAID ONTO BLOCK WORK WITH MORTAR.

SUITABLE WALL CLIP, BEDDED IN MASONRY COURSING & SECURED TO EXTERNAL SIDE OF TIMBER STUD

100x19mm TIMBER BULLNOSE SKIRTING BOARD NAILED TO ROUGH GROUND

WEEP HOLE RYTONS RYTWEEP BEDDED IN MORTAR AT 900mm CENTRES

125x19mm THK OAK HW T&G TIMBER STRIP FLOORING 40mm THK SCREED, EVENLY LAID. 100mm THK KINGSPAN THERMAFLOOR (TF70) INSULATION LAID ONTOP OF DPM LAYER WITH 20mm THK PERIMETER INSULATION 175mm THK CONCRETE, GEN 1 MIX CONSISTENCE CLASS S2 1000 GAUGE POLYTHENE SHEET ONTOP OF 25mm THK SAND BLINDING & LAPPED WITH DPC (MIN 150mm ABOVE GL) 150mm THK WELL COMPACTED HARDCORE, LAID IN 2x75mm THK LAYERS STANDARD GRADE 300 x 215 x 140mm THK FND BLOCK, SUPPLIED VIA CELCON & LAID ONTO WITH FOUNDATION WITH MORTOR 2No. COURSES OF STANDARD GRADE 325 x 215 x 300mm THK FND ENGINEERING BLOCK, SUPPLIED VIA CELCON & LAID ONTO WITH FOUNDATION WITH TYPE I MORTAR

A

Revision Description

SCALE 1:5

Mr A O'Roake 104 Arkwright Studio, Nottingham, Nottinghamshire, England NG1 4BU Tel : 123456789

Coach House Extension & Refurbishment.

Ridge Technical Detail West Bridgeford, Nottingham 1:5@ A3

4B

39

Craig Greogry - N0726862

26/03/18

Mr R. Dundass

225 x 625mm GEN 1 MIX CONCRETE STRIP FOUNDATION, LAID BY HAND TO BS 8500

EXTERNAL WALL & FLOOR DETAIL

CJG

17/05/18

CJG

C019

Technology & Design Studio 01.

n/a A

EASI-JOIST WALL HANGERS SECURED ONTO 140 x 50mm C16 TIMBER SOLEPLATE & FIXED TO FLOOR JOIST VIA GALVANIZED PRESS-STUD FIXINGS (TO MANUFACTURES SPECIFICATIONS)

X X X

Preliminary Client Approval Planning

Building Control Fire Precautions Pre-Tender

X X X

Measurement Tender Contract

X X X

X X

Site As Built

15mm THK T&G FLOOR BOARDS, SECURED TO PANEL WITH C/S SCREWS 15mm THK OSB BOARD LAID OVER & SECURED TO FLOOR EASI-JOIST ROOF BEAMS WITH SUITABLE FIXINGS

4000 x 195 x 97mm THK EASI-JOIST FLOOR BEAMS @ 600mm C/C (UNLESS OTHERWISE STATED) 120mm THK KINGSPAN KOOLTHERM (K70) INSULATED PANEL, PLACED INBWETWEEN TIMBER STUD FRAME. 12.5mm THK PLASTERBOARD, WITH 3mm PLASTER SKIM FINISH SECURED TO UNDERSIDE OF EASI-JOISTS. 2400 x 120 x 20mm THK TIMBER CLADDING SYSTEM (CLIENT'S ASTHETIC RECOMMENDATION) FIXED TO 25x25mm TIMBER BATTON RAILS BEFORE ATTACHED TO EXTERNAL OSB BOARD. 32.5mm THK KINGSPAN KOOLTHERM (K118) INSULATED PLASTERBOARD WITH PLASTER SKIM FINISHED, SECURED ONTO TIMBER FRAME WITH C/S SCREWS .

KINGSPAN NILVENT BREATHABLE MEMBRANE, FIXED ONTO INSULATED PLASTERBOARD. 140mm THK C16 TIMBER STUD PARTITION WALL SECURED WITH SUITABLE FIXINGS & LAID ONTOP OF 140x100mm TIMBER SOLEPLATE

A

Revision Description

SUSPENDED FLOOR CONNECTION DETAIL

Mr A O'Roake

40

104 Arkwright Studio, Nottingham, Nottinghamshire, England NG1 4BU Tel : 123456789

Coach House Extension & Refurbishment.

Suspened Flr Technical Detail West Bridgeford, Nottingham 1:5@ A3

SCALE 1:5

4B

Craig Greogry - N0726862

26/03/18

Mr R. Dundass

1500 x 1200mm DOUBLE GLAZED WINDOW INSTALLED TO MANUFACTURES SPECIFICATION & SUPPLIED BY CRITTAL 10mm THK ADVENTEC OSB BOARD WITH DUPONT AIRGUARD REFLECTIVE VAPOUR BARRIER MEMBRANE SECURED ON WITH C/S SCREWS TO TIMBER STUD WALL.

CJG

17/05/18

CJG

C020

Technology & Design Studio 01.

n/a A

LIGHT TRACKER REFLECTOR, SOUTH FACING IN ROOF CONSTRUCTION, FITTED TO MANUFACTURES SPECIFICATIONS

X X X

Preliminary Client Approval Planning

TOP TUBE ANGLE ADAPTOR 0-30°, PROTRUDING THROUGH SUSPENDING CEILING / ROOF TRUSS CONSTRUCTION & SUITABLY FINISHED (ACCORDING TO ROOM SCHEDULES)

1.

Building Control Fire Precautions Pre-Tender

X X X

Measurement Tender Contract

X X X

X X

Site As Built

ALL DRAWINGS ARE TO BE READ IN CONJUNCTION WITH EACH OTHER.

2.

ALL TECHNICAL COMPONENTS HAVE BEEN REFERENCED VIA MANUFACTURES DWGS, BROCHURES & DOWNLOADABLE CONTENT. 2.1.

MANUFACTURER - SOLATUBE PRODUCTS

EXPANSION JOINT SEAL, SPECIFIED BY MANUFACTURE REQUIREMENT AROUND ROOF OPENING. EXPANSION TUBE, RUNNING THROUGH ROOF JOIST CONSTRUCTION TO DESIGNATED OPENING IN CEILING / ROOF JOIST.

3.

PROPOSED SOLATUBE SYSTEMS ARE TO BE CONSTRUCTED & FITTED INTO ROOF SYSYEM, WITH ALL SERVICES & MECHANICAL COMPONENTS HIDDEN FROM VIEW.

4.

ADDITIONAL PV16 SOLAR PHOTOVOLTAIC PANELS (SUPPLIED BY CLEARLINE FUSION) TO BE FITTED ONTO PROPOSED EXTENSIONS ROOF STRUCTURE, TO ADD IN ELECTRICAL SUPPLY FOR SOLATUBE LED LIGHTING

A

Revision Description

200 x 255 x 10mm THK GREY SLATE, SECURED TO 25x35mm TIMBER NOGGINS WITH C/S SCREWS 15mm THK OSB BOARD & VAPOUR BARRIER LAID OVER & SECURED TO EASI-JOIST ROOF BEAMS WITH SUITABLE FIXINGS 4000 x 195 x 97mm THK EASI-JOIST ROOF BEAMS @ 600mm C/C (UNLESS OTHERWISE STATED) 120mm THK KINGSPAN KOOLTHERM (K70) INSULATED PANEL, PLACED INBWETWEEN TIMBER STUD FRAME. 32.5mm THK KINGSPAN KOOLTHERM (K118) INSULATED PLASTERBOARD WITH PLASTER SKIM FINISHED, SECURED ONTO TIMBER FRAME WITH C/S SCREWS .

JUNCTION BOX ASSEMBLY INCLUDING DC DRIVER (ONLY REQUIRED FOR PRIMARY SYSTEM) BOTTOM TUBE ANGLE ADAPTOR 0-30°, PROTRUDING THROUGH SUSPENDING CIELING / ROOF TRUSS CONSTRUCTION & SUITABLEY FINISHED (ACCORDING TO ROOM SCHEDULES) SOLAR TUBE LED SYSTEM LUMINAIRE, FITTED & ASSEMBLED TO MANUFACTURES SPECIFICATIONS

26/03/18

Mr A O'Roake

Mr R. Dundass

104 Arkwright Studio, Nottingham, Nottinghamshire, England NG1 4BU Tel : 123456789

OCCUPANCY ROOM SENSOR (OPTIONAL TO CLIENTS SPECIFICATION)

Coach House Extension & Refurbishment.

SOLA-TUBE FITTING DETAIL

SolaTube Technical Detail West Bridgeford, Nottingham

SCALE 1:5

1:5@ A3

4B

41

CJG

Craig Greogry - N0726862

17/05/18

CJG

C021

Technology & Design Studio 01.

n/a A

X X X

Preliminary Client Approval Planning

AS BUILT BEAVER-GREEN HOUSE (ONGOING)

1.

2.

WHITE COATED TIMBER BARGEBOARD.

3.

GREY SLATE ROOFING.

4.

Building Control Fire Precautions Pre-Tender

X X X

Measurement Tender Contract

X X X

X X

Site As Built

EXISTING RED BRICK VICTORIAN MASONRY EXTERNAL FINISH. ALL OPENINGS ARE TIMBER FRAME CONSTRUCTION. ALL GUTTERING HAS BEEN UPDATED TO BLACK UPVC MATERIAL ROOF MATERIAL IS A GREY/BLACK CERAMIC SLATE.

100mm Ø BLACK UPVC DRAINAGE

EXISTING DWELLING

TIMBER CLADDING SYSTEM BUFF NATURAL STONE FACING

B

ROOF REDESIGN

CJG

30/04/18

A

SHADOWS ALTERED

CJG

23/04/18

Mr A O'Roake

Mr R. Dundass

104 Arkwright Studio, Nottingham, Nottinghamshire, England NG1 4BU Tel : 123456789

EAST ELEVATION SCALE 1:50

Coach House Extension & Refurbishment.

Proposed East Elevation West Bridgeford, Nottingham 1:50@ A3

4B

42

Craig Greogry - N0726862

17/05/18

CJG

C022

Technology & Design Studio 01.

n/a B

X X X

Preliminary Client Approval Planning

MARLEY ETERNET CLAY RIDGE TILES GREY SLATE ROOFING.

1.

2.

3.

4.

Building Control Fire Precautions Pre-Tender

X X X

Measurement Tender Contract

X X X

X X

Site As Built

EXISTING RED BRICK VICTORIAN MASONRY EXTERNAL FINISH. ALL OPENINGS ARE TIMBER FRAME CONSTRUCTION. ALL GUTTERING HAS BEEN UPDATED TO BLACK UPVC MATERIAL ROOF MATERIAL IS A GREY/BLACK CERAMIC SLATE.

PV16 SOLAR PHOTOVOLTAIC PANELS

PROPOSED SOLA-TUBE FIXTURE

TIMBER CLADDING SYSTEM FL

FL

SVP DOWNPIPE

EXISTING HEDGEROW KEPT TO NHBC REGULATIONS

EXISTING DWELLING

FL

FL

FL

BUFF NATURAL STONE FACING GL

SOUTH ELEVATION

B

ROOF REDESIGN

CJG

30/04/18

A

SHADOWS ALTERED

CJG

23/04/18

ENTRANCE LOBBY, SAME FACADE AS GROUND FLOOR

Mr A O'Roake

Mr R. Dundass

SCALE 1:50

104 Arkwright Studio, Nottingham, Nottinghamshire, England NG1 4BU Tel : 123456789

Coach House Extension & Refurbishment.

Proposed South Elevation West Bridgeford, Nottingham 1:50@ A3

4B

43

Craig Greogry - N0726862

17/05/18

CJG

C023

Technology & Design Studio 01.

n/a B

X X X

Preliminary Client Approval Planning

1.

2.

3.

4.

Building Control Fire Precautions Pre-Tender

X X X

Measurement Tender Contract

X X X

X X

Site As Built

EXISTING RED BRICK VICTORIAN MASONRY EXTERNAL FINISH. ALL OPENINGS ARE TIMBER FRAME CONSTRUCTION. ALL GUTTERING HAS BEEN UPDATED TO BLACK UPVC MATERIAL ROOF MATERIAL IS A GREY/BLACK CERAMIC SLATE.

EXISTING DWELLING

WEST ELEVATION

SCALE 1:50

B

ROOF REDESIGN

CJG

30/04/18

A

SHADOWS ALTERED

CJG

23/04/18

Mr A O'Roake

Mr R. Dundass

104 Arkwright Studio, Nottingham, Nottinghamshire, England NG1 4BU Tel : 123456789

Coach House Extension & Refurbishment.

Proposed West Elevation West Bridgeford, Nottingham 1:50@ A3

4B

44

Craig Greogry - N0726862

17/05/18

CJG

C024

Technology & Design Studio 01.

n/a B

X X X

Preliminary Client Approval Planning

Building Control Fire Precautions Pre-Tender

X X X

Measurement Tender Contract

X X X

X X

Site As Built

MARLEY ETERNET CLAY RIDGE TILES GREY SLATE ROOFING. 1.

2.

3.

4.

EXISTING RED BRICK VICTORIAN MASONRY EXTERNAL FINISH. ALL OPENINGS ARE TIMBER FRAME CONSTRUCTION. ALL GUTTERING HAS BEEN UPDATED TO BLACK UPVC MATERIAL ROOF MATERIAL IS A GREY/BLACK CERAMIC SLATE.

100mm Ø BLACK UPVC DRAINAGE PROPOSED SOLA-TUBE FIXTURE

EXISTING DWELLING

GL

NORTH ELEVATION SCALE 1:50

BUFF NATURAL STONE FACING TIMBER CLADDING SYSTEM

B

ROOF REDESIGN

CJG

30/04/18

A

SHADOWS ALTERED

CJG

23/04/18

Mr A O'Roake

Mr R. Dundass

104 Arkwright Studio, Nottingham, Nottinghamshire, England NG1 4BU Tel : 123456789

Coach House Extension & Refurbishment.

Proposed North Elevation West Bridgeford, Nottingham 1:50@ A3

4B

45

Craig Greogry - N0726862

17/05/18

CJG

C025

Technology & Design Studio 01.

n/a B

X X X

Preliminary Client Approval Planning

Doors & Windows Schedule: Coach House Extension.

Internal or External

Material

Opening Condition

Additional Information

Ground Floor, Entrance

1

1250

1300

External

Mild steel

Fixed Light

RAL colour finish

X

Ground Floor, Entrance

1

1600

1300

External

Mild steel

Fixed Light

RAL colour finish

W 03

X

Ground Floor, Living Area

1

1150

1500

External

Mild steel

Fixed Light

RAL colour finish

W 04

X

Ground Floor, Living Area

1

2350

1500

External

Mild steel

Fixed Light

RAL colour finish

Reference Number

Existing or Proposed

Location

W 01

X

W 02

QTY

W (mm)

H (mm)

W 05

X

First Floor, Cupboard

1

1200

500

External

Mild steel

Fixed Light & Top Hung Casement

RAL colour finish

W 06

X

First Floor, Bathroom

1

1100

500

External

Mild steel

Fixed Light & Top Hung Casement

Frosted Glass, RAL colour finish

W 07

X

First Floor, Bathroom

1

1100

1100

External

Mild steel

Top-Hung casment

Skylight, RAL colour finish

W 08

X

First Floor, Bed 02

1

2350

820

External

Mild steel

Fixed Light

RAL colour finish

W 09

X

First Floor, Bed 02

1

2350

820

External

Mild steel

Fixed Light

RAL colour finish

W 10

X

First Floor, Ensuite

1

500

820

External

Mild steel

Fixed Light & Top Hung Casement

Frosted Glass, RAL colour finish

D 01

X

Ground Floor, Entrance

1

920

2100

External

Mild steel

Left Side Hung Casement

Proposed Extension's Crittal Door set & RAL finish

X

Ground Floor, Extension

1

920

2100

Internal

Timber

Right Side Hung Casement

Proposed living area. Wood stained

D 03

X

First Floor, Cupboard

1

920

2100

Internal

Timber

Left Side Hung Casement

Existing doorframe, Wood stained reapply.

D 04

X

First Floor, Bathroom

1

920

2100

Internal

Timber

Right Side Hung Casement

Existing doorframe, Wood stained reapply & pretreated

1

920

2100

Internal

Timber

Right Side Hung Casement

Proposed. Wood stained

Timber

Left Side Hung Casement

Proposed. Wood stained

Timber

Left Side Hung Casement

Proposed. Wood stained & pretreated

D 02

D 05

X

First Floor, Bedroom 01

D 06

X

First Floor, Bedroom 02

D 07

X

First Floor, Ensuite

1 1

920 920

2100 2100

Internal Internal

Building Control Fire Precautions Pre-Tender

X X X

Measurement Tender Contract

X X X

X X

Site As Built

1.

ALL DRAWINGS ARE TO BE READ IN CONJUNCTION WITH EACH OTHER.

2.

ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE STATED.

3.

ALL OPENINGS ARE TIMBER FRAME CONSTRUCTION. 3.1.

BUILT INTO PROPOSED TIMBER STUD FRAMES 3.2.

CRITTAL OPENINGS BUILT TO MANUFACTURES' SPECIFICATIONS INTO TIMBER FRAMES (SEE DETALS).

MANUFACTURE'S SPECIFICATION: ACOUSTIC: DOUBLE GLAZING GLASS 28-30 dB FIRE RESISTANCE: 60 Min FR TO BS 476 pt 22:1987 THERMAL: MANUFACTURE'S SPECIFICATION TO PART L OF BR. CONDENSATION: N/A WITH CRITTAL SYSTEMS. IF CONDENSATION OCCURS, WILL BE PRESENT IN THE WINDOW FRAME ITSELF. VENTILATION APPLIED IF NEEDED.

OUTSIDE

OUTSIDE GLAZING BEAD 12255 SECTION FOR 24MM GLASS (SHOWN)

IGU

12254 SECTION FOR 16 & 18MM GLASS

SILICONE CAP

Mr A O'Roake Mr R. Dundass

DISTANCE PIECES

104 Arkwright Studio, Nottingham, Nottinghamshire, England NG1 4BU Tel : 123456789

TAPE (TIMBER SUB-FRAME, MADE TO MANUFACTURE) SETTING BLOCK

BEAD CLIPS

Coach House Extension & Refurbishment.

DOOR & WINDOW SCHEDULE West Bridgeford, Nottingham AS SHOWN @ A3

4B

46

Craig Greogry - N0726862

17/05/18

CJG

C026

Technology & Design Studio 01.

n/a A

X X X

Preliminary Client Approval Planning

7

6 5 4 3 2 1

X X X

Building Control Fire Precautions Pre-Tender

Measurement Tender Contract

X X X

X X

Site As Built

CUPBOARD

DINING ROOM

BEDROOM 01 EM BOX

EM BOX BATHROOM KITCHEN

1.

ALL DRAWINGS ARE TO BE READ IN CONJUNCTION WITH SUBMITTED DRAWING PACKAGE

2.

ALL FIRST FLOOR SERVICES ARE TO BE LOCATED WITHIN EASI-JOIST FLOOR BEAMS, MANUFACTURED BY WOLF-SYSTEMS 2.1.

SUITABLY INSULATED & WITH PROTECTIVE COVERINGS. 2.2.

BUILT TO CONTRACTOR'S SPECIFICATION

LOBBY

3.

LIVING ROOM

BEDROOM 02

ENSUITE

GROUND FLOOR PLAN

ELECTRICAL SYSTEM IS TO BE CONNECTED TO EXISTING SERVICES LOCATED IN DWELLING 3.1.

SITE INVESTIGATION WILL BE NEEDED FOR EXISTING ELECTRICAL LAYOUT & DISPOSITION 3.2.

ELCTRICAL DISTRUBUTION BOX TO BE UPDATED & REINSTALLED. 3.3.

DEMOLITION WORK WILL BE NEEDED FOR PROPOSED SOLA-TUBES TO BE INSTALLED THROUGH EXISTING FIRST FLOOR & ROOF CONSTRUCTION.

FIRST FLOOR PLAN SCALE 1:100

SCALE 1:100

LUMINARIES 2-WAY POWER SOCKET 2 WAY LIGHT SWITCH SOLA-TUBES INSTALLED TO MANUFACTURES SPECIFICATIONS

Mr A O'Roake

Mr R. Dundass

104 Arkwright Studio, Nottingham, Nottinghamshire, England NG1 4BU Tel : 123456789

Coach House Extension & Refurbishment.

Prop' Electrical System Layout West Bridgeford, Nottingham 1:100@ A3

4B

47

Craig Greogry - N0726862

17/05/18

CJG

E001

Technology & Design Studio 01.

n/a A

RE

RE

TAG

TAG

X X X

Preliminary Client Approval Planning

7

6 5 4 3 2 1

Building Control Fire Precautions Pre-Tender

X X X

Measurement Tender Contract

X X X

X X

Site As Built

CUPBOARD

BEAMOVER

KITCHEN

EM BOX

BEDROOM 01 DINING ROOM EM BOX BATHROOM

1.

ALL DRAWINGS ARE TO BE READ IN CONJUCTION WITH SUBMITTED DRAWING PACKAGE.

2.

ALL DOMESTIC DRAINAGE TO BE UPVC MATERIAL & FITTED TO MANUFACTURES SPECIFICATIONS WITHIN BATHROOM/ENSUITE.

3.

BATHROOM FITTINGS TO BE CHOSEN

BY CLIENT & INSTALLED TO MANUFACTURERS SPECIFICATION.

4.

KITCHEN FITTINGS TO BE CHOSEN BY CLIENT & INSTALLED TO MANUFACTURERS SPECIFICATION

BEAMOVER LOBBY

LIVING ROOM

BEDROOM 02

FOUL WATER RUN IC 02

FOUL WATER RUN

IC 01

IC 02

IC 01

D08

DRAINAGE: 5. ALL DRAINAGE WORKS TO BE IN ACCORDANCE WITH BS EN 12056 & 752 6.

ALL PROPOSED GUTTER DRAINAGE IS TO BE 100mm DIA UPVC PIPEWORK AND DRAINAGE OUTLETS TO BE 63mm DIA

7.

ALL PROPOSED UNDERGROUND DRAINAGE PIPEWORK TO BE VITRIFIED CLAY BY HEPWORTH NOMINAL 100mm DIAMETER UNLESS STATED OTHERWISE

8.

ALL DRAINAGE PIPEWORK TO BE BEDDED IN GRANULAR MATERIAL AGGREGATE CLASS F BEDDING 10mm

2400mm ENSUITE

GROUND FLOOR PLAN

FIRST FLOOR PLAN SCALE 1:100

SCALE 1:100

SANITARY PIPEWORK NOTES: BATHROOM:

WHB TO DRAIN VIA 32mm DIAM OUTLET TO A BOTTTLE TRAP TO A COMMON WASTE PIPE 40mm DIA FROM BATH TO 100mm DIA STACKPIPE (SVP) W/C TO DRAIN VIA 100mm DIA WC CONNECTOR AND BRANCH TO 100mm DIA STACK BATH/SHOWER TO DRAIN VIA 40mm OUTLET TO BATH TRAP TO 40mm DIA WASTE TO 100mm STACKPIPE (SVP) A

Revision Description

CJG

26/03/18

KITCHEN: Mr A O'Roake

SINK TO DRAIN VIA A 40mm DIA OUTLET TO A BOTTTLE TRAP TO 40mm DIA COMMON WASTE PIPE (THROUGH WALL TO VERTICAL PIPE TO GULLY)

Mr R. Dundass

104 Arkwright Studio, Nottingham, Nottinghamshire, England NG1 4BU Tel : 123456789

GENERALLY: Coach House Extension

ALLOW ACCESS CAPS AT ALL CHANGES OF DIRECTIONS

& Refurbishment.

STACK TO CONNECT TO DRAIN SYSTEM VIA A REST BEND

Proposed Drainage Layout West Bridgeford, Nottingham

TRAPS TO WASTE FITTINGS TO BE 75mm DEEP UNLESS OTHERWISE STATED

1:100@ A3

4B

48

Craig Greogry - N0726862

17/05/18

CJG

M001

Technology & Design Studio 01.

n/a A

X X X

Preliminary Client Approval Planning

Building Control Fire Precautions Pre-Tender

X X X

Measurement Tender Contract

X X X

X X

Site As Built

TA 7

TB

6 5 4 3 2 1 CUPBOARD

BEAMOVER

NEWLY INSTALLED COMBI-BOILER LOCATED IN KITCHEN

EM BOX

BEDROOM 01 DINING ROOM EM BOX BATHROOM

1.

KITCHEN BEAMOVER

ALL DRAWINGS ARE TO BE READ IN CONJUNCTION WITH SUBMITTED DRAWING PACKAGE

2.

ALL FIRST FLOOR SERVICES ARE TO BE LOCATED WITHIN EASI-JOIST FLOOR BEAMS, MANUFACTURED BY WOLF-SYSTEMS 2.1.

SUITABLY INSULATED & WITH PROTECTIVE COVERINGS. 2.2.

BUILT TO CONTRACTOR'S SPECIFICATION

LOBBY

LIVING ROOM

3.

HEATING SYSTEM IS TO BE A SEALED SYSTEM 3.1.

CONNECTED TO NEWLY INSTALLED COMBI-BOILER SYSTEM LOCATED IN KITCHEN.

BEDROOM 02

D08 2400mm ENSUITE

GROUND FLOOR PLAN

FIRST FLOOR PLAN SCALE 1:100

SCALE 1:100

A

Revision Description

CJG

26/03/18

Mr A O'Roake Mr R. Dundass

104 Arkwright Studio, Nottingham, Nottinghamshire, England NG1 4BU Tel : 123456789

Coach House Extension & Refurbishment.

Prop' Heating System Layout West Bridgeford, Nottingham 1:100@ A3

4B

49

Craig Greogry - N0726862

17/05/18

CJG

M002

Technology & Design Studio 01.

n/a A

50

Craig Greogry - N0726862

Technology & Design Studio 01.

51

Craig Greogry - N0726862

Technology & Design Studio 01.

52

Craig Greogry - N0726862

Technology & Design Studio 01.

53

Craig Greogry - N0726862

Technology & Design Studio 01.