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Medium-dense block / Kingspan full-fill

NOTES

Kingspan / Timber frame

plaster 12.5mm blockwork (K=0.570W/mK) rockwool full-fill cavity insulation 100mm, K= 0.037W/mK blockwork timber battens breather membrane timber cladding

plaster 12.5mm blockwork (K=0.570W/mK) kingspan kooltherm k8 cavity board 65mm (R=3.05m2.K/W, K=0.021W/mK) cavity void 35mm blockwork timber battens breather membrane timber cladding

U-value = 0.296 W/m2.K

U-value = 0.253 W/m2.K

Light weight block / Rockwool full-fill

Light weight block / Kingspan partial-fill

384.5

349.5

plaster 12.5mm blockwork (K=0.570W/mK) kingspan kooltherm k8 cavity board 65mm (R=3.05m2.K/W, K=0.021W/mK) blockwork timber battens breather membrane timber cladding

U-value = 0.266W/m2.K Light weight block / Kingspan full-fill

384.5

246.5

384.5

Pavatex wood fibre boards / Timber frame

Rockwool between rafters

U-value = 0.219 W/m2.K

inside

outside

outside

plaster board 12.5mm vapour barrier services void 35mm timber studs 50mm x 140mm kingspan kooltherm k12 framing board105mm chipboard 12mm breather membrane timber battens timber cladding

plaster board 12.5mm timber battens 25mm x 40mm service void 25mm racking board incl. airtightness detail 12mm nbt pavaflex insulation between timber studs 140mm (K=0.038W/mK) nbt pavatherm plus 60mm (K=0.043W/mK) breather membrane vertical timber battens 40mm x 40mm timber cladding

plasterboard 12.5mm timber battens 25mm x 40mm services gap 25mm vapour barrier panel-line 6mm I-joist structure 240mm x 60mm (flange= 45mm x 60mm) warmcel 500 insulation 240mm (K=0.040W/mK) panel-vent 12mm breather membrane timber battens 40mm x 40mm timber cladding

outside

plasterboard 12.5mm timber battens 25mm x 40mm services gap 25mm vapour barrier wood based panel 15mm I-joist structure, pre-insulated stud 240mm x 60mm (flange= 45mm x 60mm) steico-flex insulation 240mm (K=0.038W/mK) panel-vent 12mm breather membrane timber battens 50mm x 50mm timber cladding

349.5

Pavatex wood fibre boards between and above rafters

plaster 12.5mm blockwork (K=0.180W/mK) kingspan kooltherm k8 cavity board 65mm (R=3.05m2.K/W, K=0.021W/mK) blockwork timber battens breather membrane timber cladding

U-value = 0.228 W/m2.K

U-value = 0.252 W/m2.K

U-value = 0.162 W/m2.K Warmcel paper insulation / I beams

U-value = 0.154 W/m2.K Steico I beam joists and insulation system

Rev Date

Revision

Drawn By

25

U-value = 0.250 W/m2.K

plaster 12.5mm blockwork (K=0.180W/mK) kingspan kooltherm k8 cavity board 65mm (R=3.05m2.K/W, K=0.021W/mK) cavity void 35mm blockwork timber battens breather membrane timber cladding

Steico I beam joists and insulation system

outside

U-value = 0.195 W/m2.K plaster 12.5mm blockwork (K=0.180W/mK) rockwool full-fill cavity insulation 100mm, K= 0.037W/mK blockwork timber battens breather membrane timber cladding

Warmcel paper insulation / I beams inside

inside

inside 384.5

Th is dra wing has been p roduced for the cl ient for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the c lient and wil l have a co m men su rate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g i s no t in tended fo r use by any o ther pe rson or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. I nkpen Down ie Arch itecture &Des ign accept no liabi lity whatsoever i f th is d raw ing is used by any other person o r fo r a n y o t h e r p u r p o s e.

386.5

Medium-dense block / Kingspan partial-fill

I-BEAM STRUCTURE

378

Medium-dense block / Rockwool full-fill

CONVENTIONAL TIMBER FRAME

331.5

BLOCKWORK CAVITY WALL

D o not sca le di mens ions off dra wings. Use w rit ten or ca lcu lated d imensions. The cont rac tor i s responsible for checking a ll dimensions be fo re ordering or start ing work .

Kingspan between and under rafters

Inkpen Downie Architecture & Design Ltd 2 Balkerne House

Balkerne Passage

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

50

Tel 01206 577 244 arch@inkpendownie.co.uk Draw ing S ta tus

FOR INFORMATION Project

neo pantiles timber battens breather membrane counter battens rockwool flexi fully filling depth of the rafters 175mm (K=0.038W/mK) vapour control layer plaster board 12.5 mm

neo pantiles timber battens sarking felt rafter ventilated air space (50mm min) above insulation to current building regs standards timber batten kingspan kooltherm k7 pitched roof board between rafters 125mm (R=5.95m2.K/W, K=0.021W/mK) kingspan kooltherm k18 insulated dry-lining board under rafters comprising 25mm insulation & 12.5mm plasterboard (R=1.15m2.K/W - K=0.023W/mK)

neo pantiles timber battens counter battens - min 25mm for ventilation nbt pavatape nbt isolair 35mm (K=0.047 W/mK) nbt pavaflex insulation between rafters 175mm (K=0.038 W/mK) nbt siga majpell airtightness membrane timber battens 25mm x 40mm service void 25mm plasterboard 12.5mm

neo pantiles timber battens counter battens - min 25mm for ventilation breather membrane panel-vent 12mm warmcel 300 insulation 240mm (K=0.035W/mK) I-joist structure 240mm x 60mm (flange= 45mm x 60mm) siga airtightness membrane timber battens 25mm x 40mm services gap 25mm plasterboard 12.5mm

neo pantiles timber battens counter battens - min 25mm for ventilation breather membrane panel-vent 12mm steico-flex insulation 240mm (K=0.038W/mK) I-joist structure 240mm x 60mm (flange= 45mm x 60mm) wood based panel 15mm vapour barrier timber battens 25mm x 40mm services gap 25mm plasterboard 12.5mm

Debden Memorial Hall Replacement Village Hall Client

The New Memorial Hall Project Committee Cad File

Mac 7/1004

Scale

Drawn By / D a t e

1:20

ST/Aug 10

Checked By / Date

Tit le

Wall and Roof Build-up Options and U-Values D r a w i n g N o.

R e v N o.

A/1004/SK/10 U-value = 0.296 W/m2.K

U-value = 0.172 W/m2.K

U-value = 0.195 W/m2.K

U-value = 0.153 W/m2.K

U-value = 0.160 W/m2.K

Co p yri ght re se r ve d b y In kp en D ow ni e A r chit ect ur e & De si gn. Thi s dr awi ng s hal l not be re pr odu c ed o r u s ed w itho ut p ri or pe r mi s sio n of th e p art ne rs hi p.


Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work. This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

NOTES

kitchen & wc

meeting room

store

view from The Street

St MARY'S CHURCH EAST BERGHOLT

Rev Date

Revision

Drawn By

Inkpen Downie Architecture & Design Ltd 2 Balkerne House

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

Drawing Status

partition abutts arcade columns

Project

The Priory Church of St Mary Bungay Client

Friends of St Mary's Bungay view up through meeting room roof

Cad File

Scale

Mac 6

1:100 @ A1 March 2010

Drawn By / D a t e

Checked By / Date

BD March 2010

Title

floor plan and views of St Marys Church, East Bergholt D r a w i n g N o.

R e v N o.

1005/sk/02 Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work. This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

NOTES

kitchen & wc

meeting room

EAST BERGHOLT

WCs up cupbds

cupbds

south aisle

vestry organ

sink

choir vestry

kitchen & tower access

bell chamber over ladder to ringing chamber switches

priory ruins altar

up

up u p

nave

views in & out from St Marys Street meeting room

font

chapel north aisle

up

porch orc chamber mberr over m ov

ST MARYS 1

WCs up

vestry organ

cupbds

cupbds

south aisle

sink

choir vestry

store & tower access

bell chamber over ladder to ringing chamber switches

priory ruins altar

up

nave

up up

views in & out from St Marys Street meeting room

TRANSPARENCY

store

Rev Date

Revision

Drawn By

Inkpen Downie Architecture & Design Ltd 2 Balkerne House

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

Drawing Status

Project

The Priory Church of St Mary Bungay Client

font

chapel north aisle

kitchen up

Friends of St Mary's Bungay Cad File

Scale

Mac 6

1:100 @ A1 March 2010

Drawn By / D a t e

Checked By / Date

BD March 2010

porch orc chamber mberr over m ov

Title

ST MARYS 2

comparative strategies D r a w i n g N o.

R e v N o.

1005/sk/03 Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work. This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

NOTES

up

vestry organ

cupbds

cupbds

south aisle

sink

choir vestry bell chamber over

ladder to ringing chamber switches

priory ruins up

altar

up

south aisle

nave

font

chapel north aisle

up

porch chamber over

Rev Date

0 metres

5

Revision

Drawn By

up 10

approximate scale

Inkpen Downie Architecture & Design Ltd 2 Balkerne House

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

Drawing Status

Project

The Priory Church of St Mary Bungay south aisle

nave

Client

north aisle

Friends of St Mary's Bungay Cad File

Scale

Mac 6

1:100 @ A1 March 2010

Drawn By / D a t e

Checked By / Date

BD March 2010

Title

floor plan and typical section D r a w i n g N o.

R e v N o.

1005/sk/01 Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work.

view 1 up

vestry

cupbds

FEMALE WC

cupbds

south aisle

C H

organ

view 2

MALE WC

sink

KITCHEN choir vestry

This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

NOTES

bell chamber over

ladder to ringing chamber switches

1200

view 5 PANTRY

view 3

priory ruins up u p

altar

nave

up

view 3

MEETING

view 4

view 2 view 4

font

chapel north aisle view 1

view 5

up

DESIGN OPTION 1

porch chamber over

view 1 0 metres me met m etres es

5

up 10

app app pproxim oximate ate sca scale le e approximate

DESIGN OPTION 2

up cupbds

south aisle

vestry

cupbds

FEMALE WC

sink

choir vestry bell chamber over

Rev Date

view 2

organ

view 3

MALE WC 1200

view 5

view 3

Drawn By

Inkpen Downie Architecture & Design Ltd 2 Balkerne House

priory p rio oryy ruins ru uiinss

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

altar

up

MEETING

nave

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

up Drawing Status

PRELIMINARY view 2

view 4

Project

The Priory Church of St Mary Bungay

view 5 C

KITCHEN

Client

H

font

chapel north aisle 1200

view 4

Revision

ladder to ringing chamber switches

view 1

Friends of St Mary's Bungay Cad File

Scale

Mac 7

1:100 @ A1 ST/Apr 2010

Drawn By / D a t e

Checked By / Date

Title

Design Options 1 & 2 up

porch chamber over

D r a w i n g N o.

R e v N o.

1005/SK/04 Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work. This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

NOTES

10335.1

DEMOUNTABLE STORAGE

ROOF FORM TO DRAMA STUDIO TO REFLECT THAT OF CHURCH & PROVIDE NATURAL VENTILATION & POSSIBLE LIGHTING

4600

DEMOUNTABLE STORAGE

MEETING / OFFICE /CHANGING

MEETING / OFFICE / CHANGING

AERIAL PERSPECTIVE

ADAPTED WC

WC STAGE WC

KITCHEN

PLANTING

ENTRANCE CANOPY WITH SOLAR & PHOTOVOLTAIC PANELS WESLEY HALL

TREATMENT TO FACE OF HALL AND ACROSS ENTRANCE AREA TO UNIFY BUILINGS This could be carried out in a way which improves the thermal performance of the existing building

STORE

ENTRANCE AREA DESIGNED TO BE ADAPTED LATER TO PROVIDE SINGLE LOBBY ENTRANCE TO BOTH HALLS

PLANT ROOM

RAMPED PAVING TO PROVIDE LEVEL ACCESS & PEDESTRIAN ZONE CDRC OFFICE

VIEW FROM CARPARK WC

ENTRANCE LOBBY KITCHEN

DRAMA STUDIO

CHANGE IN MATERIALS TO SIGNIFY PEDESTRIAN AREA

16762.5

DRAMA ROOM

PLANTING SEATING

SEATING

DISABLED SEATING

PLANTING

SEATING

PLANTING

GARDEN & PERFORAMCE COURTYARD

WALL TO UNIFY DIFFERENT ENTRANCES WITH CLEAR GRAPHICS FEMALE WC

Rev Date

Revision

Drawn By

MALE WC

KITCHEN

ADAPTED WC LOBBY

STORE

HALL

STORE

LOBBY

ENTRANCE

Inkpen Downie Architecture & Design Ltd

VESTRY

UNIFIED ENTRANCE

2 Balkerne House

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

Drawing Status CHURCH

Project

The Methodist Church. Loughton New Arts Centre Client

SLIDING FOLDING GLAZED DOORS TO OPEN FULLY AND PROVIDE COMPLETELY OPEN ASPECT TO GARDEN PERFORMANCE COURTYARD

LMC & CDRC Cad File

Mac 3 SEATING

Scale

Drawn By / D a t e

1:XX

JULY 2010

Checked By / Date

Title

Preliminary Drawing

DISABLED PARKING SCREEN BY TREE AND PLANTING

Site Plan and Perspectives

SITE PLAN

D r a w i n g N o.

VIEW of DRAMA STUDIO FROM GARDEN

R e v N o.

9993-126-SK01 Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


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127(6

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Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work.

5

5

770

31m

768

00m

92m

769

771

NOTES

23m

2

452

23m

e Th a y w ad

Bro

452

771

5

766 767 2

This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

Clare Castle

452

452

Motte & Baileys TIN MAL G LA

Po n

NE

Hall

d

Visitor Centre former goods shed

NE

TH

ER

G

AT E

ST

RE

ET

Car Park

Former Rail Bridge

Foot Bridge C

lift

on

451 Dr ive

w Ne

t Cu gate

ay ilw a R

cemetary Sluice

Pond

t er S Riv

d tle an sm Di

BM

45

.6

7m

m

10 92

sF ar

A

451

remains of priory church (Augustinian founded 1248)

our

2

450

remains of cloister existing church

00m

2

former inrmary

Clare Priory

450

00m

proposed extension Pond

44.2m

Drain

Stable House retreat cottages

Foot Bridge

Priory Farm

w Ne

AD RO

Cu

t

N HE AS

Rev Date

449

Revision

Drawn By

449 44.8m

our

t er S Riv

Pond

BM 45 .32m

Drain

Inkpen Downie Architecture & Design Ltd 2 Balkerne House

Balkerne Passage

ed

Sp illw ay

Tel 01206 577 244 arch@inkpendownie.co.uk

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

ra

ss

Drawing Status

G

FOR APPROVAL

in Dra

Project

Drain

n w

448

Extension to the Church e

at Clare Priory

448

Client

Dr ain

ay ew us Ca

Parish Church at Clare

s Priory Lodge

Cad File

Scale

Drawn By / D a t e

Mac 7 2019

1:1000

ST Mar 10

Checked By / Date

Title

Location Plan 2

447

37m

2

771

37m

D r a w i n g N o.

R e v N o.

5

769

A/2019/A/01

31m

00m

92m

771

766

770

768

5

5

767

447

Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work. This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability what soever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

NOTES

remains of original priory church

cloister Existing covered link to priory to be taken down new sewerage treatment plant

Existing porch taken down to ground level and paved floor taken up and replaced with new stone paving to provide as near as possible level access new

drain foul

Trench 2 see archaelogical report

Junction 1

Clare Priory

see drawing no A/2019/BR/24

existing church

Trench 1 see archaelogical report

3

7 Tre nch

Trench 3

6

see archaelogical report

9

8 10 7 9 6

Existing exposed mediaeval wall

ath vel p ng gra

see drawing no A/2019/BR/25

16

5

proposed extension 14

5

Suggested outline of mediaeval stair footing (0008) existi

Junction 2

8 6

10

12

4 3

9 8

10 3

Trench 5

rwp

see archaelogical report new soakaway

3

4

5

5

6

6

7

10

rwp

3

Trench 4 see archaelogical report

rwp in r dra wate

ace

surf new

A

out-buildings

Stable-house

n w

existing trees to be retained

Rev Date

Revision

Drawn By

e Inkpen Downie Architecture & Design Ltd

s Drain

Pond

2 Balkerne House

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

Drawing Status

FOR CONSENT Project

Extension to the Church at Clare Priory Client

Parish Church at Clare Cad File

Mac 7 2019

Scale

Drawn By / D a t e

1:200

ST Nov 09

Checked By / Date

Title

Site Plan D r a w i n g N o.

R e v N o.

A/2019/BR/01 Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


EXISTING BUILDING

A

B

C

D

E

C

F

G

H

A

1

1 RAMP

cupboard

RAMP

D

B

C

D

E

F

G

Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work.

H

A

1

1

D

ENTRANCE

steps

NOTES

stair

MEETING

LOBBY

adapted wc

new floating raised floor steps

sliding folding doors

sliding folding doors

proposed new stud walls

niche

2

medieval build

SACRISTY

3

3 floor to extension raised above level of existing to cope with future flooding

2

2 EXISTING BUILDING

storage

2

A

SACRISTY A 3

3

H

B

2950

5

5

6

6

5

2950

2838

5A ALTAR

Meeting/ Reconcilliation Room

F

5900

2950

H

B

TABERNACLE

5900

5A 6

4

SANCTUARY

5

F

3A 4

E

2950

E

4

2838

5900

SANCTUARY

5900

3A 4

This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

TABERNACLE

6

ALTAR

Choir / Organ Loft

top light

AMBO

AMBO PLANT

7

7

PRESIDENTIAL CHAIR

C PROPOSED EXTENSION

7

7

top light

Mezzanine level Plan

A C1

C1 2838

B

C

2950

5900

GROUND FLOOR PLAN

2838

D

2950

E

F

G

B

5900

C

2950

D

2950

5900

E

F

G

F

G

5900

ROOF PLAN A

B

C

D

E

H

1

1

2

2

Rev Date

Revision

Drawn By

SACRISTY A 3

3

Inkpen Downie Architecture & Design Ltd 2 Balkerne House

4

5900

3A 4

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

Drawing Status

2950

SANCTUARY

FOR INFORMATION

H

Project

5

5

2838

2950

Extension to the Church at Clare Priory 5900

5A 6

6 Choir / Organ Loft

Client

The Parish Church at Clare Priory Cad File

Scale

Drawn By / D a t e

Mac 4

1:50

JI Dec 2008

Checked By / Date

7

7

Title

GF, Drainage & Foundation Plan Mezzanine level Plan C1

D r a w i n g N o.

R e v N o.

2838

B

C 5900

FOUNDATION & DRAINAGE PLAN

FIRST FLOOR PLAN

2950

D

2950

E 5900

F

G

A/2019/BR/04 Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work. This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e. 5900

NOTES

1350

8 7 6

10

6

9

5

8

5 5900

16

4

14

3

12

3

10

5900

8

6

10 UP 10 R at 162.50

UP 4 R at 162.50

2950

7

9

650

1350

8

500

10 9

6 5

8 2950

hinged openable timber screen with metal gause backing and concealed steel frame steel frame to provide access for cleaning windows and to light fittings and speakers concealed behind.

5 5900

16 3

4

3

4

5

5

6

6

7

340

14

3

12

5900

5900

5900

Rev Date

3

Revision

Drawn By

ROOF PLAN

10

9

10

Inkpen Downie Architecture & Design Ltd 2 Balkerne House UP 10 R at 162.50

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk UP 4 R at 162.50

650

2950

8

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

Drawing Status

500

BUILDING REGULATIONS Project

Extension to the Church hinged openable timber screen with metal gause backing and concealed steel frame steel frame to provide access for cleaning windows and to light fittings and speakers concealed behind.

2950

at Clare Priory Client

Parish Church at Clare 3

5

4

5

6

6

7

Cad File

Scale

Drawn By / D a t e

Mac 7 2019

1:50

ST Dec 2009

Checked By / Date

340

3

Title 5900

5900

5900

Roof Plan &

ROOF STRUCTURE PLAN

Roof Structure Plan D r a w i n g N o.

R e v N o.

A/2019/BR/08 Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work.

7

WEST

6

5

4

3

2

1

GRID NORTH

A

B

C

D

E

F

G

H

glazing ventilation

5A light weight glazed connection to roof

This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

NOTES

zinc roof finishes on timber structure structure exposed to centre section timber principle and secondary roof structure timber columns Timber vertical screening glazing Timber vertical screening

Proposed floor level to be set above existing (approx 300mm). This enables new structure to float over existing structure without disturbance to fabric. See Engineers proposals.

glazing Floating slab

A

Section on AA Read this section in conjunction with fig 8 and trenches 2, 5 and 6.

Existing footing depth not known

Section on BB

Footing to staircase

See engineers Proposals. New structure to be supported on piled foundations. Piles to be positioned to avoid archaeological remains

2

3

3A

4

Phase 2

Phase 3 CLA 037 SAM (26290)

Read this section in conjunction with FIGURE 2 SCC archaeological Evaluation Report CLA 037 SAM (26290)

H 1

low level opening to modern section of wall

Phase 1

5

6

G

F

E

D

C

B

A

7 C1

reinstate opening as niche

stone bench with glass balustrade

ramp to proposed raised floor area

low level opening to modern section of wall

Section on CC

Read this section in conjunction with FIGURE 5 SCC archaeological Evaluation Report CLA 037 SAM (26290)

Read this section in conjunction with FIGURE 4 SCC archaeological Evaluation Report CLA 037 SAM (26290)

Section on DD

section taken through ramp

Read this section in conjunction with FIGURE 3 SCC archaeological Evaluation Report CLA 037 SAM (26290) Rev Date

G H

G

F

E

D

C

F

E

D

C

B

C1

B

Revision

A

Inkpen Downie Architecture & Design Ltd 2 Balkerne House

C1 glazing

Drawn By

glazing

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

Drawing Status

Project

Extension to the Church at Clare Priory Client

Parish Church at Clare Cad File

Scale

Drawn By / D a t e

Mac 4

1:100

Dec 2008

Checked By / Date

Title

Section on FF

Sections AA to FF

Section on EE D r a w i n g N o.

R e v N o.

A/2019/BR/11 Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work. This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

NOTES

zinc roof finishes on timber structure

Stone coping

Brick

timber vertical screening

glazing

4140

timber vertical screening 4240

Stone face work

Steel framed glazing and doors

Steps in stone to match facings

East Facing Elevation Timber boards between vertical timber shading blades

Zinc Roofing Zink rainwater goods Rev Date

Revision

Drawn By

Stone facework

Inkpen Downie Architecture & Design Ltd 2 Balkerne House

Balkerne Passage

2565

Tel 01206 577 244 arch@inkpendownie.co.uk

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

Drawing Status 1590

FOR INFORMATION Project

Extension to the Church

2600

2600

at Clare Priory Glazing

Client

Parish Church at Clare 1350

3360

3310

Cad File

Scale

Drawn By / D a t e

Mac 7 2019

1:50

ST Nov 09

Checked By / Date

Title

East & West Elevations D r a w i n g N o.

West Facing Elevation

R e v N o.

A/2019/BR/18 Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work. This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

NOTES

Ventilation to plant room constructed in brick and tile

South Facing Elevation Rev Date

Revision

Drawn By

Inkpen Downie Architecture & Design Ltd 2 Balkerne House

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

Drawing Status

FOR INFORMATION Project

Extension to the Church at Clare Priory Client

Parish Church at Clare Cad File

Scale

Drawn By / D a t e

Mac 7 2019

1:50

ST Nov 09

Checked By / Date

Title

South Elevation D r a w i n g N o.

R e v N o.

A/2019/BR/19 Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work. This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

NOTES

roof structure to centre section exposed internally timber principle and secondary roof structure timber columns

Rev Date

Timber vertical screening

Revision

Drawn By

Inkpen Downie Architecture & Design Ltd 2 Balkerne House

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

Drawing Status

FOR INFORMATION Project

Extension to the Church at Clare Priory Client

Parish Church at Clare Cad File

Mac 7 2019

Scale

Drawn By / D a t e

N/A

JI

Checked By / Date

Title

3D Roof Structure D r a w i n g N o.

R e v N o.

A/2019/BR/21 Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


E

H

F

Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work.

D

G

This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability what soever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

B1

New lead flashing

TABERNACLE

top light

Existing cast iron gutter

NOTES

C SANCTUARY

C

AMBO

Stainless steel roof glazing structure

ALTAR

top light

Roof glazing

B1

Detail 16 (scale 1:5) A1

A1

Gutter Lead flashing

B2

A2

A2

A3

A3

7

SECTION THROUGH ROOF GLAZING

SACRISTY

PLAN 1:200 16

Cast iron gutter.

E B2 F

Double glazing.

G

D H

zinc finishes to roof facias and soffittes

zinc finishes to roof facias and soffittes

Ventilation to roof void.

8

10

9

H/W vertical blades with chamfered edge profile, held with stainless steel connectors. Timber obtained from sustainable sources and to be of a suitable variety so as not to require a finish treatment. (intention is to allow to weather to a silver patination)

Structural steel bracket to support roof glazing Insulation to wrap around ventilated gutter.

4

H/W vertical blades with chamfered edge profile, held top and bottom with stainless steel connectors. Timber obtained from sustainable sources and to be of a suitable variety so as not to require a finish treatment. (intention is to allow to weather to a silver patination)

3

3

Stainless steel lattice beam to be constructed before the arches for structural security. Double glazing in steel sections.

Double glazing in steel sections.

Vertical external shading

Main structural column

Main structural column

1590

Double glazing in steel sections

1590

Circular steel section

Choir / Organ Loft

Glazed roof cover

Main structural column

Section on B2 see detail 3A 200

200

200

200

200

200

200

200

200

200

Make up of floor. Extension:- 40mm Masonry Slabs on 20mm mortar bed on 80mm screed on rigid insulation on insitu reinforced suspended concrete slab on piles. Underfloor heating pipes in screed. Pile placed to avoid archaeology. Where slab approaches existing building slab thickness and reinforcement increased to allow cantelever over existing footing without bearing on historic fabric.

Make up of floor. Existing Church:- 40mm Masonry Slabs on 20mm mortar bed on 75mm concrete topping on Polystyrene infill blocks between prestressed beams bearing on block sleeper walls. Sleeper walls @ centres to be determined laid on existing floor. Whole assembly to form light weight unit capable of being removed without damage to existing historic fabric. New floor to be stopped short of edge to allow continuous perimeter ventilation.

2

Rev Date

Revision

Drawn By

strip out existing parquet flooring Make up of floor. Ramp:- 60mm Stone Slabs bearing on block sleeper walls. Sleeper walls cut to match ramp gradient and have sufficient distance from the existing building walls. Insulation to be dropped on the aluminium shaped sheet between the sleeper walls. Slabs to cantilever over the sleeper wall and to be stopped short of edge to allow continuous perimeter ventilation.

6

Make up of floor. New bridging floor to be built on exiting historic footing. Expansion capacity built on either side of the arches.

2600

00

Inkpen Downie Architecture & Design Ltd 2 Balkerne House

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

Drawing Status

FOR INFORMATION

5

Project concrete topping

13

Extension to the Church

1

150 75

12

at Clare Priory Client

void

Parish Church at Clare

void

void Cad File

Mac 7 2019

Scale

Drawn By / D a t e

1:20

ST Aug 09

Checked By / Date

Title

Section on A1

Section on A2

Section on A3

Section on B1

Detail Sections A2 & A3 & B1 & B2 Detail 16 D r a w i n g N o.

R e v N o.

A/2019/BR/30 Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work. This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability what soever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

NOTES

existing church wall new formed stone arches centre to the existing windows New level up concrete on existing footing Existing floor level

11

3D view for stone arches Corner detail

suggested outline of medieval footing

trench 1

trench 6 trench 2

medieval footing found in trench 6

suggested outline of medieval footing medieval footing found in trench 3

trench 3

Section on HH (through proposed arches) Stone shapes for arches

E

H

F

D

G

TABERNACLE

C SANCTUARY

AMBO

C

ALTAR

top light

top light

B1

B1 A1

B2

A2

A2

A3

A3

Rev Date

Revision

Drawn By

SACRISTY

Choir / Organ Loft

A1

PLAN 1:200

Inkpen Downie Architecture & Design Ltd 2 Balkerne House

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

E B2 F

G

D

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

Drawing Status

H

FOR INFORMATION

Make up of floor. Existing Church:- 40mm Masonry Slabs on 20mm mortar bed on 75mm concrete topping on Polystyrene infill blocks between prestressed beams bearing on block sleeper walls.

Project

Extension to the Church proposed stone arches on elevation

1200

1200

1200

1200

1200

at Clare Priory

1200

Client

Parish Church at Clare FLOOR VOID EXISTING FLOOR LEVEL

Cad File

180 180

2040

Mac 7 2019

2400

Scale

Drawn By / D a t e

1:20

ST Aug 09

Title

trench 6 trench 1

Detail Sections DD & HH trench 2

suggested outline of medieval footing

D r a w i n g N o.

trench 3

Section on DD (through proposed existing church floor)

Checked By / Date

R e v N o.

A/2019/BR/31 Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work. This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability what soever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

NOTES

E

H

F

D

G

TABERNACLE

C SANCTUARY

AMBO

C

ALTAR

top light

top light

B1

Make up of floor. Extension:- 40mm Masonry Slabs on 20mm mortar bed on 80mm screed on rigid insulation on insitu reinforced suspended concrete slab on piles. Underfloor heating pipes in screed. Pile placed to avoid archaeology. Where slab approaches existing building slab thickness and reinforcement increased to allow cantelever over existing footing without bearing on historic fabric.

B1 A1

B2

A2

A2

A3

SACRISTY

insulation to perimeter

PLAN 1:200 FLOOR VOID

E B2

EXISTING FLOOR LEVEL trench 6

A3

Choir / Organ Loft

proposed stone arches on elevation

A1

Section on GG (through proposed extension floor)

void

G

F

D H

trench 1

zinc roof finish

100

100

zinc facia

insect mesh

stainless steel gutter lining

60

60

ventilation gap

60

ventilation gap

Rev Date

Revision

Drawn By

50

50

60

60

50

150

stainless steel gutter lining

150

stainless steel gutter lining

perforated strip

ventilation gap

perforated strip

perforated strip

ventilation gap

50

Detail 8 (scale 1:5)

Detail 9 (scale 1:5)

Detail 10 (scale 1:5)

Inkpen Downie Architecture & Design Ltd 2 Balkerne House

H/W vertical blade

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

Drawing Status

FOR INFORMATION Project

Extension to the Church at Clare Priory Client

Parish Church at Clare Cad File

Mac 7 2019

Scale

Drawn By / D a t e

1:20/1:5

ST Aug 09

Checked By / Date

Title

Detail 11

(scale 1:5)

Detail 12

(scale 1:5)

Detail 13 (scale 1:5)

Detail Section on GG & Details 8 to 13 D r a w i n g N o.

R e v N o.

A/2019/BR/32 Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work.

H

E F

D

G

This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

TABERNACLE

C SANCTUARY

AMBO

C

NOTES

ALTAR

top light

top light

B1

B1 A1

B2

A2

A2

A3

A3

SACRISTY

Choir / Organ Loft

A1

PLAN 1:200 E B2 F

G

D H

lead flashing

80 rafter

1000

rafter

Rev Date

Revision

Drawn By

Inkpen Downie Architecture & Design Ltd 2 Balkerne House

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

Drawing Status

BUILDING REGULATIONS Project

Extension to the Church at Clare Priory 150

Client

Parish Church at Clare Cad File

Scale

Drawn By / D a t e

Mac 7 2019

1:20

ST Nov 2009

Checked By / Date

Title void

Section on CC

Section on CC D r a w i n g N o.

R e v N o.

A/2019/BR/34 Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


1

construct stainless steel lattice beam on existing wall for structural security reasons.

2

3

Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work. This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability what soever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

NOTES

4

construct concrete foundation above existing footing.

5

2400

7

10

8

construct arches.

11

6

slide the stone arch pieces into the existing flint wall above the newly built footings.

2400

2400

construct columns in the existing flint wall.

secure middle arch with steel straps to the concrete footings & remove existing flint wall section in middle arch.

9

12

secure side arches with cross straps & fill the void under the middle arch with concrete.

Rev Date

Revision

Drawn By

Inkpen Downie Architecture & Design Ltd 2 Balkerne House

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

Drawing Status

FOR INFORMATION Project

13

remove existing flint wall section in side arches.

14

fill the remaining void with concrete above existing footing.

15

Extension to the Church

remove temporary straps and steel lattice beam & construct floor finish.

at Clare Priory Client

Parish Church at Clare Cad File

Mac 7 2019

Scale

Drawn By / D a t e

1:50

ST Nov 09

Checked By / Date

Title

Stone Arches Structural Build-up Sequence D r a w i n g N o.

2400

2400

2400

R e v N o.

A/2019/BR/28 Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work.

Dorma HSW-GP Panel System

This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability what soever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

75

NOTES

75

14

3000

Detail 14

Make up of floor. Existing Church:- 40mm Masonry Slabs on 20mm mortar bed on 75mm concrete topping on Polystyrene infill blocks between prestressed beams bearing on block sleeper walls.

180 180

2040

15

proposed stone arches on elevation

1200

FLOOR VOID EXISTING FLOOR LEVEL

Elevation

1200

1200

180 180

1200

1200

1200

2040 2400 trench 6

Detail 15

130 65 80

130 65 80

7

Section

Plan Rev Date

Revision

Drawn By

Arches: 2040mm overall opening width. Panel width x height = 1200mm x 3000mm HSW-GP Panel Fully glazed without rails. Inkpen Downie Architecture & Design Ltd 2 Balkerne House

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

Drawing Status

FOR INFORMATION Project

Extension to the Church at Clare Priory Client

Parish Church at Clare Cad File

Mac 7 2019

Scale

Drawn By / D a t e

1:20/1:2

ST Nov 09

Checked By / Date

Title

Sliding Wall Detail D r a w i n g N o.

R e v N o.

A/2019/BR/36 Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work.

25

12.5

This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability what soever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

75

50

75

75

NOTES

28

50

Detail 3 (scale 1:2)

200

50

Detail 4 (scale 1:2)

Detail 2 (scale 1:2) 144 x 32

Detail 7

(scale 1:2)

50

Detail 1 (scale 1:2)

40mm masonry slabs Seperation on floor finish to prevent cracking Steel angle to prevent cracking on the floor finish 20mm mortar bed Underfloor heating pipes in 80mm screed 100mm rigid insulation DPM Reinforced suspended concrete slab on piles Underfloor void

Victorian period flint wall

Rev Date

Revision

Drawn By

Glazed curtain wall Sealant Timber 44mm thick section cut to shape of the flint wall Aluminium L section fixed to the glazing frame 50

Inkpen Downie Architecture & Design Ltd 2 Balkerne House

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

Drawing Status

FOR INFORMATION

DPC

Project

Extension to the Church at Clare Priory Client

Parish Church at Clare Cad File

Mac 7 2019

Scale

Drawn By / D a t e

1:2

ST Aug 09

Checked By / Date

Title

Detail 5 (scale 1:2)

Detail 6 (scale 1:2)

Details 1 to 7 D r a w i n g N o.

R e v N o.

A/2019/BR/33 Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work.

27

This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

100

10

100

25

75

110

NOTES

Detail 17 Detail 18 stone lintel

F Detail 19 4100

350

18

470

lead flashing

350

17

350

28 61

220

325

ARCH

blockwork coursing

19

350

280

C

20

280 220

35

325

68

325

22

470

48

B

Revision

Drawn By

34

Rev Date

92

Inkpen Downie Architecture & Design Ltd

31

280

325

A Tel 01206 577 244 arch@inkpendownie.co.uk

59

325

2 Balkerne House

Balkerne Passage

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

Drawing Status

280

44

325

BUILDING REGULATIONS Project

350

Extension to the Church at Clare Priory

280

77.5

21

Client

16

Parish Church at Clare .00

120

470

60

Cad File

Scale

Drawn By / D a t e

Mac 7 2019

1:20 / 1:5

ST Nov 2009

Checked By / Date

Title

470

Apse Details Exterior Elevation & Section DD D r a w i n g N o.

R e v N o.

A/2019/BR/37

ELEVATION

F

SECTION ON FF

Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


2950

Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work.

2950

This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

NOTES

500

23

22

hinged openable timber screen with metal gause backing and concealed steel frame steel frame to provide access for cleaning windows and to light fittings and speakers concealed behind.

24

340

Brick sleeper walls under the floor

100

310

INTERIOR APSE ELEVATION

Rev Date

Revision

Drawn By

PLAN ON BB Inkpen Downie Architecture & Design Ltd 2 Balkerne House

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

Drawing Status

75 25 100 10

340

Project

Extension to the Church

140

100

BUILDING REGULATIONS

at Clare Priory Client

3

Parish Church at Clare

PLAN ON AA

PLAN ON CC

Cad File

Scale

Drawn By / D a t e

Mac 7 2019

1:20

ST Nov 2009

Checked By / Date

Title

Apse Details Plans & Interior Elevation D r a w i n g N o.

R e v N o.

A/2019/BR/38 Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work. This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

NOTES

cavity tray brick outer leaf full cavity insulation

conc block inner leaf

stone outer leaf

stone outer lintel

concrete lintel

steel fixed light

timber lining

01 typical head

Typical window in brick work

04 typical head

Typical window in ashlar work

AN.2.2 special brick

02 typical reveal

AN.1.2 special brick

05 typical reveal Rev Date

Revision

Drawn By

steel sill welded to frame

Inkpen Downie Architecture & Design Ltd 2 Balkerne House

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

cavity tray

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

Drawing Status

stone cill

BUILDING REGULATIONS Project

Extension to the Church stone sub-cill

at Clare Priory Client

Parish Church at Clare

03 typical cill

06 typical cill

Cad File

Scale

Drawn By / D a t e

Mac 7 2019

1:50/1:5

ST Aug 2009

Checked By / Date

Title

Typical Fixed Window Details D r a w i n g N o.

R e v N o.

A/2019/BR/35 Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work.

Detail 20

This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

Scale 1:2

NOTES

Detail 22 Scale 1:2

500

Detail 24 Scale 1:5

Detail 21 Scale 1:2

Detail 22 Scale 1:5

Detail 23 Scale 1:2

Detail 20 Scale 1:5

Detail 21 Scale 1:5

.00

Rev Date

120

60

Revision

Drawn By

Inkpen Downie Architecture & Design Ltd 2 Balkerne House

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

Drawing Status

FOR APPROVAL Project

140

340

Extension to the Church at Clare Priory

100

100

Client

Detail 23

Parish Church at Clare Cad File

Scale

Drawn By / D a t e

Mac 7 2019

1:5/1:2

ST Aug 2009

Checked By / Date

Title

Apse Window Details

Scale 1:5 D r a w i n g N o.

R e v N o.

A/2019/A/39 Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


D o not sca le di mens ions off dra wings. Use w rit ten or ca lcu lated d imensions. The cont rac tor i s responsible for checking a ll dimensions be fo re ordering or start ing work .

Th is dra wing has been p roduced for the cl ient for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the c lient and wil l have a co m men su rate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g i s no t in tended fo r use by any o ther pe rson or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. I nkpen Down ie Arch itecture &Des ign accept no liabi lity whatsoever i f th is d raw ing is used by any other person o r fo r a n y o t h e r p u r p o s e.

NOTES

CURTAIN WALL SYSTEM IMAGES

Rev Date

Revision

Drawn By

Inkpen Downie Architecture & Design Ltd 2 Balkerne House

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

Draw ing S ta tus

FOR INFORMATION Project

Extension to the Church at Clare Priory Client

Parish Church at Clare Cad File

Mac 7 2019

Scale

Drawn By / D a t e

N/A

ST Nov 09

Checked By / Date

Tit le

Curtain Wall System Images D r a w i n g N o.

R e v N o.

A/2019/BR/40 Co p yri ght re se r ve d b y In kp en D ow ni e A r chit ect ur e & De si gn. Thi s dr awi ng s hal l not be re pr odu c ed o r u s ed w itho ut p ri or pe r mi s sio n of th e p art ne rs hi p.


Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work. This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

NOTES

This detail is a variation on the Wright Style Standard Details for SR Series Drawing no: INK001-D

800

1860

180

Plan

1520

BN65M BN65M GL15 Bead

5050TDN H10166F 5050ZDN D45F

D81 D80

D81 D80

BN65M

H10166F

GL15 Bead

GL15 Bead

5050TDN D45F

5050ZDN

D81 D80

H10167

5

24

5

50

H10023

18

10

20

50

20

50

10

50

20

50 60

2040

Plan Detail

18

5

24

5

140

40

GD6404FS WRHT9014F SR60140-2

GD6024R OL6013

GLASS SUPPORT

60

H10090

GLAZING BLOCK WZxxxx SCREW

50

4140

ASUL6009

5050ZDN Rev Date

Revision

Drawn By

10

H10166F D45

50

5050TDN

20

BN65M

GL15 Bead D81 D80

50

D80 D81 20

Balkerne Passage

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

FOR APPROVAL Project

GL15 Bead

BN65M 50

2 Balkerne House

Tel 01206 577 244 arch@inkpendownie.co.uk Drawing Status

50

2040

Inkpen Downie Architecture & Design Ltd

5050L

Extension to the Church at Clare Priory

8

Client

Parish Church at Clare

Section Detail

Cad File

Scale

Drawn By / D a t e

Mac 7 2019

1:10/1:2

ST Mar 2010

Checked By / Date

Title

Entrance Door Details D r a w i n g N o.

R e v N o.

A/2019/A/41 Section

Elevation

Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


D o not sca le di mens ions off dra wings. Use w rit ten or ca lcu lated d imensions. The cont rac tor i s responsible for checking a ll dimensions be fo re ordering or start ing work .

WHITE BRICK IMAGES

Th is dra wing has been p roduced for the cl ient for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the c lient and wil l have a co m men su rate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g i s no t in tended fo r use by any o ther pe rson or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. I nkpen Down ie Arch itecture &Des ign accept no liabi lity whatsoever i f th is d raw ing is used by any other person o r fo r a n y o t h e r p u r p o s e.

NOTES

Rev Date

Revision

Drawn By

Inkpen Downie Architecture & Design Ltd 2 Balkerne House

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

Draw ing S ta tus

FOR APPROVAL Project

Extension to the Church at Clare Priory Client

Parish Church at Clare Cad File

Mac 7 2019

Scale

Drawn By / D a t e

N/A

ST Mar 10

Checked By / Date

Tit le

White Brick Images D r a w i n g N o.

R e v N o.

A/2019/A/42 Co p yri ght re se r ve d b y In kp en D ow ni e A r chit ect ur e & De si gn. Thi s dr awi ng s hal l not be re pr odu c ed o r u s ed w itho ut p ri or pe r mi s sio n of th e p art ne rs hi p.


1087.5

Stone

The wall to be constructed on a level surface created by paving slabs. Mortar to be lime putty mortar if possible. 1040

ELEVATION

SECTION

Inkpen Downie Architecture & Design Ltd 2 Balkerne House Balkerne Passage Tel 01206 577 244 arch@inkpendownie.co.uk Client Project

Parish Church at Clare Clare Priory Extension

D r a w i n g N o.

A/2019/BR/50

Revision

Colchester CO1 1PA Fax 01206 563 377 www.inkpendownie.co.uk

2019 T i t l e Sample Brick Wall S c a l e 1:20

Project no.

Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor is responsible for checking all dimensions before ordering or starting work. This drawing has been produced for the client for the project on the site shown. It was prepared for a purpose agreed with the client and will have a commensurate degree of accuracy. It is not a record "as built". This drawing is not intended for use by any other person or for any other purpose than that specified here. Inkpen Downie Architecture & Design Limited accept no liability whatsoever if this drawing is used by any other person or for any other purpose.


Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work. This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

48 24x 24

9 15 11 13 7

Head Post Of/ce 53

4

S

Market 48

42

BM 14.10m

47 43

bl

a

e us Ho 22

29

PH

30

ROSEMARY

31

16 13.1m

24 ROAD

23

7

21

25

30

16 14

14 12

BEACH ROAD

41

tre

NOTES

36

47

14

11

19

10

47

PALL

ROAD ISTER

D L ROA

37 25

ORWEL

23

ROAD

1115

COLNE

9

17b17 16 14

11

45

20 12

Fiske Court

21 to 27

24

9 7 5

OS MAP 1:1250 Client Parking

Client Parking

Contractor's Vehicles Turning Area

Area for the Works

Contractor's Compound

Day Centre Drop Off Area To Be Kept Clear

Rev Date

Day Centre Entrance

Revision

Drawn By

Old Stables

Service Entrance

Drawing Status

CONSTRUCTION ISSUE Service Entrance

Project

Multi Resource Suite and Drop-in Centre Entrance Entrance Client

Tendring Community Voluntary Services

Imperial House

Cad File

Sams's Hall Entrance

Scale

Drawn By / D a t e

Mac 7-2236 1:100/1:1250 1: 50 ST/17.05.07

Checked By / Date

BD/

Title

GROUND SITE PLANFLOOR 1:100PLAN OS MAP 1:1250 D r a w i n g N o.

Rosemary Road

EXISTING SITE PLAN

A/2236/G/01 A/2236/G/02

R e v N o.

A

Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work. This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

NOTES

2 x 225x75 C24 bolted together

A

Steel column

B Form Opening for New Window Jeld-wen Regency Style 900x1200

13mm Plaster

D

New replacement window to stables Jeld-wen Regency Style 900x1770

New replacement window to stables Jeld-wen Regency Style 750x630

New replacement windows to stables Jeld-wen Regency Style 900x1200

Existing brick wall

Thermal stove

10.050

GF 22 Multi Resource Room

Parking Area C3

10.105

1493

C4 C5

1000

New floor to this area Brick up existing opening

10.100

1000

C6

Movement joint

1000

10.150 10.105

10.050

Storage 210

1700 GF 11 Adapted WC 870

Remove existing gulley

GF 21 Garden Room

Lift Control Box

urinals SH 07 WC 1

Movement joint

Remove exisiting door and frame + Make good

DG02

Secondary Entrance Adjust existing door opening for new door and frame

GF 18 New Reception 760

Permanently blocked doorway

3392

New floor to this area Dash denotes extent of fair faced brickwork GF 01 Existing Reception

SH 02 Bar

SH 03 Storage 4966

2292

2741

ST ST BD

700 Rev Date

SH 05 Lobby B

SH 04

3859

Sam's Hall

DG01

SH 04 Hall

SH 08 Lobby C

2770 700

2770

Ne

2746

Revision

Drawn By

3873

d ve pa

p m ra

9.945

SH 10 WC 2 2746

SH 11 WC 3

Drawing Status

CONSTRUCTION ISSUE Multi Resource Suite and Drop-in Centre

A 9.995 9.995

3859

Project

w

Concrete Flag Paving to Nominal Sizes: 900x600x75 thick

Pavement

G oct 07 amendments on stables windows & steel structure detail change F sep 07 entrance screen moved back & smaller steel frame around lift shaft E aug 07 main entrance clear width shown

Brick up existing window opening 4966level at high

2900

815

Resite existing boiler

up 50

9.985 9.985

Sheltered Entrance 10.155

Brick up existing door opening

Permanently blocked doorway

1056 clear exit width 10.155 10.005

Existing electric main

Brick up existing window opening at high level

SH 09 Ladies

1:26 gradient ramp

GF 02 Office

SH 01 Lobby A

1500

10.135 10.105

840

10.105 1500

GF 04 Lobby 2

SH 06 Gents Brick up existing opening

1800

GF 03 Lobby 1

1000

1710

1245

855

1270

1130 GF 05 Passage

410

10.105 10.060

UP

910

855

Remove window Brick up opening

885

GF 09 Dining Area

C

Movement joint

10.105 10.005

1:15 gradient ramp

400

920

2010 425

720

Permanently blocked doorway

DG08

855

Hatch

1720 GF 10 Lobby 3 1280

GF 12 Storage

R: 185 G: 270

UP 32

Concrete Flag Paving to Nominal Sizes: 900x600x75 thick

New floor to this area

Drop down rail

GF 08 Utility Room

10.000 10.000

1000

GF 19 Lobby

Glazed Lift Shaft

800

6000

TP(a) Plastic rooflights boundary distance

GF 07 Storage

GF 06 Kitchen

810

1300

DG07

690

UP 95

New structural steel structural engineers specification

C7 Movement joint

1550

Service Entrance

DG03

New manhole

Existing manhole

10.015 10.105

Adjust existing door opening for new door and frame

1613

New passenger lift complying with paragraph 3.34 of approved document M of the building regulations including: - 1100 x 1400 minimum lift car - 800 clear width entrance doors - 1500 x 1500 clear landing at each level

DG09

DG06 DG05

DG11 Brick up existing door opening

GF 24 Kitchenette

Multi Resource Suite

New door

DG04

GF 23 Multi Resource Room

1000

Concrete Flag Paving to Nominal Sizes: 900x600x75 thick

Take down wall insert lintel to structural engineers details.

Retain existing fence

New floor to this area Wall hung condensing boiler

1895

Entrance from carpark

1000

DETAIL 1:10

DG10 GF 25 Accessible WC

1600

1000

Remove wall GF 26 Plant Room

2192

Client

B

Rosemary Road

D

Tendring Community Voluntary Services Cad File

Mac 7-2236

Scale

Drawn By / D a t e

Checked By / Date

1: 50

ST/17.05.07

BD/

Title

GROUND FLOOR PLAN

GROUND FLOOR PLAN

D r a w i n g N o.

A/2236/G/02

R e v N o.

G

Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work.

48 24x 24

9 15 11 13

Head Post Of/ce

7

4

St

Market 42

36

47

14

48

BM 14.10m

47 43

re

b

la

22

29 16 13.1m

24 ROAD

23

7

21

25

30

16 14

14 12

PALL

ROAD ISTER

D L ROA

ROAD

23

1115

37 25

ORWEL

COLNE

9

47

17b17 16 14

Fiske Court

19

10

B

A

21 to 27 11

NOTES

BEACH ROAD

31

OS MAP 1:1000

e us Ho

PH

30

ROSEMARY

41

This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

53

11

Refurbish light and ventilation lantern

Velux standard centre pivot roof window with electric motor and operated by weather sensor

D

Stepped lead flashing

Old Stables

45 24

20

Stepped lead flashing

9 7

12

5 Continue lead valley to form flat roof with overhang to entrance door

Tapered Lead Gutter

Stepped lead flashing

FF 15 Staff WC

FF 16 WC

FF 17 Kitchenette

1320

2100

2400

MEZ 01 WC UP

UP 18

Lift Shaft

1560

1775

875 FF 10 Office 6

NEW SLATE ROOF

2524

1300

780

1230

FF 14 Lobby 5

C

Velux standard centre pivot roof window with electric motor and operated by weather sensor

670 1550

720

Twinfix Glazing powder coated aluminium and rafter gasket system

Glazing

Lead flashing cover at upstand to existing building Make good existing roof finish

Lead flashing cover at upstand to existing building

Brick up existing window opening

FF 11 Office 7

0

FF 19 Landing

DF01

DF03 FF 04 Office 1

ST ST

Revision

Drawn By

1000

New fire door

FF 05 Office 2

D oct 07 lift shaft detail change & change on notes C oct 07 solar panels removed & new fire doors OS Map Rev Date

DF02

800

FF 06 Office 3

EXISTING FLAT ROOF

RETAIN EXISTING SLATE ROOF

1000

DF04 FF 12.2 Passage

750

1220

DF05

1525

New fire door

FF 18 New Store

New radiator

New fire door FF 01 Lobby

FF 12.1 Passage

Brick up existing window opening

New opening to access lift

79

Cupboard

1540

FF 13 Counselling 1

New opening reuse existing door

New Timber Stud Partitions 75 x 50 mm soft wood studs at 600mm centres with accoustic insulation between.

RETAIN EXISTING SLATE ROOF

RETAIN EXISTING SLATE ROOF

FF 03 Counselling 2 FF 02 New Office (former conference room)

RETAIN EXISTING SLATE ROOF

Drawing Status

CONSTRUCTION ISSUE Project

Sam's Hall

Multi Resource Suite and Drop-in Centre

A

Client

Tendring Community Voluntary Services

B

D

Cad File

Mac 7-2236

Scale

Drawn By / D a t e

1: 501:1000 ST/17.05.07 1:50

Checked By / Date

BD/

Title

GROUND FLOOR PLAN FIRST FLOOR PLAN OS MAP

FIRST FLOOR PLAN

D r a w i n g N o.

A/2236/G/03 A/2236/G/02

R e v N o.

D

Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work. This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

NOTES

DETAIL -6

2746

Glazing Lift Shaft Link to Existing Building

Lobby

New office

Unventilated Roof Twinfix Rafter Gasket Glazing System

DETAIL -7

Polycarbonate Roof Cover

Support to Existing Arch to Structural Engineers Details DETAIL -2

DETAIL -7

13.340 13.485 13.340

Two Layers of Plaster Board on Battens 3536

Reception

New structural steel structural engineers specification

Existing Level 10.155

Pavement Level 9.995

DETAIL -2

DETAIL -5

10.135

Reception

Garden Room

DETAIL -5

Finished Floor Level 10.105

10.105

Finished Floor Level

10.100

10.105

10.015

10.105

10.050

10.105

10.015

10.000

DETAIL -2

DETAIL -7 Glazed lift shaft 85 mm pit

SECTIONAL ELEVATION AA

New Floor Slab to Structural Engineers Details

SECTION CC Retain Existing Slate Roof

Velux Openable Roof Window Timber Rafters Twinfix Glazing rafter gasket system C oct 07 curved roof to lift shaft & retain existing roof structure in stables & remove solar panels Tapered Lead Gutter

Rev Date

Lift Shaft

Retain existing roof structure

Revision

ST Drawn By

Renew light and ventilation lantern

Existing Building

DETAIL -1D

Possible future 1st floor space

Possible future 1st floor space

DETAIL -1B DETAIL -1C

27째

DETAIL -1A

New ceiling

New ceiling Drawing Status

PRELIMINARY Multi Resource Suite

DETAIL -1A 10.050

10.105

Sam's Hall

Sam's Hall Garden Room

DETAIL -1B 10.015

Sam's Hall Existing Building

Project

Multi Resource Suite and Drop-in Centre DETAIL -1D

10.105

10.005

10.105

9.985

10.050

Client

Tendring Community Voluntary Services New replacement windows to stables

Cad File

Mac 7-2236

Scale

Drawn By / D a t e

Checked By / Date

1: 50

ST/13.04.07

BD/

Title

Existing

New In-fill

Existing

Existing

New

Existing

SECTIONS D r a w i n g N o.

SECTION BB

SECTIONAL ELEVATION DD

A/2236/G/05

R e v N o.

C

Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work. This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

NOTES

1893

IMPERIAL HOTEL

IMPERIAL HOUSE

TENDERING COMMUNITY

VOLUNTARY SERVICES

SAM'S HALL DAY CARE CENTER

DAY CARE CENTER

DAY CARE CENTER

SAM'S HALL

Tendring Community Voluntary Services

New glazed entrance screen

FRONT ELEVATION

Remove and overhaul existing lantern including: - blank out behind existing open louvres with 18mm WBP plywood screwed to inside face of frame - line inside face of ply and existing gables with Kingspan Kooltherm K17 Insulated Dry-lining Board (73mm) on timber framing/battens (32mm x 44mm) set at max.600mm centres -renew glazing using twinfix glazing system - reinstall on roof with new lead flashings at junction to roof finish

Brick up existing window opening Lead Roof

D oct 07 lift elevation changed C aug 07 work to existing lantern noted Rev Date

ST BD

Revision

Drawn By

DETAIL -4

Glasal Panels Lift Shaft

Drawing Status

PRELIMINARY Project

New soil vent pipe

Multi Resource Suite and Drop-in Centre Client

Tendring Community Voluntary Services Cad File

Mac 7-2236

Scale

Drawn By / D a t e

Checked By / Date

1: 50

ST/13.04.07

BD/

Title

EXTERNAL ELEVATIONS Retain existing fence

New replacement window to stables Jeld-wen Regency Style 750x630

REAR ELEVATION

New replacement windows to stables Jeld-wen Regency Style 900x1200

Existing

New replacement window to stables Jeld-wen Regency Style 900x1770

Form Opening for New Window Jeld-wen Regency Style 900x1200

New

D r a w i n g N o.

A/2236/G/07

R e v N o.

D

Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


Existing roof structure Existing slates Slate Retain existing roof structure Existing roof boards

Lead Sheet

Twinfix Glazing rafter gasket system

New holes on existing roof boards to allow ventilation

Slate

This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

Twinfix Glazing rafter gasket system

Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work.

NOTES

New battens New counter battens Standard Roll Ventilation

5

Breathable sarking membrane eg. Kingspan nilvent

150

5

New holes on existing roof boards to allow ventilation

22

150

Lead Sheet Gutter

22

Breathable sarking membrane eg. Kingspan nilvent

Lead flashing

New slates Kingspan Kooltherm K7 Pitched Roof Board between rafters

Ventilation

Kingspan Kooltherm K18 Insulated Dry-lining Board under rafters

Kingspan Kooltherm K18 Insulated Dry-lining Board under rafters

150 mm Crown mineral fibre insulation laid between ceiling joists

DETAIL - 1C

Existing brick walls

215

32

Kingspan Kooltherm K17 Insulated Dry-lining Board 50

Kingspan Kooltherm K7 Pitched Roof Board between rafters Existing wall

DETAIL - 1B

Timber framing/battens set at max. 600mm vertical centres and positioned 72.5horizontally at floor and ceiling level.

Carpet Flooring Polyplumb Underfloor Heating Pipe in 80mm Screed Insulation DPM Concrete Slab

Pea Shingle Margin Concrete Edging Haunched in Concrete

5

Kingspan Kooltherm K7 Pitched Roof Board between rafters

22

Existing roof structure New ceiling joists 47 x 170 at 450mm centres plasterboard fixed to ceiling joists Timber frame ( 44 x 32 )

MULTI RESOURCE SUITE

GARDEN ROOM

Carpet Flooring Polyplumb Underfloor Heating Pipe in 80mm Screed Insulation DPM Concrete Slab

Kingspan Kooltherm K18 Insulated Dry-lining Board under rafters

GARDEN ROOM

Injected Dampproof Course

300

Finished Floor Level

Finished Floor Level

150

10.105

9.955

25 mm Rigid Insulation at 0.03 W/mk

Finished Floor Level

10.105

10.105

9.955

9.955

SAM'S HALL

Carpet Flooring Polyplumb Underfloor Heating Pipe in 75mm Floor Panel Insulation DPM Concrete Slab

DETAIL - 1A

DETAIL - 1D

600

Slate roof Breathable sarking membrane eg. Kingspan nilvent

Breathable sarking membrane eg. Kingspan nilvent

600

Twinfix 306 Rafter Gasket Glazing System

Gable Ladder

Gable Ladder Slate roof 600

12mm Ply Soffit

C Oct 07 Retain roof structure of Stables Rev Date

Kingspan Kooltherm K18 Insulated Dry-lining Board Rafter (60x225)

12mm Ply Soffit

Drawn By

Kingspan Kooltherm K18 Insulated Dry-lining Board under rafters

Kingspan Kooltherm K7 Pitched Roof Board between rafters

Rafter (60x225)

Kingspan Kooltherm K18 Insulated Dry-lining Board under rafters

GARDEN ROOM

ST

Revision

Kingspan Kooltherm K7 Pitched Roof Board between rafters

Drawing Status

Brick outer leaf Air gap 50mm Kingspan Kooltherm K8 Cavity Board partial fill cavity insulation 100 Lignacite concrete block or equal 12.5mm Plasterboard on dabs

Carpet Flooring Polyplumb Underfloor Heating Pipe in 80mm Screed Insulation DPM 25 mm Rigid Insulation Concrete Slab at 0.03 W/mk

GARDEN ROOM

CONSTRUCTION ISSUE Project

Every 4th Perpend Left Open Pea Shingle Margin

100 50 50 102

Concrete Edging Haunched in Concrete 300

Carpet Flooring Polyplumb Underfloor Heating Pipe in 80mm Screed Insulation DPM Concrete Slab

Multi Resource Suite and Drop-in Centre

25 mm Rigid Insulation at 0.03 W/mk DPC

Client

Brick on Edge

50

Tendring Community Voluntary Services 10.105

Cad File

310

150

10.105

Mac 7-2236

Scale

Drawn By / D a t e

Checked By / Date

1:1:10 50

ST/17.05.07

BD/

Title

GROUND DETAILS 1FLOOR / 2 / 3 PLAN Fine Concrete Fill to Cavity

DETAIL - 2

DETAIL - 3

Fine Concrete Fill to Cavity

D r a w i n g N o.

A/2236/A/13 A/2236/G/02

R e v N o.

C

Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work.

existing wall

Lead Sheet Roof Covering on proprietary fleece on 25mm sawn timber boarding with "penny gaps

holes on formers to let air through

Ply Barrel Vault Formers at 600mm Centres

Standard roll

This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

lead cover flashing incorporating vent gap and insect mesh Breathable sarking membrane eg. Kingspan nilvent

NOTES

proprietary lead vent

45 45

Slate Ex 200x50mm S.W. Lead Covered Capping

150

95

150

150

Lead Sheet Gutter

50 mm minimum vent gap 38 12 64

0

125

13

38

125

Lead Sheet

Lintels to Structural Engineer's Recommended Details Kingspan Kooltherm K7 Pitched Roof Board between rafters

Kingspan Kooltherm K18 Insulated Dry-lining Board under timber framing

NEW OPENING TO ACCESS LIFT

Kingspan Kooltherm K18 Insulated Dry-lining Board under rafters

Glasal panel 7.5mm on treated SW battens

Kingspan Kooltherm K7 Pitched Roof Board between timber framing at 600 centres

New brick wall

Plywood

RECEPTION AREA

Breather membrane

LIFT VOID

Existing Floor

ENTRANCE FROM CARPARK

Lead Apron Flashing Two Layers of Plaster Board on Battens

C oct 07 curved roof on lift shaft & structure change on reception area entrance B aug 07 ventilation added to lift shaft roof to building inspectors requirements

Steel structure for lift shaft to Structural Engineer's Recommended Details

Carpet Flooring

Timber floor board Slate Breathable sarking membrane eg. Kingspan nilvent

Rev Date

25mm rigid insulation at 0.03 W/mK

Carpet Flooring Polyplumb Underfloor Heating Pipe in 80mm Screed Insulation DPM Concrete Slab

Revision

ST BD Drawn By

Brick on edge DPC

Conc. Flag

Drawing Status

CONSTRUCTION ISSUE Project

150x75 Joists with Acoustic Absorbent Between

Multi Resource Suite and Drop-in Centre

Support to Existing Arch to Structural Engineer's Recommended Details

Client

Tendring Community Voluntary Services Cad File

Mac 7-2236

Two layers of plaster board

Scale

Drawn By / D a t e

Checked By / Date

1:1:5 50

ST/17.05.07

BD/

Title

Kingspan Kooltherm K7 Pitched Roof Board between rafters

DETAIL - 4

Kingspan Kooltherm K18 Insulated Dry-lining Board under rafters

DPC

GROUND PLAN DETAILS 4FLOOR /5

DETAIL - 5

D r a w i n g N o.

A/2236/G/02 A/2236/A/14

R e v N o.

C

Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work.

Breathable sarking membrane eg. Kingspan nilvent

Existing wall 150 insulation between sw framing at 600mm centres

Slate Roof

This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

NOTES

ventilated space between formers Lead Cover Flashing

402

holes on the formers to let air through Lead Cover Flashing Lead Sheet Roof Covering on proprietary fleece on 25mm sawn timber boarding with "penny gaps

Ply Barrel Vault Formers at 600mm Centres

Lead Cover Flashing

Rafter (60x225)

150

2 x 225x75 C24 bolted together

Kingspan Kooltherm K7 Pitched Roof Board between rafters 300

Steel structure for lift shaft

Kingspan Kooltherm K18 Insulated Dry-lining Board under rafters

1400

12 43

65

102 13 mm Plaster

300

Glasal panel 7.5mm 65 1236

150

Plaster Board Lining by the Main Contractor

RECEPTION AREA Existing Brick Wall

CLEARANCE FOR LIFT INSTALLATION

Plywood

Carpet Flooring Polyplumb Underfloor Heating Pipe in 80mm Screed Insulation DPM Concrete Slab

New skirting board

Lead Soaker + Cover Flashing D oct 07

Lift Shaft Lining by Others

Breathable sarking membrane eg. Kingspan nilvent

25 mm Rigid Insulation at 0.03 W/mk

LIFT VOID

C aug 07 Rev Date

curved roof to lift shaft & roof structure change on reception roof ventilation to underside of lead roof added Revision

ST BD Drawn By

Slate Roof Existing wall

2 x 225x75 C24 bolted together

Drawing Status

CONSTRUCTION ISSUE Project

Multi Resource Suite and Drop-in Centre Client

2 x 225x75 C24 bolted together

Tendring Community Voluntary Services

13mm Plaster

Cad File

Mac 7-2236

Drawn By / D a t e

Checked By / Date

1:1:5 50

ST/17.05.07

BD/

Title

Kingspan Kooltherm K7 Pitched Roof Board between rafters

Kingspan Kooltherm K18 Insulated Dry-lining Board under rafters

Scale

DETAILS /7 GROUND6FLOOR PLAN

DETAIL - 6

DETAIL - 7

D r a w i n g N o.

A/2236/A/15 A/2236/G/02

R e v N o.

D

Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work. This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

NOTES

Old Stables Stepped lead flashing

extng external fire escape

Solar Panels

Tapered Lead Gutter

Emergency Exit

FF 16 WC

FF 15 Staff WC

FF 17 Kitchenette

Twinfix Glazing Triple wall policarbonate sheeting

MEZ 01 WC UP

UP 18

NEW SLATE ROOF

FF 14 Lobby 5

FF 09 Lobby 6

Lead flashing cover at upstand to existing building FF 10 Office 6

FF 11 Office 7 Cupboard

FF 08 Office 5

FF 13 Counselling 1

new fire door

FF 18 New Store

FF 01 Landing FF 12.1 Passage

escape

EXISTING FLAT ROOF

RETAIN EXISTING SLATE ROOF

DF01 FD 30 S

FF 12.2 Passage

DF02 FD 30 S New Timber Stud Partitions

FF 06 Office 3

FF 07 Office 4

FF 05 Office 2

extng offices and counseling room

new fire door

new opening fire door

FF 04 Office 1

FF 02 New Office (former conference room)

FF 03 Counselling 2

RETAIN EXISTING SLATE ROOF

RETAIN EXISTING SLATE ROOF

RETAIN EXISTING SLATE ROOF

compartment wall

Sam's Hall

FIRST FLOOR PLAN

extng stable block converted to meeting room UP

10.050

GF 26 Plant Room

DG12 GF 25 Accessible WC

Entrance from carpark

GF 22 Multi Resource Room

FIRE STRATEGY BUILDING USE

GF 23 Multi Resource Room DG13

Exit - Parking Area

Parking Area

10.105

DG10 FD 30 S

DG05 10.100

DG06 FD 30 S

GF 15

WC

GF 14 Lobby 4

Storage

GF 17 Office/ Store

Service Entrance

Permanently blocked doorway

Drop down rail

GF 11 Adapted WC

GF 08 Utility Room

GF 12 WC/Storage

R: 185 G: 270

UP 32

GF 05 Passage

Permanently blocked doorway

GF 03 Lobby 1

10.105 10.060

DG02 FD 30 S

GF 04 Lobby 2

GF 18 New Reception

Permanently blocked doorway

extng day centre

Existing electric main

extng door replaced with fire door

SH 07

WC 1 GF 20 Accessible WC SH 06 Gents

10.105

SH 01 Lobby A

Brick up existing opening

Brick up existing window opening at high level SH 02 Bar

Brick up existing door opening

2292

9.985 9.985

Brick up existing window opening 4966level at high

2770

DG01

2770

PRELIMINARY

9.985

SH 06 SHGents 05 (REMOVED) Lobby B

DG11

Project 3873

SH 09 Ladies 3859

Sam's Hall SH 04 Hall

Drawing Status

urinals 2741

Resite existing boiler

up 50 SH 03 Storage 4966

extng SH 04 hall

1:33 gradient ramp

GF 09 Dining Area

protected route GF 01 Existing Reception

GF 02 Office

urinals 10.105

DG03 10.105 10.005

10.135 10.105

GF 13 Sitting Area

10.000 10.000

DG09

Glazed Lift Shaft Lift Control Box

Remove window Brick up opening

UP

Hatch GF 10 Lobby 3

SH 08 Lobby C 2746

10.155 10.005

3859

SH 10 WC 2 2746

SH 11 WC 3

gross floor area inside external walls

718 m. sq.

gross floor area 1st floor offices & counseling rooms .

142.6 m. sq.

Exit

Pavement

D

9.995 9.995 9.945

GROUND FLOOR PLAN

Drawn By

GF 21 Garden Room

GF 07 Storage

GF 06 Kitchen

Permanently blocked window TV @ High level

DG08 FD30S

GF 19 Lobby

UP 95

Revision

proposed extension

10.015 10.105

10.050

DG04 FD 30 S

1:15 gradient ramp

GF 16 Nurse's Room

DG07 FD 30 S

10.150 10.105

Rev Date

GF 24 Kitchenette

(furniture in this area to be restricted to a reception desk)

Client

Tendring Community Voluntary Services Cad File

Scale

Drawn By / D a t e

Checked By / Date

Mac 7-2236

1: 100

ST/17.05.07

BD/

Title

Rosemary Road

extng carriage arch enclosed to form entrnace area

Multi Resource Suite and Drop-in Centre

FIRE PLAN D

D r a w i n g N o.

R e v N o.

A/2236/G/04 Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work.

NOTE: ACCREDITED DETAILS

6. INTERNAL WALLS & FLOORS 6.1. New internal blockwork walls to be 100mm or 150mm lignacite or similar pre-cast concrete blocks complying with BS 6073 and finished with 12.5mm light weight plaster and skim coat finish on both faces.

should be followed.

6.2 Lintels over openings in internal walls to be proprietary precast concrete lintels, section, span and reinforcement to lintel manufacturer's recommendations.

1. EXISTING BUILDING FOR CHANGE OF USE

6.3 1st floor internal walls to be 50 x 75 softwood stud partitions at min 600 centers with 2 layers of plasterboard either side and filled with insulation.

1.1. EXTEND OF DEMOLITION 1.1.a. Subject to retention requirements specified elsewhere demolish structures down to foundations including grub up foundations, floor slab and redundant drainage. 1.2. GROUNDWORKS 1.2.a. Old foundations, slabs and the like: Break out where and to the extent stated.

13. VENTILATION 9. SANITARY PIPEWORK

The work is as far as possible to be constructed in accordance with Accredited Construction Details published by the Department of Community and Local Government. Where there is a discrepancy between the details shown on these drawings and Accredited Construction Details, then the Construction Details

6.4 Floor to 1st floor, between new lift shaft and existing floor, to be timber boarding Min mass per unit area 15kg/m3. Plaster Board to ceiling Min mass per unit area 10kg/m3. Screw fixed. An absorbant layer of mineral wool Min mass per unit area 10kg/m3 laid in the cavity. 6.5. Ceiling to Reception area to be two layers of plaster board on battens, on the existing exterior ceiling.

9.1 Pipework to generally be plastics to BS 5255, BSEN 1329-1, BSEN 1451-1, BSEN 1455-1 or BSEN 1566-1plastics grade to be appropriate to internal / external exposure. Exposed (external pipework) to be cast iron to BS 416. 9.3 Min. 100mm dia. stacks with min. 450mm between invert of drain and lowest connection, with min. 200mm dia. radius curve to connection with invert. 9.4 Min. 32mm dia. traps with 75mm depth of seal to new wash hand basins. Min. 40mm dia. traps with 75mm depth of seal to all sinks. Min. 75mm dia. traps with 50mm depth of seal to all WCs. Min. 40mm pipework to wash hand basin and sink connections, pipe runs in excess of 3000 to be vented back to stack via a branch ventilating pipe to paragraphs 1.22 1.23 of approved document H. Min 50mm dia pipework for connection between urinals and SVP 9.5. Main stacks to be vented to at least 900mm above any opening. To be taken above existing eaves level, and finished with a perforated metal or wire bird cage.

1.2.b. Contaminated material: Remove and carry out remediation required by the Enforcing Authority.

7. ROOF STRUCTURE AND FINISHES

1.3 EXISTING FOUNDATIONS

Roof type 1 - Multi Resource Suite (ceiling fixed to underside of ceiling joists)

10. SANITARY FITTINGS

Expose existing foundations to be receive additional load for structural engineer and local authority building inspectors inspection before proceeding with new construction work.

7.1. Tiles or slates at 36 degree pitch on treated softwood battens on breathable membrane on 50 x 50 counter-battens fixed to existing timber sarking, existing roof structure to be repaired and retained, and ventilation openings formed in timber sarking to provide ventilation to roof void, 150 mm Crown mineral fibre insulation laid between and 200mm mm insulation laid across new ceiling joists spanning between existing walls where required.

10.1 WCs to be vitreous china WC pan to BS 5503 with matching dual flush cisterns to BS 1125, wash hand basins to be ceramic to BS 1188.

7.2. Provide 10mm contiuous ventilation slot at each eaves fitted with proprietory insect grille, insulation to be retained by proprietory tray system to ensure a clear air path.

11.1 Pipes bends and fittings generally to be proprietary plastics system to BSEN1401-1 class SN4, with flexible joints, kitemark certified installation to be in complete accordance with BSEN 752, manufacturers instructions and recommendations.

Roof type 2 - Garden Room (ceiling fixed to underside of rafters + roof windows)

11.2 Before starting work, check invert levels and positions of existing drains, sewers, inspection chambers and manholes against drawings , report discrepancies, protect existing drains to be retained and maintain normal operation.

2. NEW FOUNDATIONS AND FLOOR BUILD UP 2.1. Foundation to structural engineers design and specification. 2.2. Damp proof membrane to be 1200 gauge polythene all joints taped and lapped over DPC at edges. 2.3. For Reception Area, Garden Room and Multi Resource Suite, 70 mm Kingspan K3 Floorboard with Polyplumb Underfloor Heating Cycle in min 75mm mesh reinforced floor screed on top.

3. NEW EXTERNAL MASONRY WALLS 3.1. All new external walls (302mm) to be partial fill cavity construction consisting of: 100mm brick outer leaf Air gap 50mm Kingspan Kooltherm K8 Cavity Board partial fill cavity insulation 100mm Lignacite concrete block or equal 12.5mm plasterboard on dabs. 3.2. Wall ties to be stainless steel wire ties to insulation manufacturers recommendations. The first run of wall ties to be located at 600mm centres horizontally (at a level to be decided by the specifier). Subsequent runs of wall ties to be at not more than 900mm centres horizontally, or as otherwise required by the structure, and at 450mm vertically. All work under construction must be protected overnight and during adverse weather conditions in accordance with BS 5628: Part 3: 1985. 3.3. Lintels to be Catnic or similar proprietory steel insulated lintels, sections, spans and bearings in accordance with manufacturer's recommendations except where requires an additional type to structural engineers specification

4.1. Old Stables and old Redundant Toilets walls to be: . Chemical Injection DPC System to manufacturer's recommendations and specification. -

All inner surface of existing external walls of the Old Stables and old Redundant Toilets to be Kingspan Kooltherm K17 Insulated Dry-lining Board (73mm) on timber framing/battens (32mm x 44mm) set at max. 600mm centres and positioned horizontally at floor and ceiling level.

5. NEW DAMP PROOF COURSES 5.1. Damp proof course to be polyethylene to BS 6515 installed in continuous lengths to the manufactures specification in the following locations: - Continuous horizontal at 150 above external ground level in external walls, above. - In all walls at 150 above ground level - Over openings as stepped cavity tray,

NOTES

13.2. Multi Resource Suite Provide top-hung windows for natural ventilation on bottom of both the restored windows and the new window. (total openable area: 2.3m2) 13.3. Accessible WC from Multi Resource Suite Provide top-hung windows for natural ventilation on top of the restored window. (openable area: 0.4m2) Provide mechanical ventilation to provide extraction at a rate of 15 litres/second 13.4. Plant Room Provide top-hung windows for natural ventilation on top of the restored window. (openable area: 0.1m2) 13.5. Garden Room Provide 0.8m2 openable window area on the new masonry wall and 2.6m2 openable roof window for natural ventilation. 13.6. Reception 19.2m2 openable roof window for natural ventilation. 13.7. Kitchenette A slot vent at head with a free area of not less than 4000 mm2. Mechanical ventilation to provide 30litres/second adjacent to hob in kitchenette. 13.8 New Male Toilets off Sams Hall Provide mechanical ventilation to provide extraction at a rate of 18 litres/second

11 DRAINAGE BELOW GROUND 15. HEATING & HOT WATER

7.3. Roof structure with 225mm x 60mm rafters fixed to existing walls of Sam's Hall and Multi Resource Suite at 600mm centres. 7.4. Tiles or slates at 31 degree pitch on treated softwood battens on breathable membrane fixed to the rafters, 150 mm Kingspan Kooltherm K7 Pitched Roof Board between the rafters and Kingspan Kooltherm K18 Insulated Dry-lining Board (25mm insulation + 12mm board) under the rafters 7.5. All areas of fixed glazing to be Twinfix 306 Rafter Gasket Glazing System proprietary 25mm multi-wall polycarbonate sheeting to give a U value less than 1.8W/m.sq./deg C. 7.6. All openable roof windows to be Velux GGL centre pivot roof windows double glazed to give a U value less than 1.4W/m.sq./deg C. Windows to have electric motorised opening including closing by rain sensor. 7.7 The area of fixed roof glazing is to be maximised and determined in accordance with paragraph 29 of building regulations approved document L2B. The area weighted U value of the roof including glazed elements is not to exceed the values set out in column (a) of table 3 of the approved document.

Roof type 3 - Garden Room (flat roof) 7.8. This note deleted

4. EXISTING WALLS

13.1 All new windows to habitable areas to be fitted with a locking casement fastener with night vent position with a free area of not less than 8000 mm2

This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

11.3 Drains generally to be 100dia laid to a min fall of 1 in 40 for branches and 1 in 80 for main runs. Or 150mm dia laid to a fall of 1 in 60 for branches and 1 in 150 for main runs. 11.4 Pipes generally to be laid at a min depth of 600mm and laid on 100mm depth and then surrounded with granular fill. Pipes at shallower depths to be bedded and surrounded in granular fill and spanned with a PC concrete paving slab. Shallow pipes under building or parking area to be surrounded in concrete.

11.6 All new surface water connections to be at rainwater pipes or yard gulies to be via propriotary trapped gullies with integral access for rodding

15.5. The contractor is to design and install the installation generally to comply with BS5449, BS 5410 or BS6880, BS6700, BS7074-1, BS8000, BS EN 832, and all relevant water regulations and by-laws. 15.6. Balance and commission the system on completion and provide a full set of as installed drawings, operation and maintenance instructions.

16. ELECTRICAL, LIGHTING & POWER

17. FIRE PROTECTION OF STEEL FRAMED ELEMENTS 17.1 New structural steel framed elements except those solely supporting the roof or encased with two layers of plasterboard to be painted with a proprietory intumescent paint system to give a fire resistance of 1 hour.

11.7 New inspection chambers up to 1000mm deep to be proprietary 450 dia plastics chambers with preformed channels, bedded on concrete and surrounded in pea shingle to manufacturers instructions. 11.8 New chambers in excess of 1000mm to be constructed of pre-cast concrete rings to BS 5911, 1000 diam to 1500 deep and 1200 diam up to 3000 deep. Chambers to be built off an in-situ conc base 150mm thick. Channels to be formed of proprietary channel fittings set in weak concrete benching floated to a smooth finish falling to the channel. Provide metal step irons to all chambers in excess of 1000 deep. Provide proprietary pre-cast concrete cover slab. 11.9 Provide proprietary cast-iron access cover to all new chambers, strength to suit anticipated traffic loading & type to accomodate finishes where set in paved areas.

7.8. Roof structure with softwood rafters fixed to new structural steel frame for lift shaft, structural engineers specification.

11.10 Existing drains to be retained are to have traps cleaned out, grilles and covers replaced where missing and left free running.

7.9. All openable roof windows to be Velux GGL centre pivot roof windows double glazed to give a U value less than 1.4W/m.sq./deg C. Windows to have electric motorised opening including closing by rain sensor.

11.11 Existing drains to be grubbed-up are to be neatly truncated and sealed at their junction with live drainage to be retained.

7.11. Provide 30 x 6mm galvanised m.s. section holding down straps at max 2.0m centres to all wall plates secured to face of blockwork below, and hooked over top of wall-plate. Provide 30 x 6mm galvanised m.s. section lateral restraint straps at max 2.0m centres to all walls paralell with the span of joists, secured across three joists and with solid timber blocking below.

15.4. Vaillant Ecotex Plus or equal mains gas fired condensing combi boiler (SEDBUK 91.2%) supplying underfloor heating coils.

This note deleted see drawing A/2236/SH/18 11.5 Pipes passing through walls to be spanned with 1 course PC lintel with 50mm clearance all round pipe, opening to be bridged with a rigid sheet material.

Roof type 4 - Reception Area (ceiling fixed to underside of rafters + roof windows)

7.10. Roof structure to engineers requirements. Continuous noggins to be placed at max 1200mm vertical centres and to support all services, plaster board edges.

15.1. Provide heating + hot and cold water installation designed and installed by the contractor.

12. GLAZING, WINDOWS AND DOORS 12.1. All glazing including double glazing to windows and internal single glazing to screens and doors etc to be glazed using safety glass.

Leadwork in connection with roofing work

12.2. Doors as per notes on drawing A/2236/G/20 - external doors generally to be vertically boarded doors of maximum U value 6 W/m sq/ deg C or glazed panel doors to give a maximum U value of 2.2 W/m sq./ deg C - all external doors to be draft stripped all round

5.2. Provide Proprietory insulated cavity closers at all opening reveals in masonry construction

7.12. All lead work in connection with roof work, including roof to lift shaft, tapered gutter to garden roof and flashings at abutments to existing building to Rolled Lead Sheet to BSEN 12588:1999

12.3. Windows to be a proprietory high performance window system with opening lights draft stripped all round. Glazing to be sealed double glazing units using soft coated low e glass giving a minimum U value of 1.8 W/m sq/deg C.

5.3. 300mm Pea-shingle margin to be provided with concrete edging haunched in concrete around the Multi Resource Suite and existing toilets, finished at 150mm below damp proof course level.

7.13 Lead thickness distance between joints and provision for movement to be in accordance with recommendations of the Lead Sheet Association

12.4. Roof windows see note 7.

C oct 07 tender stage amendments to client requirements B aug 07 notes amended in accordance with building inspectors comments

Rev Date

Revision

BD BD

Drawn By

7.14 Lead details generally to be in accordance with recommendations of "Rolled Lead Sheet, The Complete Manual" published by the Lead Sheet Association. 7.15 Provide ventilation to underside of lead flat roof by laying lead on proprietary fleece on sawn timber boarding with penny gaps between on 50 x 50 counterbattens to provide a 50mm ventilated air space between underside of boarding and top of insulation. Provide perimeter ventilation slot using proprietary grille incorporating insect mesh. Provide vapour barrier between ceiling finish and underside of roof framing.

Drawing Status

CONSTRUCTION ISSUE Project

Multi Resource Suite and Drop-in Centre 8. RAINWATER GOODS 8.1. Aluminium pipework for external use; pipes, fittings and accessories to be extruded aluminium standard systems, Lock Metal with sections/nominal sizes of 68mm dia. round section, generally to BS 2997. 8.2. Aluminium gutters for replacement gutters to stables; gutters, fittings and accessories to be Deep Flow Half Round Gutters (ME53), Lock Metal with nominal sizes of 125 x 75, overstrap joints, direct fix, generally to BS 2997. 8.3. Provide Swan Neck offsets to suit roof overhang in each individual situation. 8.4. Rainwater system design and installation to be in accordance with BS 6367 and manufacturers instructions and recommendations.

Client

Tendring Community Voluntary Services Cad File

Mac 7-2236

Scale

Drawn By / D a t e

Checked By / Date

1: 50

ST/17.05.07

BD/

Title

GROUND PLAN NOTES BUILDINGFLOOR REGULATION D r a w i n g N o.

A/2236/G/23 A/2236/G/02

R e v N o.

C

Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work. 53.845 845

53.738 38

This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

NOTES 53.428

53.751 53.688 3.6 6

53.368 68

53.358

53.230 3

53.325

53.188 88

53.163 16 63

52.948 .94

Walled Fenced Garden CL 53.233 3 IL 52.283 2

CL 53.017 IL 52.107

CL 53.050 IL 52.500 52.967 967 6

53.023 53.138 3

53.017

53.368

53.013

store

Boiler Pre-school Storage Room off existing Hall

FFL 53 175

Female

Male

cleaning

space 1

lounge

Adapted Toilet

kitchen store CL 53.025 IL 52.425

moveable wall

store

space 2

kitchen

Coffee Bar

CL 53.025 IL 52.425

Foyer

moveable wall

Rev Date

Revision

Drawn By

Entrance lobby

space 3 store

Inkpen Downie Architecture & Design Ltd store

vestry

interview

store

52.756

CL 53.060 IL 51.905

office

2 Balkerne House

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

Drawing Status

FOR INFORMATION Project

Child Care Facilities @ St Johns the Evangelist, Langdon Hill Client

Parish of Langdon Hills Cad File

Scale

Drawn By / D a t e

Mac 3/JI

1: 50

090820 JI

Checked By / Date

Title Services - Drainage - Foul

Existing Plans.

Services - Drainage - Surface Water

D r a w i n g N o.

R e v N o.

A/916/SK/01 Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


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Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work. This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

NOTES

10 2-3 years old 10 x 2.5 = 25 sqm 16 5-6 years old 16 x 2.3 = 36.8 sqm

3600 3600

Total area per Childcare Room = 61.8 sqm 3600 3600

A

3600 3600 3600 3600 Store

Meeting / Office

300 Wet Play

Kitchen Laundry

Wet Play

Childcare 4 62 sqm

Office

Store

Childcare 3 7500

62 sqm

1500

Male WC

NEW EXTENSION

Female WC

Office Avalon

Store

Store

Adapted WC

Plant

Store

Boiler Store Pre-school Storage Room off existing Hall

Female

Childcare 1 space 1

Male

ventilation louvres for the corridor natural light through windows ventilation louvres on either side of the windows

proposed position for the existing tower

lounge

cleaning Adapted Toilet

kitchen store

Entrance lobby

moveable wall

gutter between existing building and new roof structure

site boundary

Childcare 2 space 2

kitchen

Coffee Bar

2500

store

office

foyer & cafe bar

entrance lobby & lounge

corridor

service areas

childcare

moveable wall

Foyer Rev Date

Drawn By

new extension

store

space 3

PROPOSED SECTION AA

store

Chapel

EXISTING BUILDING

store

existing building

Revision

Inkpen Downie Architecture & Design Ltd 2 Balkerne House

office

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

Drawing Status

FOR INFORMATION Project

A

Child Care Facilities @ St Johns the Evangelist, Langdon Hill

PROPOSED FLOOR PLAN

Client

Parish of Langdon Hills Cad File

Scale

Drawn By / D a t e

Mac 7/916

1: 100

ST Sep09

Checked By / Date

Title

Proposed Floor Plan & Proposed Section D r a w i n g N o.

A/916/SK/02

R e v N o.

A

Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


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Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work. This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

NOTES

Rev Date

Revision

Drawn By

Drawing Status

FOR APPROVAL Project

Extension to St Peters Church Harold Wood Essex Client

St Peters Church client Cad File

Scale

Mac7 - 601

Drawn By / D a t e

Checked By / Date

ST 16-03-07

Title

Perspectives

D r a w i n g N o.

R e v N o.

A/601/PL/10 Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


step

channel

32.46 32.59 32.44

32.54

32.43 32.57

of structural slab)

sv

(Top of screed)

31.95

31.4

31.650

4

31.460

(FFL)

G/DO4

6

31.660

con

(FFL)

31.660

cret

e

32.010

Safe GF04

G/DO5

31.1

Buggy Park GF36

8

D L 2 04 0x8 2 6x4 4

G/DO6

Admin OfAce GF03

Lobby G/DO7 GF33 G/DO8

32.49

32.027(Top

of screed)

31.900(Top

of structural slab)

Stair GF06

31.660 (FFL)

32.090

31.660

Ø0 .2 6.0 5 eart ht h

31.53 31.630 31.63

sap

ling

31.51

31.510

31.280

Ø0 .2 4.0 0 ht 31.380

conc post & wire mesh fence 1.80 ht

31.28

of screed)

30.550 (Top

of structural slab)

g

Ø0 31.38 31.38 3 .20 .0 h t

32.010 (FFL) 31.260 (FFL)

eart32.010 h

31.25

Stair Stair 1 GF07 GF 30.700

HBO U CEN RHOO D T RE Area of extension Occasional access required.

100

m S Eo T Tn I N G OUT e t out it parallel to the existing buildings at this dimension ringthe distance from the boundary. The wSsubject ell to ochecking

(Top of screed) (Top of structural slab)

30.52 Quiet Room Baby Change GF09

tarm

ac

h S O2 0 8 2 x1 0 0 0x21 0

G/D13

30.67

G/D28

G/S.F.P 1

Creche / Play Area 2 GF15

G/D27

Screen 1

G/S.F.P 1

G/D17

G/D20

G/D19

G/D18

Kitchen GF 11

Wet Area GF13 G/D21

up

3 1 . 11 0 (FFL)

30.89 30.91

bus h 2.0 ht

G/D22

con

c

g

30.510 3 0.5

31.7 4 eart h mou nd

30.40

g rwp /

7

30.2

30.4

3

1 30.0

8

fruit Ø0 .2 3.0 5 ht

ic cl 3 0.5

30.42

h

0

ic cl 3 0 IL29 .30 .18

plan

ting

30.24

up Revision

Drawn By

g

gar

den

t this wall out at right angles to the south elevation Creche/Play MH'H Area 1St oethe dimensions shown subject to checking the Ø0 distance from the boundary. The distance from the .18 GF 12 TFR ' boundary must not be less than 1050mm. I n30.440 k p e n D o w 4n.0i e ht A r c h i t e c t u r e & D e s i g n L t d CL3 30.5 30.44 svp 1 rwp/g 2 Balkerne House Balkerne Passage Colchester CO1 1PA UTL 0.44 TIM UNDER BER Tel 01 206 577 2 44 Fax 012 06 5 63 37 G/D23 PILE G/D24 G/D25 ic arch@inkpendownie.co.uk 100 www.inkpendownie.co.uk cl 3 0 IL 2 .48 9.6 30.5 1 Store GF 14 Dr awi ng Stat us 1 pav ing S E T T I N G OUT

G/D15

0

ling

check site dimensions o n c e the existing demolished.

Rev Date

G/D26A

concrete

FOR INFORMATION

31.120

31.12

pressed aluminium cill by window fitting company not by Sapa

0 0x21 0

G/D26

30.1 sap

rwpbungalow is /g 30.42

G/D27A S O2 0 8 2 x1 0

3

100

S O2 0 8 2 x1 0 0 0x21 0

Screen 2

Children Toilets GF10 ridge level 35.47

G/D16

RUN VID 2 E REP O ORT

(Top of screed) (Top of structural slab)

G/D14

Lobby GF39 G/D12

Meeting Room GFO8

30.49

ridge level 35.23

30.49

30.705

30.550 MH 30.700 cl 3 tl 3 0 0 IL 2 .64 .70 9.6 9

100

30.33

G/D28A

30.4

conc post & paving fence 0.50 ht 30.69

100

G/D61 G/D60 G/D58

S O2 0 8 2 x110 0x 1 3 0

eaves level 33.68

0

h

30.29

eart

eart 30.64 h

10

30.34

steel stairs

G/D62

Branch waste to basins to fall to stub stack Branch waste to urinals accessed from female wc

Corridor GF17

100

Stair 3 /g

MH2 cl The 30 Well g 30.55 IL30 .67 Hospitality .08 GF 16 30.63

30.78

G/D11

30.550

30.910

Site Area; Site perimeter to be fenced to prevent access by members of the public and users of adjacentNbuildings EIG

rwp

30.65

eart

31.120

31.12

g

of structural slab)

brick wall

2

30.89 30.890

31.250

30.550 (Top 32.210

distance from the boundary must not be less than 1050mm.

31.03

31.380

30.8

6

(AR)

30.705 (Top

G/D10

31.385 (FFL)

31.835

31.530

31.71 y e w 31.80 Ø0 .10 3.5 (2) ht

S O2 0 8 2 x1 0 0 0x 140

100

1

30.5

30.510

1

closeboard fence 1.8 ht

13043 S E T T I N G OUT T h i s dimension is subject to checking the distance from the boundary. T h e distance from the boundary must not be less than 1050mm.

34.15 eaves level

32.54

G/DO9

S O2 0 8 2 x90 0x 1 3 0

Site Area to construct Surface Water Sump Site perimeter to be fenced to prevent access by members of the public and users of adjacent buildings See Drawing 04 for further details

Area of existing buildings

of structural slab)

WC GF05 Ø0 .3 4.0 5 ht

bus h 1.6 ht

of screed)

31.900(Top

32.1

(AR)

RUN VID 1 Eopening O size REP lift2130 ORTx 1405

32.027(Top

of structural slab)

SO 2082x1075 DL 2040x1000

32.090

30.92 c conmp ra

30.7 5 2 Stair GF

S E T T I N G OUT S e t the grid line out 105mm from face of brickwork.

30.44

ic cl 3 1 IL 3 .04 0.3 2

31.835 (FFL)

t

32.44 32.56

of screed)

31.900(Top

ac

30.86

31.00

ic cl 3 1 IL 3 .06 0.4 8

32.055(Top

FFL = 32.055 32.055

G/DO1

31.400

ac

G/DO2

tarm

31.08

brick wall

32.59 32.73

Hording & plastic sheeting 32.42 32.54

31.2 6 Entrance g 32.040 GF01

up

.13 ridge level 37

tarm

svp 31.99

31.27 31.18

31.670

31.40

pos

of structural slab)

STHub 03 GF02

31.6

7

31.900(Top 32.035

(Top of screed)

7

0

4 30.705

30.2

site dim

ramp

ss

(FFL)

31.390

32.70 32.60

e

gra

up

31.37

MH5 CL3 0 IL29 .70 .54

pvg

G/D29

30.81 up

30.1 9 ling

6

brick wall 0.6 0 ht timber fen ce 1.8 ht

(FFL)

32.090

31.62

of screed)

tl 3 2.2

G/D30

30.5

Hall GF 27

30.23 30.67 100

h

31.21

32.055(Top

OfAces GF 29

RUN VID 1 Servery EO GF 28 REP ORT

MH CL3 IL29 0.72 .63

S O2 0 8 2 x1 0 0 0x 140

eart

31.91

31.730 31.73 concrete retaining wall che rr Ø0 y .2 31.490 4 .0 h 0 t 31.49 31.660 31.39 31.670

G/D50

sap

30.2

30.23

.4 32

31.68 31.61

32.030

32.03

fruit Ø0 .1 4.0 0 ht

E

O GF 32 REPorgan Protect loft ORT @ 1st F level

30.3 2 euc a Ø 0 lyptus .15 5.0 ht

bus 4.0 h ht

eart

S O2 0 8 2 x1 0 0 0x 140

31.84

VID

G/D51

30.46

G/D48

2040x4 7 6

32.21

ac

Bookshop

OfAces GF 30

Clergy ofAces RUGF N231

paving

30.58

30.62

DL

brick wall

32.80

31.84 32.05 31.95 rwp/ g g c onc rete 32.00

32.040

31.900(Top

32.38

8

30.53

planting

30.4

S O2 0 8 2 x1 4 7 6 D L 2 0 4 0 x9 2 6

tarm

2

32.020

A03 G/D52

30.69

boll

g

30.5

G/D57 ramp

INT ER TFR NAL M H'S

G/D31

Meeting Room GF18

32.218

100

32.58

32.01

32.010 (FFL)

Ø0 .2 4.0 0 (4) ht

4

G/D46

100AR

32.18 32.385

0

32.84 32.75

up

32.008

A02

Ø0.15 3.0 ht

32.54

ramp

32.71

9

32.5

Ø0 .2 1.5 0 ht

tl 3 0.7

d

30.57

8

G/D40

GF19

B04

canopy

3

bush 3.0 ht

planting

32.228

30.66

sign

0

concrete

32.7

bush 2.0 ht

G/D 03

31.84

12365

32.83

rwp

32.07

tarmac 30.52 eaves level 33.76

/g

gas

32.34 rwp /g

existing door

30.55

rwp

.84

tp

MH CL3 0 IL29 .72 .75

G/D32

G/D53

30.72

up

32.010

yew Ø0 .1 4.0 0 (5) ht

G/D33

32.213

eaves level 35.67

sv

Ø0 .1 4.0 5 (3) ht

10

G/D34

Male WC GF 20

S & VP

30

boll

100

MHD CL3 0 IL29 .72 .84

Existing Underground Drainage Extended

30.81

32.76

tl 3 2.9 3

boll

32.51 32.64

Store

GF 23

e le v 50.7 el 6

31.650 g

10 0 Kitchen

ic cl 3 0 IL29 .53 .64

G/D45

spir

5

cret

ST PAR PETER ISH ' CHU S RCH

ridge level 42.36

Ø0 .1 3.0 0 ht 32.2 1 up

Vehicle Entranc e

7

COOKER POSITION G/D41

G/D56

step

30.5

30.59

step

4

/g

Kitchen GF 26

Corridor GF 24

M HE 4 Stair CL3 0 UTL .72 -BO LTE D

G/D55

rwp

30.49

up

G/D43

Flowers GF 35

ST0

100

32.80

step

Lobby GF25 tl 3 0.7 5

30.75

MHG CL3 2.5 Music IL Store 3 GF UT34 L-U DEN NDER S UND E ERG AG/D54 ROW LL T H R SOUND T H OUG ED H

c

G/D44

(AR) conc

30.5

30.57

30.50

stub stack with air admitance valve

g

con

TFR

31.06

MHF CL3 G/D42 0 UTL .71 -ST UCK

30.77

30.85 30.62

30.57

32.7

31.59

earth

g 30.66

rwp/g

up

32.6 con if Ø 0 er .2 10.0 0 ht

31.10

30.55

30.93

30.92

tl 3 2.9 6

32.59

boll

con

31.76

rwp/g

tarmac

Female WC GF21

ST0

sv

31.21

30.68

G/D47

ing

boll

rwp/g

he av 1 dge .5 h t

31.03

30.73

30.67

30.75

conc post & wire mesh fence 1.30 ht

31.12

ac

d she

up

32.74

pav

32.55

31.60

tarm

30.88

ht brick wall av 0.70

31.39

channel

rwp/g

she bus 3.0 h ht

S O2 0 8 2 x1 0 0 0x 140

32.73

e

32.10

31.33

gas

channel 32.76

kerb 32.79

32.75

kerb 0.12 ht

cret

Bow er bed

32.70

steel rail 0.2 5 ht

con

rwp/g

7

NOTES

re

concrete posts 31.43

2

WC 1 GF 22

32.77

32.71

32.76

32.75

ing

32.74

E

pav

che rr Ø0 y .2 2.5 0 ht shru b av 1 bery .5 h t

ic cl 3 1 FLO .36 ODE D

ss

.96

4

channel

32.84 32.77

4

up 32.88

tl 3 2.9

32.95

32.74

ac

7

32.74

32.69 32.60 32.74

32.7

boll 32.7

32.7 9 up

0

ic cl 3 1

9

gra

7

brick wall 1.05 ht

32.66 chan nel 32.71

3

ing

sv

31.64

32.44

fruit Ø0 .2 3.5 0 ht

ic cl 3 2.0

31.4

conc post & wire mesh fence 0.90 ht 31.78 31.61

32.03 32.10

32.92

ss

31.60

pav

gra

.29

ic cl 3 2.1

31.2

1

31.40

con if Ø 0 er .2 10.0 0 ht

ic cl 3 2

.26

che r Ø 0 ry .2 2.5 0 ht

32.76

32.8

8

32.23 32.88

boll

boll

32.68

ic cl 3 2

ac

g

32.50 32.64

.31

32.78 tarm

bt

ic cl 3 2.2

32.0 0

11160.2

1

Vehicle Entranc e

tarm

T h is d r a w in g h as be e n p ro d uc ed f o r t h e c l i e nt fo r t he p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e a g r ee d w i t h t h e c l i e n t a n d w i l l h a v e a c o mm e n s u ra t e d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g i s n ot i nt e n de d fo r us e by a ny o th e r p e rso n o r fo r a ny o th e r p u r p o s e t h a n t h a t s p e c i f i e d h e r e. I n k p e n D o w n i e A r c h i t e c t u r e & D e s i g n a c c e p t n og l i a b i l i t y a e rs on o r fo r w h a t s o e v e r i f t h i s d r a w i n g i s u s e d b y a n y o t h e r prd ens a n y o t h e r p u r p o s e.

ALL INT UTL'S ER A OVE NAL M RE BEC R A AUS H'S WO N ULD D CHIS ARE T E ILED EL DAM AGE ING TILE S

S O2 0 8 2 x1 6 3 0 D L 2 0 4 0 x9 26 D L 2040x4 1 5

ic cl 3 2

6

32.3

2

R 12 087. 5

hedge 0.90 ht

.74

32.3

1 conc post & wire mesh fence 0.90 ht concrete

sv

32.64 32.79

mh cl 3 2.3

31.3

re

8

mh cl 3 2.6

6

DED

31.90

ST0

mh cl 3 2

ic cl 3 1.4 0 PUM CHA PING MBE R

31.22

32.70 32.85 fh

ALL MH'S FLO O

roof level 36.17 32.7

mh cl 3 2.8

IC

ac

32.86

tarm

Do no t s ca l e d i m ens i o ns o ff d r a w in gs . Us e w r i tt en o r c a lc u la te d d i me ns i o ns. T he c on t ra ct o r i s re sp o ns i b le f o r c he ck in g a l l d i m en s io ns b ef o r e o rd e r i ng o r st a rt i n g w o rk.

conc post & closeboard fence 1.80 ht 30.49 Bower bed

CLIN

30P.4r o j e c t 6 30.460

Extension to St Peters Church Harold Wood Cli e nt

St Peters Church

protect trees

Ca d F il e

Sca le

Drawn By / D a t e

Mac 11 601

1: 100 n ts

BD/32.01.08

Checked By / Date

Titl e

Area to be protected with hoarding and plastic sheeting taped to existing building fabric to prevent dust entering church

Rev Q 20 Aug 09 additional information containment kerb Rev P 14 Aug 09 additional information Rev O 3 Aug 09 additional information to section regarding ramped path Rev N 28 July 09 amendments to show agreed scheme. Rev M 26 Jun 09 surface change Rev K 22 Dec 08 additional notes Rev J 10 Oct 08 omitted Bin Store Rev H 30 Sep08 added dimensions to Bin Store

Rev G 18-0708 added main service route and amended plan size for extension added ACO channels to north side of the building & spec clause change for the paving REVISIONS

Site Plan Temporary Works D r a w i n g N o.

A/601/C/01

R e v N o.

Q

C o p y r i g h t r e s er v e d b y I nk p e n D o w n i e Ar c h i t e c t u r e & D e s i g n . T h i s d r a w i n g s h a l l n o t b e r e p r o d uc e d or us e d w i t h o u t pr i o r p er m i ss i o n o f t h e p a r t n e rs h i p .


line of new path step new wall down with fall in path retain existing concrete base but remove existing block work Existing path level. Existing soil level

32.7

32800

32800

32664

32644

32386

8

32366

T h is d r a w in g h as be e n p ro d uc ed f o r t h e c l i e nt fo r t he p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e a g r ee d w i t h t h e c l i e n t a n d w i l l h a v e a c o mm e n s u ra t e d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g i s n ot i nt e n de d fo r us e by a ny o th e r p e rso n o r fo r a ny o th e r p u r p o s e t h a n t h a t s p e c i f i e d h e r e. I nk p en D o w n i e A r ch i te ct u re & D es i g n acc ep t no l i ab i l i ty wh a ts oe ve r i f t h is d r a w i ng is us ed b y any o t he r p e rs on o r fo r a n y o t h e r p u r p o s e.

Gate Posts Rectangular hollow section supplied with hinges. 100 x 100mm for gates

Tree

32710

return fence existing timber fence and concrete posts

Line of new brick wall new wall on new footing as it returns around to to engineers detail steps Line of main entrance steps

Tree

32.86

32.70 32.85

new wall (Bricks as extension) on new footing to engineers detail

Do no t s ca l e d i m ens i o ns o ff d r a w in gs . Us e w r i tt en o r c a lc u la te d d i me ns i o ns. T he c on t ra ct o r i s re sp o ns i b le f o r c he ck in g a l l d i m en s io ns b ef o r e o rd e r i ng o r st a rt i n g w o rk.

Barbican速 style swing gate 2500mm high in galvanized finish. CONTRACTOR TO CHECK WIDTHS BEFORE ORDERING Speci,cation The gates have 129mm pale pitch. Widths :- 1239 btetween posts Height :-2.5m Horizontal rails 60x40mm Hang/slam stile 80x60mm with 60mm to view.

Hinges Allow gate to open through 180 degrees and are adjustable.

Elevation

31.2

32.040

32000

31.3

2

NOTES This drawing is to be read in conjunction with the structural engineers and the service's consultants drawings & specifications.

Locking system and Accessories To be supplied with key lock and hold open catch.

7

Finish Hot dip galvanized to BS EN 1461.

SECTION ON CC

30.49 30.34

30.59

30.4

of structural slab)

G/D62

Manhole Adjust position of cover to co-ordinate with pavier

of structural slab)

32.027(Top

of screed)

31.900(Top

of structural slab)

and entrance phones etc. Set central to pier and fed from below of structural slab)

31.660

31.650 31.650

32.010

(FFL)

Rev Date

Screen 1

G/D27A S O2 0 8 2 x1 0

D L 2 04 0x8 2 6x4 4

32.027(Top

of screed)

31.900(Top

of structural slab)

Retain existing kerb 30.700

(Top of screed)

30.550

(Top of structural slab)

G/DO8

G/D12

G/D15

S E T T I N G OUT S e t this wall out at right angles to the south elevation t o the dimensions shown subject to checking the distance from the boundary. The distance from the boundary must not be less than 1050mm.

G/D20

G/D23

32.44

31.280

G/D10 32.010

31.28

31.380

31.38 31.38

new lamp standard

32.010 (FFL) 31.260 (FFL)

1 2 3 4 5

31.51

31.380

31.510

31.25

31.250

32.000 32.010

31.250

31.120 31.400 31.40

31.12

wall line

Barbican速 style swing gates in galvanized finish. CONTRACTOR TO CHECK WIDTHS BEFORE ORDERING Speci,cation The gates have 129mm pale pitch. Widths :- 1239 btetween posts Height :-2.0m Horizontal rails 60x40mm Hang/slam stile 80x60mm with 60mm to view.

32.570

NEW LEVELS

gulley level 31.640

31.460

32.000

31.680 31.700

EXISTING LEVELS

32.040

Gate Posts Rectangular hollow section supplied with hinges. 100 x 100mm for gates

Marshalls conservation kerb

n kpen Downie Architecture & De sign Ltd 30.440

Balkerne Passage

Tel 01 206 577 2 44 arch@inkpendownie.co.uk

G/D25

G/D21

G/D22

Colchester

CO1 1PA

Fax 012 06 5 63 37 www.inkpendownie.co.uk

Dr awi ng Stat us

30.460

31.12

31.120 30.510 3 0.5

31.950 30.89

3 1 . 11 0 (FFL)

7 6 5 4 3 2 1

30.89 30.890

30.91

1

30.5

30.510

31.950

1

13043 S E T T I N G OUT T h i s dimension is subject to checking the distance from the boundary. T h e distance from the boundary must not be less than 1050mm.

New timber fencing to match that which has been installed to vicars garden.

NOTE:

Finish Hot dip galvanized to BS EN 1461.

FOR INFORMATION

30.4 P r6o j e c t 30.460

Extension to St Peters Church Harold Wood Cli e nt

existing levels shown thus

32.01

proposed levels shown thus

32.01

Hinges Allow gate to open through 180 degrees and are adjustable. Locking system and Accessories To be supplied with key lock and hold open catch.

SECTION AA - THROUGH VEHICLE ENTRANCE

G/D24

31.03

30.910

break up existing concrete surface in this area

Drawn By

S O2 0 8 2 x1 0 0 0x 140

31.375

31.630 31.63

A

31.95

30.44I

2 Balkerne House

31.385 (FFL)

31.835 31.825

31.53

G/D26A

G/D14

Lay new kerb to Engineers detail

31.835 (FFL)

31.660 31.660

31.530

G/S.F.P 1

G/DO7

31.660 (FFL)

Gully

Revision

30.555

0 0x21 0

G/D26

G/D13

G/D11

S O2 0 8 2 x90 0x 1 3 0

G/DO6

check site dimensions o n c e the existing bungalow is demolished.

step 150mm

lift opening size 2130 x 1405

G/DO9

G/DO5

Cable to feed external lighting insert 68mm RW pipe below build up to allow to feed electrical cabling to lighting to be mounted on pier.

31.660 32.010 32.000 31.660

G/D27

S O2 0 8 2 x1 0 0 0x21 0

G/DO4

1400

30.24

30.42

30.42

pressed aluminium cill by window fitting company not by Sapa

S E T T I N G OUT S e t out parallel to the existing buildings at this dimension subject to checking the distance from the boundary. The distance from the boundary must not be less than 1050mm.

Precast to match copings etc flush to brick and 120mm thick with very slight fall toward ramp made up in 3 sections.

32.090

G/S.F.P 1

Screen 2

Tarmacadam to Engineers specification

G/DO4

31.460

G/D28

Concrete flag paving & shingle

(Top of screed)

SO 2082x1075 DL 2040x1000

(FFL)

of structural slab)

S O2 0 8 2 x1 0 0 0x21 0

S O2 0 8 2 x1 0 0 0x 140

of screed)

FFL = 32.055 32.055 External post for door controls

G/DO1

32.090

31.46 31.650

30.550 (Top

(Top of structural slab)

30.23

32.055(Top 31.900(Top

A

31.900(Top

32.09

of screed)

S O2 0 8 2 x1 0 0 0x 140

32.010 (FFL)

30.69

30.49 30.550 30.700

30.705 (Top

(Top of screed)

305

32.000 32.010

1

30.29

30.44

G/D28A

New concrete paving to drive-way with brushed/exposed aggregate finish. Thickness & reinforcement to structural engineers specification. Base: new granular sub-base to structural engineers specification.

G/DO2

31.64

of structural slab)

30.705

32.040

30.4

site dim

32.000 31.37 32.040

400

2 steps up

keep existing concrete base and lay new concrete surface

(Top of screed)

30.550 (Top

31.670 31.670 31.700

1 2 405 800

800

4

32.210

(FFL)

31.680 600

of screed)

31.900(Top 32.035

30.33

Gully

(FFL)

New concrete paving to drive-way with brushed/exposed aggregate finish. Thickness & reinforcement to structural engineers specification. Base: existing concrete surface 30.705

32.055(Top

30.23 30.67

31.49 31.490 31.390

Form kerb to both sides using "special" deep kerb set below concrete to project above top level of concrete by 110mm.

S E T T I N G OUT S e t the grid line out 105mm from face of brickwork.

G/D29

C

31.62

31.39

31.660

Gully

G/D50

New Of,ces concrete block paving to pedestrian path. Base:GFnew granular sub-base to structural engineers specification. 29

2040x4 7 6

A

Gully

32.49

G/D30

30.49

32.030 32.03 31.730 31.73

32.57

SECTION BB - THROUGH SLEEPING POLICEMAN

0

0

30.40

KeepOf,ces existing surface

32.040 32.040

Breakout existing rockery etc.

install new curb

3

G/D61 A03 G/D52

DL

32.84 32.75

32.010 32.020

32.21

32570

1200

G/D31

32.218

G/D58

32.386 32.366 32.385

break up and lay new base for the new concrete surface

32.580

GF19

B04

S O2 0 8 2 x1 4 7 6 D L 2 0 4 0 x9 2 6

32.644

32.60

7

G/D60 32.008

A02

32.54

Construct new brick wall on new and existing footings. Allow to run cable and fit and feed light fittings within wall.

32.38

32.228

S O2 0 8 2 x110 0x 1 3 0

G/D 03

32.59 32.73

100

30.5

32.040

32000

GF 30

B

retain and clean existing concrete drive.

32.070

12365

32.80

32.74

32.70 32.71

30.2

G/D51

Retain existing concrete base/footing construct new concrete footing

Breakout existing concrete back to a clean line and lay block paviers to form a "sleeping policeman" with zebra crossing to provide a level route across the drive to engineers detail.

Stair 3

32.76

32.664

existing door

G/D53

32.83

31.68 31.61

32.68

new wall on new footing to engineers detail

30.57

32.74

32.77

32.58

32366

32.213

32.07

32.09

32.54

Line of main entrance steps

Line of new brick wall as it returns around to steps

32644

R 12 087. 5

32.84 32.77 32.74

32.79

32.75

32.76

32.50 32.64

30.2

G/D47

G/D34

6000

32.34

31.71 31.80

32.54

All fencing except that instructed to the north boundry to be by client

6

31.7

32.386

32.51 32.64

32.46 32.59

B

Line of new concrete drive

SECTION ON CC @ 1: 50

Remove existing tarmac and bollards and infill with new topsoil for planting

32.43 32.57

A

G/D32

external light fitting positions

5

retain existing curb

32.44 32.56

30.4

G/D40

Concrete race and backing

32386

Remove existing step

32.800

1950

8

30.62

G/D46

New curb to form planter

Gully

1200

30.5 G/D57

G/D48

32664

Gully

32.42 32.54

step

line of new path step new wall down with fall in path retain existing concrete base but remove existing block work Existing path level. Existing soil level

new wall (Bricks as extension) on new footing to engineers detail

32.09

Remove existing drainage troughs and cut back and replace with block paving

Make up to Engineers spec

2

G/D45

S O2 0 8 2 x1 0 0 0x 140

32.73 32.76

32.60 32.74

BLOCK PAVING Marshalls Keyblok 80mm block to vehicle traffic and 60 mm to pedestrian traffic. "Burnt Ochre" to all areas except for crossing, the highlighted panels of which are to be "natural" The top and bottom of the slopes to the sleeping policman are to be formed using Marshalls seedcheck block 200x 200x 200(Charcol). All to be laid in accordance with structural engineers details and with manufacturers details. HAZARD WARNING PAVING Marshalls textured 400x400x50 Natural. All strips to be 800mm deep. with Marshalls conservation kerb 600 x 250 x 205 silver grey. To form steps at main entrance.

31.84

retain existing curb

G/D41

G/D56

Existing concrete

32.090

A

G/D55

step

cut existing concrete lay new curb with planter behind

32.71

32.7

7

COOKER POSITION G/D43

Paving slabs to form step with block paviers to trim to opening flush to existing concrete

32.800

Supply cable for future lighting to terminate in suitable maner for connection in future.

New concrete

step

Remove existing step

32.73

32710

30.5

31.59 Screed

retain and clean existing concrete drive.

B

C

31.76

G/D54

32.95

32.74

remove existing paving & extend soft landscaping

32.75

32.55

30.53

30.49

Stair 4 Containment kerb

retain existing curb

4

30.57

8

30.3 30.75

step

7

30.50

G/D42 up with concrete Set out to line post and window reveal

G/D44

9 32.88

32.7

30.5

Tree

32.7

3

6

30.75 30.77 30.57

30.58 30.55

S O2 0 8 2 x1 6 3 0 D L 2 0 4 0 x9 26 D L 2040x4 1 5

32.8

30.6

11160.2

Cut back to neat line and install block paving on edge

32.69

32.66

Remove existing drainage troughs and cut back and replace with block paving

30.67

520

31.60

32.76

30.68

30.93

31.40

32.71

31.60

31.64

32.44

32.92

30.73

30.88

31.39

lay new curb with planting area behind

32.7

31.33

31.03

Tree

32.64 32.79

32.78

31.78 31.61

32.03 32.10

32.23 32.88

1

31.22

ST0

31.43

31.12

Return Fence Section Section sizes construction and finish to match gate i.e. 1 x 100mm post with palings and horizontal rails to match. 30.85 30.62

St Peters Church Ca d F il e

Sca le

Drawn By / D a t e

Mac 11 601

1: 100

BD/32.01.08

Checked By / Date

Titl e Rev Q 20 Aug 09 additional information containment kerb Rev P 14 Aug 09 additional information Rev O 3 Aug 09 additional information to section regarding ramped path Rev N 28 July 09 amendments to show agreed scheme. Rev M 26 Jun 09 surface change Rev K 22 Dec 08 additional notes Rev J 10 Oct 08 omitted Bin Store Rev H 30 Sep08 added dimensions to Bin Store

Rev G 18-0708 added main service route and amended plan size for extension added ACO channels to north side of the building & spec clause change for the paving REVISIONS

Site Plan & External Works D r a w i n g N o.

A/601/C/03

R e v N o.

Q

C o p y r i g h t r e s er v e d b y I nk p e n D o w n i e Ar c h i t e c t u r e & D e s i g n . T h i s d r a w i n g s h a l l n o t b e r e p r o d uc e d or us e d w i t h o u t pr i o r p er m i ss i o n o f t h e p a r t n e rs h i p .


G

H

J

L

K

N

M H

Remove existing door and frame and over panel construct new metal stud over panel (----) and fit new doors and frame to fit existing opening

Corridor new 100mm block partition GF 24

08

Amended drainage design as a result of making cost savings.

new 140mm block partition

G/D43

Existing Foul Water Drainage to be Ratained

Kitchen GF 26

Proposed Foul Water Drainage Existing Foul Water Drainage to be Abandoned COOKER POSITION

STAIRWELL 4 Remove existing floor finishes prepare base and lay new floor finishes. Retain existing handrails, balustrade, strings, skirtings and nosings etc. Re-Decorate handrails, balustrade, strings and skirtings.

Existing Surface Water Drainage to be Retained Proposed Surface Water Drainage

EXISTING DOOR & FRAME Remove existing door and replace with new FD 30 Door

Remove hatch & brick up existing opening

EXISTING CUPBORDS Remove existing cupboards and associated joinery. Finish walls in plaster and complete finishes in accordance with kitchen specialist requirements.

Remove existing door and frame form new opening and fit new door & frame

KITCHEN See drawing A601-C-64 severy details including setting out

G/D40

WC 1 GF 22 G/D39

(Top of screed)

SERVERY OPENING Reduce existing opening with blockwork partitions allow to incorporate FR Roller shutter and co-ordinate with kitchen specialist regarding setting out dimensions.

G/D35

900

G/D48 Form new opening and fit new door & frame

Brick up opening

Existing Underground Drainage Extended

G/D32

existing window opening to be blocked

G

Lobby GF37

Entrance GF 38 A01

32.213

existing door

G/D57

G/D58

2361

G/D53

610

32.055(Top of screed) 31.900(Top of structural slab) 32.035

Servery GF 28

Of<ces GF 29

KITCHEN See drawing A601-C-64 severy details including setting out 1970

1950

Lower level ventilation opening size to be checked with the services engineer. Vent opening to be centered with the window opening

42 56

Remove existing window & frame Fit new FR Frame and glazing to opening See Drg 63 for details

30.705

(Top of screed)

30.550

(Top of structural slab)

30.705

30.550 (Top of structural slab) 32.210

The Well H it lit

Drawn By

G/D59

1436

Inkpen Downie Architecture & Design Ltd

SETTING OUT Set the grid line out 105mm from face of brickwork.

2 Balkerne House

02

STORE disconnect existing services and demolish existing walls, roof & floor etc

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

Drawing Status

FOR INFORMATION

DOOR REVEALS Form new opening and blockwork return.

G/D29

D

SERVERY Form new opening in existing brick work to accomodate new servery counter.

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

M

1045

check moveable wall manufacturer's recommended width

Line these walls through

Remove existing door & window & frames. Enlarge openings to match adjacent windows. Fit new FR Frame and glazing to opening See Drg 63 for details

Revision

ESCAPE DOOR Form openning in existing cavity wall with lintel over. Return partition in plaster board construction and fit new door FD30S.

(Top of screed)

N

Rev Date

260 105

270

R

1335

G/D30

Remove existing door & frame brick up opening and plaster.

Set out dimensions to be determined on site

920

brick up existing opening. See Drg 63 for details

Hub GF02

G/D50

490 225

388

hatched zone for outlets

Form new opening with lintels over in cavity brick work to accomodate fan convection unit. Construct housing, within undercroft, around unit to provide 1 hours fire resistance.

G/D51

673

150

R 12 087.5

2087

Bookshop 490 GF 32

Of<ces GF 30

Meeting Room GF18 UNDERCROFT

03

STAIRWELL 3 Remove existing floor finishes prepare base and lay new floor finishes. Retain existing handrails, balustrade, strings, skirtings and nosings etc. Re-Decorate handrails, balustrade, strings and skirtings.

G/D49

2140

on sections.

Clergy of<ces GF 31

G/D31

DOOR REVEALS Form new opening.

1750

Remove existing door & frame brick up opening and plaster.

11160.2

re-use existing structural opening

s, WC and all associated &VP. Form new opening er to match existing.

Retain existing brick wall

A03 G/D52

G/D31A

STORE disconnect existing services and demolish existing walls, roof & floor etc

1

Overflow at high level

Project

Extension to St Peters Church Harold Wood

1186

G/D28A

A05

30.705

(Top of screed)

30.550 30.700

(Top of structural slab)

Client 1000

St Peters Church

G/D28 900

32.218

B04

L

DOOR TO STAIRWELL Remove existing door and frame. Install new brick partitions including to underside of flight. Plaster and form new opening for door and frame.

Stair GF19

32.228

04

Hall GF 27

900

G/D63

32.008

A02

225

G/D 03

Stair 3

stub stack with air admitance valve

Remove existing glazed screen and door. Break out courtyard and construct new ground bearing slab insulation and floor and new flat roof over.Plaster new and existing walls & tile to half height.

G/D60

provide boxing for RW down pipes

N

G/D61

Provide boxing for RW down pipe

436

G/D33

Male WC GF 20

Corridor GF17

S & VP

05

Set out dimensions to be determined on site

Branch waste to urinals accessed from female wc

redundant drain run to be blocked up

G/D47

NEW EXTERNAL OPENING Form new opening in existing masonary wall fit new door and frame. FD 30.

G/D62

G/D36

Branch waste to basins to fall to stub stack

G/D37

Overflow at high level

ALTERATIONS TO FORM TOILETS Remove all existing plumbing, ceilings and wall finishes. Demolish partitions where not required. Form openings where indicated and construct new brick partitions and remove existing doors and frames and brick openings where shown. Install new plaster board ceilings to level throughout. Plaster walls, tile where indicated and lay floor finishes in preparation for fitting of partition system.

G/D34

URCH all associated oor and sub floor. f to bay as shown on d enlarge existing

06

3322 subject to the kitchen layout

30.685

G/D38

Female WC GF21

Fit pair FD 30 S timber doors with one leaf fitted with an assisted opening device controlled by a manual push button switch.

G/D46

G/D56

step

F

G/D64

Screen 2

check site dimensions once the existing bungalow is demolished. C a d F i l e

G/S.F.P 1 4734

1013.9 572.5

step

G/D45

342

Corridor GF 40

step

Stair 4

G/D55

G/D54 step

Kitchen Store GF 23

SO 2082x1000x140

Flowers GF 35

Existing Surface Water Drainage to be Abandoned

07

G/D41

Music Store GF 34

This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

K

NOTES

665

1755

Lobby GF25

Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work.

grease trap to be agreed with kitchen specialist

pipe run to be agreed with kitchen specialist

2250

G/D44

J 1815 from existing plaster

G/D42

P Q

O

Rev P 29 Dec 2008 additional door no G/D31A Rev O 15 Dec 2008 changed hand of door G/D45 Rev N 28 July 2008 added door numbers to missing doors revised schedule Revised opening from 930 to 900 Door GD 63 LIntel can remain the same Rev M 17 July 2008 Additional setting out dimensions GF21&GF22 layout changed Rev L 10 June 2008 Amended levels & Drainage layout is shown Rev K 30 May 2008 Amended drawing re cost Reductions Rev J 12 May 2008 Amended drawing re B Regs Queries REVISIONS

C

Mac 7 601

Scale

Drawn By / D a t e

1: 50

ST/13.09.07

Checked By / Date

Title

G F Floor Alterations to Existing D r a w i n g N o.

R e v N o.

A/601/C/05

P

Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


G

H

J

L

K

N

M H

P Q

O

J

Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work.

K

FF/D32

EXISTING TOILETS Take up existing floor finishes, remove ceilings and replace with plasterboard ceilings and new sheet flooring. Remove sanitary ware and replace with new.

Stair 4 FF30

SLIDING FOLDING SCREEN Retain existing screen.

Store FF24 FF/D27

STAIRWELL 4 Remove existing floor finishes prepare base and lay newfloor finishes. Retain existing handrails, balustrade, strings, skirtings and nosings etc. Re-Decorate handrails, balustrade, strings and skirtings.

Lounge FF27

FF/D30

fire exit

KITCHEN Remove existing hatch and block up opening. Form opening and fit new door and frame

WINDOW & CILL OVER ESCAPE DOOR. Remove existing window and cut out section of cill. Fit new cill / lintel and new window over.

FF/D24 33.685(FFL)

fall

EXISTING WALL remove upper section of brick wall and bring new flat roof over into new gutter omn new timber fascia. See Roof Plan for other works

FLAT ROOF Lay new boarding with tapered insulation laid to fall and install new flat roof finishes upstands and cast iron gutter and down pipe. fall STAIRWELL 3 Remove existing floor finishes prepare base and lay newfloor finishes. Retain existing handrails, balustrade, strings, skirtings and nosings etc. Re-Decorate handrails, step balustrade, strings and skirtings.

fall

950

L Remove existing door and frame. Form new opening and remove wall & door to cupboard. Block up existing opening fit new door and frame.

Landing FF20

33.597(FFL)

Roof 1

260

B06

Thin bed screed to fall to gully.

Plant Room FF22

Painted liner

z

for details to roof 1

see roof drawing A/601/C/14

existing pier

03

33.597(FFL)

80 x 80 Plastic wood screwed and plugged to the slab.

SECTION ON ZZ

rwp

FF/D35

800

B04

New cavity construction

04

FF/D23

Stair 3

05

New brick and block cavity construction over existing walls Remove end section of tiled roof construct walls re lay roof and fit lead flashings to roof

step Place of refuge Refuge

225

fall

N G

WINDOWS Retain existing windows except for window over new escape door.

retain existing partition

Corridor FF18

Kitchen FF26

06

overflow pipe & boxing

1935

FF/D19

Remove existing window and alter opening to take new door and frame. Retain existing lintel and fit new door withinh existing height.

Rev Date

Revision

Drawn By

33.597(FFL)

z Inkpen Downie Architecture & Design Ltd 2 Balkerne House

Remove existing window and brick/block up existing cavity construction

Balkerne Passage

02

Tel 01206 577 244 arch@inkpendownie.co.uk

M

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

Drawing Status

FOR INFORMATION Project

D 1223 33665 (Top of screed) 33625 (Top of structural slab)

Form opening and fit new door and frame

1

overflow pipe & boxing

FF/D22

check site dimensions once the existing bungalow is demolished.

N

Extension to St Peters Church Harold Wood Client

St Peters Church

Screen 3

ADJUST set out for rafters and standing seam of roof (lower roof only) to centre of this window Cad File STANDING SEAM CENTRE ARE 434MM. SET OUT Mac 7 601 RAFTERS TO SAME CHECK WITH NEW ROOF T itle CONTRACTOR THAT THEY PRODUCE A ROOF TO THIS SETTING OUT DIMENSION

C

Stud wall to enclose duct 868

F

FF/D26

Remove existing door and frame and form new opening and fit new doors and frame

FF/D25

fall

07

NEW CUPBOARDS Form new cupboards to conceal extract from kichen below. Provide bulkhead over door to conceal duct work and form opening in blockbrickwork. See M&E details

EXISTING STORAGE Remove existing walls / frame doors which form storage and replace with new to create deeper storage capacity.

FF/D29

SO 2082x1630 DL 2040x926 DL 2040x415

Stores FF25

FF/D28

Amended drainage design as a result of making cost savings.

FF/D31

Toilet FF29

NOTES

Place of refuge Refuge

FF/D34

Toilet FF28

FF/D33

08

This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

Lounge /Training Room

Scale

Drawn By / D a t e

1: 50

ST/13.09.07

Checked By / Date

1st Floor Alterations to Existing

added door numbers to missing doors revised Rev N 28 July 2008 schedule Rev M 17 July 2008 Additional setting out dimensions Rev L 10 June 2008 Amended levels & Drainage layout is shown Rev K 30 May 2008 Amended drawing re cost Reductions Rev J 12 May 2008 Amended drawing re B Regs Queries & Cost Savings REVISIONS

D r a w i n g N o.

R e v N o.

A/601/C/06

N

Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


G

H

J

L

K

N

M H

Remove existing doorr and frame and overr panel construct new metal stud overr panel (----) and fit new doors and frame to fit existing opening

Corridor new 100mm block partition GF 24

new 140mm block partition

G/D43

08

Kitchen GF 26 COOKER OK POSITION

STAIRWELL 4 Remove existing floorr finishes prepare base and lay new floorr finishes. Retain existing handrails, balustrade, strings, skirtings and nosings etc. Re-Decorate handrails, balustrade, strings and skirtings.

07

G/D41

EXISTING DOOR & FRAME Remove existing doorr and replace with new FD 30 Door

Remove hatch & brick up existing ex ti g opening o in

EXISTING CUPBORDS Remove existing cupboards and associated joinery. Finish walls in plasterr and complete finishes in accordance with kitchen specialist requirements.

Remove existing doorr and frame fra form new n opening and fit new doorr & frame f

KITCHEN E See drawing awi A601-C-64 severy details including setting out

G/D40

WC 1 GF 22 G/D39

(Top p off screed)

SERVERY OPENING Reduce existing opening with blockwork partitions allow to incorporate FR Rollerr shutterr and co-ordinate with kitchen specialist regarding setting out dimensions.

D G/D35

900

G/D48 Form new opening n and an fit new door a o r & frame

Brick B ri up opening n

G/D32

existing window opening to be blocked

Lobby GF37

Entrance GF 38 A01

32.213

existing door

G/D57

G/D58

2361

G/D53

610

150 1 50 0

( off screed) 32.055(Top

31.900(Top off structural slab) 32.035

Of Of<ces GF 29

260 6

Lowerr level ventilation opening size to be checked with the services engineer. Vent opening to be centered d with the window opening

42 56

Remove existing window & frame Fit new FR Frame and glazing to opening See Drg 63 forr details

Stair 2

30.705

(Top off screed)

30.550

(Top off structural slab)

30.705

30.550 (Top off structural slab) 32.210

G/D59

1436

2 Balkerne House

The Well Hospitality The Well

Drawn By

02

STORE disconnect existing services s v es and demolish existing walls, rooff & floor or etc c

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

Drawing Status

FOR INFORMATION

DOOR REVEALS Form new opening and blockwork return.

G/D29

D

SERVERY Form ne new ew opening in existing brick work w r to accomodate new servery counter. cco o

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

M

1045

check moveable m eab wall manufacturer's recommended width move

Line these walls through th hrough h

Remove existing doorr & window & frames. Enlarge openings to match adjacent windows. Fit new FR Frame and glazing to opening See Drg 63 forr details

Revision

Inkpen Downie Architecture & Design Ltd

SETTING OUT Set the grid line out 105mm from face off brickwork.

(Top off screed)

N

Rev Date

ESCAPE DOOR Form openning in existing cavity wall with lintel over. Return partition in plasterr board construction and fit new door FD30S.

grill on ceiling

105 1 05

KITCHEN K S drawing A601-C-64 severy See details including setting out 1970

1950 5

490 2 225 5

R

1335 3

Servery GF 28

Set S et out ou utt dim dimensions d im mens ons to o be e determined d determi eterm mined ned on on site e

920 9 20 20

brick up existing opening. See Drg 63 forr details

Hub

G/D50

673 3

388 8

hatched zone one forr outlets

Form new opening with lintels overr in cavity brick work to accomodate fan convection unit. Construct housing, within undercroft, around unit to provide 1 hours fire resistance.

G/D51

G/D30

Remove existing doorr & frame brick up opening and plaster.

270 70

2 2087

B Bookshop p Bookshop G3232 490 GF GF

Of<ces GF 30

Meeting Meeting tin Room Room R GF18 GF18 UNDERCROFT

03

STAIRWELL 3 Remove existing g floorr finishes prepare base and layy new floorr finishes. Retain existing handrails, balustrade, strings, skirtings and nosings etc. Re-Decorate handrails, balustrade, strings and skirtings.

G/D49

2140

on sections.

Clergy of<ces GF 31

G/D31 3 31

DOOR REVEALS Form new opening.

1750 7

Remove existing door do r & frame brick up opening and plaster.

11160.2

225 2 5

re-use e existing structural u opening

s, WC and all associated &VP. Form new opening err to match existing. e

Retain existing brick wall

A03 0 G 2 G/D52

G/D31A G/ /D / D D31A 3

STORE disconnect existing services and demolish existing walls, rooff & floorr etc

1

Overflow at high level

Project

Extension to St Peters Church Harold Wood

1186

G/D28A

A05

30.705

s d)) (Top off screed)

30.550 30.700

(Top off structural t slab)

Client 1000

St Peters Church

G/D G/D28 D28 8 900

3 32.218

B04 0

L

DOOR TO STAIRWELL Remove existing doorr and frame. Install new brick partitions including to underside off flight. Plasterr and form new opening forr doorr and frame.

900 9 00

G/D63

32.008

A02

R 12 087.5

G/D 03

Stair airr GF19 G F19

. 8 32.228

04

Hall GF 27

436 3

G

Stair 3

stub stack with w air admitance valve v

Remove existing glazed screen and door. Break out courtyard and construct new ground bearing slab insulation and floor and new flat rooff over.Plasterr new and existing walls & tile to halff height. g

G/D60 /

provide boxing forr RW down pipes

N

G/D61

grill on ceiling Provide boxing forr RW down pipe

Corridor GF17 Corridor GF17

G/D33

Male WC GF 20

Set out dimensions to be determined on site

Branch n nc waste to urinals na accessed from m female wc

S & VP

05

NEW EXTERNAL OPENING Form new opening in existing masonary wall fit new door and frame. FD 30.

Existing E xisti ist Underground Extended Drainage raina

redundant drain run to be blocked up

G/D47 G

Hall GF 27

G/D62 2

G/D36 G/D36

Branch ch waste to basins s to fall to stub stack st

G/D37 37 G/D37

Overflow at high level

ALTERATIONS TO FORM TOILETS Remove all existing plumbing, ceilings and wall finishes. Demolish partitions where not required. Form openings where indicated and construct new brick partitions and remove existing doors and frames and brick openings where shown. Install new plasterr board ceilings to level throughout. Plasterr walls, tile where indicated and lay floorr finishes in preparation forr fitting of partition system.

G/D34

URCH all associated oorr and sub floor. f to bay as shown on d enlarge existing

06

3322 subject to the kitchen layout

30.685 0.685 85

G/D38 /

Female WC GF21

Fit pair p r FD 30 S timberr doors with one leaff fitted with an assisted s opening device controlled by a manual push button o switch.

G/D46

G/D56 5

step

F

G/D64

Screen 2

check site dimensions once the existing bungalow is demolished. C a d F i l e

G/S.F.P G/S FP1

Creche / Play Area 2 4734

1013.9 2.5

s step

G/D45

342 4

Corridorr C GF 40

step

Stair 4

G/D55

G/D54 step

Kitchen Store GF 23

SO 2082x 2082x1000 2082x1000x140 1000x1 x14 40

Flowers GF 35

Music Store GF 34

This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability what soever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

K

NOTES

665 5

1755

Lobby GF25

Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work.

grease trap to be agreed with kitchen specialist

pipe run to be agreed with kitchen specialist

2250

G/D44

J 1815 from existing plasterr

G/D42

P Q

O

C

Mac 7 601

Scale

Drawn By / D a t e

1: 50

ST/Jul 08

Checked By / Date

Title

GF Ceiling Plan Alterations to Existing D r a w i n g N o.

R e v N o.

A/601/C/08

B

Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


G

H

J

L

K

N

M H

P Q

O

J

Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work.

K

Stair 4 FF30 FF32

FF/D30 F /D 0 FF/D29 F F/D29

SO 2082x1630 DL 2040x926 DL 2040x415

Stores s FF25

STAIRWELL 4 Remove existing floorr finishes prepare base and lay newfloorr finishes. Retain existing handrails, balustrade, strings, skirtings and nosings etc. Re-Decorate handrails, balustrade, strings and skirtings.

Store S F FF24

Lounge FF27

Lounge FF27

e fire exit Remove R Re emove e move existing exist s ing door door and and frame fra ame and and form f new opening g and fit ne n ew e w doors doo oors a and nd frame frame new KITCHEN Remove existing hatch and block up opening. o Form opening and fit new doorr and frame fa

overrflow pipe & overflow boxing boxiing

33.685 3 8 (FFL)

Corridor FF18

Storage EXISTING WALLFF25 remove upperr section off brick wall and bring fall

new flat rooff overr into new gutterr omn new timberr fascia. See Rooff Plan forr otherr works tim

FLAT ROOF Lay new boarding with tapered insulation nsu laid to fall and install new flat roof roo off finishes finishes pipe. upstands and cast iron gutterr and and down d fall STAIRWELL 3 Remove existing floorr finishes prepare base rep and lay newfloorr finishes. Retain n existing exxisting handrails, balustrade, strings, skirtings kirtin and nosings etc. Re-Decorate handrails, ails sstep p balustrade, strings strings and skirtings.

FF/D23

Stair ta r 3 FF

fall

sstep tep pace Place ac of rR refuge Refuge Refug f

2 5 225

ffa fall all al

N G

FF/D35

Landing L g FF20 F2

950

800

B04

WINDOWS d Retain existing windows except forr window overr new escape door.

retain existing partition

05

New cavity construction c

rwp

04 L Remove existing doorr and frame. Form new opening and remove wall & doorr to cupboard. Block up existing n opening fit new door and frame.

33.597 9 (FFL)

Roof 1

260 26 2 60 60

for details to roof 1

see roof drawing A/601/C/14

existing exi sting pier

03

33.597(FFL)

B06

Plant Room FF22

FF/D19

06

New brick and block cavity construction tructio overr existing walls Remove end section off tiled rooff construct ct walls wa re lay roof and fit lead flashings to roof

Corridor FF18

Kitchen FF26

FF/D26

WINDOW & CILL OVER ESCAPE DOOR. O off cill. Fit Remove existing window and cut out section e new cill / lintel and new window over.

FF/D24 1935

F

07

NEW CUPBOARDS Form new cupboards to conceal extract from kichen below. Provide e bulkhead overr doorr to conceal duct work and form opening in blockbrickwork. See M&E details

EXISTING STORAGE Remove existing walls / frame doors which form storage g and replace with new to create deeperr storage capacity.

FF/D25

fall

FF/D28 F/D2

SLIDING FOLDING SCREEN Retain existing screen.

FF/D27 F/D27

FF/D32

EXISTING TOILETS with Take up existing floorr finishes, remove ceilings and replace p plasterboard ceilings and new sheet flooring. Remove sanitary ware and replace with new.

FF/D31 /D

Toilet FF29

NOTES

FF/D34

Toilet FF28

FF/D33

08 Place of refuge Refuge Refug

This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability what soever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

Remove existing window and alterr opening n r to take new doorr and frame. existing height. Retain existing lintel and fit new doorr withinh i

B 020309 Amended ceiling layout Rev Date

Revision

Drawn By

33.597 5 (FFL)

Inkpen Downie Architecture & Design Ltd 2 Balkerne House

Remove existing window and brick/block up existing cavity construction c

Balkerne Passage

02

Tel 01206 577 244 arch@inkpendownie.co.uk

M

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

Drawing Status

omit roof light

Project

D 1 1223 s 33665 (Top off screed) s slab) 33625 (Top off structural

Form opening and fit new doorr and frame m

FF/D22

1

check site dimensions once the existing bungalow is demolished.

N Screen 3

overrflow pipe & overflow boxing boxiing

duct enclosed

ADJUST set out forr rafters and A standing seam off roof (lowerr rooff only) to centre of this window STANDING SEAM CENTRE ARE 434MM SET OUT

Extension to St Peters Church Harold Wood Client

St Peters Church Cad File

Scale

Drawn By / D a t e

Mac 7 601

1: 50

ST/Jul 08

Checked By / Date

Title

1st Floor Ceiling Plan Alterations to Existing D r a w i n g N o.

R e v N o.

A/601/C/09

B

Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work.

436

2200 140

337.5

G/D59

31.280 572.5

31.380 2240

572.5

32.010

1810

31.260

(FFL)

(FFL)

31.250

2235.5

1115

572.5

665

140

G/D17

G/D18

1988

Kitchen GF 11

G/D19

line through

G/D21

=

roof light positions

1462.5

773

689.5

888 105

Wet Area GF13 =

G/D23 105

Grub out existing

G/D25

G/D24

210

8877.5

1810

3586.5

Rev Date

G/D22

30.910

4644 4641

1804 1806.5

1780

1058

1058

B FFL

B1

C

C1

D

E F

F

G G

1810

4C

Drawn By

5

1227.5

30.510 1810

8090

I n k p e n D o w n 1012.5 ie Architecture & Design Ltd Balkerne Passage

30.460

Tel 01206 577 244 arch@inkpendownie.co.uk

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

4730

1806.5 1804

H

E

Revision

Store GF 14

6010

1780

2950

3060

J

K

2390.5

2325

5154

L

M H

Existing Foul Water Drainage to be Retained Proposed Foul Water Drainage Existing Foul Water Drainage to be Abandoned Existing Surface Water Drainage to be Retained Proposed Surface Water Drainage Existing Surface Water Drainage to be Abandoned

Project

O

N

Rev BB 29 Dec 2008 additional door no G/D31A. hatch G/D20A position & size info added. Rev AA 15 Dec 2008 sink position change for GF13. wc cubicle layout change in GF10 Rev Z 20 Oct 2008 added setting out dims Rev Y 09 Oct 2008 added setting out dims Rev X 08 Oct 2008 added setting out dims Rev W 10 Sep 2008 added setting out dims for stair 2. Rev V 27 Aug 2008 added section on NN Rev U 15 Aug 2008 omitted box section to 0/B Rev T 15 Aug 2008 amended setting out re position of east facing wall to extension GL Q Rev S 13 Aug 2008 amended doors information, sizes & details Rev R 08 Aug 2008 added setting out dims added door numbers to missing doors revised Rev Q 28 July 2008 schedule Rev P 08 July 2008 Amended layout of Adapted toilet to childrens toilets and drainage runs following discussions on site with contractor and engineer. Amended setting out and position of existing following openning up on site.

J

Rev O 17 June 2008 Amended setting out dimension of south wall from boundary and added revision clouds to show various revisions Rev N 10 June 2008 Amended levels & Drainage layout is shown Rev M 30 May 2008 Amended drawing re cost Reductions Rev L 12 May 2008 Amended drawing re B Regs Queries & Cost Savings REVISIONS

Drawing Status 1012.5

FOR INFORMATION

SETTING OUT This dimension is subject to checking the distance from the boundary. The distance from the boundary must not be less than 1050mm.

13045

A

Coat Hooks

Grub out existing

30.510

(FFL)

30.890

3586.5 6421

438.5

572.5 30.440

window openings

Grub out existing

31.120 572.5

31.110

site dim

3140

8626.6

7279.3 G/D20A hatch with louvred panel for air transfer

Creche/Play Area 1 GF 12

1810

G/D20

538.5

A

572.5

38.5

2 Balkerne House

5769

31.120

1462.5 2465

G/D26A

SETTING OUT Set this wall out at right angles to the south elevation to the dimensions shown subject to checking the distance from the boundary. The distance from the boundary must not be less than 1050mm.

140

1472.5

4

1677.5

38.5

Children Toilets GF10 3348

G/S.F.P 1

G/D26

Safety Gate

G/D15

Meeting Room GFO8

B

G/D14

538.5

G/D16

3

1013.9

G/D27A

6965 31.380

327 572.5

4734

171.25

Quiet Room Baby Change GF09

900

100

572.5

900

184

2

pressed aluminium cill by window fitting company not by Sapa

440

44.1

2136

C

1013.9

Creche / Play Area 2 GF15

1650

180

1230

(Top of structural slab)

G/D12

Fire Exit 102 G/D10 102

4734

Screen 2

G/D27

Place of Refuge

4587

100

1135

3262.5

G/D28

check site dimensio once the existing bungalow is demolish

1012.5

(FFL)

31.385

3410

Lobby GF39

Stair GF06

WC GF05

G/S.F.P 1

171.25

327.5

G/D13

G/D12A

171.3 1135

(Top of structural slab)

1012.5

911.5

327.5

1012.5

31.835 (FFL)

30.550 30.700

1000

Screen 1

112

1445

7.5 327.5

4C

4435

665 572.5

1247.5

140

(Top of screed)

2475

100

(Top of screed)

30.550

31.900(Top of structural slab)

G/DO8

Place of refuge Refuge

100 102

A05

30.705

Place of Refuge

StairG/D11 Stair 1 634.9 GF07 GF 30.700

32.027(Top of screed)

LobbyG/DO7 GF33

E

G/D28A

STORE disconnect existing services and demolish existing walls, roof & floor etc

SETTING OUT Set out parallel to the existing buildings at this dimension subject to checking the distance from the boundary. The distance from the boundary must not be less than 1050mm.

1710

1800

327.5

Admin Of8ce GF03

1423

1

Overflow at high level

2475

1423

789.5

DOOR REVEALS Form new opening. 1186

lift opening size 2130 x 1405

G/DO9

G/DO7A G/DO6

1335

Stair 3

SERVERY Form new opening in existing brick work to accomodate new servery counter.

The Well Hospitality GF 16

12365

2286 572.5

1135

Buggy Park GF36

7.5

1135

4500

1567.5

105

G/DO5

900

327.5

4A

Safe GF04

3197

1022.5 2700

1462.5

100

2142

G/DO4

(FFL)

4B

31.900(Top of structural slab)

SO 2082x1075 DL 2040x1000

665

120to face of web

11694.5

1860

777.5

1002.5

D check moveable wall manufacturer's recommended width

32.027(Top of screed)

105

31.900(Top of structural slab)

A

5

N

Stair 2 GF

33 23

31.900(Top of structural slab)

32.055(Top of screed)

(FFL)

(Top of structural slab)

DOOR REVEALS Form new opening and blockwork return.

G/D29

Grouted out

440 2147.5 32.010

4 660

Entrance GF01

1562

(Top of screed)

30.550

M

1045

Line these walls through

2260

3230 881 1510

B

32.055(Top of screed)

R

30.705

SETTING OUT Set the grid line out 105mm from face of brickwork.

(Top of screed)

30.550 (Top of structural slab) 32.210

Remove existing door & window & frames. Enlarge openings to match adjacent windows. Fit new FR Frame and glazing to opening See Drg 63 for details

Remove existing window & frame Fit new FR Frame and glazing to opening See Drg 63 for details

Hub GF02 G/DO2

1436

270

42 56

Q

P

ESCAPE DOOR Form openning in existing cavity wall with lintel over. Return partition in plaster board construction and fit new door FD30S.

260 105

KITCHEN See drawing A601-C-64 severy details including setting out 1970

30.705

STAIRWELL 3 Remove existing floor finishes prepare base and layNOTES new floor finishes. Retain existing handrails, balustrade, strings, skirtings and nosings etc. Re-Decorate handrails, Amended drainage design as a result of making cost savings. balustrade, strings and skirtings.

342

490 225

R

Lower level ventilation opening size to be checked with the services engineer. Vent opening to be centered with the window opening

brick up existing opening. See Drg 63 for details

2465

2 3

Servery GF 28

1950

(FFL)

C

G/D30

O

Remove existing door & frame brick up opening and plaster.

Form new opening with lintels over in cavity brick work to accomodate fan convection unit. Construct housing, within undercroft, around unit to provide 1 hours fire resistance.

920

31.900(Top of structural slab) 32.035

G/D49

Set out dimensions to be determined on site

Of8ces GF 29

hatched zone for outlets

N

M

STORE disconnect existing services and demolish existing walls, roof & floor etc

G/D50

673

150

32.055(Top of screed)

G/D51

L

G/D31

1750

Bookshop 490 GF 32

900

G/D63

Meeting Room GF18 UNDERCROFT

Of8ces GF 30

Clergy of8ces GF 31

Remove existing door & frame brick up opening and plaster.

388 327.5

685

475.4 475.4

D

K

G/D31A

2140

re-use existing structural opening

J Retain existing brick wall

A03 G/D52

610

1

H

B04

Grouted out

140

G/D53

G

Stair GF19

32.228

900

3252.5

A02

BOOKSHOP Remove existng fittings, WC and all associated plumbing including S&VP. Form new opening in brickwork and render to match existing.

100

F 32.218

2087

1520 3230

M

E

32.008

87

171.25 102.5

G/D 03

CONNECTION to CHURCH Remove existing porch all associated joinery and break out floor and sub floor. Remove section of roof to bay as shown on sections. Break out and enlarge existing opening at floor level. Part render as shown on sections.

171.25

G/D58

2361

120

0

D

existing door

G/D57

11160.2

C 960

B

32.213

R 12 087.5

this dim must be confirmed by the contractor from the site after setting out

A

GF37

Entrance GF 38 A01

225

Fit pair FD 30 S timber doors with one leaf fitted with an assisted opening device controlled by a manual push button switch.

Fit outer frame of 30min RF resisiting glazing to existing window.

This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

g g opening for door and frame.

Extension to St Peters Church

P

Harold Wood

Q

Client

K

St Peters Church Cad File

Scale

Drawn By / D a t e

Mac 7 601

1: 50

ST/13.09.07

Checked By / Date

Title

G F Extension D r a w i n g N o.

R e v N o.

A/601/C/12

BB

Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


fall

Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work.

800

This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

oo

260

NOTES

see roof drawing A/601/C/14

existing pier Amended drainage design as a result of making cost savings.

950

B04

33.597(FFL)

B06

B

C

D

E

F

G

H

J

L

K

33.597(FFL)

N

Q

P

O

120

0

M FF/D19

Plant Room FF22

1520

A

Remove existing window and alter opening to take new door and frame. Retain existing lintel and fit new door withinh existing height.

87 Remove existing window and brick/block up existing cavity construction

M

1 Y

Y

D

STEEL BEAM

STEEL BEAM

D

STEEL BEAM

3230

M

X STEEL RAFTER

X

Z

1223 33665 (Top of screed) 33625 (Top of structural slab)

1

overflow pipe & boxing

Form opening and fit new door and frame

FF/D22

Z

check site dimensions once the existing bungalow is demolished.

N

80

80

171

342

868 868

STEEL BEAM

110

1322

3906 Check dim on site

292

site dim

146

STEEL BEAM STEEL RAFTER

FF/D14

WC 80 FF05

A

1810

6400

STEEL RAFTER

STEEL RAFTER

STEEL RAFTER

FF/D09

6535

Meeting FF14

4

FF/D15

472

352.5

E

FF/D17

FF/D16

Kitchen/ Drinks FF16

set out for rafters and standing seam of roof to centre of this wind STANDING SEAM CENTRE ARE 434MM. SET OUT RAFTERS TO SAME CHECK WITH NEW ROOF CONTRACTOR THAT THEY PRODUCE A ROOF TO THIS SETTING OUT DIMENSION Drawn By

Store FF17

Rev Date

Revision

4C

1585 1626.25

171

1200

147.5 272.5

272.5 147.5

1200 434

613.5 434

5

613.5

2409

868

7479

Inkpen Downie Architecture & Design Ltd 2 Balkerne House

2592.5 1002.5

1247.5

2240

2235.5

1810

2465

1462.5

773

2127

5185

5769

3586.5

1462.5

B

689.5

B1

C

1810

438.5

C1

1804 1806.5

1780

E F

1810

1227

M

N

1810

1058

1058

1806.5 1804

G

H G

J

FOR INFORMATION 2950

K

CO1 1PA

Drawing Status

3060

set out for rafters and standing seam of roof to centre of13045 this window STANDING SEAM CENTRE ARE 434MM. SET OUT RAFTERS TO SAME CHECK WITH NEW ROOF CONTRACTOR THAT THEY PRODUCE A ROOF TO THIS SETTING OUT DIMENSION

F

Colchester

Fax 01206 563 377 www.inkpendownie.co.uk

P

8090

6010

1780

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

4730

4644 4641

D

1227

3586.5

6421

set out for rafters and standing seam of roof to centre of this window STANDING SEAM CENTRE ARE 434MM. SET OUT RAFTERS TO SAME CHECK WITH NEW ROOF CONTRACTOR THAT THEY PRODUCE A ROOF TO THIS SETTING OUT DIMENSION

A

B

STEEL RAFTER

Youth Room FF12

3

969

1678

342

STEEL RAFTER

2

end of steel to coincide with gl P

Corridor FF13

WC 1 FF10

33625 Place(Top of structural slab) of refuge 196.5 Refuge

Lounge /Training Room FF15 6535

FF/D13

STEEL RAFTER

33687 (Top of screed)

Place FF/D06 of 196.5 refuge Refuge

80

STEEL BEAM

34975 (Top of structural slab)

33625 (Top of structural slab)

STEEL RAFTER

STEEL RAFTER

STEEL BEAM

STEEL RAFTER

WC FF07

Landing 126 FF08

35015 (Top of screed)

FF/D12

33665 (Top of screed)

STEEL RAFTER

E

Stair 1 FF

352.5

911.5

5

FF02

1902.5

4C

1736.9

STEEL RAFTER

1247.5

4500

1462.5 1567.5

4B

Stationary Reprographics

Landing FF06

126

ramp gradient 1:39

STEEL BEAM

FF/D11

FF/D08

FF/D04

Cleaners FF11

2156

Staff Room FF01

STEEL RAFTER

A

4A

light weight construction

1860

2700

STEEL RAFTER

FF/D10

FF/D03

FF/D02

292

FF/D18

Corridor FF09

C

Stud wall to enclose duct

1223

STEEL BEAM (pitched to 20)

33625 (Top of structural slab)

lift opening size 2130 x 1405

1632

105

4

409

33687 (Top of screed)

STEEL RAFTER

Corridor FF04

Screen 3

STEEL RAFTER

34975 (Top of structural slab) STEEL RAFTER

STEEL RAFTER

STEEL RAFTER

881

FF/D01

152

1510

B

35015 (Top of screed)

STEEL RAFTER

2725

2 3

444

STEEL RAFTER

STEEL RAFTER

C 3260

ADJUST set out for rafters and standing seam of roof (lower roof only) to centre of this window STANDING SEAM CENTRE ARE 434MM. SET OUT RAFTERS TO SAME CHECK WITH NEW ROOF CONTRACTOR THAT THEY PRODUCE A ROOF TO THIS SETTING OUT DIMENSION

1400

3230

1400

L

2390.5

5154

SETTING OUT This dimension is subject to checking the distance from the boundary. The distance from the boundary must not be less than 1050mm.

Rev Y 01 Jul 2009 FF07 layout change Rev X 9th Jan 2009 setting out rafters to lower roofs in relation to roof glazing Rev W 27 Oct 2008 additional dims Rev V 20 Oct 2008 additional steel set out dims Rev U 06 Oct 2008 additional steel set out dims Rev T 03 Oct 2008 additional steel set out dims Rev S 20 Aug 2008 amended position of ventilation shaft Rev R 13 Aug 2008 amended doors information, sizes & details amended floor levels Rev Q 08 Aug 2008 added setting out dims added door numbers to missing doors revised Rev P 28 July 2008 schedule Rev O 17 July 2008 Additional setting out dimensions Rev N 17 June 2008 Amended setting out dimension of south wall from boundary and added revision clouds to show various revisions. Amended position of FF/D02 Revised layout toilets and cleaners around stair 1 Rev M 10 June 2008 Amended levels & Drainage layout is shown

J

Rev L 30 May 2008 Amended drawing re cost Reductions Rev K 12 May 2008 Amended drawing re B Regs Queries & Cost Savings REVISIONS

Project

1012.5

Extension to St Peters Church

O

N

M H

2325

Harold Wood Client

P

Q

St Peters Church

K

Cad File

Scale

Drawn By / D a t e

Mac 7 601

1: 50

ST/13.09.07

Checked By / Date

Title

1st Floor Extension D r a w i n g N o.

R e v N o.

A/601/C/13

Y

Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


SO DL

fire exit

FF/D29

EXISTING ROOF TO REMAIN UNALTERED

SO 2082x774 DL 2040x700

Stair 4 FF32

Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work.

Remove existing door and frame and form new opening and fit new doors and frame

EXISTING ROOF TO REMAIN UNALTERED

This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

KITCHEN Remove existing hatch and block up opening. Form opening and fit new door and frame remove section of pitched roof to allow for construction of corridor at 1st floor level. Allow for lead flashing and cavity tray at abutment with pithed roof.

NOTES

Fall

Existing roof finished in felt. Carry out alterations to lower section of roof to form continuous gutter laid to fall to new out let. With an over flow facility at each end.

roof light

new gutter to existing pitched roof with RW outlet draining to flat roof

EXISTING ROOF TO REMAIN UNALTERED

ventilation

Fall rwp rwp

new flat roof laid on furrings to falls

rwp

2 no rain water outlets Fall Remove existing hopper and RW pipe fit larger hopper with 110mm Dia down pipe and shoe and paving slab laid to fall

new gutter with RW outlet draining to flat roof

rwp

Fall

Fall

2000

500

1500

Existing RW pipe retained

Parapet

new flat roof laid on s/w furrings to falls

rwp Fall

1500

New parapet

Fall

rwp Fall Fall

H

J

K

Final detail to upstand(s) to be determined on receipt of details of equipment from subcontractor.

Flashing

120

Glazed link to connect new roof to existing church building

150 225

N

M 300

O

Kee Guard free standing roof edge protection Final layout to be determined by Kee-Guard

ventilation 1350

1350

300

87

Clean off existing roof finishes and prepare to receive new 3 layer felt on new insulation laid to fall

Remove existing Hopper and down pipe

roof light

500

Rev O 29 Dec 08 Rev N 21 Nov 08 Parapet Rev M Rev L Rev K Rev J

over flow Valley gutter by metal deck roofing company

rwp

rwp

ventilation unit & additional notes on flat roof ST solar panels & ladder location change ST metal roof on section GG raised to the same level with the roof on section HH 13 Nov 08 added notes & solar panel and balustrade information ST 20 Aug2008 amended position of ventilation unit 13 Aug2008 removed parapet above plant room 08 Aug2008 Added Grid

Parapet Glazing Glazing Rev Date

Revision

gutter milled stainless steel roof

Glazing Glazing

Glazing

Gutter by metal deck roofing company

Rev H 17 June 2008 Amended setting out dimension of south wall from boundary

Metal deck roof

Gutter by metal deck roofing company

rwp

Q

P

Secure existing joists to brickwork with galvanized straps to every other joist

Solar panels to M&E specification

For roof penetration details see drawing no: A/601/C/78, detail no: R38

In order to set out these holes the contractor must locate them at a certain distance from the downstand beam. This distance to be determined by the mechanical subcontractor.

Metal deck roof

L

Remove existing hopper and RW pipe reduce brickwork and fit large radius gutter with110mm Dia down pipe and shoe and paving slab laid to fall

1200

1700

EXISTING ROOF TO REMAIN UNALTERED

150

Fall

G

Existing RW pipe retained

750

F

1500

E

1200

Remove existing parapet

Fall

D

2000

C

ll

B

225 150

Fa

A

Remove existing roof light take block partition up into opening. Board out section of roof over corridor and run roof finishes over. Fit ventilation fan to opening above meeting room.

adapt leg length to avoid upstand for solar panels

1500

Clean off existing roof finishes and prepare to receive new 3 layer felt on new insulation laid to fall

Fall

Bauder roof cover

Drawn By

Inkpen Downie Architecture & Design Ltd

Down pipe

2 Balkerne House

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

Drawing Status

FOR INFORMATION Project

Extension to St Peters Church Glazing

Metal deck roof

Harold Wood

Metal deck roof

Client

St Peters Church Parapet

Parapet

Parapet

Metal deck roof

Cad File

Scale

Drawn By / D a t e

Mac 7 601

1: 50

ST/13.09.07

Checked By / Date

Gutter by metal deck roofing company Title

Roof Plan Gutter by metal deck roofing company

Parapet

Glazing

Glazing

Glazing

Glazing

Gutter by metal deck roofing company

Gutter by metal deck roofing company

Glazing

Parapet

Parapet

Gutter by metal deck roofing company

D r a w i n g N o.

R e v N o.

A/601/C/14

O

Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.

2235 5

5769

3586 5

3586 5

6010


Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work.

(FFL)

31.385

31.280 31.2 1 28 280 2 572.5

31.380 3262.5

Co

436 3 1335 3

G/D59

2140

2240

572.5

32.010

1810

31.260 6

(FFL) F

(FFL)

1115 111 11 5

572.5 5 57 25

665 6 65

31.250 31 250 2

2235.5

140

G/D17

G/D18

1988

Kitchen GF 11

G/D19

1462.5

773

689.5

G/D21

=

888 105

Wet A Area GF13 =

G/D23 1 105 210

G/D25

G/D24

B FFL

B1

C

C1

4644 4641

1804 1806.5

1780

1058

1058

D

E

F

G

1810

3586.5

Rev Date

G/D22

1810

E

4C

Revision

Store GF 14

Drawn By

5

1227.5

30.510 1810

8090

I n k p e n D o w n 1012.5 ie Architecture & Design Ltd Balkerne Passage

30.460

Tel 01206 577 244 arch@inkpendownie.co.uk

6010

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

4730

1806.5 1804

H

site dim

Coat Hooks

Grub out existing

30.510 0 8877.5

30.910

6421

438.5

572.5 30.440

Grub out existing

1810

rooff light positions

Grub out existing

1780

2950

3060

J

K

2390.5

2325

5154

L

N

M

Drawing Status 1012.5

FOR INFORMATION

SETTING OUT This dimension is subject to checking the distance from the boundary. The distance from the boundary must not be less than 1050mm.

13045

A

327 572.5

7279.3 line through o g

Creche/Play Area 1 GF 12

window openings

A

572.5

A G/D20A hatch with louvred panel forr air transfer

SETTING OUT Set this wall out at right angles to the t south elevation to the dimensions shown subject to o checking the distance from the boundary. The distance from the d boundary must not be less than 1050mm. 10

1677.5

G/D20

538.5 5

GF10 Children d en Toilets T

(FFL)

30.890

3586.5

31.120 1

1462.5 2465

G/D26A

2 Balkerne House

5769

4

3140

G/S.F.P 1

G/D26

44.1

171.25 5

38.5

31.120 572.5 5 572 5

31.110

B

G/D27A

140

1472.5

3

1013.9 13 39

440

6965 31.380

572.5

900

38.5

G/D15

Meeting Room GFO8

100 0

4734

Safety t Gate

538.5 3

G/D16

2

pressed aluminium cill by window fitting company not by Sapa

Creche / Play Area 2 GF15

2136

C

1013.9

8626.6

180 8

140

337.5

Fire Exit 102 G/D10 102 002

4734

G/D14

900

100 0

1135

184

check site dimensio once the existing bungalow is demolish

1012.5

327.5 7

3410 Quiet Room Baby Change Quiet Room GF09 Baby Change GF09

Place of Refuge

4587

2200

171.3 7 . 1135

(Top off structural tura slab)

G/D12A

Fire Exit

Creche / Play Area 2 GF15

1012.5

911.5

327.5 7

1012.5

31.835 (FFL)

G/D G/D28 D28 8 Screen 2

Screen 1

G/D12 Lobby Lobby L o by GGF39 GF39

Stair GF06

WC GF05

G/S.F.P G/S FP1

171.25

7.5 327.5 3 7

4C

(Top off structural t slab)

1650

1445 4 5

105

140

30.550 30.700

1000

G/D27

100

e (Top off screed)

30.550

(T off structural t t ral slab) l b) 31 900(Top 31.900

G/DO8

Place e of refuge g Refuge

100 0 102

(Top off screed) screed) d))

Place of Refuge

3348

1247.5

Lobby Lobby yGG/DO7 GF33 GF33 3

E

A05

30.705

2475 grill on ceiling

G/D13

1

Overflow at high level

2475

1710

1800

327.5 5

Admin Of8ce GF03

G/D28A

STORE disconnect existing services s v es and demolish existing walls, rooff & floor or etcc

SETTING OUT Set out parallel to the existing buildings at this dimension subject to checking the distance from the boundary. The distance from the boundary must not be less than 1050mm..

S rG/D11 Stair Stair Stai t 1 634.9 GF07 GF GF 30.700

32.027(Top off screed))

DOOR REVEALS Form new opening. 1186

GF 16

1423

789.5

G/DO7A /DO7A

G/DO6

SERVERY Form ne new ew opening in existing brick work w r to accomodate new servery counter. cco o

lift opening openi ning size 2130 x 1405

G/DO9

44 5 4435

7.5

1135

4500

1567.5

5 572.5

Buggy Buggy Park Park GF36 GF36

(Top off structural slab)

1423

1230 2

327.5

4A 1462.5

G/DO5

900 1135

2700

Safe GF04

3197

1022.5 10 022.5 0 2

(FFL)

4B

100

2142

G/DO4

Stair 3

N

The Well Hospitality The Well GF 16 Hospitality

12365

2286 1002.5

a slab) ab 31.900(Top off structural

SO 2082x 2082x10 2082x1075 1075 75 DL 2040x1000

665

777.5 7

(Top off screed)

30.550

D check moveable m eab wall manufacturer's recommended width move

Line these walls through h

32.027(Top off screed)

105

32.055(Top off screed)

(FFL)

33 23

30.705

31.900(Top off structural slab)

572.5

c off web 1 to face 120

11694.5

1860

1562

31.900(Top off structural slab)

A

5

32.055(Top off screed)

G/DO2

R

Stair 2 GF Stair Sta r 2 G GF

DOOR REVEALS Form new opening and blockwork return.

Grouted out

440 4 2147.5

881

32.010

4 660

Entrance Entrance GF01 GF01

665

B

1510

3

Hub GF02

M

1045

(Top off screed)

Remove existing doorr & window & frames. Enlarge openings to match adjacent windows. Fit new FR Frame and glazing to opening See Drg 63 forr details

Remove existing window & frame Fit new FR Frame and glazing to opening See Drg 63 forr details

SETTING OUT Set the grid line out 105mm from face off brickwork.

G/D29

270 70

42 56

Q

P

ESCAPE DOOR Form openning in existing cavity wall with lintel over. Return partition in plasterr board construction and fit new door FD30S.

grill on ceiling

1436

30.550 (Top off structural slab) 32.210

2 2260

3230

2

260 6 105 1 05

K KITCHEN S drawing A601-C-64 severy See details including setting out 1970

30.705

O

STAIRWELL 3 base and layyNOTES new Remove existing g floorr finishes prepare p p floorr finishes. Retain existing handrails, balustrade, strings, skirtings and nosings etc. Re-Decorate handrails, balustrade, strings and skirtings.

342 4

490 2 225 5

R

Lowerr level L l l ventilation til ti opening size to be checked with the services engineer. Vent opening to be centered d with the window opening

brick up existing opening. See Drg 63 forr details

2465 5

G/D30

Servery GF 28

920 9 20 2 0

31.900(Top off structural slab) 32.035

G/D49

Remove existing doorr & frame brick up opening and plaster.

Form new opening with lintels overr in cavity brick work to accomodate fan convection unit. Construct housing, within undercroft, around unit to provide 1 hours fire resistance.

1950 5

( (FFL)

C

N

Set S et o out utt dim u d dimensions im mens ons to o be e determined d determi eterm mined ned on on site e

Of Of8ces GF 29

hatched zone one forr outlets

G/D31 3 31

M

STORE disconnect existing services and demolish existing walls, rooff & floorr etc

G/D50

673 3

150 1 50 0

( off screed) 32.055(Top

G/D51

L

G/D31A G/ /D / D D31A 3

1750 7

B Bookshop p Bookshop G3232 490 GF GF

900 9 00

G/D63

Meeting Meeting tin Room Room R GF18 GF18 UNDERCROFT

Of8ces GF 30

y of f8ces Clergy of8ces 1 GF 31

Remove existing door do r & frame brick up opening and plaster.

388 8 3 327.5

685

4 475.4 475.4 4

D

K

B04 0

Grouted out

re-use e existing opening structural u

J Retain existing brick wall

A03 0 G/D52 G 2

610

1

H

airr Stair GF19 GF19

. 8 32.228

900

140

G/D53 G

G

112 2

3252.5

A02

BOOKSHOP WC and all associated Remove existng fittings, f tt fi t Form new opening plumbing including S&VP. S in brickwork and render er to match existing.

100

F 3 32.218

2 2087

1520 3230

M

E

32.008

87

171.25 102.5

G/D 03

CONNECTION to CHURCH Remove existing porch all associated jjoinery and break out floorr and sub floor. Remove R e section off rooff to bay as shown on sections. to Break out and enlarge existing opening ng at floorr level. level. Part render der as shown on sections.

171.25

G/D58

2361

120

0

D

existing door

G/D57

11160.2

C 960

B

32.213

R 12 087.5

this dim must be confirmed rm by the contractorr from the h site afterr setting out

A

GF37

Entrance GF 38 A01

225 2 5

Fit p pairr FD 30 S timberr doors with one leaff fitted with an assisted s opening device controlled by a manual push button o switch.

Fit outerr frame off 30min RF resisiting glazing to existing window.

This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

g g opening forr doorr and frame.

Project

O

Extension to St Peters Church

P

Harold Wood

Q

Client

F

G

H

J

K

St Peters Church Cad File

Scale

Drawn By / D a t e

Mac 7 601

1: 50

ST/Jul 08

Checked By / Date

Title

GF Ceiling Plan Extension D r a w i n g N o.

R e v N o.

A/601/C/15

C

Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


fall

Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work.

800

950

B04

oo

260 26 2 60 60

C

D

E

F

G

H

J

L

K

existing exi sting pier

33.597 5 (FFL)

Remove existing window and alterr opening n r to take new doorr and frame. Retain existing lintel and fit new doorr withinh i existing height.

N

Q

P

O

120

0

NOTES

33.597(FFL)

FF/D19 Plant Room M FF22

1520

B

o deta s to oo

see roof drawing A/601/C/14

B06

A

This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability what soever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

87 Remove existing window and brick/block up existing cavity construction c

M

3230

M

D

D 1 1223

1

33665 (Top off sscreed) s slab) 33625 (Top off structural

1

overrflow pipe & overflow boxi ing boxing

Form opening and fit new doorr and frame m

FF/D22

check site dimensions once the existing bungalow is demolished.

Screen 3

duct enclosed by stud wallwall to enclose duct Stud

C

grill on ceiling

1860

FF/D02

Staff Room FF01

1247.5

4500

1462.5

light weight construction

A

4A

Landing FF06

Stair ta ar 1 FF F

Landing L F FF08

E

WC FF07 WC

FF/D14

WC 1 FF10

Landing 33687 FF08

(Top off screed) scree s e ed) ed

Meeting FF14

Youth Room FF12

ra slab) s 34975 (Top off structural

Landing FF06

FF/D09

struc s r ctu ctural t slab) 3Place(Top off structural 33625 of refuge Refug Refuge

Place FF/D06 FF F/D06 F ofD refuge Refuge Refug

B

FF/D13

35015 (Top off screed)

FF02

1902.5

1567.5

4B

Stationary Reprographics

2156

2700

FF/D11

FF/D08

FF/D04

Cleaners Cleaners FF11 FF11 1736 9 1736.9

33625 (Top off structural slab)

FF/D15

WC WC FF05 FF05

FF07

4C

3

969 9

FF13 3

FF/D12

33665 (Top off screed)

3906 Check dim on site

FF/D10

FF/D03

ramp gradient 1:39

2

4

A

1810

4

33625 (Top off structural slab)

lift opening size 2130 x 1405

1632

Corridor FF13Corridor orr

472

E

FF/D17 /D

FF/D16

Kitchen/ Ki h / Di k Drinks Drin FF16 FF FF1

set out forr rafters and d standing seam off rooff to centre e off this wind STANDING SEAM CENTRE E ARE 434MM SET OUT RAFTERS 434MM. RA A TO CHECK WITH NEW ROOF S SAME CONTRACTOR THAT THEY PRODUCE A ROOF TO THIS SETTING OUT DIMENSION Drawn By

Store FF17

Rev Date

Revision

1678

FF/D01 0

152 152 2

33687 (Top off screed)

110 0

881

Corridor FF04 0

6400

B

CorridorCorridor FF09 FF09

34975 (Top off structural slab)

1510

3

Lounge /Training Room FF15 Lounge /Training Room FF15 end off steel to coincide d with gl P

FF/D18

868

2

site dim

C

35015 (Top off screed)

ADJUST set out forr rafters and AD standing seam off roof (lowerr rooff only) to centre of this window STANDING SEAM CENTRE ARE 434MM. SET OUT SAME RAFTERS TO SAM M CHECK WITH NEW ROOF F CONTRACTOR THAT H THEY PRODUCE A ROOF O TO THIS SETTING OUT DIMENSION M

868

3230

N

4C

5

911.5

1585

434

434 4

2409 4 9

868

5

7479

Inkpen Downie Architecture & Design Ltd 2 Balkerne House

2592.5 1002.5

1247.5

2240

2235.5

1810

5769

3586.5

1462.5 2465

1462.5

773

2127

5185 5

689.5

438.5

B

B1

C

C1

1810

1227

N

1810

1804 1806.5

1780

1058

1058

1806.5 1804

E

G

H

J

FOR INFORMATION 2950

K

CO1 1PA

Drawing Status

3060

set out forr rafters and standing seam off rooff to centre of13045 f this window STANDING SEAM CENTRE ARE 434MM. SET OUT RAFTERS TO SAME CHECK WITH NEW ROOF CONTRACTOR THAT THEY PRODUCE A ROOF TO THIS SETTING OUT DIMENSION

F

Colchester

Fax 01206 563 377 www.inkpendownie.co.uk

P

8090

6010

1780

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

4730

4644 4641

D

1227

3586.5

6421

set out forr rafters e and standing seam off rooff to centre off this window STANDING SEAM E CENTRE ARE 434MM. SET OUT RAFTERS TO SAME CHECK K WITH NEW ROOF CONTRACTOR THAT THEY PRODUCE A ROOF TO THIS SETTING OUT DIMENSION

A

1810

M

L

2390.5

2325

5154

SETTING OUT This dimension is subject to checking the distance from the boundary. The distance from the boundary must not be less than 1050mm.

N

M

Project

1012.5

Extension to St Peters Church

O

Harold Wood Client

P

Q

St Peters Church

F

G

H

J

K

Cad File

Scale

Drawn By / D a t e

Mac 7 601

1: 50

ST/Jul 08

Checked By / Date

Title

1st Floor Ceiling Plan Extension D r a w i n g N o.

R e v N o.

A/601/C/16

B

Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work. This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

NOTES

Cavity closers to spec.F30/180

F/W01

Top of structural slab

Top of screed

+6575

+6615

FFL

2988

church Air bricks to spec. F30/160 DPC G/W03

G/W01

+3590

FFL

1328

1328

G/W02 Church entrance level

Top of screed

+3627

A/601/C/18

WEST ELEVATION ( to Courtyard, section taken through church )

WEST ELEVATION

Rev G 25-01-08 Entrance tower & ramp amended Rev F 16-01-08 Additional notes Rev E 14-12-07 Rev Date

ST ST

Window nos. added

ST

Revision

Drawn By

Inkpen Downie Architecture & Design Ltd 2 Balkerne House

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

Drawing Status

FOR INFORMATION Project Top of structural slab

Top of screed

+6575

+6615

FFL

Extension to St Peters Church Harold Wood +3590

WEST ELEVATION ( to Gubbins Lane )

Top of structural slab

+3500

Top of screed

+3627

FFL

Client

St Peters Church Cad File

Mac 7 601

Scale

Drawn By / D a t e

Checked By / Date

1: 50

ST/29.08.07

JI/

2988

Church entrance level

Title

1328

1328

WEST ELEVATION D r a w i n g N o.

A/601/C/18

R e v N o.

K

Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work. This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

NOTES

Cavity closers to spec.F30/180 37.385

Kitchen ventilation grill

MJ

F/W04 F/W03

F/W02 Cavity closers to spec.F30/180

FFL F/W05

F/W06

F/W07

MJ

MJ

Cavity closers to spec.F30/180 Cavity closers to spec.F30/180

to entrance ramp g: A/601/C/54

G/W05

G/W06

DPC Weep holes to spec. F30/132

FFL

FFL

Air bricks to spec. F30/160

FFL

F

G/W07

G/W08

G/W09

G/W10

DPC

G/W11

G/W12

MJ

Weep holes to spec. F30/132

FFL

GL

OUTH ELEVATION ( to Community Centre ) SOUTH ELEVATION

cavity tray

section taken through boundary path

cavity tray

SECTION DETAIL 1:20

RIW flexiseal RIW flexiseal

SECTION DETAIL 1:20

DPM

GL

DPM

remove existing window fit new steel to form lintel. New steel to be bolted to existing steel column and let into existing brick cavity. Cut out existing reinforced concrete cill remove brick work to form opening. Fit new escape doors and window over.

Rev L 11 Sep 08 Tanking details changed Rev Date

ST

Revision

Drawn By

Inkpen Downie Architecture & Design Ltd Kitchen ventilation grill

2 Balkerne House

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

Drawing Status Take off & renovate & replace existing balustrade

FOR CONSTRUCTION Project

Cavity closers to spec.F30/180 MJ

Extension to St Peters Church

F/W08

F/W09

Harold Wood F/W14 Client

FFL

St Peters Church

MJ

F/W10

F/W11

F/W12

Cad File

Scale

Drawn By / D a t e

Mac 3

1:50/1:20

08-06-06 JI

Checked By / Date

F/W13 Title

G/W13

G/W14

Weep holes to spec. F30/132 DPC

FFL

G/W17

G/W18

South & East Elevations & Section Details D r a w i n g N o.

A/601/C/19 A/601/C/19 EAST ELEVATION ( to Vicarage Garden )

R e v N o.

M

Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work. This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

NOTES

F/W15

F/W16

G/W21

G/W22

F/W17

F/W18

F/W19

G/W23

G/W24

Rev Date

Revision

Drawn By

Inkpen Downie Architecture & Design Ltd 2 Balkerne House

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

Drawing Status

FOR CONSTRUCTION Project

Extension to St Peters Church Harold Wood Client

St Peters Church Cad File

Scale

Drawn By / D a t e

Checked By / Date

Mac 3

1:50

08-06-06 JI

Oct 2002

Title

North Elevation D r a w i n g N o.

A/601/C/20

R e v N o.

K

Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work.

H31-120-- Aluminium Standing seam roof with all gutter, eaves, abument valley and ridge details. Specialist responsible for all work in suppliing and installing the roof system above and including the metal liner. Z purlins and structural steel by others.

This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

NOTES

K10-245 Plaster B on Timber battens Top of steel

37.750 F10-110&250-Cavity Brick / Block wall and F30-155 partial fill insulation

top of lintel plate

37.010 Top of steel

36.400

1285

L10-330- Aluminum windows

Stationary Reprograpphics Top of screed

top of lintel plate

35.735

Staircase FF06

Top of structural slab

35.015

top of steel

6

WC

610

Staff Room F30-180 cavity closers

34.975

Top of structural slab +6575

34.750

WC

100

34.535 Buggy Park ceiling to spec. K10-227top of lintel plate 33.935

Youth Room

Meeting

Lounge / Training Room

top of lintel plate

610

33.935

Timber grills

Top of screed

Top of structural slab

33.665

G/W25

33.625

bottom pre cast floor

33.475

G/W26

Safe

33.110

Q 610

Admin Of/ce

200

2988

Buggy Park

100

top of lintel plate

For details to the stair see drawings 50 & 51 Stair 1 GF06

F30-725 Pre cast sills

top of lintel plate

Top of screed

32.055

Top of structural slab

2988

top of lintel plate

32.135

Top of structural slab

31.900

31.900 610

40mm proprietory screed laid direct to suspended floor and painted. Suspended floor over this area laid 75mm above level of adjacent suspended floor.

1328

1328

Quiet Room Top of screed Top of structural slab

30.705

4B

4A

4

SECTION ON AA 914

3

2

1

0 Rev T Rev S Rev R Rev Q Rev P

11425

1567.5

1462.5

1860

2391

H31-120-- Aluminium Standing seam roof with all gutter, eaves, abument valley and ridge details. Specialist 3230 responsible for all work in suppliing and installing the roof system above and including the metal liner. Z purlins and structural steel by others.

3230 881

5795

F10-110&250-Cavity Brick / Block wall and F30-155 partial fill insulation

top of brick

40.450

Bauder roof laid on 22mm ply to 20 Degree fall

check position of this wall against plan and tower drawing

35

top of steel @ intersect with GL 4

39.245

20.00째 bottom of steel

37.600

top of block and pad stone

top of steel @ intersect with GL3

bottom of steel

35.015

bottom of steel

bottom of steel

36.807

36.807

2398

374

130

0

34.975

top of steel plate bottom of concrete plank

0

.4

130

35.125

0

Retain existing roof slab

4756

100

Project

Extension to St Peters Church

reduce inner leaf thickness from 140mm to 102mm (Brick) from this level and upwards

2925 2988

Retain existing floor

Church entrance level

31.900

32.008

The Well Hospitality

1328

Harold Wood Client

Hub

Top of structural slab

CO1 1PA

FOR INFORMATION

weep holes @ 1200mm centres

Corridor

Top of screed

Colchester

Fax 01206 563 377 www.inkpendownie.co.uk

Drawing Status 130

Q

Meeting Room Admin Of/ce

Balkerne Passage

0

34.825

32.055

Drawn By

Tel 01206 577 244 arch@inkpendownie.co.uk

374

130

910

bottom of steel Top of structural slab

reduce inner leaf thickness from 140mm to 102mm (Brick) toothed in behind stud wall

31.900

Revision

ST ST ST

Inkpen Downie Architecture & Design Ltd Existing timber lining and end of rafters retained

34.825

Top of structural slab

Additional entrance tower elevation & Ground floor level change

2 Balkerne House

78

Top of screed

ST

Rev Date

1째

200

2475

Q

Rev F 03-12-07

ST ST

possible position for 305 uc contractor to check length top of steel @ intersect with GL2

36.656

reduce inner leaf thickness from 140mm to 102mm (Brick) from this level and upwards

bottom of RC slab

ST

37.600

36.807

Staff Room

Revised setting out dimensions & Revised steel beam details Additional setting out levels Revised setting out dimension Revisions due to cost reductions & compliance with B.Regs Rev K 14-02-08 Buggy Park ceiling note & detail change Rev J 25-01-08 Buggy Park grill detail & tanking detail change on Section AA Rev I 18-01-08 Tanking detail change on Section AA Rev H 14-01-08 Ceiling void dim. change Rev G 11-12-07 Additional insulation to the ceiling around the motorised damper Section FF-in ventilation void & Window nos. added to Section AA

ST

Rev N 18-07-08 Rev M 18-06-08 Rev L 06-06-08

top of brick

min.150

0 100

150

Rev O 22-08-08

DETAIL R33

37.373

37.300

JI JI

150

20.00째

0

0 150

JI

150

150

end of steel to coincide with GL4C

DETAIL R34

L10--- Glazed Roof

0 150

15-03-09 Note added 08-01-090 Amended eaves detail. 03-10-08 Levels Dims and Grid added. 01-10-08 Revised setting out 27-08-08 Added Section NN

Under Croft

2988

4C

St Peters Church Cad File

Scale

Drawn By / D a t e

Checked By / Date

Mac 7 601

1: 50

ST/Jun08

Initials/Date

Title

1328

5

30.550

Sections on AA & FF & NN SECTION ON FF Retain existing floor slab

SECTION ON NN

D r a w i n g N o.

R e v N o.

A/601/C/24

T

Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work. This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

NOTES Top of steel

Centre of chs steel

40.300

40.230

ventilation louvre & steel structure & insulation by specialist manufacturer

openning windows to assist in venting the atrium pad stone & timber cill by the contractor

8400

Louvered ventilation to atrium

top of plate

38.650

350 162

Centre of chs steel

5

37.455 top of plate

162

37.075

bottom of steel

5

36.807 162

5

162

50x50 timber battens 400mm centres

5 top of lintel plate

5625

Staff Room

35.735

Corridor Top of screed

Top of structural slab

35.015

34.975

Centre of chs steel

34.605

200

Top of plate

34.460

Top of screed

Top of structural slab

33.665

Top of screed

Top of structural slab

33.625

33.665

33.625

bottom of precast floor

33.475

timber rafters

2988

2988

100

Entrance

Top of screed Top of structural slab

32.055

lift pit to manufacturers recommended detail

31.900

1328

32.010

1328

top of structural slab 31.900

For details see drawing 52

Top of screed Top of structural slab

30.705

0

1

2

3

4

4A

4B

4C

30.550

5

11425

SECTION ON BB 3230

3230

1860

2391

1462.5

1567.5

Rev Q 24-11-08 Roof finish raised up on Section GG & Section BB to the same level with Section HH Rev P 06-10-08 Additional dims & levels for the duct structure Rev O 03-10-08 Revised setting out Rev N 01-10-08 Revised setting out Rev M 22-08-08 Revised setting out dimensions & Revised steel beam details

914

4788

881

Additional setting out levels. Tower back wall detail & thickness changed. Rev K 20-06-08 Added section on NN and added detail for party wall surveyor

ST ST JI ST

Rev L 18-07-08 For details see drawing A/601/C/76 Detail R11

132

521

38.452132

0

52

165

top of steel @ intersect with GL 4

37.800

Rev J 06-06-08 Revisions due to cost reductions & compliance with ST B.Regs Rev I 06-02-08 Tanking detail & valley roof safety balustrade changed ST Rev H 18-01-08 Gutter & tower detail change & additional notes ST Rev G 14-01-08 Ceiling void change & Duplus roof glazing to Section ST GG RevF Date Revisionfloor level changes Drawn Rev 04-12-07 Ground STBy

end of steel to over hang inner leaf.

0 165

Bearing

0

38.020

1645

Eq

20.00째

Eq

24 115 0

30

682

ST

530

605

bottom of steel

300

Windows on both sides

165

653

Louvered ventilation to atrium 3198

For details see drawing top of steel @ intersect with GL 4 A/601/C/76 Detail R12 39.590

150 x 150 uc section between GL G & H to provide means of hoisting lift.

Inkpen Downie Architecture & Design Ltd 2 Balkerne House 200

36.807

374

Church Archive

Adjacent property

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

Adjacent property

Steel at higher level over corridor to external door

lift

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

200

464

bottom of steel

Drawing Status

for details to the stair see drawings 50 & 51

FOR INFORMATION

Top of block work

35.050

top of block work

34.825

Project

940

Extension to St Peters Church Timber

Section taken through landing of external stepped access to fire escape./ Insitu cast concrete with inset tactile paving and handrails

33.625 top of lintel plate

33.110 Boundary between properties

Steel at lower level over meeting room

Fire Exit G/D10

150

2988

Clergy of&ces

Pre cast

Existing floor level

Church entrance level

31.990

32027

Meeting room

1328

For staircase details see drawing A/601/C/52 Top of screed

30.705

32010

Client

St Peters Church Cad File

Scale

Drawn By / D a t e

Checked By / Date

Mac 7 601

1: 50

ST/Jun08

Initials/Date

Title 30890

Top of

31015

30910

30700

structural slab

For tanking details see drawing A/601/C/34

1328

32.218

Boundary between properties

Harold Wood 2988

Top of structural slab

Sections BB & GG

30.550

D r a w i n g N o.

A/601/C/25 Formation level 28900

SECTION ON GG

R e v N o.

Q

Formation level 28900

SECTION ON OO

Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work. kalzip roof cover

DUCT STRUCTURE 3D VIEW - 1

DUCT STRUCTURE 3D VIEW - 2

This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

cladding Z purlins duplus glazing bars

NOTES ventilation louvre & steel structure & insulation by specialist manufacturer

pad stone & timber cill by the contractor

min.150

cavity tray to stepped over steel post at return of wall

1219 top of plate

38.650

20.00째

6535

F/W23

350 5

top of plate

5 162

162

162

37.600 F/W21

100

162

bottom of steel

37.075

top of block bottom of slab

F/W22

37.300

bottom of steel

bottom of steel

36.807

36.807

5

Ceiling to spec. K10/225

5

top of lintel plate

35.735

Ceiling to spec. K10/245

610

safety detail to be checked fire safety glass

top of block bottom of slab

34.825

34.825

200

top of steel plate bottom of concrete plank

Top of screed

N

Top of structural slab

33.665

bottom of RC Slab

33.625

33.475 For balustrade details see drawing 52 2988

100

2988

timber rafters

Top of structural slab

Top of structural slab

31.900

31.900

Top of screed Top of structural slab

32.055

1328

31.900

1328

15mm Gyproc Fire Case

Top of screed Top of structural slab

30.705

30.550

SECTION ON CC

5

4C

4B

4A

4

3

2

1

0

DUCT STRUCTURE 3D VIEW - 3

Rev O 06-10-08 Additional dims & levels & perspective views for the duct structure Rev N 01-10-08 Revised setting out Rev M 22-08-08 Revised setting out dimensions & Revised steel beam details Rev L 18-07-08 Additional setting out levels. Tower brick wall thickness & detail changed. Rev K 06-06-08 Revisions due to cost reductions & compliance with B.Regs Rev J 14-02-08 Ceiling notes & detail change on Section CC Rev I 06-02-08 Tanking detail changed Rev H 14-01-08 Ceiling void dim. change Rev G 14-12-07 Window nos. added Rev F 28-11-07 Flat roof over the corridor on Section JJ & Ground floor level changes

11425 ventilation louvre & steel structure & insulation by specialist manufacturer

914

1567.5

1462.5

1860

2391 pad stone & timber cill by the contractor

3230

3230

881

150

Rev Date

Revision

ST JI ST

ST ST ST ST ST ST

Drawn By

1322

top of steel @ 6535 intersect with GL4

292 150

350 5 162 1371 top of plate

37.225

5

292

top of plate

37.075 268

162

162

end of steel to coincide with GL4C

162

5

150

38.108

bottom of steel

New timber structure flat roof

Inkpen Downie Architecture & Design Ltd

36.807

2 Balkerne House

5

DETAIL R23

DETAIL R23

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

50x50 timber battens 400mm centres

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

top of lintel plate

35.735 610

Drawing Status

FOR INFORMATION 200

Project

Meeting

N

Top of screed

bottom of RC Slab

Corridor

Lounge

Corridor

Extension to St Peters Church Existing building floor level

Top of structural slab

33.665

33.625

33.685

33.597

33.475

33.685

Harold Wood

top of lintel plate

2988

Client

100

timber rafters

610

St Peters Church Screen 1

check detail with structural engineer

The Well Hospitality Top of screed

30.705

SECTION ON JJ

Top of structural slab

30.550

Corridor

Corridor

Scale

Drawn By / D a t e

Checked By / Date

Mac 7 601

1: 50

ST/Jun08

Initials/Date

Title

Existing building floor level

30.700

30.685

150

Safety Gate

Cad File

1328

hatch with louvre panel

1328

2988

33.110

Sections on CC & JJ D r a w i n g N o.

R e v N o.

A/601/C/26

P

Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work. This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

NOTES

lead roof

500

100 kitchen ventilation

1000 Lead flashing

Retain existing roof joists & dab 10

35.125

Nuaire Terminator roof fan

G/W27

G/W28

Top of structural slab

Top of screed

33.625

33.665

2120

new gutter

G/W29

2988

Overflow pipe

Boxing

2577

32.005 31.900

Hall

1328

1328

For staircase & tanking details see drawing A/601/C/52

2170

3812

Rendered skirting on existing brick wall

Top of screed Top of structural slab

30.705

30.550

SECTION ON DD

5

4C

4B

4A

4

3

2

1

0

Rev O 03-10-08 Rev N 26-09-08 Rev M 09-09-08 Rev L 22-08-08

Provide short lenght of parapet as required to fit pitched roof to new brickwork with roof flashing and stepped cavity trays.

11425

Rev K 06-06-08 Rev J 12-02-08 Rev I 06-02-08

914

1567.5

1462.5

1860

2391

3230

Rev H 20-12-07 Rev G 20-12-07

3230

881

Rev F 13-12-07

1378

Rev E 04-12-07

Rev Date

Levels Dims and Grid added. Detail to section to gutter emerging through west ele Additional sections through new corridor parapet Revised setting out dimensions & Revised steel beam details Revisions due to cost reductions & compliance with B.Regs Overflow pipe shown on section DD Tanking detail & safety balustrade & render around entrance door changed. Flat roof detail change & additional notes Rendered skirting on existing brick wall for entrance area & additional notes & ceiling void dim. change & security balustrade on the roof Solar panels on Plant Room & Window nos. added to Section DD Plant room height reduced & Detailed Section DD been added &Section EE been removed & Ground floor level changes Revision

JI ST ST ST ST ST ST ST

ST ST

Drawn By

top of steel @ intersect with GL4

132 200

38.108 5

100

162

Retain existing roof structure

150

5 162 end of steel to coincide with GL4C

162

162

5

Inkpen Downie Architecture & Design Ltd

5

DETAIL R21

2 Balkerne House

130

0

130

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

374

50x50 timber battens 400mm centres

Plant Room

0

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

Drawing Status

Youth Room

Corridor

Retain existing floor Top of screed

Corridor

Storage

Kitchen

Extension to St Peters Church

Existing building floor level

33.685

DETAIL R24 DETAIL R24

Harold Wood

Retain existing floor

100

300

33.625

200

2988

timber rafters

Roof

Top of structural slab

33.665

Project

Lounge

940

Client

St Peters Church

Existing floor level

1328

32.228

Children Toilets

Servery

The Well Hospitality

Quiet Room Baby Change

Retain existing floor

Female WC

Kitchen Store

Corridor

Cad File

Scale

Drawn By / D a t e

Checked By / Date

Mac 7 601

1: 50

ST/Jun08

Initials/Date

Title Top of screed

30.705

Existing building floor level

Top of structural slab

30.685

30.550

Retain existing floor slab

SECTION ON HH

Male WC

1328

200

FOR INFORMATION

Sections on DD & HH D r a w i n g N o.

R e v N o.

A/601/C/28

P

Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work. This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability what soever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

NOTES

DETAIL R22

500

DETAIL R21 kitchen ventilation

1000 Retain existing roof joists & dab

Nuaire Terminator roof fan

Corridor

Roof

new gutter

DETAIL R24

DETAIL R23 & R26

2120

church 33.568

2988

2988

Overflow pipe

2170

Corridor

1328

Hall

1328

Male WC

2577

3812

Boxing

Top of screed Top of structural slab

30.705

30.550

SECTION ON LL

Rev J 06-06-08 Revisions due to cost reductions & compliance with B.Regs Rev I 12-02-08 Overflow pipes shown in existing hall Rev H 06-02-08 Roof notes & render around entrance door changed Rev G 18-01-08 Flat roof detail change & additional notes Rev F 14-01-08 New roof lights & solar panels & safety balustrade to Section MM & Additional notes Rev E 11-12-07 Window is removed from the Plant Room & Window nos. added to Section MM Rev D 23-11-07 Added information regarding existing height of the office & Existing Hall window detail amended & Flat roof over the corridor & Ground floor level changes

Solar panels

Rev Date

Revision

ST ST ST ST ST ST ST

Drawn By

Remove existing parapet lead roof Duplus openable roof light to spec. L10/461

Inkpen Downie Architecture & Design Ltd 2 Balkerne House

DETAIL R21

Church Archive

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

500

kitchen ventilation

DETAIL R25

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

1000

Drawing Status

Retain existing roof joists & dab Existing windows

2500

DETAIL R23

DETAIL R24 course to existing brick work as high as possible to support floor

FOR INFORMATION

Nuaire Terminator roof fan

Plant Room

Corridor

Project new gutter

Extension to St Peters Church 2120

G/W30

New partition

Of.ces

Meeting Room

Overflow pipe

Client

Retain existing brick wall. Boxing

Top of structural slab

3812

St Peters Church

Servery

31.900

Hall

1328

Corridor

2170

32.055

2577

Top of screed

Harold Wood 2988

Clergy of.ces

Cad File

Scale

Drawn By / D a t e

Checked By / Date

Mac 7 601

1: 50

ST/Jun08

Initials/Date 1328

2988

Bookshop

2439

33.568

Title Top of screed

30.705

SECTION ON MM

Top of structural slab

30.550

Sections on LL & MM D r a w i n g N o.

R e v N o.

A/601/C/29

K

Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


914

1567.5

1462.5

1860

2391

3230

3230

Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work. This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

881 For tower details see drawing A/601/C/43

NOTES

5795

top of brick

40.450

check position of this wall against plan and tower drawing

35 top of steel @ intersect with GL 4

DETAIL R5

39.245

20.00째 150

0

150

150

0

150

mass concrete padstone (Dotted)

DETAIL R3

bottom of steel

50x50 timber battens 400mm centres

block and pad stone

37.600

top of steel @ intersect with GL3

37.373

37.300 Plaster board including acoustic plaster board to spec. K10/245

37.600 DETAIL R7

DETAIL R7

100

0 150

top of brick

min.150

0

20.00째

DETAIL R6 150

bottom of steel

top of steel @ intersect with GL2

36.807

bottom of steel

bottom of steel

36.807

36.807

36.656 F/W03 to spec. L10/330 Gutter & down-pipe in aluminium by Kalzip

2398

Staff Room Staff Room DETAIL R8 374

0

130 bottom of steel

Screed to spec. M10/130

Top of screed

35.015 b

0

35.125

Top of structural slab

34.975

130

0

0

78

DETAIL R2 DETAIL R1

130

910 1째

130

.4

200

Metal stud partition to spec. K10/128

Rev E 14-01-09 Amended eaves detail Rev D 01-10-08 Revised setting out Rev C 18-07-08 Additional setting out levels

top of steel plate bottom of concrete plank

34.825

JI

Revision

Drawn By

100

Rev Date

4756

Underside of plasterboard ceiling

Inkpen Downie Architecture & Design Ltd 2 Balkerne House

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

G/W05 to spec. L10/330 Drawing Status

FOR INFORMATION Admin Ofce Admin Ofce

Hub Hub

Cavity Brick / Block wall to spec. F10/110&250

Project

Extension to St Peters Church

Partial fill cavity insulation to spec. F30/155

Harold Wood DPC Client

15mm insulation to depth of screed to spec. M10/460 Air bricks connected to telescopic vents to spec. F30/172

Screed to spec. M10/115

Foundation to Structural Engineers detail drawings

Top of screed CHECK WITH STRUCTURAL ENGINEER

DPM

slab

32.055

Top of structural slab

31.900

St Peters Church Cad File

Mac 7 601

Scale

Drawn By / D a t e

Checked By / Date

1: 20

ST/Jun08

Initials/Date

Title

Section FF

DPC

SECTION ON FF

D r a w i n g N o.

R e v N o.

A/601/C/33

E

Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


For details see drawing A/601/C/76 Detail R11

Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work. This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

DETAIL R5

For details see drawing A/601/C/76 Detail R12 top of steel @ intersect with GL 4

Louvered ventilation to atrium

3198

521

165

DETAIL R5

0

30

682 R10 DETAIL

300

bottom of steel

end of steel to over hang inner leaf.

530

605

Windows on both sides 38.452

NOTES

39.590

132

165

0

DETAIL R3

132

24 165

Eq

top of steel @ intersect with GL 4

Bearing

0

653

52 115 0

38.020

1645

Eq

20.00째

37.800

464

Ceiling to spec. K10/225 150 x 150 uc section between GL G & H to provide means of hoisting lift.

bottom of steel

36.807

200

DETAIL R6

DETAIL R9

374

Adjacent property DETAIL R4

Steel at higher level over corridor to external door

lift

for details to the stair see drawings 50 & 51 DETAIL R3A

top of block work

34.825

940

timber rafters

See detail Section on AA Drawing A/601/C/53

Timber

Top of structural slab

33.625 Rev E 18-07-08 Rev Date

Additional setting out levels Revision

Drawn By

top of lintel plate

33.110

150

HW cill on block render both sides

Ceiling to spec. K10/225

Boundary between properties

Steel at lower level over meeting room Pre cast

G/W07 to spec. L10/330

Inkpen Downie Architecture & Design Ltd

Existing brick wall to be retained

2 Balkerne House Weep holes Church entrance level

31.990

Rendered surface 2 brick courses higher than the entrance floor level to spec. M20/160

Meeting Meetingroom room

Cavity Tray to spec. F30/340

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

Drawing Status

FOR INFORMATION Project

Cavity Brick / Block wall to spec. F10/110&250 Partial fill cavity insulation to spec. F30/155

15mm insulation to depth of screed to spec. M10/460

Top of

30.705

Harold Wood 30890

Screed to spec. M10/115 Top of screed

Extension to St Peters Church

min.150

For staircase details see drawing A/601/C/52

1490

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

Ground Level DPM to spec. J40/120

30700

Client

30910

St Peters Church

structural slab

30.550

Drainage/Venting Membrane to spec. J40/295 Tanking membrane to spec. J40/290

Shaped polystyrene lost former

Cad File

Mac 7 601

Scale

Drawn By / D a t e

Checked By / Date

1: 20

ST/Jun08

Initials/Date

Title

Section GG

Rigid insulation Perforated sub-soil drain

SECTION ON GG

D r a w i n g N o.

R e v N o.

A/601/C/34

F

Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work. This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

grease trap to be agreed with kitchen specialist

in the event of a fire in the Hub and a need to escape from the church to Gubbins lane this postion is designated a refuge

H

J

1755

escapeCorridor new 100mm block partition

Kitchen GF 26

new 140mm block partition

COOKER POSITION

STAIRWELL 4 Remove existing floor finishes prepare base and lay new floor finishes. Retain existing handrails, balustrade, strings, skirtings and nosings etc. Re-Decorate handrails, balustrade, strings and skirtings.

665

GF 24

G/D43

K

pipe run to be agreed with kitchen specialist

2250

Remove existing door and frame and over panel construct new metal stud over panel (----) and fit new doors and frame to fit existing opening

Lobby GF25 escape

1815 from existing plaster

G/D42 G/D44

G/D41

Flowers GF 35

Music Store GF 34

step

EXISTING CUPBORDS Remove existing cupboards and associated joinery. Finish walls in plaster and complete finishes in accordance with kitchen specialist requirements. KITCHEN See drawing A601-C-64 severy details including setting out

Remove existing door and frame form new opening and fit new door & frame

Corridor GF 40

step

NOTES EXISTING DOOR & FRAME Remove existing door and replace with new FD 30 Door

Remove hatch & brick up existing opening

G/D55

G/D54

step

CD tape library

Stair 4

G/D45

escape

G/D39

30.685

(Top of screed)

G/D35

900

G/D48 Form new opening and fit new door & frame

Brick up opening

Set out dimensions to be determined on site

Place of refuge Refuge

Cavity closers to spec.F30/180

G/D32

Fire Exit 102 G/D10

G/D61 436

342

572.5

105

line through

Wet Area GF13 =

=

G/D21

572.5

2240

572.5

32.010

1810

31.260

(FFL)

(FFL)

G/D23 105

572.5

665

7279.3 572.5

GROUND FLOOR LOWER

E

Coat Hooks

Grub out existing

Store GF 14

PROTECTED CORRIDOR

Grub out existing

31.120 572.5

31.110

1472.5

A

572.5

G/D25

G/D24

210

G/D22

140

1115

1810

327 572.5 3140

8626.6

30.440

Grub out existing 171.25

Kitchen GF 11

G/D19

G/D18

888

1650

G/D17

900

G/D16

1988

roof light positions window openings

Total Opening 2.18 x 2 = 4.36 m2. 1.08 x 4 = 4.32 m2. 1.59 2.12 A= 12.39 m2.

site dim

900

escape

112

140

this wall out at right angles to the south elevation Creche/Play Area 1Set to the dimensions shown subject to checking the distance from the boundary. The distance from the GF 12 boundary must not be less than 1050mm.

Grouted out

G/D20A hatch with louvred panel for air transfer

Children Toilets GF10

Meeting Room GFO8

100

G/D26A

escape

G/D20

MJ

Total Surface Area (2013mm from the boundary) A = 86.35 m2. %16 = 13.81 m2.> 12.39 m2. A = 81.94 + 4.41 = 86.35 m2.

B

1013.9

G/D27A escape

SETTING OUT

38.5

538.5

A = 102.37 m2. %8 = 8.18 m2.> 6.49 m2.

GROUND FLOOR UPPER

1012.5

2200

102

4734

G/S.F.P 1

Safety Gate

38.5

G/D15 538.5

G/W12

1677.5

12365

escape

1445

escape

1230

G/D14

G/W11

compartment compartment

440

G/D26

1012.5

31.280 31.380

3262.5

Quiet Room Baby Change GF09

900

100 140

337.5

31.630

escape

44.1

2136

G/W10

Total Opening 0.34 x 8 = 2.72 m2. 0.29 x 13 = 3.77 m2. A= 6.49 m2.

C

pressed aluminium cill by window fitting company not by Sapa

Creche / Play Area 2 GF15

G/D27

Place of Refuge

4587

WC GF05

1135 1012.5

31.385

(Top of structural slab)

G/D12

Lobby GF39

check site dimensions once the existing bungalow is demolished.

1013.9

171.25

327.5

(FFL)

G/S.F.P 1

2475

184

Total Surface Area (1000mm from the boundary) A = 102.37 m2.

1000

G/D28 Screen 2

2475

3348

1800 1135

(Top of screed) (Top of structural slab)

Place of Refuge

G/D12A

171.3

327.5 31.530

Overflow at high level

1186

30.705 30.550 30.700

Screen 1

(Top of screed)

30.550

slab)

Stair GF06

escape

140

7.5 (FFL)

31.660 (FFL)

31.900(Top of structural

G/DO8

DOOR REVEALS Form new opening.

4734

G/D13

G/W09 DPC

compartment

check moveable wall manufacturer's recommended width

G/D28A A05

SETTING OUT Set out parallel to the existing buildings at this dimension subject to checking the distance from the boundary. The distance from the boundary must not be less than 1050mm.

1710 100 102

327.5

31.835 32.090

1335

SERVERY Form new opening in existing brick work to accomodate new servery counter.

STORE disconnect existing services and demolish existing walls, roof & floor etc

3410

SOUTH ELEVATION ( to Community Centre )

M DOOR REVEALS Form new opening and blockwork return.

D

100

StairG/D11 Stair 1 634.9 GF07 GF 30.700

32.027(Top of screed)

4435

572.5

1135 1247.5

E

1423

789.5

LobbyG/DO7 GF33 Place of refuge Refuge

lift opening size 2130 x 1405

G/DO9

G/DO7A

Admin Of<ce GF03

slab)

1423

180

Safe GF04

G/DO6

665

Buggy Park GF36

7.5

327.5

4500

2286

G/DO5

572.5

2700

327.5

A

G/DO4 900 1135

31.660 (FFL)

31.460

31.900(Top of structural

G/W08

1810

N

G/W07

Weep holes to spec. F30/132

1045

32.027(Top of screed)

100

2142

3197

1022.5

1436

The Well Hospitality GF 16

Stair 2 GF

33 23

SO 2082x1075 DL 2040x1000

665

120to face of web

11694.5 31.650

777.5

(FFL)

slab)

1002.5

(Top of structural slab)

slab)

105

31.900(Top of structural

32.090

31.900(Top of structural

escape

32.055(Top of screed)

(FFL)

105

32.010

G/DO2

Entrance GF01

2147.5

B

R

1562

(Top of screed)

30.550

FD 30

FFL

Grouted out

440

32.055(Top of screed)

30.705

Air bricks to spec. F30/160

Weep holes to spec. F30/132

FFL

Line these walls through

Remove existing door & window & frames. Enlarge openings to match adjacent windows. Fit new FR Frame and glazing to opening See Drg 63 for details

Remove existing window & frame Fit new FR Frame and glazing to opening See Drg 63 for details

DPC

SETTING OUT Set the grid line out 105mm from face of brickwork.

G/D29

slab)

MJ

FFL

260 105

escape 2140

brick up existing opening. See Drg 63 for details

Hub GF02

2465

G/W04

(Top of screed)

30.550 (Top of structural 32.210

F/W07

Cavity closers to spec.F30/180

G/W06

ESCAPE DOOR Form openning in existing cavity wall with lintel over. Return partition in plaster board construction and fit new door FD30S.

escape

F/W06 MJ

G/W05

G/D49 G/D30

270

42 56

F/W05

STAIRWELL 3 Remove existing floor finishes prepare base and lay new floor finishes. Retain existing handrails, balustrade, strings, skirtings and nosings etc. Re-Decorate handrails, balustrade, strings and skirtings.

1750

490 225

R

30.705

Lower level ventilation opening size to be checked with the services engineer. Vent opening to be centered with the window opening

(FFL)

C

G/D31

KITCHEN See drawing A601-C-64 severy details including setting out 1970

1950 920

slab)

FFL

Set out dimensions to be determined on site

Of<ces GF 29

hatched zone for outlets

388 685

475.4 475.4

327.5

32.055(Top of screed) 31.900(Top of structural 32.035

G/D50

11160.2

Bookshop GF 32

Cavity closers to spec.F30/180

L

Cavity closers to spec.F30/180

Servery GF 28

2260

31.670

150

673

D

R 120 87.5

490 610

32.030

G/D31A

F/W04 F/W03

F/W02

DOOR TO STAIRWELL Remove existing door and frame. Install new brick partitions including to underside of flight. Plaster and form new opening for door and frame.

Remove existing door & frame brick up opening and plaster.

UNDERCROFT Form new opening with lintels over in cavity brick work to accomodate fan convection unit. Construct housing, within undercroft, around unit to provide 1 hours fire resistance.

G/D51

B04

MJ

Hall GF 27

Stair GF19

32.228

STORE disconnect existing services and demolish existing walls, roof & floor etc

Meeting Room GF18

Retain existing brick wall

Of<ces GF 30

Clergy of<ces GF 31

Remove existing door & frame brick up opening and plaster.

2087

3252.5

32.218

A03 G/D52

re-use existing structural opening

BOOKSHOP Remove existng fittings, WC and all associated plumbing including S&VP. Form new opening in brickwork and render to match existing.

100 140

900

G/D63

32.008

A02

225

960

G/D 03

102.5

G/D58

2361

CONNECTION to CHURCH Remove existing porch all associated joinery and break out floor and sub floor. Remove section of roof to bay as shown on sections. Break out and enlarge existing opening at floor level. Part render as shown on sections.

171.25

31.490

existing door

G/D57

Remove existing glazed screen and door. Break out courtyard and construct new ground bearing slab insulation and floor and new flat roof over.Plaster new and existing walls & tile to half height.

G/D59

escape

32.213

G/D53

171.25

31.390

Lobby GF37

Entrance GF 38 A01

this dim must be confirmed by the contractor from the site after setting out

31.660 (FFL)

stub stack with air admitance valve

G

Fit pair FD 30 S timber doors with one leaf fitted with an assisted opening device controlled by a manual push button switch.

Fit outer frame of 30min RF resisiting glazing to existing window.

Stair 3

F Store? Escape

existing window opening to be blocked

G/D60

provide boxing for RW down pipes

N

Kitchen ventilation grill

Provide boxing for RW down pipe

Corridor GF17

Branch waste to urinals accessed from female wc

Male WC GF 20

G/D33

M

compartment

G/D47

escape

NEW EXTERNAL OPENING Form new opening in existing masonary wall fit new door and frame. FD 30.

Existing Underground Drainage Extended

S & VP

32.090

stair well

Overflow at high level

ALTERATIONS TO FORM TOILETS Remove all existing plumbing, ceilings and wall finishes. Demolish partitions where not required. Form openings where indicated and construct new brick partitions and remove existing doors and frames and brick openings where shown. Install new plaster board ceilings to level throughout. Plaster walls, tile where indicated and lay floor finishes in preparation for fitting of partition system.

G/D62

G/D36

Branch waste to basins to fall to stub stack

Female WC GF21

redundant drain run to be blocked up

compartment

SERVERY OPENING Reduce existing opening with blockwork partitions allow to incorporate FR Roller shutter and co-ordinate with kitchen specialist regarding setting out dimensions.

G/D38

G/D37

Church

31.730

G/D46

3322 subject to the kitchen layout

G/D40

G/D34

Place of refuge Refuge

G/D64

G/D56

step

WC 1 GF 22

escape

S O 2082x1000x 140

store

Kitchen Store GF 23

30.510

(FFL)

8877.5

1810

30.510

1227.5

1810

8090

1012.5

6965 30.460

31.380

31.510

31.250

30.890

31.120

30.910

31.400

in the event of a fire in the Hub and a need to escape in a wheel chair this postion is designated a refuge

Proposed FFL

PROTECTED STAIR

F

J

H

G

K

Kitchen ventilation grill

1st FLOOR UPPER

Take off & renovate & replace existing balustrade

F/W08

FD 30

F/W09

in the event of a fire in the Lounge FF 27 and a need to escape this postion is designated a refuge

FFL

Existing windows replaced

MJ

F/W14

H

J

Ist FLOOR LOWER

K

F/W10

G/W13

G/W14

G/W17

F/W11

F/W12

F/W13

G/W18

Weep holes to spec. F30/132

DPC

EXISTING TOILETS Take up existing floor finishes, remove ceilings and replace with plasterboard ceilings and new sheet flooring. Remove sanitary ware and replace with new.

escape FF/D34

FF/D31

Stores FF25

Lounge FF27

FF/D25

33.685(FFL)

Stair 3

rwp

24.8 m 2 L

FF/D35

fall

950

SOUTH & EAST ELEVATION FIRE SPREAD UNPROTECTED AREA CALCULATION

33.597(FFL)

escape

Roof 1

260

for details to roof 1

see roof drawing A/601/C/14

B06

existing pier

The extension replaces existing buildings which have an unprotected area to this elevation of of 31.10sqM. The proposed building has a total unprotected area of 26.66SqM. This represents a reduction in the unprotected area of 4.44SqM.

Remove existing window and alter opening to take new door and frame. Retain existing lintel and fit new door withinh existing height.

FF/D19

33.597(FFL)

Remove existing window and brick/block up existing cavity construction

M

M

D

Rev Date

D 1223 33665

(Top of screed)

33625

(Top of structural slab)

check site dimensions once the existing bungalow is demolished.

ADJUST set out for rafters and standing seam of roof (lower roof only) to centre of this window STANDING SEAM CENTRE ARE 434MM. SET OUT RAFTERS TO SAME CHECK WITH NEW ROOF CONTRACTOR THAT THEY PRODUCE A ROOF TO THIS SETTING OUT DIMENSION

Screen 3

C

33665

(Top of screed)

33625

(Top of structural slab)

escape

33687 (Top of screed)

FF/D09

(Top of structural 33625 Place of refuge Refuge

B

escape

Meeting FF14 FF/D15

WC FF05

FF/D16

Kitchen/ Drinks FF16

472

FF/D17

Store FF17

1585

434

2409

868

A

set out for rafters and standing seam of roof to centre of this window STANDING SEAM CENTRE ARE 434MM. SET OUT RAFTERS TO SAME CHECK WITH NEW ROOF CONTRACTOR THAT THEY PRODUCE A ROOF TO THIS SETTING OUT DIMENSION

E

slab)

434

site dim

868

end of steel to coincide with gl P

969 FF/D14

FF/D13

Youth Room FF12

slab)

Place FF/D06 of refuge Refuge

110

Corridor FF13

FF/D12

FF/D11

3906 Check dim on site

ramp gradient 1:39

35015 (Top of screed) 34975 (Top of structural

WC FF07

FF/D10

WC 1 FF10

1810

(Top of structural slab)

6400

(Top of screed)

33625

Landing FF08

escape

Stair 1 FF

Landing FF06

escape

33687

FF/D08

FF/D04

868

Lounge /Training Room FF15

1678

light weight construction

1736.9

E

1902.5

1247.5

Stationary Reprographics FF02

Cleaners FF11

2156

Staff Room FF01

2700

lift opening size 2130 x 1405

1632

FF/D03 FF/D02

escape

Corridor FF04

escape

escape

FF/D01

152

Corridor FF09

slab)

escape

B

4500

C

Stud wall to enclose duct

FF/D18 34975 (Top of structural

Drawn By

in the event of a fire this postion is designated a refuge

FF/D22

35015 (Top of screed)

Revision

overflow pipe & boxing

Form opening and fit new door and frame

N

A

this area is opposite the vicars garden which is an area controlled controlled by the church. It could be considered that a subtantial part of the boundary to the site be treated as notional. If this is accepotable the distance between the the two buildings is 49 meters. This would allow no limit on the dwelling (Dia 46) and 100% unprotected area on the church building.

New cavity construction

33.597(FFL)

Plant Room FF22

Total Surface Area (2000mm from the boundary) A = 18.5 m2.16% = 2.96 m2.> 2.00 m2. A = 36.3 m2.

Remove existing door and frame. Form new opening and remove wall & door to cupboard. Block up existing opening fit new door and frame.

Landing FF20 800

B04

A = 36.3 m2.x 8% = 2.904 m2.> 2.56 m2.

New brick and block cavity construction over existing walls Remove end section of tiled roof construct walls re lay roof and fit lead flashings to roof

step Place of refuge Refuge

FF/D23 225

fall

G

WINDOWS Retain existing windows except for window over new escape door.

Corridor FF18

fall

FLAT ROOF Lay new boarding with tapered insulation laid to fall and install new flat roof finishes upstands and cast iron gutter and down pipe. fall STAIRWELL 3 Remove existing floor finishes prepare base and lay newfloor finishes. Retain existing handrails, balustrade, strings, skirtings and nosings etc. Re-Decorate handrails, step balustrade, strings and skirtings.

N

Store? Escape

Total Surface Area (1000mm from the boundary) A = 36.3 m2.

FF/D26

WINDOW & CILL OVER ESCAPE DOOR. Remove existing window and cut out section of cill. Fit new cill / lintel and new window over.

FF/D24

retain existing partition

EXISTING WALL remove upper section of brick wall and bring new flat roof over into new gutter omn new timber fascia. See Roof Plan for other works

F

Existing Building Total Opening 1.00 x 2 = 2.0m2. A = 2.00 m2.

overflow pipe & boxing

1935

fall

Total Opening 0.34 x 4 = 1.36 m2. 0.20 x 6 = 1.2 m2. A = 2.56 m2.

EXISTING BUILDING

NEW CUPBOARDS Form new cupboards to conceal extract from kichen below. Provide bulkhead over door to conceal duct work and form opening in blockbrickwork. See M&E details

fire exit escape

KITCHEN Remove existing hatch and block up opening. Form opening and fit new door and frame

Kitchen FF26

Church

FD 30

EAST ELEVATION ( to Vicarage Garden )

Remove existing door and frame and form new opening and fit new doors and frame

FF/D29

Stair 4 FF30

S O 2082x1630 D L 2040x926 D L 2040x415

CD tape library

Store FF24

FD 30

EXISTING STORAGE Remove existing walls / frame doors which form storage and replace with new to create deeper storage capacity.

FF/D30

store

SLIDING FOLDING SCREEN Retain existing screen.

STAIRWELL 4 Remove existing floor finishes prepare base and lay newfloor finishes. Retain existing handrails, balustrade, strings, skirtings and nosings etc. Re-Decorate handrails, balustrade, strings and skirtings.

FF/D27

Toilet FF29

FD 30

FFL

FF/D28

FF/D32

Place of refuge Refuge

escape

FF/D33

Toilet FF28

Existing East Elevation (to residential area & vicars garden) Part B Fire Safety

Inkpen Downie Architecture & Design Ltd 2 Balkerne House

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

7479

2592.5 1002.5

1247.5

2240

1810

5185

2127

1810

1227

1810

1227

M

N

1810

P

8090

Drawing Status set out for rafters and standing seam of roof to centre of this window STANDING SEAM CENTRE ARE 434MM. SET OUT RAFTERS TO SAME CHECK WITH NEW ROOF CONTRACTOR THAT THEY PRODUCE A ROOF TO THIS SETTING OUT DIMENSION

F

FOR INFORMATION

set out for rafters and standing seam of roof to centre of this window STANDING SEAM CENTRE ARE 434MM. SET OUT RAFTERS TO SAME CHECK WITH NEW ROOF CONTRACTOR THAT THEY PRODUCE A ROOF TO THIS SETTING OUT DIMENSION

G

in the event of a fire those escaping from the first floor levels have a place of refuge at each level

H

J

K

Project

Extension to St Peters Church Harold Wood Client

St Peters Church Cad File

Scale

Drawn By / D a t e

Mac 7 601

1: 200

ST/13.09.07

Checked By / Date

Title

Escape strategy and unprotected areas. D r a w i n g N o.

R e v N o.

A/601/C/10

A

Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


D o not sca le di mens ions off dra wings. Use w rit ten or ca lcu lated d imensions. The con tractor i s respons ible for checking a ll dimensions be fo re ordering or star ting work.

1

T his draw ing has been produced for the c lient for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g i s not intended for use by any o the r person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. I nkpen Do wnie Architecture &Des ign accept no liabi lity w hatsoever if this draw ing is used by any o the r person o r f o r a n y o t h e r p u r p o s e.

trim to be Renderplas EB12 reversed.

SECTION DETAIL 1

1247.5

paint on the smooth surface if the lintel. render on the textured surface of the lintel. timber trellis formed by 44mm x 44mm H/W stainless steel sleeves cut from a tube around the chemical anchors.

195

30

195

195

195

195

195

195

195

195

1135

NOTES

SECTION DETAIL 2 ELEVATION

1

SECTION 1 Rev Date

stainless steel sleeves cut from a tube around the chemical anchors.

Revision

Drawn By

Inkpen Downie Architecture & Design Ltd 2 Balkerne House Tel

Balkerne Passage

01206 577 244

Colchester Fax

arch@inkpendownie.co.uk

CO1 1PA

01206 563 377

www.inkpendownie.co.uk

Draw ing S ta tus

FOR INFORMATION Project

205

PLAN

205

205

205

205

227

227

227

227

227

Extension to St Peters Church

PLAN DETAIL 3

Client

St Peters Church Cad File Mac 7 601

Scale 1:20/1:5

Drawn By / D a t e ST 05 May 09

Checked By / Date JI

Tit le

Buggy Park Trellis Detail

D r a w i n g N o.

R e v N o.

A/601/C/100 Co p yri ght re se r ve d b y In kp en D ow ni e A r chit ect ur e & De si gn. Thi s dr awi ng s hal l not be re pr odu c ed o r u s ed w itho ut p ri or pe r mi s sio n of th e p art ne rs hi p.


Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work.

OPERATIONAL REQUIREMENTS FOR DOORS G/D01 & 02 The two largest leafs are to be assisted opening with a push button arrangement which will allow automatic opening from outside and inside.The outer smallest leaf GD01 is to be bolted on the inside. When the bolts are withdrawn and the leafs opened they shall stand open. The largest leaf to the outer door is to be fitted with an electric bolt mechanism which provides security and allows entry to be controlled from the reception position and from the admin office. An intercom, connected to reception and admin is required to be installed directly above the external push button.It should be able for those leaving the building to over ride the security mechanism by means of a push switch.This mechanism is to be linked to the automatic opening device to ensure that the device does not operate against the bolt and burn out the automatic opening device.

This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or f o r a n y o t h e r p u r p o s e.

NOTES

It shall be possible to switch off the control mechanism and the bolt retained in the open position so that entry / exit can be effected with out security control. Both doors and control mechanism shall be linked to the fire alarm system so that in the event of a fire or the alarm being activated they go to manual operation push open. The two largest leafs provide the means of escape in the event of fire. They must provide a clear opening width of 1100mm.

Security Switch / entry phone located at reception position.

Bot

150

1

4

3

2

50 x 32 steel rectangular box section welded and braced construction to support glass and doors. Set @ 400 mm centres and fixed to steel and underside of concrete floor planks.

5

32 x 70mm continuous HW section bolted to steel box section @ 400 mm centres to pprovide ground for fixing of glazing channel.

G/DO2

Entrance mat trim Line of brick plinth beneath Make up piece between standard threshold & entrance mat trim

Entrance lobby GF01

32x19x3.2mm Ali unequal angle fixed to timber using c/s head screws @ 250 mm centres with 3mm thick H/W spacer blocks and 12.5 x 12.5 mm ali box section fixed to RA section using c/s head machine screws @ min 400mm centres.

Mild st channe door fr

1110

150

250

Push Button with intercom above.

G/DO1

glass

A Push Button

32x19x3.2mm Ali unequal angle fixed to timber using c/s head screws @ 250 mm centres with 3mm thick H/W spacer blocks and 12.5 x 12.5 mm ali box section fixed to RA section using c/s head machine screws @ min 400mm centres.

Security Switch override

Push Button 6

SO 2082x1075 DL 2040x1000

Rebated H/W ground screwed and plugged to brick screws @ 225 mm centres standard door threshold to take pivot to door leaves

Push Button Security Switch / entry phone

G/DO4

entrance matting with perimeter framing within entrance lobby.

Screed

PLAN @ 1:20

2 courses of brick top course laid on 5mm thick bed to allow for correct level of mat well frame in relation to standard door thrreshold.

60

Insulation Carpet withing hub

VERTICAL SECTIONS @ 1 : 5 GL 2 32x19x3.2mm Ali unequal angle fixed to timber using c/s head screws @ 250 mm centres with 3mm thick H/W spacer blocks and 12.5 x 12.5 mm ali box section fixed to RA section using c/s head machine screws @ min 400mm centres. A 090623 Added notes regarding control of entrance doors Rev Date

2

3

Drawn By

Inkpen Downie Architecture & Design Ltd

GL 2

1

Revision

2 Balkerne House

4

Tel

Balkerne Passage

01206 577 244

Colchester Fax

arch@inkpendownie.co.uk

CO1 1PA

01206 563 377

www.inkpendownie.co.uk

Drawing Status

FOR INFORMATION Project

Extension to St Peters Church

5

& Entrance Doors Client

St Peters Church Cad File Mac 3/ 601

Scale 1:1 1:5

Drawn By / D a t e ST 05 May 09

Checked By / Date JI

Title

Lobby Glazing Details & Entrance Doors D r a w i n g N o.

PLAN SECTIONS @ 1 : 5

DETAIL SECTION @ 1-1

R e v N o.

A/601/C/101 A Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


A

This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability what soever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

388

388

A

Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work.

7

E

419

NOTES

E

E

services on the wall under the reception desk

E

50mm dia circular steel hollow section legs with adjustable feet steel plate welded onto the box section under the desk

.1 873 R1

A

A

B

B C

R

25 73 .1

C 65mm dia. holes on the desktop to allow cables through for the equipment.

150mm x 360mm MDF plates fixed under the box section to allow the cable running under the desk

20mm ply front cover

70

B

0

B

D C

steel plate welded onto box section to support the desk to cantilever

D C

PLAN (under the desk)

0 R 35

Hub GF02

8

D

D cut out to fit the site

PLAN (above the desk)

rotate upper desk around the existing column to locate

Stair 2 GF

5 R 52

column centre

UPPER DESK POSITIONING DIAGRAM

50mm x 50mm steel box section 20mm (4mm x 5) ply lipped all round

65mm dia hole on the desktop to allow cable access 25mm blockboard panels lipped all round on SW framing

30mm ply lipped all round

50

30

50

4mm steel plate welded to box section

20

DETAILS

1

2

3

4

Rev Date

steel plate fixed to the desk & legs

Inkpen Downie Architecture & Design Ltd 2 Balkerne House

85 panel to be scribed around the table top

6

7

Project

25mm blockboard panels lipped all round on SW framing

Extension to St Peters Church Harold Wood Client

5 slot for the services

1050

4

CO1 1PA

Drawing Status

30mm ply desk lipped all round

3

Colchester

Fax 01206 563 377 www.inkpendownie.co.uk

FOR INFORMATION

25

25mm blockboard openable panels to conceal services

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

25 25 32

2

Drawn By

25

6

1

Revision

30mm ply lipped all round

150mm x 360mm MDF plates fixed under the steel box section 85

5

20mm ply desk front lipped all round & fixed through 30mm x 50mm SW timber and 50mm dia circular steel hollow section

St Peters Church

720

Cad File

Mac 7 601 25mm blockboard openable panel to conceal services

8

Scale

Drawn By / D a t e

1: 20/1:5

ST/Sep09

Checked By / Date

JI/Sep09

Title

Reception Desk Details

SECTIONS AA

BB

CC

DD

EE

D r a w i n g N o.

A/601/C/102

R e v N o.

A

Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


D o not sca le di mens ions off dra wings. Use w rit ten or ca lcu lated d imensions. The con tractor i s respons ible for checking a ll dimensions be fo re ordering or star ting work. T his draw ing has been produced for the c lient for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g i s not intended for use by any o the r person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. I nkpen Do wnie Architecture &Des ign accept no liabi lity w hatsoever if this draw ing is used by any o the r person o r f o r a n y o t h e r p u r p o s e.

Light Fitting S.4585 T2 6W 240V GX53 220LM 175MM DIA CONCORD Diapson FITTING

NOTES

engraved and enamelled lettering

Welcome to St Peters

intercom

Light fitting Louis Poulson Observer fitting T50 Mounted on wall to illuminate sign entrance area and ramp

door bell

1560

1730

automatic door opening push button let in post to appear flush mounted

140

1225

1000

1158

S Steel tower tower

Welcome to S t Peters

220

Allow for additional cable ways with draw cords for future use

G/W03

FFL Rev Date

Revision

Drawn By

Inkpen Downie Architecture & Design Ltd 2 Balkerne House Tel

Balkerne Passage

01206 577 244

Colchester Fax

arch@inkpendownie.co.uk

CO1 1PA

01206 563 377

www.inkpendownie.co.uk

Draw ing S ta tus

FOR INFORMATION Project

Extension to St Peters Church

Light fitting Louis Poulson Observer fitting T50 Mounted on wall to illuminate sign entrance area and ramp

Details Client

St Peters Church

External wall mounted fitting (Emergency)

Cad File Mac 7 601

Scale 1:20/1:5

Drawn By / D a t e ST 05 May 09

Checked By / Date JI

Tit le

Lighting & Communications Tower Details

PLAN

D r a w i n g N o.

R e v N o.

A/601/C/103 Co p yri ght re se r ve d b y In kp en D ow ni e A r chit ect ur e & De si gn. Thi s dr awi ng s hal l not be re pr odu c ed o r u s ed w itho ut p ri or pe r mi s sio n of th e p art ne rs hi p.


Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work. This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

NOTES

Roller shutter housing Continental Shutters Aluminium Roller Shutter With motorised raise and lower. Not linked to fire alarm system. See Continental Shutters for details,

Double tall wall unit W107 1000mm wide x 720mm high x 300mm deep 43051509

stainless steel top 25 mm MDF shelf screwed and plugged to wall by MC for later connection to by others.

882

2082

344

Double tall wall unit W107 1000mm wide x 720mm high x 300mm deep 43051509

Standard timber skirting to match existing.

DISH WASHER by client

FRIDGE by client

Section on BB

B

Section on DD

D

Wash Hand Basin set in work top with 600mm wide base unit with single opening door

C

Section on CC

Servery GF 28

C

Sink and drainer with Double base unit with doors

G/D30

Revision

Drawn By

440

Rev Date

Dish washer Fridge Kitchen hood

600mm wide base unit with drawers

830

600mm wide base unit & possible 13amp 2 ring hob.

Inkpen Downie Architecture & Design Ltd

1000 wide base unit

2 Balkerne House

Coffee making machine

Tel 01206 577 244 arch@inkpendownie.co.uk

timber panel under the worktop open area

Site Dim

work top

415

400mm wide base unit

830

A

415

hot water boiler

Site Dim

Micro wave

Balkerne Passage

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

Drawing Status

FOR INFORMATION

A lenght of the worktop to be determined by the contractor to allow 600mm wide fridge not to block the existing light switch.

Project

Section on AA

Extension to St Peters Church Harold Wood

Waste stack

1970 Client

B Plan

270

600

S Servery

St Peters Church

D

25 mm MDF shelf screwed and plugged to wall by MC for later connection to by others. Fit prior to plastering and finish plaster up to shelf. Cut shelf around corner to provide abutment to shutter channels

Cad File

Scale

Drawn By / D a t e

Checked By / Date

Mac 3 - 601

1: 20

ST/July 08

JI

Title

Severy to the Well Layout & Details D r a w i n g N o.

R e v N o.

A/601/C/105

A

Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work. This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability what soever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

H

grease trap to be agreed with kitchen specialist

new 140mm block partition

EXISTING TOILETS Take up existing floor finishes, remove ceilings and replace with plasterboard ceilings and new sheet flooring. Remove sanitary ware and replace with new.

FF/D31

G/D41

G/D40 (Top of screed)

SERVERY OPENING Reduce existing opening with blockwork partitions allow to incorporate FR Roller shutter and co-ordinate with kitchen specialist regarding setting out dimensions.

G/D48 Form new opening and fit new door & frame

Brick up opening

Existing Underground Drainage Extended

2240

102

Fire Exit 100 102 G/D10

572.5

572.5 1810

32.010 31.260

(FFL)

(FFL)

1472.5

572.5

665

G/D17

G/D18

140

G/D19

1988

Kitchen GF 11

(FFL)

G/D21

=

105

Wet Area GF13 =

G/D23 105 210

G/D25

G/D24

Grub out existing

G/D22

Store GF 14

Coat Hooks

1227.5

950

ramp gradient 1:39

868

end of steel to coincide with gl P

Corridor FF13

FF/D12

33665 (Top of screed) 33625 (Top of structural slab)

969 FF/D14

3906 Check dim on site

FF/D10

site dim

868 33687 (Top of screed) 33625 (Top of structural slab)

1736.9

FF/D04

Landing FF06

FF/D08

Stair 1 FF

Landing FF08

FF/D11

35015 (Top of screed) 34975 (Top of structural slab)

FF/D09

WC FF07

Meeting FF14

Youth Room FF12

FF02

E

FF/D13

WC 1 FF10

6400

Cleaners FF11

1810

1247.5

Stationary Reprographics

2156

E

33687 (Top of screed) 33625 (Top of structural slab)

FF/D06

FF/D15

WC FF05

FF/D16

Kitchen/ Revision Drinks FF16

Rev Date 472

FF/D17

Store FF17

Drawn By

set out fo seam of r STANDIN 434MM. S SAME CH CONTRA PRODUC SETTING

1585

434

434

2409

868

7479

2592.5 1002.5

30.510 1810

Staff Room FF01

A 4500

30.440

Grub out existing

2700

light weight construction

roof light positions window openings 888

lift opening size 2130 x 1405

110

1810 3140

Creche/Play Area 1 GF 12

Grub out existing 8877.5

A 7279.3

line through

31.120 572.5

31.110

FF/D02

G/D26A

SETTING OUT Set this wall out at right angles to the south elevation to the dimensions shown subject to checking the distance from the boundary. The distance from the boundary must not be less than 1050mm.

140

1115

fall 572.5

G/S.F.P 1

1902.5

Children Toilets GF10

G/D20A hatch with louvred panel for air transfer

1632

FF/D03

1810

G/D20

Corridor FF04

G/D27A

44.1

572.5

38.5

FF/D01

152

Corridor FF09

440

G/D26

site dim

2136

B B

1013.9

572.5

538.5

fall

G/D61 G/D60 1335

G/D59

2140 900

Place of Refuge

Lounge /Training Room FF15

FF/D18 35015 (Top of screed) 34975 (Top of structural slab)

1677.5

38.5

G/D15

3348

Meeting Room GFO8

4734

Stud wall to enclose duct

C

pressed aluminium cill by window fitting company not by Sapa

Creche / Play Area 2 GF15

G/D27

C

1012.5

31.280 31.380

3262.5

180

100

Screen 2

Safety Gate

538.5

G/D16

check site d once the bungalow is

1013.9

G/D14

4587

140

337.5

4734

1012.5

31.385

Quiet Room Baby Change GF09

900

2200

171.3 (FFL)

Stair GF06

WC GF05

1135 1012.5

327.5

Screen 3 G/S.F.P 1

G/D28

171.25

1445 3197

140

7.5 1135

G/D12

Lobby GF39

G/D12A

100 102

327.5

1230

G/DO8

E

(Top of structural slab)

che bun ADJUS standin (lower this wi STAND ARE 4 RAFTE WITH CONT PROD SETTI

1000

(Top of screed)

171.25

665

LobbyG/DO7 GF33

(Top of screed)

30.550

31.900(Top of structural slab)

1710

1800

1247.5 (FFL)

789.5

32.027(Top of screed)

184

overflow pipe & boxing

Form opening and fit new door and frame

N

Overflow at high level

Screen 1 G/D13

33665 (Top of screed) 33625 (Top of structural slab)

FF/D22

2475

100

3410

33.597(FFL)

1223

(Top of structural slab)

Place of Refuge

StairG/D11 Stair 1 634.9 GF07 GF 30.700

FF/D19

D

DOOR REVEALS Form new opening.

G/D28A 30.705 30.550 30.700

A05

1650

572.5

1135

Admin Of<ce GF03

572.5

327.5

Buggy Park GF36

7.5

G/DO6

1423

existing pier

Remove existing window and alter opening to take new door and frame. Retain existing lintel and fit new door withinh existing height.

M

2475

1423

for details to roof 1

see roof drawing A/601/C/14

check moveable wall manufacturer's recommended width

lift opening size 2130 x 1405

G/DO9

G/DO7A

327.5

835

Safe GF04

900

327.5

4500

G/DO5

4435

G/DO4

105

665

1022.5 2700

100

2142

Roof 1

260

33.597(FFL)

D

SETTING OUT Set out parallel to the existing buildings at this dimension subject to checking the distance from the boundary. The distance from the boundary must not be less than 1050mm.

12365

2286 1002.5

32.027(Top of screed) 31.900(Top of structural slab)

SO 2082x1075 DL 2040x1000

1135

120to face of web

31.900(Top of structural slab)

5

1562

105

32.055(Top of screed)

(FFL)

Stair 2 GF

3 33 R2

800

33.597(FFL)

M

DOOR REVEALS Form new opening and blockwork return.

The Well Hospitality GF 16

(Top of structural slab)

Remove existing door and frame. Form new opening and remove wall & door to cupboard. Block up existing opening fit new door and frame.

FF/D35

Landing FF20

1186

STORE disconnect existing services and demolish existing walls, roof & floor etc

112

440 2147.5 32.010

32.055(Top of screed) 31.900(Top of structural slab)

(Top of screed)

Stair 3

Plant Room FF22

1045

G/D29

SERVERY Form new opening in existing brick work to accomodate new servery counter.

2260

30.705 30.550

step

FF/D23

B06

SETTING OUT Set the grid line out 105mm from face of brickwork.

Line these walls through

N

rwp

Remove existing window and brick/block up existing cavity construction

1436

30.705 (Top of screed) 30.550 (Top of structural slab) 32.210

Remove existing door & window & frames. Enlarge openings to match adjacent windows. Fit new FR Frame and glazing to opening See Drg 63 for details

Remove existing window & frame Fit new FR Frame and glazing to opening See Drg 63 for details

New cavity construction

260 105

270

42 56

New brick and block cavity construction over existing walls Remove end section of tiled roof construct walls re lay roof and fit lead flashings to roof

ESCAPE DOOR Form openning in existing cavity wall with lintel over. Return partition in plaster board construction and fit new door FD30S.

1750

490 225

388

R

Lower level ventilation opening size to be checked with the services engineer. Vent opening to be centered with the window opening

Hub GF02 G/DO2

G/D30

KITCHEN See drawing A601-C-64 severy details including setting out 1970

1950 920

brick up existing opening. See Drg 63 for details

Entrance GF01

G/D49

Set out dimensions to be determined on site

Of<ces GF 29

hatched zone for outlets

31.900(Top of structural slab) 32.035

2465

G/D31

Servery GF 28

G/D50

G

STAIRWELL 3 Remove existing floor finishes prepare base and lay new floor finishes. Retain existing handrails, balustrade, strings, skirtings and nosings etc. Re-Decorate handrails, balustrade, strings and skirtings.

Remove existing door & frame brick up opening and plaster.

Form new opening with lintels over in cavity brick work to accomodate fan convection unit. Construct housing, within undercroft, around unit to provide 1 hours fire resistance.

G/D51

673

475.4 475.4

685 327.5

150

G/D31A

Grouted out

2087

Bookshop 490 GF 32 610

32.055(Top of screed)

Clergy of<ces GF 31

Remove existing door & frame brick up opening and plaster.

11160.2

140

Of<ces GF 30

A03 G/D52

re-use existing structural opening

Meeting Room GF18 UNDERCROFT

Retain existing brick wall

900

A02

BOOKSHOP Remove existng fittings, WC and all associated plumbing including S&VP. Form new opening in brickwork and render to match existing.

100

3252.5

102.5

32.218

R 12 087. 5

CONNECTION to CHURCH Remove existing porch all associated joinery and break out floor and sub floor. Remove section of roof to bay as shown on sections. Break out and enlarge existing opening at floor level. Part render as shown on sections.

32.008

B04

STORE disconnect existing services and demolish existing walls, roof & floor etc

F

B04

Stair GF19

32.228

N L

DOOR TO STAIRWELL Remove existing door and frame. Install new brick partitions including to underside of flight. Plaster and form new opening for door and frame.

900

G/D63

225

960

G/D 03

Hall GF 27

327 572.5

G/D57 2361

G/D53

171.25

G/D58

fall

WINDOWS Retain existing windows except for window over new escape door.

retain existing partition

FLAT ROOF Lay new boarding with tapered insulation laid to fall and install new flat roof finishes upstands and cast iron gutter and down pipe. fall STAIRWELL 3 Remove existing floor finishes prepare base and lay newfloor finishes. Retain existing handrails, balustrade, strings, skirtings and nosings etc. Re-Decorate handrails, step balustrade, strings and skirtings.

Remove existing glazed screen and door. Break out courtyard and construct new ground bearing slab insulation and floor and new flat roof over.Plaster new and existing walls & tile to half height.

342

existing door

Stair 3

Lobby GF37 32.213

this dim must be confirmed by the contractor from the site after setting out

171.25

existing window opening to be blocked

stub stack with air admitance valve

Entrance GF 38 A01

33.685(FFL)

EXISTING WALL remove upper section of brick wall and bring new flat roof over into new gutter omn new timber fascia. See Roof Plan for other works

Provide boxing for RW down pipe

provide boxing for RW down pipes

N

WINDOW & CILL OVER ESCAPE DOOR. Remove existing window and cut out section of cill. Fit new cill / lintel and new window over.

FF/D24

225

G/D32

436

Male WC GF 20

Corridor GF17

G/D33

FF/D26

overflow pipe & boxing

1935

Set out dimensions to be determined on site

Branch waste to urinals accessed from female wc

S & VP

G

FF/D25

Kitchen FF26

fall

redundant drain run to be blocked up

KITCHEN Remove existing hatch and block up opening. Form opening and fit new door and frame

G/D47

NEW EXTERNAL OPENING Form new opening in existing masonary wall fit new door and frame. FD 30.

G/D62

G/D35

900

Branch waste to basins to fall to stub stack

G/D36

fire exit Remove existing door and frame and form new opening and fit new doors and frame

Overflow at high level

ALTERATIONS TO FORM TOILETS Remove all existing plumbing, ceilings and wall finishes. Demolish partitions where not required. Form openings where indicated and construct new brick partitions and remove existing doors and frames and brick openings where shown. Install new plaster board ceilings to level throughout. Plaster walls, tile where indicated and lay floor finishes in preparation for fitting of partition system.

G/D34

G/D37

NEW CUPBOARDS Form new cupboards to conceal extract from kichen below. Provide bulkhead over door to conceal duct work and form opening in blockbrickwork. See M&E details

EXISTING STORAGE Remove existing walls / frame doors which form storage and replace with new to create deeper storage capacity.

3322 subject to the kitchen layout

30.685

G/D38

Female WC GF21

Lounge FF27

1678

G/D39

Fit pair FD 30 S timber doors with one leaf fitted with an assisted opening device controlled by a manual push button switch.

G/D46

Store FF24

Corridor FF18

WC 1 GF 22

Fit outer frame of 30min RF resisiting glazing to existing window.

Stair 4 FF30

G/D56

step

F

G/D64

FF/D30

KITCHEN See drawing A601-C-64 severy details including setting out

Stores FF25

FF/D29

EXISTING CUPBORDS Remove existing cupboards and associated joinery. Finish walls in plaster and complete finishes in accordance with kitchen specialist requirements.

Remove existing door and frame form new opening and fit new door & frame

8626.6

step

Remove hatch & brick up existing opening

Grouted out

Corridor GF 40

step

EXISTING DOOR & FRAME Remove existing door and replace with new FD 30 Door

SLIDING FOLDING SCREEN Retain existing screen.

STAIRWELL 4 Remove existing floor finishes prepare base and lay newfloor finishes. Retain existing handrails, balustrade, strings, skirtings and nosings etc. Re-Decorate handrails, balustrade, strings and skirtings.

G/D45

SO 2082x1630 DL 2040x926 DL 2040x415

G/D55

G/D54 step

Kitchen Store GF 23

Stair 4

SO 2082x1000x140

Flowers GF 35

Music Store GF 34

FF/D28

FF/D32

Toilet FF29 COOKER POSITION

STAIRWELL 4 Remove existing floor finishes prepare base and lay new floor finishes. Retain existing handrails, balustrade, strings, skirtings and nosings etc. Re-Decorate handrails, balustrade, strings and skirtings.

665

G/D43

K

FF/D27

Kitchen GF 26

Toilet FF28

FF/D33

Corridor new 100mm block partition GF 24

1755

Lobby GF25

2250

Remove existing door and frame and over panel construct new metal stud over panel (----) and fit new doors and frame to fit existing opening

J NOTES

K

pipe run to be agreed with kitchen specialist

1815 from existing plaster

G/D42 G/D44

J

FF/D34

H

1247.5

2240

1810

5185

2127

1810

1227

1810

1227

M

1810

N

P

8090

30.510 1810

8090

1012.5

6965 31.380

30.460 31.250

30.890

31.120

30.910

Inkpen Downie Architecture & Design Ltd 2 Balkerne House

FIRST FLOOR

GROUND FLOOR

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

Drawing Status

FOR INFORMATION Project

Extension to St Peters Church BABY CHANGE AREAS

Harold Wood Client

St Peters Church Cad File

Mac 7 601

Scale

Drawn By / D a t e

1: 100

JI 090728

Checked By / Date

Title

BABY CHANGE AREAS. D r a w i n g N o.

R e v N o.

A/601/C/17 Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work.

GF 05 WC DISABLED

HAND DRYER

BABY CHANGE

DOC.M PLUS PACK With white grab rails and seat WC OUTLET CONNECTOR P trap outlet connector MATERIALS: Vitreous China . Grab rails in powder coated aluminium. See engineers drawings for the exact position of the manhole.

This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

NOTES

For height of the switches see drawing no: A/601/C/58

COLOURS: White MIRROR

WC GF05 lift opening size 2130 x 1405

280

5 0 0

Exposed cistern

MIRROR

MIRROR

1905

RWP boxing

69

93

100 mm of Vinol

4969

MALE WC rodding eye

TAPS: Lever taps- Lever action hole spray Mixer With 8mm inlets Finishes CP (crome plated)

1Cistern feeds 4 urinals Dim:280*455, 275 depth

RWPs

Male WC GF20

Rev Date

W C PAN: Option ho WC pan Option lever handle cistern P or S trap to contractors choice Material; Viteous china Colours; White WH

OT1148 OT2361

OUTLET GRATING 1 1/2" Material;Vitrous china Colour : White TRAPS FOR URINALS Bottle P Trap 11/2" Chrome. Trap and extension to wall with wall Eange 1/2 extension pipe to wall with Eange

Revision

Drawn By

2 Balkerne House

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

Drawing Status

CONSTRUCTION Project

GN7865WH

Extension to St Peters Church WF1240WH

Harold Wood Client

St Peters Church VC7007WH SR5307XX SS6074SS

Cad File

Scale

Drawn By / D a t e

Checked By / Date

Mac7 601

1:20

ST/Sep 08

Ji/

Title

WF9370XX

Plans & Elevations Toilets GF20 WF8461CP

& GF05 lift opening size 2130 x 1405

D r a w i n g N o.

WF8468CP 5 0 0

AUTOMATIC CISTERNS for urinals 14L (4/5Bowls) Dxing : cistern supported on hangers

ST ST ST

Inkpen Downie Architecture & Design Ltd

LEVER Cistern lever,Chrome CF3018CP URINALS Optima Short projection urinal Wall hangers : FLUSH PIPES: 4 Person

WC spec changed. taps elev changed. layout changed added RWPs to Male WC added hand dryers baby change

SF5247CP

WF9365CP

WC OUTLET CONNECTOR P trap outlet connector

Rev D Dec 2008 Rev C Sep 2008 Rev B Feb 2008 Rev A Jan 2008

SA 4111WH TI1961XX

WASTES: Lift up waste 1/4 slotted chrome plated Finishes: CP

SEAT AND COVER Seat and cover SS top Fix hinge HAND DRYER

G/D33

HALF HEIGHT

GF20

WASHBASIN: Sola 400 Washbasin 1centre tap hole Total instal bracket pack for 400 basin Material: Vitrious china Colour: white WH

4967

HALF HEIGHT

A/601/C/37

R e v N o.

D

CX8613WH Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work. This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

NOTES

2000

For height of the switches see drawing no: A/601/C/58

100mm vinol skirting

FEMALE WC

GF21

WASHBASIN: Sola 400 Washbasin 1centre tap hole Total install bracket pack for 400 basin Material: Vitrious china Colour: white WH TAPS: Lever tapsLever action hole spray Mixer With 8mm inlets Finishes CP (crome plated) WASTES: Lift up waste 1/4 slotted chrome plated Finishes: CP W C PAN: Option ho WC pan Option lever handle cistern P or S trap to contractors choice Material; Viteous china Colours; White WH

HAND DRYER

SEAT AND COVER Seat and cover SS top Fix hinge

Modestry screen by Bushboard to match pannel system. Bushboard to suply brackets for wall Dxing & post

Female WC GF21

Post

HAND DRYER

HAND DRYER

G/D34

SF5247CP

WF9365CP lift opening size 2130 x 1405

OT1148 OT2361

GN7865WH

WC OUTLET CONNECTOR P trap outlet connector

WF1240WH

LEVER Cistern lever,white

CF3018CP

OUTLET GRATING 1 1/2"

WF9370XX

AUTOMATIC CISTERNS 4,5 L (Single Bowls)-Plastic FIXINGS Plastic :cistern screwed to wall

CX9123XX

TRAPS Material: Brass Finish: crome CP Extension to wall with Eange

5 0 0

2000

WC 1 GF 22

SA 4111WH TI1961XX

WF8467CP WF8463CP

Rev D Dec 2008 Rev C Sep 2008 Rev B Feb 2008 Rev A Jan 2008 Rev Date

WC spec changed. Taps elevs changed layout changed added RWPs to Male WC added hand dryers baby change Revision

ST ST ST Drawn By

rodding eye 4967

Inkpen Downie Architecture & Design Ltd 2 Balkerne House

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

1Cistern feeds 4 urinals Dim:280*455, 275 depth

WC 1 DISABLED

GF22

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

Drawing Status

CONSTRUCTION

Supply & Fix & Plumb Doc Twyford Doc M Plus Pac

Project

Doc M Plus Pack White grab rails and seat OUTLET CONNECTOR Ptrap outlet connector

Extension to St Peters Church

WF1240WH

Harold Wood

Material:

Vittreous china

Client

Colours:

Rail and seat White

St Peters Church

2414

MIRROR

PK8174WH

Cad File

Scale

Drawn By / D a t e

Checked By / Date

Mac7 601

1:20

ST/Sep 08

Ji/

Title

Plans & Elevations Toilets GF21 & GF22 D r a w i n g N o.

A/601/C/38

lift opening size 2130 x 1405

5 0 0

R e v N o.

D

Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work. This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

4606

NOTES

For height of the switches see drawing no: A/601/C/58 Arrowhead

Tuff Stuff

69

190

150 75 80

155

93

moisture resistant MDF two lines of tiles

44x44s

93

skirting

WASTES: Lift up waste 1/4 slotted chrome plated Finishes: CP

SA 4111WH TI1961XX

680

418

WASHBASIN: Sola 400 Washbasin 1centre tap hole Total instal bracket pack for 400 basin Material: Vitrious china Colour: white WH TAPS: Lever taps- Lever action hole spray Mixer With 8mm inlets Finishes CP (crome plated)

Quiet Room Baby Change GF09

600

GF10

800

Children Toilets

309

branch pipe references based in on WC manifold system follow manifacturers recommendations with regard to Gtting and assembly

161

stop screed at this point

1400

required minimum height for the fall 190mm

600

2396

190

155

69

Detail 1:10

FFL

Rev D Dec 2008 accessible cubicle door opening changed & notes ST added & cubicle door elev changed Rev C Sep 2008 layout changed ST Rev B Feb 2008 omit sanifont add 4 no basins Rev A Jan 2008 added hand dryers baby change

SF5247CP

WF4330CP

Rev Date

Revision

Drawn By

Tiles :150 *150 BY JOHNSON WC PAN: School 300 btw Standard cistern & Gttings low level CP lever C/W clip G/D15

G/D16

BABY CHANGE

Children Toilets GF10

G/D19

G/D18

G/D17

900

SEAT AND COVER Open ring germshield seat (bottom Gx stainless steel hinges) red

ST1304RD

WC OUTLET CONNECTOR: P trap outlet connector

WF1240WH

2 Balkerne House

APLICATION :

Comercial ,Education.

MATERIAL;

Viteous china

COLOUR;

White WH

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

Drawing Status

Project

Extension to St Peters Church Harold Wood Client

WC OUTLET CONNECTOR P trap outlet connector

WF1240WH

St Peters Church

LEVER Cistern lever

CF3018CP

Cad File

Scale

Drawn By / D a t e

Checked By / Date

Mac7 601

1:20

ST/Sep 08

Ji/

Crome

Title

Supply & Fix & Plumb Doc Twyford Doc M Plus Pac Doc M Plus Pack White grab rails and seat OUTLET CONNECTOR Ptrap outlet connector

access cap

5 0 0

CONSTRUCTION

Accessible cubicle

500

Inkpen Downie Architecture & Design Ltd

lift opening size 2130 x 1405

FIXINGS: WC screwed to the Hoor. Cistern screwed to the wall.

boxing carries on with the same detail Avalon

WC1512 CC2648WH or CC2848WH (contractors choice)

Material:

Plans & Elevations Toilets GF10

PK8174WH D r a w i n g N o.

WF1240WH

A/601/C/39

R e v N o.

D

Vittreous china Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.

Colours:

Rail and seat White


Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work. This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

MIRROR

NOTES

For height of the switches see drawing no: A/601/C/58

WC 1

WC

FF/D10

FF05

2245

BABY CHANGE

HAND DRYER

WASHBASIN: Sola 400 Washbasin 1centre tap hole Total instal bracket pack for 400 basin Material: Vitrious china Colour: white WH TAPS: Lever tapsLever action hole spray Mixer With 8mm inlets Finishes CP (crome plated)

WC 1 FF10

HAND DRYER

WASTES: Lift up waste 1/4 slotted chrome plated Finishes: CP W C PAN: Option ho WC pan Option lever handle cistern P or S trap to contractors choice Material; Viteous china Colours; White WH SEAT AND COVER Seat and cover SS top Fix hinge

WC FF05

FF10

Supply & Fix & Plumb Doc Twyford

1550

FF/D09

DISABLED

SA 4111WH TI1961XX

Doc M Plus Pack White grab rails and seat

PK8174WH

OUTLET CONNECTOR Ptrap outlet connector

WF1240WH

Material: Vittreous china Colours: Rail and seat White SF5247CP

Cleaners FF11

WC

FF07

WF9365CP WASHBASIN: Sola 400 Washbasin OT1148 OT2361

GN7865WH

WC OUTLET CONNECTOR P trap outlet connector

WF1240WH

LEVER Cistern lever,white

CF3018CP

OUTLET GRATING 1 1/2"

WF9370XX

AUTOMATIC CISTERNS 4,5 L (Single Bowls)-Plastic FIXINGS Plastic :cistern screwed to wall

CX9123XX

FF/D06

1centre tap hole Total instal bracket pack for 400 basin Material: Vitrious china Colour: white WH TAPS: Lever tapsLever action hole spray Mixer With 8mm inlets Finishes CP (crome plated)

WC FF07

WASTES: Lift up waste 1/4 slotted chrome plated Finishes: CP

HAND DRYER

W C PAN: Option ho WC pan Option lever handle cistern P or S trap to contractors choice Material; Viteous china Colours; White WH

SA 4111WH TI1961XX

SF5247CP

WF9365CP

Rev C Dec 2008 WC spec changed. Taps elevs changed. Rev B Sep 2008 layout changed Rev A Jan 2008 added hand dryers baby change Rev Date

Revision

WC OUTLET CONNECTOR P trap outlet connector

Drawn By

OT1148 OT2361

Inkpen Downie Architecture & Design Ltd 2 Balkerne House

SEAT AND COVER Seat and cover SS top Fix hinge

ST ST

GN7865WH

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

Drawing Status

CONSTRUCTION WF1240WH

Project

Extension to St Peters Church

LEVER Cistern lever,white

CF3018CP

OUTLET GRATING 1 1/2"

WF9370XX

AUTOMATIC CISTERNS 4,5 L (Single Bowls)-Plastic FIXINGS Plastic :cistern screwed to wall

CX9123XX

Harold Wood Client

St Peters Church Cad File

Scale

Drawn By / D a t e

Checked By / Date

Mac7 601

1:20

ST/Sep 08

Ji/

Title

Plans & Elevations Toilets FF05 & FF10 D r a w i n g N o.

A/601/C/40

R e v N o.

C

Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work. This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

NOTES

R 158 51

Carpet

Run carpet through gap between glass panels

50

Equal

Handrail 25mm ply cut to radius

Plan @ 1:2 Gradus Trim

Plasterers stop bead

Rev Date

Revision

Drawn By

Plan @ 1:20 Inkpen Downie Architecture & Design Ltd 2 Balkerne House

Handrail required Timber blocking @ 400 mm centres

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

Drawing Status

FOR INFORMATION Project

Extension to St Peters Church Harold Wood Client

St Peters Church Cad File

Mac 7 601

Section @ 1:1

Scale

Drawn By / D a t e

Checked By / Date

1:20, 5, 2 & 1ST/22.10.07

Title

Stair2 Comments on Drgs

Render

Section @ 1:10

D r a w i n g N o.

R e v N o.

A/601/C/41 Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


suspended floor

Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work.

ceiling suspension system with pb ceiling braced steel box framing 25 x 50mm welded construction. Continuous rails with bracing @ min 600mm centre to support glazing sections

braced steel box framing 25 x 50mm welded construction. Continuous rails with bracing @ min 600mm centre to support glazing sections

This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

Centre of chs steel

34.605 Top of plate 34.460

NOTES

150

3 Cladding to column 1 Aluminium entrance doors allow sufficient transom over head to take closer mechanism and support fire escape signs.

2

door to buggy park

Manifestation allow for 3 levels

2210

2392 to be checked on site

Entrance lobby

Threshold integral to door system screwed & plugged to precast threshold by main contractor.

50 x 130 precast threshold laid on mortar bed Entrance matting in rectangular ali framed matwell Screed

50 x 330 precast stepped threshold laid on mortar bed

top of structural slab 31.900

32.010

Matwell frame

Insulation 5 D R A I N A G E

6

7

D R A I N A G E

4 Entrance matting in rectangular ali framed matwell

1 brick course laid on structural floor to two side of lobby to support continuous timber to support variously ali threshold to door and lobby glazing.

Screed Insulation DPM

SECTION ON AA ENTRANCE LOBBY

1 brick course laid on structural floor to two side of lobby to support continuous timber to support variously ali threshold to door and lobby glazing.

SECTION ON BB ENTRANCE LOBBY

8

10

9

1010 clear opening

2147.5

11

Entrance GF01

8

G/DO2

10

9

11 DETAILS in plan braced steel box section to support door frame mullion and ali glazing sections

G/DO1 Rev Date

G/DO4

Drawn By

1 Inkpen Downie Architecture & Design Ltd

2 PLAN ENTRANCE LOBBY

Revision

3

150

SO 2082x1075 DL 2040x1000

2 Balkerne House

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

Drawing Status pre cast threshold

pre cast threshold

6

5

7

FOR INFORMATION Project

DRAINAGE

DRAINAGE

Extension to St Peters Church Harold Wood

4

Client

St Peters Church Cad File

Mac 3 - 601

Scale

Drawn By / D a t e

1: 20 & 1: 5 ST/July 08

Checked By / Date

JI

DETAILS in section Title

Entrance Lobby layout & Details D r a w i n g N o.

R e v N o.

A/601/C/42 Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


2

section through cill face at joint

4

G

Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work.

circular section steel column

120to face of web

2391

A

B

Aluminium collar

PLAN SECTION @ 1:10

s/s rainwater pipe Aluminium collar with joint created using welded location / overlapping flange

316

Ring bolts welded to roof

397

75

Bolted or welded connection depending on sequence of erection

91

50

80

554

1247

DPC DPC cut around column and taped to seal

1429 Aluminium cill welded construction formed to fit over coping with 150mm high collars formed to fit around columns. Columns taped to ensure no contact between aluminium and steel

the distance between the centre of the steel beam and grid line 4

230

Pre cast copings on wide DPC on brick wall 10mm joint. to be completed with 10 x 10mm mastic joint on compressible gasket.

371

776

442

Ancon Detan Tension system see also Structural Engineers drawing

105

38

441

250

150

10mm thick steel plates resin anchored to brick work and connected to 203x133x25UB plate to sit directly on top of UB in order to course

263

105

Top of steel 40.300

Aluminium collar isollation tape taken around and 38 down column and wrapped over DPC DPC cut around column and taped to seal

291

466

52 Folded Aluminium capping trim scribed around steel posts Steel posts to be taped to prevent electrolitic action

circular section steel column Steel weathering cone

80

Aluminium collar isollation tape taken around and down column and wrapped over

332

959

circular section steel column

147mm Circular hollow section

6

171

bolted connections

Steel weathering cone

355

7

38 x 38 100 x 50

section through cill face at joint

circular section steel column

Mild steel frame. welded construction ss fixing cleats welded to ss roof and bolted to ms frame.

Centre of chs steel 40.230

Preformed gutter closed at both ends. One end to over shoot with spigot for fixing to down pipe. Downpipe and fixing brackets to be supplied as part of roof assembly.

20°

316

Milled stainless prefabricated roof assembly to H75 Whole assembly including steel frame and legs and soffite to be pre-fabricated craned into position and bolted to steel posts.

NOTES 89

with joint created using welded location / overlapping flange 2465

This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or f o r a n y o t h e r p u r p o s e.

Milled stainless prefabricated roof assembly to H75 Whole assembly including steel frame and legs, insulation and soffite to be pre-fabricated craned into position and bolted to steel posts. Milled plate on 38 x 38 SHS on 60 x 100 Channels Section bolted to CHS legs. With collars to weather over precast units. All steel work to tower to be galvanised.

120

130 130

777.5

1022.5

circular hollow steel section structure to tower with diagonal bracing as shown. See also Engineers drawings.

900

2700

PLAN AT FIRST FLOOR LEVEL

from face of the brickwork centre of the cavity

2774

VERTICAL SECTION @ 1:10 from face of the brickwork

170

440

B

stepped Cavity tray to tie in with roof flashing Face brick work to F10-110

calculated of the brick coursing

from face of the brickwork

337.5

210

Centre of chs steel 37.455

2147.5

110 110

1022.5

centre of the cavity

Entrance lobby GF01

A

A 03.01.08

Added dimensions, notes & levels Added dimensions Added dimensions & notes Amended design re copings, sill to copings and brick arch to south elevation Amended design/drawing re cost reductions Additional beams on Section BB Size & position of structural beams changed & glass stone cill detail changed Position of window changed

Rev Date

Revision

H G F E

03.10.08 30.09.08 11.09.08 20.08.08

D 30.07.08 C 06.02.08 B 17.01.08

SO 2082x1075 DL 2040x1000 665

2851

8400

A

36 R9

1100 clear opening

250

precise postion of the box section in relation to CHS, RHS & UC to be determined by the fabricator

37.385

Bottom of angle 37.300

150

R1 283

Brick on block stepped down in line with roof

Special pair lintels to support 225 brick work 1 & 1/2 brick arch Provide 50mm deep level flange to back of lintel to support infill piece.

G/DO2

G/DO4

ST JI ST JI ST ST ST ST Drawn By

GROUND FLOOR PLAN centre of the cavity from face of the brickwork

calculated of the brick coursing

5625

for stone details see drawing no: A/601/C/82 & 83

B 777.5

fire protective paint

1022.5

2465

900

255

255

2700

210

Centre of chs steel 34.605

Inkpen Downie Architecture & Design Ltd 2 Balkerne House

150

Tel

Balkerne Passage

01206 577 244

Colchester Fax

arch@inkpendownie.co.uk

CO1 1PA

01206 563 377

www.inkpendownie.co.uk

Drawing Status

Mild steel frame. welded construction With angle channel and box section forming transom to support door frame.

FOR INFORMATION

10

precise postion of the box section in relation to CHS, RHS & UC to be determined by the fabricator

955

Bottom of angle 34.450 150

250

110 110

Project

955

Extension to St Peters Church 3342

Plans Sections & Elevations Client

10

955

St Peters Church

10

10 2210

955

955 Cad File Mac 7 601

Ă&#x2DC; 224

Scale 1:20

Drawn By / D a t e ST Jul 08

Checked By / Date ID 00/00/00

933

2392 to be checked on site

Entrance lobby

Title

255

Entrance Tower Plans Sections & Elevations 469

32.010

D r a w i n g N o.

800

65

800

of web

A/601/C/43 3229

20

SECTION ON AA

32.010 255

top of structural slab 31.900

800

800

SECTION ON BB

R e v N o.

J

Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


D o not sca le di mens ions off dra wings. Use w rit ten or ca lcu lated d imensions. The cont rac tor i s responsible for checking a ll dimensions be fo re ordering or start ing work .

Th is dra wing has been p roduced for the cl ient for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the c lient and wil l have a co m men su rate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g i s no t in tended fo r use by any o ther pe rson or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. I nkpen Down ie Arch itecture &Des ign accept no liabi lity whatsoever i f th is d raw ing is used by any other person o r fo r a n y o t h e r p u r p o s e.

NOTES

prior to manufacture

2240

315mm Check on site

detail A

Lift manufacturers standard threshold detail

74

1328

A

2mm thick stainless steel sheet formed into L section to conceal and protect edge of floor where exposed in lift shaft. Fixed to timber block.

detail B

152

337mm Check on site

1630

2988

2116

1660

B

prior to manufacture

1600

74

C

Lift manufacturers standard threshold detail 2mm thick stainless steel sheet to conceal and protect edge of floor where exposed in lift shaft. Fixed to timber block.

detail C 200mm Check on site

Section Scale 1:50

prior to manufacture

50

1327

Plasterboard on timber structure 194mm Check on site prior to manufacture Rev Date

Lino floor finish to spec. M50/153

Drawn By

Inkpen Downie Architecture & Design Ltd 2 Balkerne House

50mm pit Lift manufacturers standard threshold detail

Revision

detail D

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

Draw ing S ta tus

FOR INFORMATION

Carpet floor finish to spec. M50/171

Project

Extension to St Peters Church 50

D

Ceiling supported on hanger to

Client

St Peters Church Cad File

Mac 7 601

Scale

Drawn By / D a t e

Checked By / Date

1:50/1:10

ST/Mar 09

JI/Mar 09

Tit le

Lift Door Threshold Detail D r a w i n g N o.

R e v N o.

A/601/C/44 Co p yri ght re se r ve d b y In kp en D ow ni e A r chit ect ur e & De si gn. Thi s dr awi ng s hal l not be re pr odu c ed o r u s ed w itho ut p ri or pe r mi s sio n of th e p art ne rs hi p.


Scibe to wall (site dim) Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work.

44 19

9

This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or f o r a n y o t h e r p u r p o s e.

Approx 2470 (site Dim,)

NOTES 250

776

776

250 74

1

6

4

7

10

44

8

6

10

10

Slatboard

11

12

Make up piece. mdf to match slat board in thickness & colour. 975

Spur shelving wall upright and brackets to support shelves Lining, fascias, plinths, soffittes, and shelves in veneered block board lipped in matching H/W as shown in details.

5

13

8

4

2

3

3

7

5

32

Bookshop GF 31

14 Details in plan section

Scale 1:5

20

2

Plan

24 9

1

44

15

9

94

approx 1600 (site dim)

Book shop units to N10-110

10 11

Slatboard

20

12

Details in vertical section

Scale 1:5

13

Make up piece. mdf to match slat board in thickness & colour. Spur shelving wall upright and brackets to support shelves Lining, fascias, plinths, soffittes, and shelves in veneered block board lipped in matching H/W as shown in details.

14

magazine shelf

15

Elevation

Section

D C B AA

13.03.09 hatch location change on elevation for GF11 15.01.09 window added to the elevation for GF11 15.12.08 reference numbers changed for the kitchen units. 07.10.08 joinery omitted 18.01.08 Flowers Retainroom existing opening into bookshop

Rev Date

Revision

ST ST ST STJI Drawn By

Inkpen Downie Architecture & Design Ltd 2 Balkerne House Tel

Balkerne Passage

01206 577 244

Colchester Fax

arch@inkpendownie.co.uk

CO1 1PA

01206 563 377

www.inkpendownie.co.uk

Drawing Status

FOR INFORMATION Project

Extension to St Peters Church Plans Elevations Sections & Details. Client

St Peters Church Cad File

Scale

mac 3 / 601

1:20 & 1:5

Drawn By / D a t e JI 08/01/08

Checked By / Date ID 00/00/00

Title

Book Shop Plans Elevations Sections & Details. D r a w i n g N o.

A/601/C/ 45

R e v N o.

A

Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work. This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or f o r a n y o t h e r p u r p o s e.

NOTES

narrow floor unit F35D 300mm wide x 500mm deep x 882mm high 43048601

SO 2082x1000x130 Make up piece to below WT

G/D20

narrow floor unit F36D 300mm wide x 600mm deep x 882mm high 43048710

Fridge by Client

single floor unit F56D 500mm wide x 600mm deep x 882mm high 43049108

wall cupboard

Kitchen GF 11

wide single floor unit F66D 600mm wide x 600mm deep x 882mm high 43049304

base unit

base unit Kitchen Work Top 600mm deep

Double tall wall unit W67 600mm wide x 720mm high x 43052005

750

Double tall wall unit W87 800mm wide x 720mm high x 300mm deep 43052103

900

single 4 drawer unit FD56 500mm wide x 600mm deep x 882mm high 43050207

1650

sink unit right handed S106DR 1000mm wide x 600mm deep x 882mm high 43051400

base unit wall unit Dishwasher by client

Double tall wall unit W107 1000mm wide x 720mm high x 300mm deep 43051509

Tiling to M40/110

NUMBER REQUIRED

DESCRIPTION

KITCHEN UNITS

1

1

2

1

2

2

2

Worktop to N11/340

Kicthen units to N11 310 & 311

make up piece to below WT

sink and drainer

Double tall wall unit W87 800mm wide x 720mm high x 300mm deep 43052103

FRIDGE by client

wide single floor unit F66D 600mm wide x 600mm deep x 882mm high 43049304

single 4 drawer unit FD56 500mm wide x 600mm deep x 882mm high 43050207

narrow floor unit F36D 300mm wide x 600mm deep x 882mm high 43048710

sink unit right handed S106DR 1000mm wide x 600mm deep x 882mm high 43051400

DISH WASHER by client

Double tall wall unit W67 600mm wide x 720mm high x 300mm deep 43052005

narrow floor unit F35D 300mm wide x 500mm deep x 882mm high 43048601

base unit

Wall end panel EP720 295mm wide x 720mm high x 16389603

make up piece

Floor end panel EP882 585mm wide x 882mm high x 16389810

Plinth 16389200

Scribing/make up pieces

1

1

4

1 As required including returns

As required to match doors.

D C B A

13.03.09 15.01.09 15.12.08 07.10.08

Rev Date

hatch location change on elevation for GF11 window added to the elevation for GF11 reference numbers changed for the kitchen units. Flowers room joinery omitted Revision

ST ST ST ST Drawn By

Inkpen Downie Architecture & Design Ltd 2 Balkerne House Tel

Balkerne Passage

01206 577 244

Colchester Fax

arch@inkpendownie.co.uk

ceiling to K10/ 226

CO1 1PA

01206 563 377

www.inkpendownie.co.uk

Drawing Status

Shelving to N11/351

FF/D15 SO 2082x1726

Kitchen FF 26

DL 2040x826

Kitchen FF 16

Tiling to M40/110

Project

Extension to St Peters Church Kicthen units to N11 310 & 311 Double tall wall unit W107 1000mm wide x 720mm high x 300mm deep 43051509

Sink to N11/350 Worktop and support apron to N11/340

FOR INFORMATION

Double tall wall unit W107 1000mm wide x 720mm high x 300mm deep 43051509

Client

St Peters Church

Tiling to M40/110

Cad File

Scale

mac 3 / 601

1:20 & 1:5

Drawn By / D a t e JI 08/01/08

Checked By / Date ID 00/00/00

Title

Worktop to N11/340

Kitchen & Flowers

vinyl coved skirting to M50/771

single floor unit F56D 500mm wide x 600mm deep x 882mm high 43049108

Vertical Section

Plans Elevations Sections & Details.

sink unit right handed S106DR 1000mm wide x 600mm deep x 882mm high 43051400

single 4 drawer unit FD56 500mm wide x 600mm deep x 882mm high 43050207

FRIDGE by client

single floor unit F56D 500mm wide x 600mm deep x 882mm high 43049108

Plans Elevations Sections & Details. D r a w i n g N o.

A/601/C/46

R e v N o.

D

Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work. This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or f o r a n y o t h e r p u r p o s e.

A

NOTES

B D

G/W27

Section on AA

G/W29

C

G/W28

Section on BB Elevation

opening into bookshop

Acoustic Panel

Fire Resisting Screen

Fire Resisting Screen

Acoustic Panel

Acoustic Panel

Plan

Acoustic Panel

Acoustic Panel

FR Glazing to L10/551

SCALE

1:20 B 20

L10/552 15mm thick mdf faced in veneer and lipped all round in H/W and hung on continuous hook battens. Support batten fixed to metal frame. Panel to be routed with 12mm wide vertical slots 20mm apart. Inside of slots and all internal components including metal and timber frames to be painted matt black.

64

6

50mm thick accoustic insulation mounted between steel frame members and faced in black hessian or similar fabric.

144

44

.

20

77

A D

D C B A

C

SCALE

1:20

13.03.09 15.01.09 15.12.08 07.10.08

Rev Date

hatch location change on elevation for GF11 window added to the elevation for GF11 reference numbers changed for the kitchen units. Flowers room joinery omitted Revision

ST ST ST ST Drawn By

Inkpen Downie Architecture & Design Ltd 2 Balkerne House Tel

Balkerne Passage

01206 577 244

Colchester Fax

arch@inkpendownie.co.uk

CO1 1PA

01206 563 377

www.inkpendownie.co.uk

Drawing Status

FOR INFORMATION Project

Extension to St Peters Church Plans Elevations Sections & Details. Client

St Peters Church Cad File

Scale

mac 3 / 601

1:20 & 1:5

Drawn By / D a t e JI 08/01/08

Checked By / Date ID 00/00/00

Title

Acoustic Screens & Fire Resisting Windows Plans Elevations Sections & Details. D r a w i n g N o.

R e v N o.

A/601/C/47 Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


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x1000 x926

280

280

280

280

Safe Store GF04

up

Staircase GF07

1924

S2

240

30.550(Top of structural slab)

SO 2082x1000x130

Staircase GF06

280

280

280

280

280

280

280

Detail 8

Detail 8

S3

280

280

280

280

280

203

140

1402

Balustrade and glazing to landing

203

0

Glass panel height 1100mm from FFL

Handrail in H/W supported on 94 x 150 x 6 mm metal plate welded to 50 x 50mm main supporting frame.

Aluminum Handrail by Neaco

F

Continuous MDF drop in pieces to conceal steel frame. Well/hub side scribed around steel frame and recessed & chamfered over trim to perforated plaster board.

G

H

Handrail height 1000mm from FFL

G/D10

Balustrade and glazing to landing

140

BALUSTRADE PLAN

35

SO 2082x1000 DL 2040x926

.7

2

steel beam

100

ax

280

S3 WC FF05

steel beam

Fire Exit m

280

Metal frame to be fixed to the steel beam

S1

block wall below

FIRST FLOOR PLAN

280

Staircase FF08

Place of refuge Refuge

Detail 7

SO 2082x1000 DL 2040x926

WC FF07

Place Staircase of FF06 refuge Refuge

280

min.50

WC GF05

Details 1 & 2

33.625 (Top of structural slab)

34.975(Top of structural slab)

SO 2082x1000x140

Meeting Room GFO8

Children Toilets GF10

WC 1 FF10

33.687 (Top of screed)

S1

G/D12

S2

Details 3 & 4

35.015(Top of screed)

FF/D05

SO 2082x1000x130

NOTES

1702

280

1810

G/DO8

280

Details 1 & 2

280

S1

280

Cut off Milbank nib on the floor

Quiet Room Baby Change GF09

1165

SO 2082x1000x130

G/D12A 280

280

1923

32.027(Top of screed)

50mm aluminium handrail handrail height 1000mm 280

280

up

30.700(Top of screed)

31.900(Top of structural slab)

280

Balustrades as spec clause L30/560

1702

Details 1 & 2

Details 3 & 4

280

Cleaners FF11

50

S2

635

1165

280

This draw i n 2082x10 g has been produced for the client for the SO p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

240

280

Details 5 & 6

2021

280

1165

789

33.625(Top of structural slab)

FF/D08

FF/D04

Details 5 & 6

Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for c h e c k i n gFF/D10 all dimensions before ordering or starting work.

33.687(Top of screed)

SO 2082x1000 DL 2040x926

SO 2082x1000 DL 2040x926

G/D11

G/DO9

Corridor FF09

lift opening size 2130 x 1405

34.975(Top of structural slab)

SO 2082x1000x140

SO 2082x1000 DL 2040x926

SO 2082x1000 DL 2040x926

35.015(Top of screed)

50

FF/D03

ramp gradient 1:39

30.550(Top of structural slab)

lift opening size 2130 x 1405

31.900(Top of structural slab)

G/DO7

Corridor FF04

30.705(Top of screed)

32.027(Top of screed)

Glass Panel

Trim to be Renderplas EB 12 reversed

J

Renderplas EB0

GROUND FLOOR PLAN

Extend timber block to fix the handrail

F E

01.05.09 04.02.09

New balustrade details added added new balustrade

D

30.06.08

Door openings and room type onto staircase changed

C

20.06.08

Door openings and room type onto staircase changed

B A

11.06.08 12.12.07

Staircase location changed. Levels changed. Detail locations noted

Rev Date

44 x 44 PAR S/W Frame. All connections jointed and fixed to metal frame.

Revision

2 Balkerne House

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

2 layers 12.5 mm PB fixed to timber frame wiith all edges trimed with plasterers edge bead. Dry lined.

ST ST Drawn By

Inkpen Downie Architecture & Design Ltd

SCALE 1:2

1 layer 12.5 mm acoustic PB fixed to timber frame with all edges trimed with plasterers edge bead. Dry Lined.

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

Drawing Status

40 35

FOR INFORMATION Project

Profile to Spec clause M50/153

Extension to St Peters Church

68

Screed If another junction needed use detail number 4

Continuous MDF piece to conceal steel frame.

min.75

min.125

Harold Wood

Timber battens

Continuous HW cill scribed around steel frame and fixed to continuous S/W plates. S/W Plates fixed through fire protection to Structural Steel.

Mac 7 601

Screed S/W made up as an open sided box and fixed to the frame

40

Drawn By / D a t e

Checked By / Date

1:20/1:5/1:2 ST/22.10.07

Title

Flange Side Fixing by Neaco

Structural Steel 2 layers of PB to form cornice. Supported on ceiling suspension system

Scale

min.50

Handrail height 1000mm from FFL

Concrete Plank

Client

St Peters Church Cad File

min.200

SCALE 1:5

min.100

Detail 8 BALUSTRADE DETAIL

Detail 4 BALUSTRADE DETAIL (in section)

ST

Detail 7 BALUSTRADE DETAIL (in section) SCALE 1:2

Stair Plans & Details D r a w i n g N o.

A/601/C/50

R e v N o.

F

Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work. This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability what soever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

NOTES

2082

skirting as spec clause P20/110

Stair landing FF06

SW skirting scribed to stair profile and painted.

Detail 5&6

Stair landing FF06

Balustrades as spec clause L30/560

Flooring as spec clause M50/153

trim skirting to both sides of step

1000

1200

2082

Balustrades as spec clause L30/560

line up with step trim

Detail 1&2 1000 280

25

166 166 166

166 166 166

1100 DPM to spec. J40/120

Balustrades as spec clause L30/560

Top of screed 32.027

DPC

ax

.7

Screed to spec. M10/115

0

SECTION ON S2

Top of screed 30.705 79

80 75

Top of screed 30.700

Top of structural slab 30.550

Aluminum Handrail by Neaco

DPM to spec. J40/120

DPC

DPM to spec. J40/120

E D C B A

05.05.09 11.06.08 06.02.08 17.01.08 12.12.07

Rev Date

DPC

New balustrade detail Location of lift shaft & levels changed Tanking detail changed Notes & tanking detail added Additional detail and information

ST ST ST ST ST

Revision

Drawn By

0

35

m

25

15mm insulation to depth of screed to spec. M10/460

70

shingle min.50

Stair landing GFO7

Top of screed 30.705 80

Top of screed 30.700 Top of structural slab 30.550

280

shingle

DPM to spec. J40/1

DPC

75

DETAIL D1

Screed to spec. M10/115

79

DPM to spec. J40/120

280

DPC

Drainage/Venting Membrane to spec. J40/295

15mm insulation to depth of screed to spec. M10/460

70

166 166 166

Drainage/Venting Membrane to spec. J40/295

Restrain insulation using cavity ties to spec. F30/210

166 166 166

DPC

Restrain insulation using cavity ties to spec. F30/210

SECTION ON S1

280

25

Meeting Room GFO8

280

0

280

15

280

Flooring as spec clause M50/153

77

Top of structural slab 31.900 50

77

DPC

280

2776

reed 2.055

2776

Top of screed 32.027 Top of structural slab 31.900

28

DPM to spec. J40/120

50

150 7580 225

Stair landing GF06

on to d to 0

plaster as spec clause M20/210

DPC

280

Detail 5&6

1080

DPM to spec. J40/120

Top of screed 32.055

Details 3 & 4

Stair landing GF06

40

62

40

skirting as spec clause P20/110 280

15mm insulation to depth of screed to spec. M10/460

Top of screed Top of structural slab 33.665 33.625

150

280

Top of screed Top of 33.665 33.625

2798

280

Top of screed (only for landing) 33.687

plaster as spec clause M20/210

150

2798

280

150

Balustrades as spec clause L30/560

25

Top of screed (only for landing & partially corridor) 33.687 62

35

Flooring as spec clause M50/153

Stair landing FF08

150

945

15

0

Details 3 & 4

22

280

2082

0

280

166 166 166

Detail 1&2

150

Stair landing FF08

Top of structural slab 34.975

2082

150

1000

40

eed 015

40

Detail 8

Top of structural slab 34.975

150

40

Top of screed 35.015

50 mm Stanchion by Neaco Aluminum Handrail by Neaco

Glass Panel

Inkpen Downie Architecture & Design Ltd 2 Balkerne House

Plaster

35

40

35

Detail 2 BALUSTRADE DETAIL (in plan)

Detail 5 HANDRAIL DETAIL (in plan)

1000

Glass Panel

SCALE 1:2

Inline Infill Clip by Neaco

Stair landing FF08

min.50

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

Drawing Status

Project

SCALE 1:2

160

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

FOR INFORMATION

Balustrades as spec clause L30/560

SCALE 1:2

50

1200

min.50

Detail 1 BALUSTRADE DETAIL (in section)

Extension to St Peters Church

Detail 7

Harold Wood Client

50

40

Detail 6 HANDRAIL DETAIL (in section) SCALE 1:2

Mac 7 601 35

SCALE 1:2

SECTION ON S3

Drawn By / D a t e

1:20 / 1:5

ST/22.10.07

Checked By / Date

Detail 6 280

280

Stair1 Sections & Details

280 D r a w i n g N o.

R e v N o.

6

Detail 3 BALUSTRADE DETAIL (in plan)

Scale

Title

min.200

screed 33.665

Cad File

150

Flange Side Fixing by Neaco

Top of screed (only for landing & partially corridor) 33.687 62

Handrail height 1000mm from FFL

min.100

min.200

1000

St Peters Church

A/601/C/51

E

Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work. This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

Stair 2 / GF S3

S3

NOTES

Detail 7

Toughened glass infill panels

Detail 11

Detail 10 Carpet

S5

900

Balustrade to spec. L30/561

DPM to spec. J40/120

Detail 9 Top of screed 32.027 Top of structural slab 31.900

Detail 8

LIFT

900

Detail 10

DPC

DPC

Detail 12 Drainage/Venting Membrane to spec. J40/295

30.705 30.550

Drainage/Venting Membrane to spec. J40/295

Screed to spec. M10/115

DPM to spec. J40/120 shingle

Top of screed 30.705

Top of structural slab 30.550

Perforated sub-soil drain

Perforated sub-soil drain

32.027(Top of screed)

DPM to spec. J40/120

shingle

31.900(Top of structural slab)

SECTION ON S3 S4

SECTION ON S4

SECTION ON S5

Shaped polystyrene lost former

S4 Handrail to spec. L30/561

Carpet floor finish to spec. ..............

31

SCALE 1:5 280 31

S5

Detail 9 TREAD DETAIL (in section)

166

Top of structural slab 31.900

Lift 1600 x 1475 enclosure Platform 1480 x 1100 to Spec Clause X10 (100)

135

PLAN

Top of screed 32.027

75

52 15

DPM to spec. J40/120

Detail 7 BALUSTRADE DETAIL (in section)

166

Reinforcement to structural engineers detail

Plaster board

335

DPC

135

15

0

150

Varnished hard wood cill

Detail 11 PARAPET DETAIL (in section) SCALE 1:5

Detail 13

SCALE 1:5 Shaped polystyrene lost former

32

Detail 13 PARAPET DETAIL (in plan)

14.07.08 06.02.08 28.01.08

Rev Date

Levels & floor finishes changed. Parapet detail change ST Tanking detail & notes changed ST Floor finish & screed etc. thickness change ST Revision

Drawn By

Plaster Timber battens to 400 centres cut to shape screw to block work

Toughened glass infill panels to spec. L30/561

130

Balustrade to spec. L30/561

140

C B A

Detail 10 BALUSTRADE DETAIL (in section)

Detail 14

Plaster

Inkpen Downie Architecture & Design Ltd 2 Balkerne House

SCALE 1:5

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

Plaster board

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

Drawing Status

FOR INFORMATION

SCALE 1:5

DPM to spec. J40/120

Form stainless steel channel to clip over mild steel angle

SCALE 1:5

Project

100

Detail 12 TREAD DETAIL (in section)

Carpet floor finish to spec. ..............

Extension to St Peters Church

Skirting

Harold Wood Client

St Peters Church concrete curb

63

Cad File

Mac 7 601

Scale

Drawn By / D a t e

1:20 1: 20& 1:5

ST/22.10.07

Checked By / Date

13

plaster

166

Detail 8 BALUSTRADE DETAIL (in section)

Detail 14 PARAPET DETAIL (in plan)

SCALE 1:5 DPC

SCALE 1:5 Stainless steel EML

Title

Stair 2Plans Plan, Sections and Details D r a w i n g N o.

A/601/C/50 A/601/C/52

R e v N o.

C

Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


2 additional layers of PB to form cornice.

PB Dry Lined

Steel support frame of 50 x 50 steel box section bolted to structural steel beams and to fixing cleats on structural circular hollow steel columns.

44 x 44 PAR S/W Frame. All connections jointed and fixed to metal frame. 2 layers 12.5 mm PB fixed to timber frame wiith all edges trimed with plasterers edge bead. Dry Lined.

handrail in H/W supported on 130 x 150 x 6 mm metal plate welded to 50 x 50mm main supporting frame.

2116 A

This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or f o r a n y o t h e r p u r p o s e.

15mm thick mdf faced in veneer and lipped all round in H/W and hung on continuous hook battens. Support batten fixed to metal frame. Panel to be routed with 12mm wide vertical slots 20mm apart. Inside of slots and all internal components including metal and timber frames to be painted matt black.

NOTES

SECTION ON AA

A

11.15°

22.60°

11 24 1124

22.60°

5.33°

3585

PLAN OF BALUSTRADE @ 1 :20 Steel support frame of 50 x 50 steel box section bolted to structural steel beams and to fixing cleats on structural circular hollow steel columns.

3585

44 x 44 PAR S/W Frame. All connections jointed and fixed to metal frame. 1 layer 12.5 mm acoustic PB fixed to timber frame wiith all edges trimed with plasterers edge bead. Dry Lined.

handrail in H/W supported on 130 x 150 x 6 mm metal plate welded to 50 x 50mm main supporting frame.

6.13

44 x 44 PAR S/W Frame. All connections jointed and fixed to metal frame. 2 layers 12.5 mm PB fixed to timber frame wiith all edges trimed with plasterers edge bead. Dry Lined.

°

4 112 Steel support frame of 50 x 50 steel box section bolted to structural steel beams and to fixing cleats on structural circular hollow steel columns.

PB Dry Lined

ELEVATION OF BALUSTRADE @ 1 :20 Balustrade to L30-550

2 additional layers of PB to form cornice.

handrail in H/W supported on 94 x 150 x 6 mm metal plate welded to 50 x 50mm main supporting frame.

Glazed screen (for details see door schedule and door details)

2mm Thick Stainless steel sheet formed into u section to conceal and protect edge of floor where exposed in lift shaft. Fixed to timber block and through steel to concrete using CS head SS Screws. SS to be drilled and countersunk.

85 25

97

Renderplas EB12

374mm Check on site prior to Ma

Trim to be Renderplas EB 12 reversed

rebate to house edge trim

6

31

44

Rebated timber block bolted through fire protection to structural steel. Continuous MDF drop in pieces to conceal steel frame. Well/hub side scribed around steel frame and recessed & chamfered over trim to perforated plaster board.

RenderplasEB0

ceiling supported on hanger to

Renderplas EB0

74

C

44 x 44 PAR S/W Frame. All connections jointed and fixed to metal frame. 1 layer 12.5 mm acoustic PB fixed to timber frame wiith all edges trimed with plasterers edge bead. Dry Lined.

Steel support frame of 50 x 50 steel box section bolted to structural steel beams and to fixing cleats on structural circular hollow steel columns.

SECTION ON AA

Rev Date

Revision

Drawn By

Inkpen Downie Architecture & Design Ltd 2 Balkerne House Tel

2 layers 12.5 mm PB fixed to timber frame wiith all edges trimed with plasterers edge bead. Dry lined.

Balkerne Passage

01206 577 244

Colchester Fax

arch@inkpendownie.co.uk

CO1 1PA

01206 563 377

www.inkpendownie.co.uk

Drawing Status

FOR INFORMATION

Timber battens to curve made up from thiner sections bent screwed and glued to form curve.

Project

97

28

ELEVATION OF BALUSTRADE @ 1 :20

1110

5958.8

FULL SIZE DETAILS MDF to PLASTER BEADS

B

Extension to St Peters Church

Continuous MDF piece to conceal steel frame. Continuous HW cill scribed around steel frame and fixed to continuous S/W plates. S/W Plates fixed through fire protection to Structural Steel.

Balustrade Client

St Peters Church

H/W Skirting PB Dry Lined

Cad File Screeed

Mac 3 601

Scale 1:20 1:5

Drawn By / D a t e JI 12/12/07

Checked By / Date ID 00/00/00

Concrete Plank Title

Structural Steel

Plans Sections & Elevations 2 additional layers of PB to form cornice. Supported on ceiling suspension system

Balustrade D r a w i n g N o.

A/601/C/53

C

PLAN OF BALUSTRADE @ 1 :20

B

15mm thick mdf faced in veneer and lipped all round in H/W and hung on continuous hook battens. Support batten fixed to metal frame. Panel to be routed with 12mm wide vertical slots 20mm apart. Inside of slots and all internal components including metal and timber frames to be painted matt black.

Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work.

SECTION ON BB THROUGH BALUSTRADE

SECTION ON CC THROUGH PARTITION

R e v N o.

B

Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


Do no t s ca l e d i m ens i o ns o ff d r a w in gs . Us e w r i tt en o r c a lc u la te d d i me ns i o ns. T he c on t ra ct o r i s re sp o ns i b le f o r c he ck in g a l l d i m en s io ns b ef o r e o rd e r i ng o r st a rt i n g w o rk.

SO 2082x1075 DL 2040x1000

5.4

Buggy Park GF36

T h is d r a w in g h as be e n p ro d uc ed f o r t h e c l i e nt fo r t he p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e a g r ee d w i t h t h e c l i e n t a n d w i l l h a v e a c o mm e n s u ra t e d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g i s n ot i nt e n de d fo r us e by a ny o th e r p e rso n o r fo r a ny o th e r p u r p o s e t h a n t h a t s p e c i f i e d h e r e. I nk p en D o w n i e A r ch i te ct u re & D es i g n acc ep t no l i ab i l i ty wh a ts oe ve r i f t h is d r a w i ng is us ed b y any o t he r p e rs on o r fo r a n y o t h e r p u r p o s e.

R2

400

630

NOTES

1500

ramp gradient 1:15

215

3615.4

750

511

R3

900

R4 1500

2815

511

750

100 1500

1500

SECTION R2-R2 1:20

1 2

R1

1500

1500

2500

ramp gradient 1:15

R1

tactile paving

300 x 600 x 38mm paving slab

R2 block paving on sandscreed to manufacturers recommendations

brick on edge 100mm risers

500 300 150 150

600 x 600 x 38mm paving slab 300

sub base to struct engineers details 550 x 600 GEN 1 concrete with mesh reinforcement

PLAN 1:20

SECTION R4-R4 1:20

R3

concrete block paving 100mm x 200mm. thickness to manufacturers recommendation for pedestrian traffic.

A

090730

Rev Date

Amended in relation to changes made on site plan Revision

Drawn By

concrete tactile paving 400mm x 400mm sandscreed to paving manufacturers recommendations sub base to structural engineers details concrete block paving 100mm x 200mm. thickness to manufacturers recommendation for light vehicle traffic.

In kpen Downie Architecture & De sign Ltd

concrete tactile paving 400mm x 400mm

2 Balkerne House

concrete with mesh reinforcement to structural engineers spec.

Tel 01 206 577 2 44 arch@inkpendownie.co.uk

concrete conservation kerb steps 205 mm x 250mm

Balkerne Passage

Colchester

CO1 1PA

Fax 012 06 5 63 37 7 www.inkpendownie.co.uk

Dr awi ng Stat us

FOR INFORMATION P ro ject

Extension to St Peters Church 900

Harold Wood 900

Cli e nt

810

St Peters Church

300

31.875

approx. 425

31.660

approx. 600

810

100

32.010

Existing level (31.600)

Ca d F il e

Sca le

Drawn By / D a t e

Mac 7 601

1:20 & 1:2

ST/22.10.07

Titl e

Entrance Ramp & Steps Plan, Sections and Details D r a w i n g N o.

SECTION R3-R3 1:20

SECTION R1-R1 1:20

Checked By / Date

A/601/C/54

R e v N o.

E

C o p y r i g h t r e s er v e d b y I nk p e n D o w n i e Ar c h i t e c t u r e & D e s i g n . T h i s d r a w i n g s h a l l n o t b e r e p r o d uc e d or us e d w i t h o u t pr i o r p er m i ss i o n o f t h e p a r t n e rs h i p .


240 764

240

240

764

764

Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work.

764

187

This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

150

150

1

NOTES

Suggested pad stone arrangement S Engineer to confirm located within brick and precast.

1568

Brick Dim

980

FFL

G/DO1

SS fixing cleats 30x187x4mm at 242mm fixing centres centred around door opening and bolted through steel beam. Fixing face of cleat to be slotted to allow adjustment.

2761

2210

600 150

900

900

980

1568

150

2210

600

check this dimension on site in relation to brick coursing before locating steel top of steel to course.

G/DO2

Timber framed doors with 30min fire resisting glazing

equal

equal

32

16

70

1245

125 20

1245

144

2

51

50

123

65

60

7

25

60

144

20

3

187

PIVOT POINT CS43

WP07

SS fixing cleats 30x187x4mm at 242mm fixing centres centred around door opening and bolted through steel beam. Fixing face of cleat to be slotted to allow adjustment.

WP07

GK614

CS39

1

CS634

233

CS682

DOORS GD 02 57

168 Continuous 25 x 25 x 2mm ms angle or H/W batten fixed to steel at no less than 400mm centres.

20

137

50

65

65 PIVOT POINT

CS37

78

51

50

PIVOT POINT

CS37

78

CS43

CS43 CS776

CS776

CS776 CS16

WP07

WP07

WP07

CS776

CS16

WP07

44

WP07

WP07

WP07

CS776

CS776

A 081104 Amended elevation to accord with contractors dimensions taken from site

WP07 CS776

Rev Date

CS776

CS37

CS634

CS634

57

20

20

CS682

CS682

54.5

54.5

20

20

57

233

137

137

51

51

78 equ

DOORS GD 01

Inkpen Downie Architecture & Design Ltd

GK620

CS631

CS631 CS623

CS623

Folded aluminium sheet fixed to transoms and between mullions to support specialist closer to widest leaf.

GK604

GK23

Folded aluminium sheet fixed to transoms and between mullions to support specialist closer to widest leaf.

GK604

CS628

CS628

CS776

50 104.6

55

M6 RIVNUT

CS17

CS68

WPO3

3

CS682

3

CS68

M6 RIVNUT

CS17

CS776

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

Drawing Status

FOR INFORMATION Project

32

Extension to St Peters Church Harold Wood Client

20

20

55

CS682

1.6

51

50

back of transom glazing painted black

1.6

51

back of transom glazing painted black

104.6

70

16

CS682

125 20

GK620

Head <xing bracket constructed from mullion sleeve & aluminium =at plate. welded construction. aluminium =at plate bolted to Steel

CS630

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

78

CS682

nylon shims

15

15

nylon shims Head <xing bracket constructed from mullion sleeve & aluminium =at plate. welded construction. aluminium =at plate bolted to Steel

CS630

2 Balkerne House

ANCHOR ANCHOR BOLT BOLT TO TO STRUCTURAL STRUCTURAL ENGINEERS ENGINEERS SPECIFICATION. SPECIFICATION.

168

ANCHOR ANCHOR BOLT BOLT TO TO STRUCTURAL STRUCTURAL ENGINEERS ENGINEERS SPECIFICATION. SPECIFICATION.

WPO3

Drawn By

GK614

CS634

CS37

CS682

CS682

GK23

Revision

CS39

CS39 CS634

St Peters Church Cad File

Mac 3 - 601

Scale

Drawn By / D a t e

1: 20 & 1: 5 ST/July 08

Checked By / Date

JI

Title CS776

AXIM PIVOT

7.5

CS100

CS345

CS345

CS100

DRAINAGE

CS346

0

7

144

Entrance Doors D/D01 &02 layout & Details D r a w i n g N o.

R e v N o.

A/601/C/55

D

WP10

15

15

7.5

AXIM PIVOT

WP10

0

100

142.5

CS18

100

142.5

CS18

44

20

20

CS776

DRAINAGE

CS346

G/D03 TIMBER ENTRANCE DOOR

Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.

DOORS GD 01

DOORS GD 02


Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work. This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

See the locations on plan drawings & choose from various details on drawing A/601/C/61 19mm dia stainless steel pull handle

170

NOTES

8 61

230

230

170

170

230

230

See the locations on plan drawings & choose from various details on drawing no: A/601/C/61

170

5 61 670

670

200

200

capital and lower case with name in braille underneath text

54

616

1200

616

1200

door notice - fire door refrence

9 61 285

285

285

285

500

Room Name

5454

socket outlets 450

7 61

54

200

200

5454

616

light switches

1500

(shape indicative only)

1000

alarm 1200

350 min to corner of wall

6 61

door notice - room name 54

616

utility meters

1200

minimum zone of visibility

lever handle dia 19mm with returned end

670

670

vision panel

kick plate ffl

heights of switches GROUND FLOOR DOORS

typical door set - out for:

typical door set - out for:

G/D06, G/D07, G/D12, G/D12A, G/D13, G/D20, G/D26, G/D28, G/D30, G/D31, G/D45, G/D46, G/D48, G/D49, G/D52, G/D63

G/D42

typical door set - out for:

FF/D01, FF/D02, FF/D11, FF/D12, FF/D13, FF/D14, FF/D25, FF/D35

FIRST FLOOR DOORS

typical door set - out for:

typical door set - out for:

G/D05, G/D09, G/D11

G/D23, G/D24, G/D25, G/D54, G/D59, G/D60, G/D61, G/D62

G/D07A, G/D08, G/D40, G/D41, G/D55, G/D64

FF/D04, FF/D08

FF/D15, FF/D16, FF/D17, FF/D27, FF/D28, FF/D30, FF/D31

FF/D03, FF/D06, FF/D09, FF/D10, FF/D19, FF/D22, FF/D23, FF/D29

glazing

plan 1 scale 1:10 ventilation grill

230

170

170

650

plan 2 scale 1:10

18 61

22 61

230

ventilation grills

285

ventilation grill kick plate

54

24 61 54

1332 for FF/D22

manifestation on glazing at two levels

weather bar

typical door set - out for:

G/D14, G/D15, G/D32, G/D34

G/D27, G/D28A, G/D29,

12.12.08 standard vision panel & ventilation grill sizes are changed 09.12.08 elevation change for DG50 & 51. additional details for glazing & ventilation grills

Rev Date

Revision

ST ST Drawn By

54

1600

threshold

2 102.5

19 61

threshold

min.150

1400 1000

1

roof cover weather bar

23 61

102.5

Inkpen Downie Architecture & Design Ltd 2 Balkerne House

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

Drawing Status

926

typical door set - out for:

A

threshold

850

616

1200

glazing

maximum possible site dimension

670 200

5454

20 61

650

1200

750

54

minimum zone of visibility

weather bar

1932 for FF/D23

B 170 100

FOR INFORMATION typical door set - out for: G/D50, G/D51

door set - out for: G/D26A, G/D27A

door set - out for:

door set - out for:

G/D10

------

Project

Extension to St Peters Church Harold Wood

GROUND FLOOR DOORS

Client

St Peters Church Cad File

FIRST FLOOR DOORS

------

FF/D18, FF/D24

------

------

------

FF/D22, FF/D23

Mac 7 - 601

Scale

Drawn By / D a t e

Checked By / Date

1: 20/1:10

ST/July 08

JI

Title

Standard Door Elevations D r a w i n g N o.

A/601/C/58

R e v N o.

B

Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work. This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

Doors L20/233 and Frames to L20/332

NOTES

bolt

A Hinge

2400

1 Block out with timber battens screwed and plugged to wall and lined with 15mm thick MDF with 6 x 6 mm rebate to meeting edge with plaster. Finish plaster to plasterers angle bead and or plasterers stop bead

flush pull handle

PLAN moveable wall 1

dead lock/escutheon

Structural Opening :

2 G/D21

G/D22

A

5058

Door Stops : 100 and 80mm Deep

Sliding Folding stacking screen to L20/245

B

Panels 4off

3

ceiling to K10/ 226

Block out with timber battens screwed and plugged to wall and lined with 15mm thick MDF with 6 x 6 mm rebate to meeting edge with plaster. Finish plaster to plasterers angle bead and or plasterers stop bead

Elevation

PLAN moveable wall 2

4960

B

1

2550

Shelving to span wall to wall

Sink to N11/350

2770

Shelving to N11/351

ceiling to K10/226 plaster board on suspended metal grid Fire protection to steel work to K10/265

Worktop and support apron to N11/340

Fire protection to structural steel to K10/255

Section

boxing formed using plaster board fixed to metal gyproc studs. Studs to K10/255. 2402

40

2578

vinyl coved skirting to M50/771

2770

Track for sliding door gear to be bolted to steel. Contractor to programme preparation of steel in co-ordination with sliding wall specialist

Vertical Section Block work plastered to M 20 C 20-08-08

Amended height of movable wall 1 section on AA

Rev Date

Revision

Drawn By

FFL

Ceramic tiling to M 40/110

2

Inkpen Downie Architecture & Design Ltd

3

G/D22

G/D21

SECTION ON AA

SECTION ON BB

2 Balkerne House

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

MOVEABLE WALLS ASSEMBLY AND DETAILS

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

Drawing Status

FOR INFORMATION Project

Extension to St Peters Church

WET PLAY AREA ASSEMBLY AND DETAILS

Harold Wood Client

St Peters Church Cad File

Mac 3 - 601

Scale

Drawn By / D a t e

1: 20 & 1: 5 ST/July 08

Checked By / Date

JI

Title

Doors to Wets Play area & moveable walls layout & Details D r a w i n g N o.

R e v N o.

A/601/C/59

C

Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


32

210

8

20

27

40

110

Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work.

HEAD DETAIL 130

150

130

NOTES

15

44

130

12

150

144

130

140

100

10 X10

This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

1A

2

4A

4

3

5

6

10

FRAME TO WALL DETAIL

G/D28 56

56

130

56

TYPICAL FRAME DETAILS FOR VARIOUS WALL THICKNESSES

7

FRAME TO FRAME DETAIL

FRAME TO WALL DETAIL 56

58

130

1

6

FOOT DETAIL 6

9

11 20

check dim on site

21

Silicone mastic sealant

18

12 130

Raven threshold plate Type RP77

19

Silicone mastic sealant

Sealmaster Cyclone Type TD / WD

130

15

G/D26A & G/D27A

58

16

130

14

13

FF/D23

130

130

17

CILL

33

TIMBER OR BRICKWORK PACKER FIXED TO UPSTAND TO ACHIEVE 150MM MIN HEIGHT ABOVE THE LEVEL OF THE NEW WATERPROOFING

FFL 33.568

130

BAUDER INSULATED UPSTAND SUPPORT & SUITABLE FIXINGS

BAUDER K5K CAPPING SHEET

130

BAUDERTEC KSA DUO UNDERLAYER

130

130

FF/D22

150mm MIN

min 150mm

LEAD FLASHING TO BE LEAD PLUGGED TO HOLD FLASHING, PLUGS TO BE FIXED AT 300MM CENTRES, CHASE & FLASHING TO BE POINTED IN BAUDER SEALANT

130

130

DOOR

BAUDER PIR 30MM INSULATION

130

34

BAUDER PIR INSULATION LAID TO FALL

22

35

Site dim

24 DECK (BY OTHERS)

BAUDERTHERM DS1 DUO VAPOUR BARRIER

BAUDER PIR ANGLE FILLET

G/D10

130

Rev D Rev C Rev B Rev A Rev

15/10/08 additional details & omitted details 12/08/08 additional details & omitted details 04/01/08 added details 11/12/07 added details Date Revision

JI ST JI JI Drawn By

23 1/2 brick on edge

FFL 33.568

Inkpen Downie Architecture & Design Ltd

G/D29

2 Balkerne House Balkerne Passage Tel 01206 577 244

plasterers mesh bead

Colchester CO1 1PA Fax 01206 563 377

arch@inkpendownie.co.uk

www.inkpendownie.co.uk

144

144

Drawing Status

FOR INFORMATION Project

Extension to St Peter Church 27

25

26

28

Harold Wood plasterers mesh bead

144

29

Client

St Peters Church

144

144

G/D28A

Cad File

31

144

plasterers mesh bead

32

Mac7/601

Scale 1:5

Drawn By / D a t e

Checked By / Date

ST/Aug 08

initials 00/00/05

Title check site dim

30 G/D64 & FF/D26

Door Details

D r a w i n g N o.

A/601/C/61 G/D42

R e v N o.

D

Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work.

50

65

50

65

PIVOT POINT

65

PIVOT POINT

CS43

CS37

This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

50

PIVOT POINT

CS37

CS43

CS43

NOTES

CS776

CS776

WP07

CS776

CS776 CS16

WP07

WP07

CS776

CS16

WP07

Read this drawing in conjunction with section L20/490 of the specification

WP07

44

WP07

GK614

WP07

CS776

CS776

CS39

WP07

WP07

CS776

CS776

CS776

CS39

CS634

CS39

CS634

CS682

CS37

CS634

CS634

CS682

CS682

CS682

57

51

CS682

20

57

137

20

137

4

7

20

54.5

54.5

20

20

SECTION B-B

51

57 137

SECTION B-B

51

5

PLAN SECTIONS DOORS GD 02

GK614

CS634

CS37

DOORS GD 01

brick work

WP07

6

DOORS GD 01,02,03

DOORS GD 01, 02, 03

50 x 30 ANCHOR ANCHOR BOLT BOLT TO TO STRUCTURAL STRUCTURAL ENGINEERS ENGINEERS SPECIFICATION. SPECIFICATION.

8

1

ANCHOR BOLT TO STRUCTURAL ENGINEERS SPECIFICATION.

GK620

Head <xing bracket constructed from mullion sleeve & aluminium =at plate. welded construction. aluminium =at plate bolted to Steel

CS630

CS631 CS623 GK23

CS682

Folded aluminium sheet fixed to transoms and between mullions to support specialist closer to widest leaf.

GK604

11

nylon shims

15

CS682

GK620

CS682 GK620

CS631 CS623 GK23

50

GK604

back of transom glazing painted black 50

3

1.6 WPO3

CS682

Rev Date

M6 RIVNUT

CS17

20

CS776

55

104.6

CS776

CS68

back of transom glazing painted black

1.6

M6 RIVNUT

CS17

CS682

20

Folded aluminium sheet fixed to transoms and between mullions to support specialist closer to widest leaf.

CS628

3

55

104.6

GK604

51

WPO3

CS68

GK23

CS628

51

CS682

CS623

Folded aluminium sheet fixed to transoms and between mullions to support specialist closer to widest leaf.

1.6

51

2

Head fixing bracket constructed from mullion sleeve & aluminium flat plate. welded construction. aluminium flat plate bolted to Steel

CS631

CS628

back of transom glazing painted black

nylon shims CS630

50

15

Head <xing bracket constructed from mullion sleeve & aluminium =at plate. welded construction. aluminium =at plate bolted to Steel

CS630

15

9

nylon shims

CS776

Revision

Drawn By

CS776

Inkpen Downie Architecture & Design Ltd 2 Balkerne House Balkerne Passage Tel 01206 577 244

Colchester CO1 1PA Fax 01206 563 377

arch@inkpendownie.co.uk

CS776

CS100

WP10 DRAINAGE

CS345

CS100

DRAINAGE

CS346

CS346

SECTION A-A

CS346

DOORS GD 01

DOORS GD 02

Reinforcement

Extension to St Peter Church Harold Wood Client

St Peters Church Cad File Mac7/601

Scale 1:5 1:2

mortar ponting

Title

Closed cell rigid insulation to form break with existing structure.

Door Details

Drawn By / D a t e

Checked By / Date

ST/Aug 08

initials 00/00/05

Entrance Doors D r a w i n g N o.

Existing brick wall and or existing floor finish broken out after cutting clean line with angle grinder

VERTICAL SECTIONS

WP10

15

CS345

CS345

7.5

7.5 15

CS100

mortar ponting Closed cell rigid insulation to form break with existing structure.

AXIM PIVOT

15

100

12

142.5

CS18

stop finish on a line 10mm off face of brick work

AXIM PIVOT

DRAINAGE

carpet 100

100

142.5

CS18

matwell trim by others WP10

Project

Stone floor finish to M40/115

AXIM PIVOT

3

FOR INFORMATION

J40/120 damp proof membrane turned up and over existing brick work and taped.

10

CS18

www.inkpendownie.co.uk

Drawing Status

CS776

7.5

20

CS776

20

CS776

CS776

20

CS776

mat well to entrance lobby to M50-172 screed depth to be varied so that matwell finished flush with aluminium door threshold

142.5

100 x 75

100 x 50

R e v N o.

A/601/C/ 62 DOORS GD 03

Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


Aluminium Frame Window Schedule Scale 1/50

Timber Frame Window Schedule Scale 1/50 to fit opening dim on plans

573

573

1810

600

C

G/W05 G/W06 G/W07 G/W08 G/W09

A

B

G

H

G/W10 G/W11 G/W12 G/W13 G/W14

G/W17 G/W18 G/W25 G/W26

G/W15 G/W16 G/W19 G/W20

H

F/W03 F/W05 F/W06 F/W07

F/W08 F/W09

J

G/W27

G/W28

G/W29

1724

Screen 1

NOTES

Dimensions are approximate all openings to be measured on site prior to manufacture.

Screen 2 Windows (all new windows to east and south elevation) to have obscure glass: G/W05, G/W06, G/W07, G/W08, G/W09, G/W10, G/W11, G/W12, G/W13, G/W14, G/W17, G/W18, F/W02, F/W03, F/W04, F/W05, F/W06, F/W07, F/W08, F/W09

Fire Resisting Timber Framed & Single Glazed Screens / Windows as Specification clause L10/510.

G

F/W23

1485

150

626

1247

This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

to match height of doors

E

G

Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work.

To fit opening dim on plans

Dimensions are approximate all openings to be measured on site prior to manufacture. 1902 Finish to be agreed.

Screen 3 662

2397

G

1503

Detail J as spec. L10/510 Scale 1/2

D

1275

5860

5710

1247

Detail K as spec. L10/315 Scale 1/2

28 mm thick timber cill

1503

F/W21 F/W22

F

H

F/W01 F/W02

F/W20

1585

OMIT

Fire resisting steel framed window / glazed opening over the entrance door to church.

44

1575

H

G/W04

20

20

OMIT F/W04

site dim

H

Ø 1252

15 113

144

15 144

64

Fixed timber FR glazed screen

2424

3399

3598

3149

64

113

2260

450

685

G/W01

G/W02

G/W03 F 29.01.09

Added elevations of screens shown on tender drawings but formerly omitted from construction issue Works on kitchen windows omitted. Obscure glass information given. D 29.09.08 Omit various and amend design. C 11.01.08 Cill detail change on Detail L & size change for G/W04 B 08.01.08 F/W10,11,12,13,14 & Detail L added A 19.12.07 Steel frame window detail change & Note change on aluminium window details & Additional notes and details

Aluminium Framed & Double glazed Windows. as Specification clause L10/330

E 22.10.08

Main contractor is responsible for pressed aluminium cills and window controls eg: winder controls. Dimensions are approximate all openings to be measured on site prior to manufacture. Finish to be agreed.

Rev Date

Revision

JI ST JI ST ST ST

Drawn By

Manufacturers Typical Details for Aluminium Windows as spec. L10/330 Scale 1/2 ° ° °

°

°

°

°

°° ° ° °

°

Inkpen Downie Architecture & Design Ltd

°

°° ° °

Existing window to be retained

2 Balkerne House

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

Drawing Status

FOR INFORMATION

Silicone mastic sealant

Project

10

20

10

Extension to St Peters Church

15

dimension to suit site conditions

Harold Wood

10 °° ° °

° °° ° °

° °

DF 328 is recommended by the technical advisor of the manufacturer.

°

° °

Remove edge from existing tile sill

Bond sheet of upvc to top of tile sill in one continuous length & bond RA upvc to window frame to reveals and to edge of tile.

° ° °

°

Client

St Peters Church Cad File

Mac 7 601

Scale

Drawn By / D a t e

Checked By / Date

1:50 / 1:2

ST/14.12.07

JI/

Title

WINDOW SCHEDULE &

Silicone mastic sealant

10

20

10

WINDOW DETAILS

15

dimension to suit site conditions

Existing wall 10

D r a w i n g N o.

A/601/C/63

R e v N o.

F

Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work. This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

existing reinforced concrete floor

NOTES

roof over flow

44

350

215

Servery GF 28

hot and cold services to be run to be run into the Servery and terminated for extension by others.

Boxing 12mm PB on 44 x 44mm sw framing with continuous rails as shown and vertical members @ 400mm centres. Extend rail to support facia piece.

Boxing 12mm PB on 44 x 44mm sw framing with continuous rails as shown and vertical members @ 400mm centres. Extend rail to support facia piece. existing timber ground

Roller shutter housing Continental Shutters Fire resisting shutter fixed between reveals and operated with an electrical powered motor. To be linked to fire alarm system.

new timber ground encase in 12mm PB

See Continental Shutters for details,

Architrave made up from 18mm ply lipped to all edges and painted

605

Roller shutter housing Continental Shutters Fire resisting shutter fixed between reveals and operated with an electrical powered motor.

Waste to project through the undercroft wall at 150mm above FFL and cap off?

See Continental Shutters for details,

G/D30

kitchen specialists custom counter to their detail. Requirement is to take S/Steel top over work by main contractor and fold down front to show an apron of 120mm to face. Facing panel(S) on 44 x 44mm sw framing with 8x8mm quirk/shadow gap at meeting edges. Framing on 10mm packs to level.

887

900

440

120

kitchen specialists custom counter to their detail. Requirement is to take S/Steel top over work by main contractor and fold down front to show an apron of 120mm to face. Facing panel(S) on 44 x 44mm sw framing with 8x8mm quirk/shadow gap at meeting edges. Framing on 10mm packs to level.

Standard timber skirting to match existing. 830

B

Standard timber skirting to match existing.

415

A Hall side Elevation 3120

140

3322

SO 2082x1000x140

415

830

Section on AA

S Servery

932

270

1970

SO 2082x1000x130 Rev Date

273

Plan

G/D46

3322 subject to the kitchen layout

Architrave made up from 18mm ply lipped to all edges and painted

Revision

Drawn By

100

76

B

121

Plan

57

25 mm MDF shelf screwed and plugged to wall by MC for later connection to by others. Fit prior to plastering and finish plaster up to shelf. Cut shelf around corner to provide abutment to shutter channels

G/D64

A Inkpen Downie Architecture & Design Ltd 2 Balkerne House

Facing panel(S) on 44 x 44mm sw framing with 8x8mm quirk/shadow gap at meeting edges. Framing on 10mm packs to level.

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

Drawing Status

FOR INFORMATION Project

Roller shutter housing Continental Shutters Aluminium Roller Shutter With motorised raise and lower. Not linked to fire alarm system.

Extension to St Peters Church

See Continental Shutters for details,

Double tall wall unit W107 1000mm wide x 720mm high x 300mm deep 43051509

stainless steel top

344

Client

Rev B 081125-Amended design of well servery for information to contractor and added arrow from note to drawing

2082

25 mm MDF shelf screwed and plugged to wall by MC for later connection to by others.

Harold Wood

Double tall wall unit W107 1000mm wide x 720mm high x 300mm deep 43051509

Rev A 081111-Amended design of servery for consideration by client

St Peters Church Cad File

Mac 3 - 601

Scale

Drawn By / D a t e

1: 20 & 1: 5 ST/Sep 08

Checked By / Date

JI

Title

882

Servery Details Standard timber skirting to match existing.

DISH WASHER by client

Main Kitchen & Well D r a w i n g N o.

R e v N o.

A/601/C/64

C

Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work. This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

2005 1915

NOTES

detail a

G/D47 transom for the new window to be centered with the existing transom. contractor to check the site level before proceed

detail d

PLAN 1

1810

detail e EMERGENCY EXIT

A

B

415

detail f 200

2005

2040

PLAN 2

1950

detail c

2040

2040

1915

detail b

ELEVATION detail g

run frame up to underside of ceiling retain existing build-up if possible & close gap with new soffit board.

SECTION A

SECTION B

existing facia to be retained

44

20

detail a

60

detail d

44

16

60

10

144

144

Rev Date

door frame screwed & plugged to galvanized ties at 250mm centres

Revision

Drawn By

144

new timber board

230 x 30 x 4mm galvanized straps screwed and plugged into wall at 225 mm centres

48

64

16

new plastic cover to match with the existing

detail e

remove existing window in this section

Inkpen Downie Architecture & Design Ltd 2 Balkerne House

retain existing window & structure 76

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

Drawing Status

60

16

46

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

144

80

98

FOR INFORMATION detail f

Project

60

Extension to St Peters Church 31 22 10

50

60

Harold Wood

105

76

76

Client

St Peters Church

46

144 46

46

144

76

44

Cad File

Scale

Drawn By / D a t e

Checked By / Date

Mac 7 601

1: 20 / 1:5

ST/Sep 08

Initials/Date

198 16 32 16 16

64

16

44

Title

105

100

44

54

60

detail g detail c

for the Existing Hall 44

detail b

New Window and Door D r a w i n g N o.

24

R e v N o.

A/601/C/69 Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


GF07

H/W finished clear

Plaster 1 Primer 2 coats of eggshell / satinwood paint

Plaster board - 2 coats of matt emulsion colour:-

Tiling to half height 1200mm above coved skirting all round to spec M40/110

H/W finished clear

store

Flowers GF 35

Music Store GF 34 SO 2082x1726

Staircase landing

DL 2040x826

G/D55

G/D56

Corridor GF 40

WC 1 GF 22 G/D34

GF08

n/a K10/225

Female WC GF21

Carpet to spec M50/170

G/D40

G/D48

Meeting Room

DL 2040x826

Meeting Room

See Door Schedule for Finish

Proprietry Coved skirting

Vinyl to spec M50/152

Tiling to half height 1200mm above coved skirting all round to spec M40/110

Children Toilets Lobby GF37

Store? Escape

Entrance GF38

Childrens Kitchen

G/D31

Proprietry Coved skirting

K10/226

Plaster 1 Primer 2 coats of eggshell / satinwood paint

Creche / Play Area 02

The Well / Hospitality

Corridor

GF15

GF16

Plaster 1 Primer 2 coats of eggshell / satinwood paint + Render as spec M20/160

GF17

Plaster 1 Primer 2 coats of eggshell / satinwood paint

Wet Area

S/W for painting

Lino to spec M50/150

G/D28A

Store

Plaster board including acoustic plaster board to areas indicated on drawing, dry lined and finished. - 2 coats of matt emulsion K10/226 colour:Plaster board including acoustic plaster board to areas indicated on drawing, dry lined and finished. K10/226 & 245 - 2 coats of matt emulsion colour:Plaster board including acoustic plaster board to areas indicated on drawing, dry lined and finished. K10/225 - 2 coats of matt emulsion colour:-

SO 2082x1000x210

G/D28

S/W for painting

Lino to spec M50/150

H/W finished clear

Lino to spec M50/150

Lino Carpet Type 1

See Door Schedule for Finish

The Well / Hospitality H/W finished clear

Lino to spec M50/150

Stair

GF19

Existing & repaired Plaster 1 Primer 2 coats of eggshell / satinwood paint

As existing - 2 coats of matt emulsion colour:-

See Door Schedule for Finish

Male WC

GF20

Plaster 1 Primer 2 coats of eggshell / satinwood paint

Plaster board & Skim coat - 2 coats of matt emulsion colour:-

See Door Schedule for Finish

Plaster board & Skim coat - 2 coats of matt emulsion colour:-

S/W for painting

Carpet to spec M50/170

Proprietry Coved skirting

Lino to spec M50/153

(FFL)

G/DO1

32.055(Top of 31.900(Top of

G/DO2

G/D27

lift opening size 2130 x 1405

screed) structural slab)

Meeting Room Vinyl Type 1

G/DO4

SO 2082x1000 DL 2040x926

SO 2082x1422x210 DL 2040x1000

Safe GF04

G/DO5

FD 30 S

Buggy Park GF36

G/DO6

Admin Of6ce GF03

FD 30 S

FD 30 S

Lobby G/DO7 GF33 FD 30 S G/DO8

GF21

Accessible WC

GF22

Existing made good and new walls plastered. 1 Primer 2 coats of eggshell / satinwood paint

Plaster board & Skim coat - 2 coats of matt emulsion colour:-

K10/225

Kitchen Store

GF23

Existing made good and new walls plastered. 1 Primer 2 coats of eggshell / satinwood paint

Plaster board & Skim coat - 2 coats of matt emulsion colour:-

K10/226

Corridor

GF24

Existing made good and new walls plastered. 1 Primer 2 coats of eggshell / satinwood paint

Plaster board & Skim coat - 2 coats of matt emulsion colour:-

K10/226

Existing made good and new walls plastered. 1 Primer 2 coats of eggshell / satinwood paint

Hall

GF27

Existing made good and new walls plastered. 1 Primer 2 coats of eggshell / satinwood paint

Servery

GF28

Clergy Offices

GF29

Clergy Offices

GF30

Clergy Offices

GF31

Bookshop

GF32

Lobby

GF33

Music Store

Flowers

Buggy Park

GF34

GF35

GF36

Existing made good and new walls plastered. 1 Primer 2 coats of eggshell / satinwood paint

See Door Schedule for Finish

See Door Schedule for Finish

See Door Schedule for Finish

See Door Schedule for Finish

Plaster board & Skim coat - 2 coats of matt emulsion colour:-

K10/226

Plaster board & Skim coat - 2 coats of matt emulsion colour:-

K10/226

See Door Schedule for Finish

See Door Schedule for Finish

See Door Schedule for Finish

Existing made good and new walls plastered. 1 Primer 2 coats of eggshell / satinwood paint

Plaster board including acoustic plaster board to areas indicated on drawing, dry lined and finished. K10/225 - 2 coats of matt emulsion colour:-

Existing made good and new walls plastered. 1 Primer 2 coats of eggshell / satinwood paint

Plaster board including acoustic plaster board to areas indicated on drawing, dry lined and finished. - 2 coats of matt emulsion K10/225 colour:-

Existing made good and new walls plastered. 1 Primer 2 coats of eggshell / satinwood paint

Plaster board including acoustic plaster board to areas indicated on drawing, dry lined and finished. - 2 coats of matt emulsion K10/225 colour:-

Plaster 1 Primer 2 coats of eggshell / satinwood paint

Plaster board - 2 coats of matt emulsion colour:-

Fair Faced Brick

Vinyl to spec M50/151

Tiling to half height 1200mm above coved skirting all round to spec M40/110

Male WC

Floor Paint

406 Stone Pavier

Proprietry Coved skirting

Vinyl to spec M50/151

Tiling to half height 1200mm above coved skirting all round to spec M40/110

Female WC

Proprietry Coved skirting

Vinyl to spec M50/151

Tiling to half height 1200mm above coved skirting all round to spec M40/110

Accessible WC

Proprietry Coved skirting

Vinyl to spec M50/152

FD 30 S

SO 2082x1000x130

G/D15

G/S.F.P 1

G/D26A

Creche/Play Area 1 GF 12

SO 2082x1000x130

G/D20

SO 2082x900x130

DL 2040x826x44

Children Toilets GF10 G/D16

Meeting Room GFO8

G/D17

G/D18

G/D19

Kitchen GF 11

G/D23

Wet Area GF13 G/D21

SO 2082x1726

G/D25

G/D24 DL 2040x826

SO 2082x1726

DL 2040x826

SO 2082x1726

DL 2040x826

Store GF 14

G/D22

Kitchen Store H/W finished clear

H/W finished clear

rev G 23-09-08 Amended drawing & finishes re cost reductions.

Lino to spec M50/150

Corridor

Lino to spec M50/150

Lobby

Proprietry Coved skirting

Retain existing and provide new S/W to match existing for painting

Proprietry Coved skirting

Drawn By

Kitchen

Existing H/W sanded and finished clear

Hall

Vinyl to spec M50/152

Servery

S/W for painting

Carpet to spec M50/170

Clergy Offices

See Door Schedule for Finish

S/W for painting

Carpet to spec M50/170

See Door Schedule for Finish

S/W for painting

Carpet to spec M50/170

See Door Schedule for Finish

H/W finished clear

2 Balkerne House

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

Clergy Offices Drawing Status

Clergy Offices

FOR INFORMATION Project

Carpet to spec M50/171

Bookshop

Extension to St Peters Church S/W for painting

Lino to spec M50/150

Lobby

K10/226

Existing Plaster patched/skim coat - 2 coats of matt emulsion colour:-

Revision

ST ST ST

Inkpen Downie Architecture & Design Ltd See Door Schedule for Finish

See Door Schedule for Finish

Existing Plaster patched/skim coat - 2 coats of matt emulsion colour:-

Pre-insulated liner. Left undecorated.

rev F 23-07-08 Amended drawing & finishes re cost reductions, B Regs Queries rev E 14-02-08 Change note buggy park ceiling rev D 13-12-07 Change of spec. clause on stair landing floor finishes rev C 13-12-07 Added information

Vinyl to spec M50/152

K10/226

Plaster board including acoustic plaster board to areas indicated on drawing, dry lined and finished. - 2 coats of matt emulsion K10/225 colour:-

Plaster Skim Coat 1 Primer 2 coats of eggshell / satinwood paint

Lobby GF39 G/D12 FD 30 S

WC GF05

G/D26

Rev Date See Door Schedule for Finish

Plaster board including acoustic plaster board to areas indicated on drawing, dry lined and finished. - 2 coats of matt emulsion K10/245 colour:Plaster board & Skim coat - 2 coats of matt emulsion colour:-

Existing retained treated clear finish.

K10/225

Existing made good and new walls plastered. 1 Primer 2 coats of eggshell / satinwood paint

Plaster Skim Coat 1 Primer 2 coats of eggshell / satinwood paint

G/D14

SO 2082x900x130 DL 2040x826x44

Stair GF06

SO 2082x1000x210

G/D13

G/D10

Stair

K10/225

Female WC

GF26

Quiet Room Baby Change GF09

Vinyl Type 2

Existing made good and new walls plastered. 1 Primer 2 coats of eggshell / satinwood paint

Kitchen

G/D27A

SO 2082x1000x210

SO 2082x1422x210 DL 2040x1000

StairG/D11 FD 30 S Stair 1 GF07 GF

G/DO9

SO 2082x1000x140

Make good existing Plaster 1 Primer 2 coats of eggshell / satinwood paint

Creche / Play Area 2 GF15

Screen 1 SO 2082x1075 DL 2040x1000

DL 2040x826x44

Corridor

G/S.F.P 1

Screen 2

The Well Hospitality GF 16

Stair 2 GF

SO 2082x900x130

Floor Entrance Carpet See Door Schedule for Finish

Entrance GF01 32.010

Carpet Type 2 See Door Schedule for Finish

Hub GF02

Creche / Play Area 02

See Door Schedule for Finish

GF18

GF25

SO 2082x1436 DL 2040x826 DL 2040x536

(Top of screed) (Top of structural slab)

See Door Schedule for Finish

As existing - 2 coats of matt emulsion colour:-

Lobby

DL 2040x826

G/D29 30.705 30.550

Existing made good and new walls plastered. 1 Primer 2 coats of eggshell / satinwood paint

Meeting Room

Of6ces GF 29

See Door Schedule for Finish

Plaster board - 2 coats of matt emulsion colour:K10/226

Plaster 1 Primer 2 coats of eggshell / satinwood paint

Servery GF 28

G/D50

DL 2040x826x44

GF14

Lino to spec M50/150

G/D51

Bookshop GF 32

SO 2082x900x130

Store

Clergy of6ces GF 31

Creche / Play Area 01 Tiling to half height 1200mm above coved skirting all round to spec M40/110

G/D30

SO 2082x1476 DL 2040x926 DL 2040x476

Plaster 1 Primer 2 coats of eggshell / satinwood paint

Lino to spec M50/150

SO 2082x1000x140

GF13

Plaster board - 2 coats of matt emulsion colour:-

S/W for painting See Door Schedule for Finish

DL 2040x826x44

Wet Area

GF12

Meeting Room GF18

Retain existing brick wall

Of6ces GF 30

G/D52

SO 2082x900x130

Creche / Play Area 01

Plaster board including acoustic plaster board to areas indicated on drawing, dry lined and finished. - 2 coats of matt emulsion K10/226 colour:-

SO 2082x1726

G/D53 G/D 03

Plaster 1 Primer 2 coats of eggshell / satinwood paint

Stair GF19

Hall GF 27

DL 2040x826

See Door Schedule for Finish

Tiling to half height 1200mm above coved skirting all round to spec M40/110

SO 2082x1100x130

K10/226

Plaster board - 2 coats of matt emulsion colour:-

Vinyl to spec M50/151

DL 2040x826

See Door Schedule for Finish

G/D32

Male WC GF 20

SO 2082x1726

K10/226

G/D33

SO 2082x1726

Proprietry Coved skirting

DL 2040x826

Plaster 1 Primer 2 coats of eggshell / satinwood paint

See Door Schedule for Finish

SO 2082x1726

GF11

K10/226

Quiet Room Baby Change

Corridor GF17

Plaster board - 2 coats of matt emulsion colour:-

Lino to spec M50/150

SO 2082x1100x130

GF10

Plaster 1 Primer 2 coats of eggshell / satinwood paint

Proprietry Coved skirting

SO 2082x1000x130

Plaster board - 2 coats of matt emulsion colour:-

Stair 3

Childrens Kitchen

Plaster 1 Primer 2 coats of eggshell / satinwood paint

SO 2082x1000x130

Children Toilets

GF09

G/D47

SO 2082x1726

Church

Quiet Room Baby Change

Tiling to half height 1200mm above coved skirting all round to spec M40/110

G/D57

G/D46 SO 2082x1000x130

Staircase landing S/W for painting

G/D45

SO 2082x1000x156

G/D54

CD tape library

Kitchen Store GF 23

Stair 4

Lino to spec M50/153

See Door Schedule for Finish

K10/226

WC

Lino to spec M50/153 M50/150

See Door Schedule for Finish

K10/226

Plaster board - 2 coats of matt emulsion colour:-

Vinyl to spec M50/151

G/D41 SO 2082x1000x130

Proprietry Coved skirting See Door Schedule for Finish

K10/226

Plaster 1 Primer 2 coats of eggshell / satinwood paint

Kitchen GF 26

Corridor GF 24 G/D43

SO 2082x1000x140

GF06

G/D42

Lobby GF25

DL 2040x826

Plaster board - 2 coats of matt emulsion colour:-

G/D44

Safe store

SO 2082x1726

Plaster 1 Primer 2 coats of eggshell / satinwood paint

GF05

Lino to spec M50/150

SO 2082x1000x140

Plaster 1 Primer 2 coats of eggshell / satinwood paint

Plaster board - 2 coats of matt emulsion colour:-

S/W for painting See Door Schedule for Finish

K10/226

NOTES

Admin Office

See Door Schedule for Finish

SO 2082x1000x140

n/a

GF04

Carpet to spec M50/170

SO 2082x1000x130

Plaster 1 Primer 2 coats of eggshell / satinwood paint

Plaster board - 2 coats of matt emulsion colour:-

Hub S/W for painting

DL 2040x826x44

n/a

SO 2082x900x130

Plaster board including acoustic plaster board to areas indicated on drawing, dry lined and finished. - 2 coats of matt emulsion K10/226 colour:-

The Hub:- Carpet to M50/171

G/D62

GF03

Plaster 1 Primer 2 coats of eggshell / satinwood paint

H/W finished clear

See Door Schedule for Finish

G/D61

See other drawings for reference to fittings Column casings:- Hard coat plaster 1 Primer 1 undercoat 2 coats of eggshell / satinwood paint

This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

Entrance

See Door Schedule for Finish

G/D60

Staircase landing

Plaster board including acoustic plaster board to areas indicated on drawing, dry lined and finished. K10/226 & 245 - 2 coats of matt emulsion colour:-

Entrance matting to spec M50/172 carpet. (Clean off zone)

Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work.

G/D58

Staircase landing

Existing Fair Faced Brick & Plaster as indicated on drawings + Render as spec M20/160

Tiling or other special finishes

SO 2082x1000 DL 2040x926

WC

GF02

N/A

Floor Finishes

SO 2082x900x130

Safe store

Column casings:- Hard coat plaster 1 Primer 1 undercoat 2 coats of eggshell / satinwood paint

Skirtings

DL 2040x826x44

Admin Office

Render on eml on insulation to under side of 1st floor.-1 Primer -1 undercoat 2 coats of eggshell / satinwood paint

Doors / frames / architraves/windows/ surrounds/ shutters

SO 2082x900x130

Hub

GF01

Bespoke Mouldings or Fittings

Ceilings

DL 2040x826x44

Walls

SO 2082x1630 DL 2040x926 DL 2040x415

Number

Fair faced Brick

Entrance

Ground Floor

Internal Finishes Schedule

Room Name

See Door Schedule for Finish

S/W for painting

Carpet to spec M50/170

Music Store

Vinyl to spec M50/151

See Door Schedule for Finish Proprietry Coved skirting

K10/227

See Door Schedule for Finish

Rendered skirting painted in with floor screed (not to stonework)

Floor Paint on screed laid to fall to spec M60/115

Harold Wood Client

St Peters Church Tiling to half height 1200mm above coved skirting all round to spec M40/110

Weep holes to south elevation to drain Floor

Flowers Cad File

Scale

Drawn By / D a t e

Checked By / Date

Mac 3 601

1: 50

Initials/Date

Initials/Date

Buggy Park Title

Lobby

GF37

Entrance area in church

GF38

Lobby

GF39

Existing made good and new walls plastered. 1 Primer 2 coats of eggshell / satinwood paint Existing render made good and new walls rendered. 1 Primer 2 coats of eggshell / satinwood paint

As existing - 2 coats of matt emulsion colour:-

See Door Schedule for Finish

Timber boarding to match existing. Stained to match existing and finished clear M60/116

See Door Schedule for Finish

S/W for painting

Carpet to spec M50/170

Lobby n/a

Carpet to spec M50/171

Entrance area in church

Finishes Schedule & Floor Plan showing G F Floor Finishes D r a w i n g N o.

Plaster 1 Primer 2 coats of eggshell / satinwood paint Existing render made good.

Corridor

GF40

New wall: Plaster Skim Coat 1 Primer 2 coats of eggshell / satinwood paint

Plaster board - 2 coats of matt emulsion colour:-

S/W for painting

Lobby

K10/226 Existing Plaster patched/skim coat - 2 coats of matt emulsion colour:-

Retain existing and provide new S/W to match existing for painting See Door Schedule for Finish

R e v N o.

Lino to spec M50/150

See Door Schedule for Finish

Carpet to spec M50/170

Corridor

A/601/C/ 70

G

Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work.

Carpet as spec M50/170

NOTES Staff Room

n/a

See Door Schedule for Finish

S/W for painting

Lino as spec M50/150 Toilet FF28

Stationary Reprographics

FF/D34

Toilet FF29

FF/D28

K10/245

S/W for painting

Store FF24

FF06

Plaster 1 Primer 2 coats of eggshell / satinwood paint Plaster 1 Primer 2 coats of eggshell / satinwood paint

K10/225

Proprietry Coved skirting

Tiling to half height 1200mm above coved skirting all round as spec M40/110

FF/D31

Stair 4 FF30

SO 2082x1474 DL 2040x700

CD tape library Vinyl as spec M50/151

FF/D30

See Door Schedule for Finish

SO 2082x1474 DL 2040x700

Stores FF25

Corridor

Lounge FF27

fire exit

SO 2082x1750 DL 2040x1000 DL 2040x676

SO 2082x1000x130

FF/D25

Plaster board/skim coat - 2 coats of matt emulsion colour:-

See Door Schedule for Finish

K10/225

H/W finished clear

FF/D24

Kitchen FF26

Lino as spec M50/153

Staircase Landing Church

Corridor

Plaster 1 Primer 2 coats of eggshell / satinwood paint

FF09

Plaster 1 Primer 2 coats of eggshell / satinwood paint

Plaster board/skim coat - 2 coats of matt emulsion colour:-

Plaster board/skim coat - 2 coats of matt emulsion colour:-

See Door Schedule for Finish

See Door Schedule for Finish

Proprietry Coved skirting

H/W finished clear

Vinyl as spec M50/151

Tiling to half height 1200mm above coved skirting all round as spec M40/110

WC

Lino as spec M50/153

step

FF/D23

Stair

K10/225

F

See Door Schedule for Finish

H/W finished clear

G

Stair 3

Corridor

Meeting

Drinks

Store

Corridor

FF14

FF15

FF16

FF17

FF18

Plaster 1 Primer 2 coats of eggshell / satinwood paint Plaster 1 Primer 2 coats of eggshell / satinwood paint

Plaster 1 Primer 2 coats of eggshell / satinwood paint

n/a

See Door Schedule for Finish

Plaster board/skim coat - 2 coats of matt emulsion colour:-

Plaster 1 Primer 2 coats of eggshell / satinwood paint

Plaster board/skim coat - 2 coats of matt emulsion colour:-

Tiling to half height 1200mm above coved skirting all round as spec M40/110

S/W for painting

Plant Room FF22

WC1

Cleaners FF/D23A

Carpet as spec M50/170

Screen 3

See Door Schedule for Finish

H/W finished clear

FF/D18

Carpet as spec M50/170

Corridor

K10/225

Plaster board including acoustic plaster board to areas indicated on drawing, dry lined and finished. K10/225 - 2 coats of matt emulsion & colour:K10/245

Plaster 1 Primer 2 coats of eggshell / satinwood paint

Vinyl as spec M50/151

Tiling to half height 1200mm above coved skirting all round as spec M40/110

for details to roof 1

Youth Room

Plaster board including acoustic plaster board to areas indicated on drawing, dry lined and finished. K10/245 - 2 coats of matt emulsion colour:-

Plaster board/skim coat - 2 coats of matt emulsion colour:-

Proprietry Coved skirting

Vinyl as spec M50/151

K10/245

Plaster board/skim coat - 2 coats of matt emulsion colour:-

Plaster 1 Primer 2 coats of eggshell / satinwood paint

See Door Schedule for Finish

Proprietry Coved skirting

SO 2082x1000x140

Plaster board/skim coat - 2 coats of matt emulsion colour:-

K10/225

See Door Schedule for Finish

See Door Schedule for Finish

S/W for painting

Lino

SO 2082x1726

Carpet Type 1

Lino as spec M50/150

FF/D01

SO 2082x1000x140

n/a

See Door Schedule for Finish

Lounge Training Room Vinyl Type 1 See Door Schedule for Finish

Proprietry Coved skirting

See Door Schedule for Finish

S/W for painting

Vinyl as spec M50/151

Tiling to half height 1200mm above coved skirting all round as spec M40/110

K10/245

Drinks

Staff Room FF01

FF/D12

Stationary Reprographics

SO 2082x1000x140

SO 2082x1000x140 SO 2082x1422x210 DL 2040x1000

FF/D04

Cleaners FF11

FF02 FF/D06

WC FF07

DL 2040x826

Corridor FF13

FF/D10

FF/D02

Carpet Type 2

Carpet as spec M50/170

lift opening size 2130 x 1405 FF/D03

Meeting H/W finished clear

Corridor FF09

Corridor FF04

SO 2082x1000x140

Lounge Training Room

FF13

Plaster 1 Primer 2 coats of eggshell / satinwood paint

Plaster board/skim coat - 2 coats of matt emulsion colour:-

n/a

SO 2082x1000x156

Corridor

FF12

Plaster 1 Primer 2 coats of eggshell / satinwood paint

K10/225

Landing FF06

SO 2082x1422x210 DL 2040x1000

FF/D08

Landing FF08

SO 2082x1000x140

SO 2082x1000x140

FF/D11

FF/D13

Lounge /Training Room FF15 FF/D14

WC 1 FF10

Stair 1 FF

SO 2082x1000x140

Youth Room

FF11

Plaster board/skim coat - 2 coats of matt emulsion colour:-

SO 2082x1000x156

Cleaners

FF10

Plaster 1 Primer 2 coats of eggshell / satinwood paint

Roof 1

see roof drawing A/601/C/14

FF/D19

WC1

rwp

step

FF/D35

Store? Escape

Carpet as spec M50/170

K10/245

SO 2082x1000x140

FF08

Plaster board/skim coat - 2 coats of matt emulsion colour:-

SO 2082x1000x130

Plaster 1 Primer 2 coats of eggshell / satinwood paint

Landing FF20

Stair

FF07

SO 2082x1000x130

WC

FF/D26

WC

Corridor FF18

Staircase Landing

FF05

Plaster board/skim coat - 2 coats of matt emulsion colour:-

Carpet as spec M50/170

SO 2082x1000x140

WC

FF04

H/W finished clear

SO 2082x1630 DL 2040x926 DL 2040x415

Corridor

See Door Schedule for Finish

FF/D29

store Plaster board including acoustic plaster board to areas indicated on drawing, dry lined and finished. K10/245 - 2 coats of matt emulsion colour:-

SO 2082x774 DL 2040x700

FF03

Plaster 1 Primer 2 coats of eggshell / satinwood paint

SO 2082x1474 DL 2040x700

Plaster board/skim coat - 2 coats of matt emulsion colour:-

See Door Schedule for Finish

Tiling or other special finishes

FF/D27

Plaster 1 Primer 2 coats of eggshell / satinwood paint

n/a

Floor Finishes

SO 2082x1474 DL 2040x700

FF02

Plaster board including acoustic plaster board to areas indicated on drawing, dry lined and finished. K10/245 - 2 coats of matt emulsion colour:-

Skirtings

DL 2040x826

Plaster 1 Primer 2 coats of eggshell / satinwood paint

Doors / frames / architraves/windows/ surrounds/ shutters

FF/D32

FF01

Bespoke Mouldings or Fittings

Ceilings

SO 2082x1726

Stationary Reprographics

Walls

FF/D33

Staff Room

Number

light weight construction

First Floor

Internal Finishes Schedule

Room Name

This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

FF/D09

Meeting FF14

Youth Room FF12

FF/D15 SO 2082x1726

FF/D17

FF/D16 DL 2040x826

Kitchen/ Drinks FF16

WC FF05

SO 2082x1726

DL 2040x826

SO 2082x1726

DL 2040x826

Store FF17

Floor Paint

Painted as spec M60/115

Store

K10/245

See Door Schedule for Finish

H/W finished clear

Lino as spec M50/150

Corridor

K10/245

FF19

Stair Landing

Stair Landing

FF20

FF21 Plaster board/skim coat to underside of roof joists - 2 coats of matt emulsion colour:-

See Door Schedule for Finish

Plaster 1 Primer 2 coats of eggshell / satinwood paint

Plaster board/skim coat to underside of roof joists - 2 coats of matt emulsion colour:-

See Door Schedule for Finish

Plaster 1 Primer 2 coats of eggshell / satinwood paint

Plaster board/skim coat - 2 coats of matt emulsion colour:-

3 coat Emulsion to bockwork

Plant Room

FF22

Painted as spec M60/115

Plant Room

rev F 23-07-08 Amended drawing & finishes re cost reductions, B Regs Queries rev E 14-02-08 Change of spec. clause on FF06,07,08,15 ceiling rev D 13-12-07 Change of spec. clause on stair landing floor finishes rev C 13-12-07 Added information Rev Date

Revision

ST ST ST

Drawn By

FF23

Store / Plant

Stores

FF24

FF25

Painted as spec M60/115

Store / Plant

Painted as spec M60/115

H/W finished clear

See Door Schedule for Finish

Stores

Painted as spec M60/115

Inkpen Downie Architecture & Design Ltd 2 Balkerne House

Kitchen

FF26

Lounge

FF27

Toilet

FF28

Existing Walls patched and made good in plaster 1 Primer 2 coats of eggshell / satinwood paint

Existing Walls patched and made good in plaster 1 Primer 2 coats of eggshell / satinwood paint

1 Primer 2 coats of eggshell / satinwood paint

Toilet

FF29

1 Primer 2 coats of eggshell / satinwood paint

Stair

FF30

1 Primer 2 coats of eggshell / satinwood paint

See Door Schedule for Finish

Existing ceiling; preparation and - 2 coats of matt emulsion colour:-

Plaster board/skim coat - 2 coats of matt emulsion colour:-

Vinyl as spec M50/151

Tiling to half height 1200mm above coved skirting all round as spec M40/110

Existing painted

See Door Schedule for Finish K10/225

See Door Schedule for Finish

Existing Plaster patched/skim coat - 2 coats of matt emulsion colour:-

See Door Schedule for Finish

Lounge Vinyl as spec M50/151

Existing painted

Vinyl as spec M50/151 Existing painted

See Door Schedule for Finish

Tiling to half height 1200mm above coved skirting all round as spec M40/110

Tiling to half height 1200mm above coved skirting all round as spec M40/110

Drawing Status

Toilet

Project

Toilet

Extension to St Peters Church

Stair

Client

St Peters Church

FF32

Number

CO1 1PA

Harold Wood

Existing painted

FF31

Room Name

Colchester

Fax 01206 563 377 www.inkpendownie.co.uk

FOR INFORMATION

Lino as spec M50/153

Existing Plaster patched/skim coat - 2 coats of matt emulsion colour:-

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

Lino as spec M50/150 Existing painted

Existing Plaster patched/skim coat - 2 coats of matt emulsion colour:-

Kitchen

Walls

Ceilings

Bespoke Mouldings or Fittings

Doors / frames / architraves/windows/ surrounds/ shutters

Skirtings

Floor Finishes

Tiling or other special finishes

Cad File

Scale

Drawn By / D a t e

Checked By / Date

Mac 3 601

1: 50

Initials/Date

Initials/Date

Title

Finishes Schedule & Floor Plan showing 1st F Floor Finishes D r a w i n g N o.

A/601/C/ 71

R e v N o.

F

Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work. This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

NOTES Mono ridge flashing

4 5 Cleats fixed to ST clips for eaves support angle.

300

7

Ensure steel beam is wrapped in insulation for 300mm.

Leveling angles to suit

3

1 6

Support 'Z' for soffit flashing

2

Single skin aluminium or membrane lined gutter

Profiled foam filler sealed top & bottom

DETAIL R5

SYSTEM SPECIFICATION. Kalzip LINER SHEET . Kalzip LinerTR 35/200S ( Finish Colour etc. TBC.) . . 2. Kalzip VAPOUR CONTROL LAYER (V.C.L) . Kalzip VCL sealed at laps with Kalzip sealant tape

50

1

DETAIL R3

This detail is a variation on the Kalzip Standard Details Drawing no: RDS-A-1-04

.

. 3 STL HALTER CLIPS . STL 190 with TK15 Thermal Barrier Pad for roof. STL 140 with TK15 Thermal Barrier Pad for walls. .

Kalzip profiled wall cladding

Dabs to fix plaster board

. . 5 .. .

6 . . . . 7

TOP SHEET. .Kalzip 65/400 profile Finish as specification GUTTER SYSTEM. Aluminium single skin eaves gutter supported off straps at max 600mm c/cs. Straps bolted to galvanised steel support angle fixed to spacer rail and ST clips.

8

EAVES COMPONENTS. Extruded aluminium eaves drip angle riveted to sheets at max 400mm c/cs c/w profiled foam filler block.

RIDGE COMPONENTS. Kalzip ridge closures c/w foam filler block, 'Z' retainer bar as necessary, & pan of sheet turned up.

9

RIDGE FLASHING. Ridge flashing (Finish Colour etc. TBC)

DETAIL R2

Isolation tape is required between aluminium and alkali bearing materials - eg. mortar. Stated calculation results are dependent on components being as shown

This detail is a variation on the Duplus Standard Details Drawing no: 5.12 AL/100

DETAIL R1

read in conjunction with Details R1a & b Drawing 79

DETAIL R4

Lead flashing by contractor

Leveling angles to suit

10

50

Rafters to continue past laterals and silicone seal fillet applied to prevent air leakage

Fixed point Refer to drawing no's: TIS-05-01 & 02

Folded aluminium sheet fixed between each glazing bar

Drawn By

8

Inkpen Downie Architecture & Design Ltd 2 Balkerne House

Silicone mastic sealant

max.100

Angle bracket Suitable fixings Suitable curb determined by others

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

4

Concealed rafter head brackets with suitable fixings

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

Drawing Status

FOR INFORMATION Project

Vapour barrier

Extension to St Peters Church

PB Ridge liner trim flashings

Timber

3

50 x 150 plate

6

ST

Revision

9

5 2mm aluminium drip flashing butt straps secured using bulb tite rivets

B 09.01.09 Amended detail R1 A 11.01.08 Additional notes Rev Date

Painted surface by Duplus

profile Black plastic end filler

Flashing chased into brickwork

This detail is a variation on the Kalzip Standard Details Drawing no: RDS-A-0-04

200

This detail is a variation on the Kalzip Standard Details Drawing no: RDS-A-1-04 & the Duplus Standard Details Drawing no: 5.1 AL/100 Ensure that steelwork outriggers are wrapped with insulation to reduce cold bridge. Stated calculation results are dependent Ensure undercloak continues on components being as shown to to full extend of the glazing

Window to spec. L10/330 For details see drawing no: A/601/C/63

200

.

.

Roof purlins & structure

Roof purlins & structure

. Kalzip THERMAL INSULATION. Kalzip Insulation

. 4

.

This detail is a variation on the Kalzip Standard Details Drawing no: RDS-A-2-08

Profiled foam filler sealed top & bottom

1

Client

St Peters Church

2

hold down straps

Single skin aluminium or membrane lined gutter

Harold Wood

Roof purlins / rafters

Cad File

Scale

Drawn By / D a t e

Mac 7 601

1: 5

ST/18.12.07

Checked By / Date

Title

Ensure that the V.C.L. is adequately sealed using correct sealants prior to laying insulants.

Ensure that the V.C.L. is adequately sealed using correct sealants prior to laying insulants.

100

NOTE.

NOTE. For minimum and maximum overhangs of Kalzip sheet from the ridge ST Clip refer to STD-1-01A.

Pay particular attention to sealing around steel. Refer to drawings STD - 2 - 01 & 02 for Kalzip eaves fixing, thermal movement, eaves folding, and drip angle fixing details.

Roof Details 01 D r a w i n g N o.

A/601/C/74 Underside of plasterboard ceiling

Suspended ceiling

R e v N o.

B

Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work.

5 4

150

7

DETAIL R6

Kalzip profiled wall cladding

Dabs to fix plaster board

3

DETAIL R8

This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

This detail is a variation on the Kalzip Standard Details Drawing no: RDS-A-3-03 374

This detail is a variation on the Duplus Standard Details Drawing no: 5.12 AL/100 & 5.1 AL/100 This detail is a variation on the Kalzip Standard Details Drawing no: RDS-A-2-03

Verge flashing

NOTES

SYSTEM SPECIFICATION. Kalzip LINER SHEET . Kalzip LinerTR 35/200S ( Finish Colour etc. TBC.) . . 2. Kalzip VAPOUR CONTROL LAYER (V.C.L) . Kalzip VCL sealed at laps with Kalzip sealant tape

1

. 3 STL HALTER CLIPS . STL 190 with TK15 Thermal Barrier Pad for roof. STL 140 with TK15 Thermal Barrier Pad for walls. .

Angle bracket

Profile fillers sealed top anb bottom with strip sealant

1 10

Timber battens to support gutter at 400 centres

150

2

.

. 4 Kalzip THERMAL INSULATION. . Kalzip Insulation .

. . 5 ..

100

Suitable fixings

.

6

Suitable curb determined by others

. . . . 7 . .

TOP SHEET. .Kalzip 65/400 profile Finish as specification

50x50 timber battens 400mm centres

59

Silicone mastic sealant Timber to fix plaster board

GUTTER SYSTEM. Aluminium single skin eaves gutter supported off straps at max 600mm c/cs. Straps bolted to galvanised steel support angle fixed to spacer rail and ST clips. EAVES COMPONENTS. Extruded aluminium eaves drip angle riveted to sheets at max 400mm c/cs c/w profiled foam filler block.

8

RIDGE COMPONENTS. Kalzip ridge closures c/w foam filler block, 'Z' retainer bar as necessary, & pan of sheet turned up.

9

RIDGE FLASHING. Ridge flashing (Finish Colour etc. TBC)

940

10 GUTTER SYSTEM.

Kalzip ADL2 Membrane Lined Gutter System Membrane - 1.2mm Sarna Top Skin - 0.6mm Galvanised Steel Thermal Break - 1.0mm Plastic Insulation - 87mm Polyisocyanurate Soffit - 1.6mm Galvanised Steel or White Enamel

Isolation tape is required between aluminium and alkali bearing materials - eg. mortar. Painted surface

Stated calculation results are dependent on components being as shown

Ensure undercloak continues to to full extend of the glazing profile

DETAIL R7

Black plastic end filler

This detail is a variation on the Kalzip Standard Details Drawing no: RDS-A-0-04 & the Duplus Standard Details Drawing no: 5.1 AL/100 Flashing chased into brickwork

Painted surface

Folded aluminium sheet fixed between each glazing bar

max. 100

Ensure undercloak continues to to full extend of the glazing profile Black plastic end filler

2mm aluminium drip flashing butt straps secured using bulb tite rivets

Folded aluminium by Kalzip

150

Suitable curb determined by others

9

Angle bracket Suitable fixings

Rafters to continue past laterals and silicone seal fillet applied to prevent air leakage

2mm aluminium drip flashing butt straps secured using bulb tite rivets

Ridge liner trim flashings

Suitable curb determined by others B 30.01.08 A 11.01.08

10

Rev Date

Timber battens to support gutter at 400 centres

Rafters to continue past laterals and silicone seal fillet applied to prevent air leakage Fixed point Refer to drawing no's: TIS-05-01 & 02

Additional notes & Minor detail changes Additional notes & Duplus glazing to detail R9 Revision

ST ST Drawn By

150

Suitable fixings

Silicone mastic sealant

534

Silicone mastic sealant Angle bracket

Folded aluminium sheet fixed between each glazing bar

374

59

8 Ply 400 centres

Inkpen Downie Architecture & Design Ltd 2 Balkerne House

4

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

5

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

max.100

Drawing Status

FOR INFORMATION Project

Extension to St Peters Church

Ridge liner trim flashings

3

Profiled foam filler sealed top & bottom

Silicone mastic sealant

940

Harold Wood Client

St Peters Church

2

50

1

Roof purlins & structure

NOTE. For minimum and maximum overhangs of Kalzip sheet from the ridge ST Clip refer to STD-1-01A. Ensure that the V.C.L. is adequately sealed using correct sealants prior to laying insulants.

Cad File

Scale

Drawn By / D a t e

Mac 7 601

1: 5

ST/18.12.07

Checked By / Date

Title

DETAIL R9

This detail is a variation on the Kalzip Standard Details Drawing no: RDS-A-0-04 & the Duplus Standard Details Drawing no: 5.1 AL/100

Roof Details 02 01 D r a w i n g N o.

A/601/C/74 A/601/C/75

R e v N o.

B

Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


13

DETAIL R10

SYSTEM SPECIFICATION.

This detail is a variation on the Kalzip Standard Details Drawing no: RDS-A-1-12 & RDS-A-2-03

3

Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work.

Verge offset 303

This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

12

Kalzip LINER SHEET Kalzip LinerTR 35/200S ( Finish Colour etc. TBC.) . 2. Kalzip VAPOUR CONTROL LAYER (V.C.L) . Kalzip VCL sealed at laps with Kalzip sealant tape 1 . .

Manufacturer's specialist detail

Kalzip profiled wall cladding

7

NOTES

.

5

.

3

3

4

.

. 4 . . . 5 .. .

. STL HALTER CLIPS STL 190 with TK15 Thermal Barrier Pad for roof. STL 140 with TK15 Thermal Barrier Pad for walls. . Kalzip THERMAL INSULATION. Kalzip Insulation TOP SHEET. .Kalzip 65/400 profile Finish as specification

1 2

. .

11

.

Composite insulated membrane lined gutter

7

EAVES COMPONENTS. Extruded aluminium eaves drip angle riveted to sheets at max 400mm c/cs c/w profiled foam filler block.

.

1

Kalzip profiled wall cladding

Straps bolted to galvanised steel support angle fixed to spacer rail and ST clips.

.

2

4

GUTTER SYSTEM. Aluminium single skin eaves gutter supported off straps at max 600mm c/cs.

6

. 8

RIDGE COMPONENTS. Kalzip ridge closures c/w foam filler block, 'Z' retainer bar as necessary, & pan of sheet turned up.

9

RIDGE FLASHING. Ridge flashing (Finish Colour etc. TBC)

DETAIL R15

This detail is a variation on the Kalzip Standard Details Drawing no: RDS-A-2-04 & RDS-A-2-03

'Z' Purlins by others

This detail is a variation on the Duplus Standard Details Drawing no: 5.16 AL/100

50x50 timber battens 400mm centres

10 GUTTER SYSTEM.

Kalzip ADL2 Membrane Lined Gutter System Membrane - 1.2mm Sarna Top Skin - 0.6mm Galvanised Steel Thermal Break - 1.0mm Plastic Insulation - 87mm Polyisocyanurate Soffit - 1.6mm Galvanised Steel or White Enamel

13

12

11 GUTTER SYSTEM.

Kalzip L2 Membrane Lined Gutter System Membrane - 1.2mm Sarna Top Skin - 0.6mm Galvanised Steel Thermal Break - 1.0mm Plastic Insulation - 87mm Polyisocyanurate Soffit - 1.6mm Galvanised Steel or White Enamel

Profiled foam filler sealed top & bottom

12

VERGE COMPONENTS. Kalzip verge channel, gable hook, & tolerance clip extrusions.

13

VERGE FLASHING. Verge flashing (Finish Colour etc. TBC)

Silicone mastic sealant Verge liner trim flashings

50x50 timber battens 400mm centres Glazing

Insulated 2mm aluminium

Wall V.C.L. sealed to roof V.C.L.

Silicone mastic sealant

50x100 timber batten

Duplus profile Isolation tape required between aluminium and alkali-bearing materials - mortar

PLAN DETAIL 1:5

Kalzip VCL fully sealed to brickwork

DETAIL R16

Apron flashing chased into brickwork by others

Kalzip Vapour Control

This detail is a variation on the Duplus Standard Details Drawing no: 5.14 AL/100

A 11.01.08

Layer clamped and sealed

Rev Date

to wall using retention Flashing support as necessary

Verge offset 207

5

13

and screws.

13

13 Lead flashing by others

4

3

ST Drawn By

bars, fastened with plugs

100

12

Additional notes & coping detail change Revision

3

12

12

Inkpen Downie Architecture & Design Ltd 2 Balkerne House

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

Drawing Status

FOR INFORMATION Project

butyl seal

Extension to St Peters Church 1

Verge liner trim flashings

Harold Wood

2 Internal flashing to be sealed to brickwork

1 4

1 2

4

Client

2

St Peters Church

'Z' Purlins by others

NOTE. Ensure that the V.C.L. is adequately sealed using correct sealants prior to laying insulants.

DETAIL R11

This detail is a variation on the Kalzip Standard Details Drawing no: RDS-A-2-04

DETAIL R12

This detail is a variation on the Kalzip Standard Details Drawing no: RDS-A-2-01

DETAIL R13

This detail is a variation on the Kalzip Standard Details Drawing no: RDS-A-2-03 & the Duplus Standard Details Drawing no: 5.16 AL/100

DETAIL R14

This detail is a variation on the Duplus Standard Details Drawing no: 5.16 AL/100

Cad File

Scale

Drawn By / D a t e

Mac 7 601

1: 5

ST/18.12.07

Checked By / Date

Title

Roof Details 03 01 D r a w i n g N o.

A/601/C/74 A/601/C/76

R e v N o.

A

Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work. This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

NOTES

DETAIL R17

SYSTEM SPECIFICATION. Kalzip LINER SHEET . Kalzip LinerTR 35/200S ( Finish Colour etc. TBC.) . . 2. Kalzip VAPOUR CONTROL LAYER (V.C.L) . Kalzip VCL sealed at laps with Kalzip sealant tape 1

This detail is a variation on the Kalzip Standard Details Drawing no: RDS-A-2-01

R18

. .

Catnic arched lintel

3 .

DETAIL R18

. 4

This detail is a variation on the Kalzip Standard Details Drawing no: RDS-A-3-03

. . . 5 ..

Stepped lead flashing by main contractor

.

5

6 .

Cavity tray to follow the line of flashing

4

.

3

.

7

.

Aluminium flashing by roofing contractor

7

374

. .

Lead flashing

. Kalzip THERMAL INSULATION. Kalzip Insulation TOP SHEET. .Kalzip 65/400 profile Finish as specification GUTTER SYSTEM. Aluminium single skin eaves gutter supported off straps at max 600mm c/cs. Straps bolted to galvanised steel support angle fixed to spacer rail and ST clips. EAVES COMPONENTS. Extruded aluminium eaves drip angle riveted to sheets at max 400mm c/cs c/w profiled foam filler block.

8

RIDGE COMPONENTS. Kalzip ridge closures c/w foam filler block, 'Z' retainer bar as necessary, & pan of sheet turned up.

9

RIDGE FLASHING. Ridge flashing (Finish Colour etc. TBC)

10 GUTTER SYSTEM. 100 100

2 Over-flow weir

Profile fillers sealed top anb bottom with strip sealant

Stainless steel outlet

R19

Spigot to be made as integral component of gutter

Over-flow weir Ă&#x2DC; 200

1

R19

R19

200

R19

10

Kalzip ADL2 Membrane Lined Gutter System Membrane - 1.2mm Sarna Top Skin - 0.6mm Galvanised Steel Thermal Break - 1.0mm Plastic Insulation - 87mm Polyisocyanurate Soffit - 1.6mm Galvanised Steel or White Enamel

10 150

Welded steel over-flow

. STL HALTER CLIPS STL 190 with TK15 Thermal Barrier Pad for roof. STL 140 with TK15 Thermal Barrier Pad for walls.

4q fall

Stainless steel unequal angle bearing on either side of opening

Allow for trimming on site.

50x50 timber battens 400mm centres

50

150

insulation Silicone mastic sealant

Welded plate See engineers details

G/W02 For window details see drawing no: A/601/C/63

Silicone mastic sealant

Steel beam

Padstone

R18

Internal down-pipe by structural engineer. Manufactured integral structural column in stainless steel. Secure at bottom of structural column to allow for lateral movement.

940

A 14.01.08 Rev Date

Additional notes

ST

Revision

Drawn By

705

Inkpen Downie Architecture & Design Ltd 2 Balkerne House

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

Drawing Status

FOR INFORMATION

DETAIL R19

Rain water pipe

Project

Extension to St Peters Church Harold Wood Slot cut on steel column

Silicone mastic sealant

Client

Structural engineers detail

Over-flow weir

300

DETAIL R20

St Peters Church Cad File

Scale

Drawn By / D a t e

Mac 7 601

1: 5

ST/18.12.07

Checked By / Date

Title

01 Roof Details 04 Stainless steel outlet 4q fall

Silicone mastic sealant

10

253

100

D r a w i n g N o.

200

253

705

10

A/601/C/77 A/601/C/74

R e v N o.

A

Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.

Welded steel over flow


Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work.

DETAIL R21

This detail is a variation on the Bauder Standard Details Drawing no: E03A(I)

DETAIL R22

NEW COPING STONE ON SUITABLE MORTAR BED TO CLIENTS SPECIFICATION

SOLAR FRAME (TBC) MASTIC SEAL AROUND THE BOLT

UPSTAND 100mm

50

This detail is a variation on the Bauder Standard Details Drawing no: C08A

CAVITY BRIDGE MECHANICALLY FIXED TO BRICKWORK TIMBER PLATE IS TO BE 10MM THINNER THAN ABUTTING INSULATION X 150MM WIDE

100

300mm MIN

100 20

DRIP BATTEN

UPSTANDS FOR SOLAR PANELS

150

22

PLY DIMINISHING TIMBER (thickness varies)

TIMBER JOIST

DETAIL R37

GUTTER TO SPEC. R10/350

BAUDERTEC KSA DUO UNDERLAYER

22

175

BAUDER PIR INSULATION LAID TO FALL

INSULATION 100mm

50

BAUDER K5K CAPPING SHEET FORMING WELTED DRIP

BAUDER PIR 30MM INSULATION

BAUDERTEC KSA DUO UNDERLAYER

15

BAUDER K5K CAPPING SHEET

BAUDER INSULATED UPSTAND SUPPORT & SUITABLE FIXINGS

3NO OER UPSTAND M12 TREADED ROD

This detail is a variation on the Bauder Standard Details

BAUDERTHERM DS1 DUO VAPOUR BARRIER

DECK (BY OTHERS)

BAUDERTHERM DS1 DUO VAPOUR BARRIER

12.5

PLASTER BOARD

BAUDER PIR INSULATION LAID TO FALL

BAUDER PIR ANGLE FILLET

NOTES

BAUDER K5K CAPPING SHEET BAUDERTEC KSA DUO UNDERLAYER

BAUDER K5K CAPPING SHEET

This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

FASCIA BOARD

DECK (BY OTHERS)

EDGE DETAIL WITH WELTED DRIP TO EXTERNAL GUTTER

INSULATED UPSTAND DETAIL (NEW COPING TO CAVITY WALL) DOOR

CILL

150mm MIN

LEAD FLASHING TO BE LEAD PLUGGED TO HOLD FLASHING, PLUGS TO BE FIXED AT 300MM CENTRES, CHASE & FLASHING TO BE POINTED IN BAUDER SEALANT

BAUDER INSULATED UPSTAND SUPPORT & SUITABLE FIXINGS

TIMBER OR BRICKWORK PACKER FIXED TO UPSTAND TO ACHIEVE 150MM MIN HEIGHT ABOVE THE LEVEL OF THE NEW WATERPROOFING

BAUDER K5K CAPPING SHEET

BAUDERTEC KSA DUO UNDERLAYER

CAVITY TRAY IF PRESENT MUST BE SITUATED ABOVE LEAD FLASHING

300mm MIN

300mm MIN

BAUDER PIR INSULATION LAID TO FALL

BAUDER INSULATED UPSTAND SUPPORT & SUITABLE FIXINGS

BAUDER INSULATED UPSTAND SUPPORT & SUITABLE FIXINGS

BAUDER PIR 30MM INSULATION

BAUDER K5K CAPPING SHEET

BAUDER PIR 30MM INSULATION

LEAD FLASHING TO BE LEAD PLUGGED TO HOLD FLASHING, PLUGS TO BE FIXED AT 300MM CENTRES, CHASE & FLASHING TO BE POINTED IN BAUDER SEALANT

LEAD FLASHING TO BE LEAD PLUGGED TO HOLD FLASHING, PLUGS TO BE FIXED AT 300MM CENTRES, CHASE & FLASHING TO BE POINTED IN BAUDER SEALANT

BAUDERTEC KSA DUO UNDERLAYER

BAUDER PIR ANGLE FILLET

BAUDER PIR 30MM INSULATION

BAUDER K5K CAPPING SHEET

BAUDERTHERM DS1 DUO VAPOUR BARRIER

DECK (BY OTHERS)

BAUDERTEC KSA DUO UNDERLAYER

UPSTAND DETAIL (INSULATED) TO RAISED DOOR CILL

DETAIL R26

BAUDER PIR INSULATION LAID TO FALL

BAUDER PIR INSULATION LAID TO FALL

This detail is a variation on the Bauder Standard Details Drawing no: A12A(I)

C 29.12.08 B 14.11.08 A 06.02.08 Rev Date

BAUDERTHERM DS1 DUO VAPOUR BARRIER

TIMBER DECK (BY OTHERS)

BAUDERTHERM DS1 DUO VAPOUR BARRIER

UPSTAND DETAIL TO EXISTING BRICK WALL

DETAIL R24

This detail is a variation on the Bauder Standard Details Drawing no: A02A(I)

This detail is a variation on the Bauder Standard Details Drawing no: A01A(I)

Revision

Drawn By

HANDRAIL MECHANICALLY FIXED TO DECK OR SUPPORT STRUCTURE

UPSTAND DETAIL TO BRICKWORK (INSULATED CAVITY WALL)

DETAIL R23

ST ST ST

TIMBER DECK (BY OTHERS)

Inkpen Downie Architecture & Design Ltd 2 Balkerne House

FULLY WELDED COVER FLASHING

BAUDER K5K CAPPING SHEET

150MM MIN

BAUDERTEC KSA DUO UNDERLAYER CODE 4 LEAD FLASHING

BAUDERTEC KSA DUO UNDERLAYER

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

FULLY WELDED COVER FLASHING BY DUCT MANIFACTURER 150MM MIN

BAUDER PIR ANGLE FILLET

BAUDER PIR ANGLE FILLET

Additional Detail R38 Additional Detail R37 Additional notes

BAUDER K5K CAPPING SHEET

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

Drawing Status

FOR INFORMATION Project

ACCESS HATCH

Extension to St Peters Church Harold Wood

150mm MIN

150mm MIN

Client

BAUDER K5K CAPPING SHEET

BAUDER PIR INSULATION LAID TO FALL

BAUDERTEC KSA DUO UNDERLAYER

BAUDERTHERM DS1 DUO VAPOUR BARRIER

DECK (BY OTHERS)

BAUDER PIR INSULATION

DECK (BY OTHERS)

BAUDERTHERM DS1 DUO VAPOUR BARRIER

DETAIL TO COLD PIPE (OVER 100MM DIAMETER)

BAUDER PIR INSULATION LAID TO FALL 1.8mm ALUMINUM CURB

DETAIL R38 PROVIDE TIMBER NOGGINS TO ROOF STRUCTURE TO SUPPORT POSTS

This detail is a variation on the Bauder Standard Details Drawing no: K14A

St Peters Church Cad File

Scale

Drawn By / D a t e

Mac 7 601

1: 5

ST/18.12.07

Checked By / Date

Title

01 Roof Details 05

NEW FIXED HANDRAIL DETAIL DOMES TO ROOF STRUCTURE APPROPRIATE FIXINGS USED TO SECURE

DETAIL R25

This detail is a variation on the Duplus Domes Standard Details Drawing no: 09 & Bauder Standard Details Drawing no: B04A

BAUDER PIR ANGLE FILLET

DETAIL TO ACCESS HATCH

BAUDERTHERM DS1 DUO VAPOUR BARRIER

DECK (BY OTHERS)

DETAIL R27

This detail is a variation on the Bauder Standard Details Drawing no: N05A

D r a w i n g N o.

A/601/C/78 A/601/C/74

R e v N o.

C

Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work. This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

multiple of 434

Equal

DETAIL R1B

Equal

Centre to window

read in conjunction with Detail R1 Drawing 74

read in conjunction with Detail R1 Drawing 74 434

NOTES

DETAIL R1A

68

mastic seal between pb and ali roof glazing rigid insulation

vapour barrier. Leave over length and wrap over ply cheeks

Rafter

18mm ply lining packed off rafter and joists and lined with plaster bodrd and plastered

50 x 150 plate hold down straps

Ceiling joist

P B Ceiling

Existing roof cover

Airtrak-LB Layboard Ventilator

DETAIL R34

E D C B A

Bauder Thermofol System J 42 on 18mm ply to specification

Rev Date

size of unit = C X D

DETAIL R33

09.01.13 09.01.09 01.10.08 05.02.08 28.01.08

Added detail of plinth for Nuaire unit Added detail of level level roof glazed and aluminium Omitted dorma details & Change lead roof to Bauder Brick inner leaf changed to block General detail changes Revision

JI JI JI ST ST

Drawn By

See manufacturers literature NUAIRE UNIT

53

This detail is a variation on the Duplus Standard Details Drawing no: 5.12 AL/100

120 X 44 S/W F SIZE SCREWED AND PLUGGED TO TOP OF BRICK WORK

BAUDER PIR 30MM INSULATION

22

Inkpen Downie Architecture & Design Ltd BAUDER PIR 30MM INSULATION

164

Existing roof structure

BAUDER K5K CAPPING SHEET

18

200

Ventilated cold roof

2 Balkerne House BAUDERTEC KSA DUO UNDERLAYER

LAY INSULATION WITHIN BRICK UPSTAND

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

Drawing Status

FOR INFORMATION

Ventilated cold roof

200

Airtrak-RV Roof Void Ventilator

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

BAUDER PIR INSULATION LAID TO FALL

Project

Extension to St Peters Church Lead flashing

Harold Wood Rigid insulation laid on existing rafters

BAUDER PIR ANGLE FILLET

BAUDERTHERM DS1 DUO VAPOUR BARRIER

EXISTING CONCRETE ROOF

UPSTAND DETAIL TO BRICKWORK BRICK UPSTAND TO FORM PLINTH FOR NUAIRE UNIT OVER EXISTING FLAT ROOF ABOVE GF 18 29 & 30

Client

St Peters Church Cad File

Scale

Drawn By / D a t e

Mac 7 601

1: 5

ST/18.12.07

Checked By / Date

Title

01 Roof Details 06

DETAIL R24A

D r a w i n g N o.

R e v N o.

for detail to duct penetrations see drawing A/601/C/78 DETAIL R38

A/601/C/74 A/601/C/79

E

Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


COPING STONES

Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work.

5

Coping over grid line N

This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

1 site dim

1

1

764 447

1

764

1

5

764

NOTES

All precast to spec. F31

764

5

699

1

699

1

Coping over grid line B

657

1

355

657

1011

699

1

355

657

1011

Coping over grid line D 4145

699

1

355

657

1011

Coping over grid line J

For details of the stone thresholds for G/D26A & G/D27A see Drawing no: A/601/C/61, Detail nos: 18, 19, 20.

355 1011

Coping over grid line P Coping over grid line 4C 4a

355

Coping between grid lines 1 & 02 & H & L

4500

443

1

5

7

site dim

4a

536

1

HEALTH & SAFETY Contractor to determine length of all precast units taking into account section sizes to enable safe lifting and installation of items

4

5

Coping over grid line B

5

6213

Coping over grid line F

1a

5

1b Coping over grid line N

Coping between grid lines 1 & 02 & M & N 355

1b Ancon Clark YTB 60mm stainless steel tie to spec. F31/114. 2 ties per unit.

Ancon Clark YTB 60mm stainless steel tie to spec. F31/114. 2 ties per unit.

536

1

Stone coping

300

10 10 10

175

345 15

140

175

Stone coping

Ancon Clark YTB 60mm stainless steel tie to spec. F31/114. 2 ties per unit. Stone coping

325 15

280

10 10 10

300 15

255

10 10 10

140

1

175

5335

140

4980

1a

4

DPC

DPC

Coping over grid line J

DPC

E 17.10.08

DETAIL 1

DETAIL 1a

DETAIL 1b

SCALE 1:5

SCALE 1:5

SCALE 1:5

D C B A

03.10.08 01.10.08 29.02.08 28.01.08

Rev Date

4980

355

Dimension change above entrance door & notes addedST & additional details 1a, 1b, 4a & additional coping elevs Dimension change above entrance door ST Additional details & Dimension changes ST Amendments on notes ST G/W01 stone detail size change ST Revision

Drawn By

Inkpen Downie Architecture & Design Ltd

5335

2 Balkerne House

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

4

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

Drawing Status

510

FOR INFORMATION

1

Project

Extension to St Peters Church

4

620

Ancon Clark YTB 60mm stainless steel tie to spec. F31/114. 2 ties per unit.

3

Harold Wood

Stone coping 345

Client

St Peters Church

360

300

10 10 10

115

150

15

75

25 75

25

345

1 Coping between grid lines 1 & 2 & N & P

Cad File

Scale

Drawn By / D a t e

Mac 7 601

1:20 & 1:5

ST/24.01.08

Checked By / Date

Title DPC

DETAIL 4

DETAIL 4a

DETAIL 5

SCALE 1:5

SCALE 1:5

SCALE 1:5

Stonework Details 01 D r a w i n g N o.

6278

355

A/601/C/82

R e v N o.

E

Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work.

7

This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

NOTES 1135

1135

1247.5

1135

All precast to spec. F31 For details of the stone thresholds for G/D26A & G/D27A see Drawing no: A/601/C/61, Detail nos: 18, 19, 20.

1135

7

8

Buggy Park Grills Elevation 1:20

Mild steel trellis made up using 25 x 38 mm rectagular hollow sections welded construction Fixed top and bottom @ min 600mm centres. Galvanised and paint finished.

8

A

A

178

9

50

48

141

DETAIL 7

Cavity Brick / Block wall to spec. F10/110&250

these dims must be confirmed by the contractor from the site after setting out

2

204

Cavity Brick / Block wall to spec. F10/110&250

Existing wall line

SCALE 1:5 1304 100

15

1204

11

SECTION ON AA

DETAIL 2

steel and plate

472 440

203

675

SCALE 1:5 Stone

R

100

955

COPING SILLS TO TOP of ENTRANCE TOWER read in conjunctIon with drawIng A/601/C/43

Stone

249

4 66

R 664

2

G/W01 Arch shaped lintel

C 17.10.08 B 01.10.08 A 04.02.08 Rev Date

Buggy park grill heads & cills dimensions changed Details changed Additional notes & details Revision

ST ST ST Drawn By

For window details see drawing no.A/601/C/63

DETAIL 8 SCALE 1:5 158

Inkpen Downie Architecture & Design Ltd

193

16 6

Cavity Brick / Block wall to spec. F10/110&250

DETAIL 3 SCALE 1:5

Balkerne Passage

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

Drawing Status

FOR INFORMATION

160

138

2 Balkerne House

Tel 01206 577 244 arch@inkpendownie.co.uk

Project

351

365

3

Extension to St Peters Church

Stone

break into sections contractor determine the lenght of the sections as required for lifting & installation.

Brick wall line

Harold Wood Client

5275 2807.5

St Peters Church

2467.5

Cad File

Scale

Drawn By / D a t e

Mac 7 601

1:20 & 1:5

ST/24.01.08

Checked By / Date

Title

327.5

2260

3

220

G/W03

220

2147.5

100

For window details see drawing no.A/601/C/63

Stonework Details 02

G/D01 D r a w i n g N o.

A/601/C/83

R e v N o.

C

Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


D o not sca le di mens ions off dra wings. Use w rit ten or ca lcu lated d imensions. The con tractor i s respons ible for checking a ll dimensions be fo re ordering or star ting work. T his draw ing has been produced for the c lient for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g i s not intended for use by any o the r person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. I nkpen Do wnie Architecture &Des ign accept no liabi lity w hatsoever if this draw ing is used by any o the r person o r f o r a n y o t h e r p u r p o s e.

NOTES

P stop bead

a

b

225mm

c

450mm

d

225mm

e

225mm

f

10mm

For brickwork connections to steel columns use frame cramps Ancon type PPV, min 100mm embedment, 450mm vertical centres. Most cases 125mm cramp will be sufficient.

80

100

450mm

102

e

140

Cross ties @ vertical centres

a

f d

10

d

b

Debonding sleeve to be installed with a f gap at the end to allow expansion Length of debonding ties to be b Debonding ties @ vertical centres.

c

Distance between the ties and the vertical movement joint to be d Rev Date

Revision

Drawn By

Length of wall ties to be e

VERTICAL MOVEMENT JOINT DETAIL SCALE 1:5

Inkpen Downie Architecture & Design Ltd 2 Balkerne House Tel

Balkerne Passage

01206 577 244

Colchester Fax

arch@inkpendownie.co.uk

CO1 1PA

01206 563 377

www.inkpendownie.co.uk

Draw ing S ta tus

FOR INFORMATION Project

Extension to St Peters Church

Client

St Peters Church

TYPICAL LAYOUT OF THE WALL TIES FOR THE VERTICAL MOVEMENT JOINT INDICATING MAX SPACING (NOT TO SCALE)

Cad File Mac 7 601

Scale 1:5

Drawn By / D a t e ST 09 Oct 08

Checked By / Date JI 09 Oct 08

Tit le

Movement Joints Detail

D r a w i n g N o.

R e v N o.

A/601/C/85 Co p yri ght re se r ve d b y In kp en D ow ni e A r chit ect ur e & De si gn. Thi s dr awi ng s hal l not be re pr odu c ed o r u s ed w itho ut p ri or pe r mi s sio n of th e p art ne rs hi p.


D o not sca le di mens ions off dra wings. Use w rit ten or ca lcu lated d imensions. The con tractor i s respons ible for checking a ll dimensions be fo re ordering or star ting work. T his draw ing has been produced for the c lient for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g i s not intended for use by any o the r person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. I nkpen Do wnie Architecture &Des ign accept no liabi lity w hatsoever if this draw ing is used by any o the r person o r f o r a n y o t h e r p u r p o s e.

NOTES

FENCING POST

TIMBER PANEL

CONCRETE FENCING PANELS

PLAN TOPPINGS

365

SECTION

NEIGHBOURS SIDE

Rev Date

Revision

Drawn By

Inkpen Downie Architecture & Design Ltd 2 Balkerne House Tel

Balkerne Passage

01206 577 244

Colchester Fax

arch@inkpendownie.co.uk

CO1 1PA

01206 563 377

www.inkpendownie.co.uk

Draw ing S ta tus

FOR INFORMATION Project

Extension to St Peters Church

500X500X500

MASS CONCRETE

MINIMUM EMBEDMENT OF POST INTO CONCRETE TO BE 400MM

400

SUB GRADE

VARIES IN DIMENSION

CONCRETE TO BE THE SAME TYPE AS USED FOR THE NEW FOOTINGS I.E FND2.

Client

St Peters Church Cad File Mac 7 601

Scale 1:5

Drawn By / D a t e ST 09 Oct 08

Checked By / Date JI 09 Oct 08

Tit le

Retaining wall to North Boundary

D r a w i n g N o.

R e v N o.

A/601/C/86 Co p yri ght re se r ve d b y In kp en D ow ni e A r chit ect ur e & De si gn. Thi s dr awi ng s hal l not be re pr odu c ed o r u s ed w itho ut p ri or pe r mi s sio n of th e p art ne rs hi p.


D o not sca le di mens ions off dra wings. Use w rit ten or ca lcu lated d imensions. The con tractor i s respons ible for checking a ll dimensions be fo re ordering or star ting work. T his draw ing has been produced for the c lient for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g i s not intended for use by any o the r person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. I nkpen Do wnie Architecture &Des ign accept no liabi lity w hatsoever if this draw ing is used by any o the r person o r f o r a n y o t h e r p u r p o s e.

Plus insulation and ties as your detail

NOTES

dpc cavity tray

sheet seal 226 double drain

seal around pipe

flexi seal

flexi seal dpc sheet seal 226 dpm

primer applied to masonary where sheet seal is to be applied flexi seal sheet seal 226 Rev Date

dpm

dpc

Revision

Drawn By

sheet seal 226

Inkpen Downie Architecture & Design Ltd 2 Balkerne House Tel

Balkerne Passage

01206 577 244

Colchester Fax

arch@inkpendownie.co.uk

CO1 1PA

01206 563 377

www.inkpendownie.co.uk

Draw ing S ta tus

FOR INFORMATION Project

Extension to St Peters Church

Client

St Peters Church Cad File Mac 7 601

Scale 1:5

Drawn By / D a t e ST 09 Oct 08

Checked By / Date JI 09 Oct 08

Tit le

Tanking Details

D r a w i n g N o.

R e v N o.

A/601/C/87 Co p yri ght re se r ve d b y In kp en D ow ni e A r chit ect ur e & De si gn. Thi s dr awi ng s hal l not be re pr odu c ed o r u s ed w itho ut p ri or pe r mi s sio n of th e p art ne rs hi p.


Debonding wall tie Ancon Clarke type PPV fixec direct to wind post

g

P stop bead

D o not sca le di mens ions off dra wings. Use w rit ten or ca lcu lated d imensions. The con tractor i s respons ible for checking a ll dimensions be fo re ordering or star ting work.

Cross ties @ vertical centres

T his draw ing has been produced for the c lient for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g i s not intended for use by any o the r person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. I nkpen Do wnie Architecture &Des ign accept no liabi lity w hatsoever if this draw ing is used by any o the r person o r f o r a n y o t h e r p u r p o s e.

a

wind post to Engineers specification

102

e

60

100

NOTES

f d

10

d

b

Debonding sleeve to be installed with a f gap at the end to allow expansion Length of debonding ties to be b Debonding ties @ vertical centres.

a

450mm

b

225mm

c

450mm

d

225mm

e

200mm

f

10mm

g

125mm

c

Distance between the ties and the vertical movement joint to be d Length of wall ties to be e

Rev Date

Revision

Drawn By

Inkpen Downie Architecture & Design Ltd 2 Balkerne House Tel

Balkerne Passage

01206 577 244

Colchester Fax

arch@inkpendownie.co.uk

CO1 1PA

01206 563 377

www.inkpendownie.co.uk

Draw ing S ta tus

FOR INFORMATION Project

Extension to St Peters Church

Client

St Peters Church Cad File Mac 7 601

Scale 1:5

Drawn By / D a t e ST 09 Oct 08

Checked By / Date JI 09 Oct 08

Tit le

Wind Post connection to Corridor wall

D r a w i n g N o.

wind post

R e v N o.

A/601/C/88 Co p yri ght re se r ve d b y In kp en D ow ni e A r chit ect ur e & De si gn. Thi s dr awi ng s hal l not be re pr odu c ed o r u s ed w itho ut p ri or pe r mi s sio n of th e p art ne rs hi p.


D o not sca le di mens ions off dra wings. Use w rit ten or ca lcu lated d imensions. The con tractor i s respons ible for checking a ll dimensions be fo re ordering or star ting work. T his draw ing has been produced for the c lient for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g i s not intended for use by any o the r person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. I nkpen Do wnie Architecture &Des ign accept no liabi lity w hatsoever if this draw ing is used by any o the r person o r f o r a n y o t h e r p u r p o s e.

NOTES

concrtete infil by MC

PLAN SECTION

flexi seal or similar.

screed

insulation cut around column

dpm. overlapped to flexi seal

suspended floor

Rev Date

Revision

Drawn By

concrtete infil by MC Inkpen Downie Architecture & Design Ltd 2 Balkerne House

Paint treatment to steel

Tel

Balkerne Passage

01206 577 244

Colchester Fax

arch@inkpendownie.co.uk

CO1 1PA

01206 563 377

www.inkpendownie.co.uk

Draw ing S ta tus

FOR INFORMATION Project

Extension to St Peters Church

Client

VERTICAL SECTION

St Peters Church Cad File Mac 7 601

Scale 1:5

Drawn By / D a t e ST 09 Oct 08

Checked By / Date JI 09 Oct 08

Tit le

DPC Column Detail

D r a w i n g N o.

R e v N o.

A/601/C/89 Co p yri ght re se r ve d b y In kp en D ow ni e A r chit ect ur e & De si gn. Thi s dr awi ng s hal l not be re pr odu c ed o r u s ed w itho ut p ri or pe r mi s sio n of th e p art ne rs hi p.


D o not sca le di mens ions off dra wings. Use w rit ten or ca lcu lated d imensions. The con tractor i s respons ible for checking a ll dimensions be fo re ordering or star ting work. T his draw ing has been produced for the c lient for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g i s not intended for use by any o the r person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. I nkpen Do wnie Architecture &Des ign accept no liabi lity w hatsoever if this draw ing is used by any o the r person o r f o r a n y o t h e r p u r p o s e.

NOTES

This stone was laid by the Vicar, David Banting, as this church family builds for the gospel to welcome and serve the community in the faith, hope and love of Jesus Christ. 4th March 2009

1 Peter 2.9-10

ELEVATION 1:5

=

=

787.5 to welcome and serve the community in the faith, hope and love of Jesus Christ. 4th March 2009

1 Peter 2.9-10

17.12.08 Wording has changed to 4 rows. Stone size & location changed.

Rev Date

375

This stone was laid by the Vicar, David Banting, as this church family builds for the gospel

A

Revision

Inkpen Downie Architecture & Design Ltd 2 Balkerne House Tel

Balkerne Passage

01206 577 244

Colchester Fax

arch@inkpendownie.co.uk

1275

ST Drawn By

CO1 1PA

01206 563 377

www.inkpendownie.co.uk

Draw ing S ta tus

FOR INFORMATION Project

Extension to St Peters Church

Client

St Peters Church Cad File Mac 7 601

Scale 1:20 / 1:5

Drawn By / D a t e ST/20.11.08

Checked By / Date JI

Tit le

ELEVATION 1:20

FOUNDATION STONE ELEVATION

D r a w i n g N o.

A/601/C/90

R e v N o.

A

Co p yri ght re se r ve d b y In kp en D ow ni e A r chit ect ur e & De si gn. Thi s dr awi ng s hal l not be re pr odu c ed o r u s ed w itho ut p ri or pe r mi s sio n of th e p art ne rs hi p.


Th is dra wing has been p roduced for the cl ient for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the c lient and wil l have a co m men su rate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g i s no t in tended fo r use by any o ther pe rson or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. I nkpen Down ie Arch itecture &Des ign accept no liabi lity whatsoever i f th is d raw ing is used by any other person o r fo r a n y o t h e r p u r p o s e.

NOTES

7037 Dusty Grey

Any other aluminium ventilation grills, such as extracts to toilets to be finished in the same colour.

ON EAST ELEVATION

500

KITCHEN LOUVRES

RAL COLOURS

D o not sca le di mens ions off dra wings. Use w rit ten or ca lcu lated d imensions. The cont rac tor i s responsible for checking a ll dimensions be fo re ordering or start ing work .

7037 Dusty Grey

1000

7037 Dusty Grey

top of plate

1219 top of plate

38.650

38.650

20.00째

ON CROSS SECTION BB

7037 Dusty Grey

35 B 090407 added notes on the detail A 090331 -added detail at 1:10 of louvre

top of plate

37.075

bottom of steel

ST

Revision

Drawn By

100

Rev Date

bottom of steel

36.807

36.807

ON CROSS SECTION BB

Inkpen Downie Architecture & Design Ltd

ON CROSS SECTION CC

2 Balkerne House

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

Draw ing S ta tus

FOR CONSTRUCTION Project

Extension to St Peters Church

150

Harold Wood

1322

DETAIL SCALE 1:10

Client

St Peters Church cill by louvre supplier

292 150

350

Cad File

Mac 7

Scale

Drawn By / D a t e

1:50/1:500

ST/21.11.2008 JI

Checked By / Date

Tit le

overlap by roof supplier or contractor

292

Louvre Locations & Colours

min 150mm upstand by roof supplier 268

VENTILATION DUCT LOUVRES

ATRIUM LOUVRES

ON SOUTH ELEVATION

ON CROSS SECTION JJ

D r a w i n g N o.

A/601/C/91

R e v N o.

B

Co p yri ght re se r ve d b y In kp en D ow ni e A r chit ect ur e & De si gn. Thi s dr awi ng s hal l not be re pr odu c ed o r u s ed w itho ut p ri or pe r mi s sio n of th e p art ne rs hi p.


20

Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work. This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

NOTES

225

1305

225

Welcome one another as Christ has welcomed you, for the glory of God (Romans 15.7) This Centre was dedicated 6 February 2010 by Wallace Benn, the Bishop of Lewes, to bring the good news of Jesus Christ to the people of Harold Wood and beyond

equal

equal

Welcome one another as Christ has welcomed you, for the glory of God (Romans 15.7) This Centre was dedicated 6 February 2010 by Wallace Benn, the Bishop of Lewes, to bring the good news of Jesus Christ to the people of Harold Wood and beyond

225

1305

Stone tablet (scale 1:5)

SECTION (scale 1:25)

250

100

Brass plaque wording to follow

lead roof

5

HW box let into brick work packed as necessary to align. screwed and plugged back to wall with brass plaque fitted to face once artifacts have been placed inside box

B 090910 A 090716 Rev Date

4 no brass screws with 10mm dia flat cover plate of same finish as plaque

Light Fittings

amended scales amended plaque detail and added lights position over door Revision

Drawn By

Inkpen Downie Architecture & Design Ltd 2 Balkerne House

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

450

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

Drawing Status

650

FOR INFORMATION course to existing brick work as high as possible to support floor

Project

Extension to St Peters Church Render to surround to heater to cover mortar joint and be equal all round

Harold Wood

225

G/W30

Client

St Peters Church Heater to finish flush with face of plaster

Bookshop

Lintel

Cad File

Mac 7 601

Scale

Drawn By / D a t e

1:25/1:5/1:2 ST/20.11.08

Checked By / Date

JI/

Title

Tablet and Plaque Render Top of screed

32.055

SECTION (scale 1:25)

Top of structural slab

31.900

Recess for heater unit to be cut into brick work supported by a precast lintel and the whole rendered

Brass memorial plaque (scale 1:2)

D r a w i n g N o.

R e v N o.

A/601/C/92

B

Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


D o not sca le di mens ions off dra wings. Use w rit ten or ca lcu lated d imensions. The cont rac tor i s responsible for checking a ll dimensions be fo re ordering or start ing work .

K

Th is dra wing has been p roduced for the cl ient for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the c lient and wil l have a co m men su rate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g i s no t in tended fo r use by any o ther pe rson or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. I nkpen Down ie Arch itecture &Des ign accept no liabi lity whatsoever i f th is d raw ing is used by any other person o r fo r a n y o t h e r p u r p o s e.

G/D42 G/D44

Lobby FIRE EXIT GF25

Kitchen GF 26

Corridor GF 24

G/D43

A+P

A+P

A

store

A

Corridor GF 40

step step step

G/D45

K

K

G/D64

G/D55

G/D54

CD tape library

Kitchen Store GF 23

Stair 4

NOTES

K

G/D41

Flowers GF 35

Music Store GF 34

G/D46

FIRE EXIT G/D56

step

G/D40

WC 1 GF 22 G/D39

G/D47

G/D38

FIRE EXIT to AIR

G/D34

Female WC GF21

1

Church Place of refuge Refuge

G/D33

F

Male WC GF 20

Lobby GF37

Store? Escape

Entrance GF 38

FIRE EXIT

existing door G/D57

G/D32

G/D58

Corridor GF17

Place of refuge Refuge

Stair 3

FIRE EXIT

G/D62

G/D48

G/D35

2 3

Stair GF19 G/D31A

G/D61

G/D36

Hall GF 27 G/D60

G/D37

G/D31

M

G/D53 G/D49

G/D63

Of8ces GF 30

G/D52

Clergy of8ces GF 31

G/D51

A

Bookshop GF 32

G/D50

Of8ces GF 29

A

Meeting Room GF18

G/D30

M

A

Servery GF 28

K

4

G/D59

G/D 03

G/D29

automatic opening push pads

FIRE EXIT

Overflow at high level

G/D28A

Hub GF02

A+K+C

controls to unlock the main entrance door

G/D28

The Well Hospitality GF 16

Stair 2 GF

G/DO2

C Creche / Play Area 2 GF15

G/D27

Entrance FIREGF01 EXIT to AIR

G/S.F.P 1

Screen 2

FIRE EXIT lift opening size 2130 x 1405

G/DO1

Place of Refuge

FIRE EXIT G/D27A

Screen 1

A

G/DO5

Safe GF04

A

G/DO7A

G/DO6

Buggy Park GF36

C

A

Admin Of8ce GF03

Lobby G/DO7 GF33

Place of Refuge

G/DO8

WC GF05

G/DO9

Stair GF06 FIRE EXIT to AIR

G/DO4

Fire Exit G/D10

Stair 1 GF

Stair GF07 G/D12

Lobby GF39

M

M G/D12A

Meeting Room GFO8

G/D13

C

G/D11

Quiet Room Baby Change GF09

G/S.F.P 1

G/D26A

FIRE EXIT

Safety Gate

G/D14

G/D15

G/D17

G/D18

C

G/D20

Creche/Play Area 1 GF 12

G/D20A

Children Toilets GF10 G/D16

G/D26

Place of Refuge

G/D19

G/D23

Kitchen GF 11

G/D24

G/D21

8

Wet Area GF13

7

G/D22

6

Store GF 14

G/D25

5

Coat Hooks

Rev Date

Ironmongery Master Key System A Admin C Creche A+P Admin + Plant M Meeting K Kitchen SK Seperate keys

Revision

Drawn By

Notes: Doors G/D01 & 02 Main entrance doors assisted opening. That is: the door can be pushed or pulled open in the normal way or it can be opened automatically by manual operation of a push pad. The doors must be able to be opened in the event of an emergency. The doors must be lockable and this lock must be able to be released from Admin Office GF03 and from the Hub GF02 from the position shown.

Inkpen Downie Architecture & Design Ltd 2 Balkerne House

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

Draw ing S ta tus

FOR INFORMATION Project

Extension to St Peters Church Harold Wood Client

St Peters Church Cad File

Mac 7 601

Scale

Drawn By / D a t e

1: 200

ST/Feb 09

Checked By / Date

Tit le

Ground Floor Ironmongery Schedule D r a w i n g N o.

R e v N o.

A/601/C/93 Co p yri ght re se r ve d b y In kp en D ow ni e A r chit ect ur e & De si gn. Thi s dr awi ng s hal l not be re pr odu c ed o r u s ed w itho ut p ri or pe r mi s sio n of th e p art ne rs hi p.


D o not sca le di mens ions off dra wings. Use w rit ten or ca lcu lated d imensions. The cont rac tor i s responsible for checking a ll dimensions be fo re ordering or start ing work .

Place of refuge Refuge

FIRE EXIT FF/D34

Toilet FF29

A+P

FF/D31

FIRE EXIT to AIR

NOTES

FF/D26

FIRE EXIT

11

M

FF/D30

10

Lounge FF27

FF/D29

Stores FF25

FF/D27

Store FF24

9 Stair 4 FF30

Th is dra wing has been p roduced for the cl ient for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the c lient and wil l have a co m men su rate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g i s no t in tended fo r use by any o ther pe rson or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. I nkpen Down ie Arch itecture &Des ign accept no liabi lity whatsoever i f th is d raw ing is used by any other person o r fo r a n y o t h e r p u r p o s e.

FF/D28

FF/D32

FF/D33

Toilet FF28

FF/D25

FF/D24

M Corridor FF18

Kitchen FF26

Church

step

rwp

step

FF/D23

F

Stair 3

FF/D35

FIRE EXIT

Plant Room FF22

Roof 1

FF/D19

A+P

FF/D22

Corridor FF04 FF/D03 FF/D02

Staff Room FF01

A

Stationary Reprographics FF02

A

Cleaners FF11

CL

FF/D04

Landing FF06

FIRE EXIT

FF/D01

FIRE EXIT

FF/D18

lift opening size 2130 x 1405

Stair 1 FF

FF/D08

Landing FF08

FF/D12 FF/D10 FF/D11

WC 1 FF10

FF/D09

FF/D06

WC FF07

Corridor FF09

Place of refuge Refuge

Place of refuge Refuge

FIRE EXIT

Screen 3

Lounge /Training Room FF15 Place of refuge Refuge

FIRECorridor EXIT FF13

M

FIRE EXIT FF/D14

FF/D13

A Youth Room FF12

M Meeting FF14 FF/D15

WC FF05

FF/D16

Kitchen/ Drinks FF16

13

Store FF17

FF/D17

12

Rev Date

Ironmongery Key A Admin C Creche

Revision

Drawn By

Notes: Door to Cleaners Room (FF11) to have a sub-master key which will open all doors except the main entrances and plant areas.

A+P Admin + Plant M Meeting K Kitchen SK Seperate keys

Inkpen Downie Architecture & Design Ltd 2 Balkerne House

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

Draw ing S ta tus

FOR INFORMATION Project

Extension to St Peters Church Harold Wood Client

St Peters Church Cad File

Mac 7 601

Scale

Drawn By / D a t e

1: 200

ST/Feb 09

Checked By / Date

Tit le

CL Cleaners (see explanation note)

First Floor Ironmongery Schedule D r a w i n g N o.

R e v N o.

A/601/C/94 Co p yri ght re se r ve d b y In kp en D ow ni e A r chit ect ur e & De si gn. Thi s dr awi ng s hal l not be re pr odu c ed o r u s ed w itho ut p ri or pe r mi s sio n of th e p art ne rs hi p.


Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work. This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

601 ST PETERS CHURCH FINISHES: PRODUCTS & COLOURS GROUND FLOOR Walls

G/D43

Marmoleum Fresco Twilight Purple 3824

Dulux

10RR 73/023

Tarkett

Safetred Aqua Wallaby 3816100

H R Johnson Tiles

PRG17 Spearmint & 60YR 73/015

Forbo Nairn

Marmoleum Fresco Twilight Purple 3824

Dulux

60YR 73/015

Dulux

60YR 73/015

Dulux

60YR 73/015

SO 2082x1726

Quiet Room

M50/150

Forbo Nairn

Marmoleum Fresco Silver Birch 3871

Dulux

GF10

Children Toilets

M50/151

Tarkett

Safetred Aqua Tapir 3816106

Dulux

90GG74/108 & PRG17 Spearmint

GF11

Childrens Kitchen

M50/152

Forbo Nairn

Safestep R11 NR 8275

Dulux

60YR 73/015 & PRG17 Spearmint

GF12

Creche/Play Area

M50/150

Forbo Nairn

Marmoleum Fresco Silver Birch 3871

Dulux

60YR 73/015

M50/150

Tarkett

M60/115

Glidden Endurance Anti Slip Floor Paint

GF14

Store

GF15

Creche/Play Area 2 M50/150

Forbo Nairn

GF16

The Well

M50/150

GF17 GF18

Corridor Meeting Room

M50/150 M50/170

GF19

GF20

GF21

Stair

Male WC

Female WC

M50/153

M50/151

M50/151

Safetred Aqua Tapir 3816106

Dulux

60YR 73/015

Marmoleum Fresco Silver Birch 3871

Dulux

60YR 73/015

Heckmondwike

Heather

Dulux

Neutral 31 00YY63/024

Forbo Nairn Heckmondwike

Marmoleum Fresco Silver Birch 3871 Heather

Dulux Dulux

60YR 73/015 10RR 73/023

Forbo Nairn

Marmoleum Fresco Silver Birch 3871

Dulux

60YR 73/015

Tarkett

Safetred Aqua Wallaby 3816100

H R Johnson Tiles & Dulux

PRG17 Spearmint & 99GG74/108

Tarkett

Safetred Aqua Wallaby 3816100

H R Johnson Tiles & Dulux

PRS54 Papaya Satin & 99YR82/029

Accessible WC

M50/151

Tarkett

Safetred Aqua Wallaby 3816100

H R Johnson Tiles

GF23

Kitchen Store

M50/152

Forbo Nairn

Safestep R11 NR 8275

Dulux

99YR82/029

Forbo Nairn

Marmoleum Fresco Silver Birch 3871

M50/150

DL 2040x826

G/D31 G/D53

G/D 03

Meeting Room GF18

Retain existing brick wall

OfEces GF 30

G/D52

Clergy ofEces GF 31

G/D30

G/D51

Bookshop GF 32

Servery GF 28

G/D50

OfEces GF 29 SO 2082x1436 DL 2040x826 DL 2040x536

30.705

(Top of screed)

30.550

(Top of structural slab)

G/D28A

SO 2082x1000x210

GF22

Corridor

Stair GF19

Hall GF 27

G/D29

PRS54 Papaya Satin & 99YR82/029

GF24

Lobby GF37 Entrance GF38

90GG74/108 & PRG17 Spearmint

Dulux

G/D32

Male WC GF 20

G/D28

Hub GF02

Entrance GF01 32.010

(FFL)

G/DO1

G/DO2

G/D27

lift opening size 2130 x 1405

32.055(Top of screed) 31.900(Top of structural slab)

Creche / Play Area 2 GF15

G/D27A

Screen 1 SO 2082x1075 DL 2040x1000

G/DO4

SO 2082x1000 DL 2040x926

SO 2082x1422x210 DL 2040x1000

Safe GF04

G/DO5

G/D11

FD 30 S

SO 2082x900x130 DL 2040x826x44

Buggy Park GF36

G/DO6

Admin OfEce GF03

FD 30 S

FD 30 S

Lobby G/DO7 GF33 FD 30 S G/DO8

Quiet Room Baby Change GF09

G/D14

SO 2082x900x130

Lobby GF39 G/D12 FD 30 S

SO 2082x1000x130

G/D15

G/S.F.P 1

G/D26

G/D26A

Creche/Play Area 1 GF 12

SO 2082x1000x130

G/D20

SO 2082x900x130

DL 2040x826x44

FD 30 S

Children Toilets GF10 G/D16

G/D10

SO 2082x1000x210

G/D13

DL 2040x826x44

Stair GF06

WC GF05

60YR 73/015

SO 2082x1000x210

SO 2082x1422x210 DL 2040x1000

StairFD 30 S Stair 1 GF07 GF

G/DO9

SO 2082x1000x140

Dulux

The Well Hospitality GF 16

Stair 2 GF

G/S.F.P 1

Screen 2

SO 2082x1000x140

Wet Area

G/D33

SO 2082x1000x140

GF13

Church

SO 2082x1726

GF09

60YR 73/015 & PRG17 Spearmint

DL 2040x826

Mulberry

SO 2082x1726

Heckmondwike

G/D47

SO 2082x1476 DL 2040x926 DL 2040x476

Forbo Nairn

M50/170

G/D48

DL 2040x826

M50/153

Meeting Room

G/D40

SO 2082x1726

Staircase Landing

GF08

SO 2082x1000x130

Female WC GF21

DL 2040x826x44

GF07

Marmoleum Fresco Twilight Purple 3824

G/D57

G/D46

G/D34

SO 2082x900x130

M50/153

G/D56

WC 1 GF 22

SO 2082x1000x140

Staircase Landing

M50/151

G/D55

Corridor GF 40

DL 2040x826x44

GF06

WC

SO 2082x1000x156

G/D54

SO 2082x900x130

GF05

DL 2040x826

SO 2082x1000x140

Forbo Nairn

DL 2040x826

M50/150

Stair 4

SO 2082x1726

Safe Store

Flowers GF 35

Music Store GF 34

G/D62

GF04

store

G/D61

10RR 73/023 (09YR 11/475)*

G/D60

Dulux

SO 2082x1100x130

Heather

G/D58

Heckmondwike

DL 2040x826x44

M50/170

SO 2082x900x130

Admin OfEce

G/D45

DL 2040x826

GF03

G/D41

Kitchen Store GF 23

SO 2082x1726

Heckmondwike

SO 2082x1000x130

M50/170

DL 2040x826

60YR 73/015

Hub

NOTES

SO 2082x1726

Dulux

GF02

Heather & Aquamarine

Corridor GF17

N/A

Kitchen GF 26

Corridor GF 24

SO 2082x1000 DL 2040x926

N/A

G/D42

Lobby GF25

SO 2082x900x130

Bonar Floors

G/D44

SO 2082x1000x130

Product Name

DL 2040x826x44

Manufacturer

SO 2082x900x130

M50/172

Nuway Entrance Flooring Classic Grey NO3-TCC17AN1GY

DL 2040x826x44

Entrance

Product Name

SO 2082x1100x130

GF01

Manufacturer

SO 2082x1000x130

Product SpeciEed

Stair 3

Floors

SO 2082x1000x130

ROOM NAME

SO 2082x1630 DL 2040x926 DL 2040x415

ROOM NO

Meeting Room GFO8

G/D17

G/D18

G/D19

Kitchen GF 11

G/D23

Wet Area GF13 G/D21

SO 2082x1726

G/D22

G/D25

G/D24 DL 2040x826

SO 2082x1726

DL 2040x826

SO 2082x1726

Store GF 14

DL 2040x826

B 02.06.2009 Spec clause revision for GF02, 32 & 38 floors A 30.04.2009 Additional tiles information for various rooms Rev Date

GF25

Lobby

M50/150

Forbo Nairn

Marmoleum Fresco Silver Birch 3871

Dulux

60YR 73/015

GF26

Kitchen

M50/152

Forbo Nairn

Safestep R11 NR 8275

Dulux

99YR82/029 & PRS54 Papaya Satin

GF27

Hall

Dulux

60YR 73/015 (35YY 74/372)*

GF28

Servery

M50/152

Forbo Nairn

Safestep R11 NR 8275

Dulux

99YR82/029

GF29 GF30 GF31 GF32

Clergy OfEces Clergy OfEces Clergy OfEces Bookshop

M50/170 M50/170 M50/170 M50/170

Heckmondwike Heckmondwike Heckmondwike Heckmondwike

Heather Heather Heather Heather

Dulux Dulux Dulux Dulux

60YR 60YR 60YR 60YR

Dulux

60YR 73/015

Dulux

10RR 73/023

Safetred Aqua Wallaby 3816100

Dulux

99YR82/029 & PRS54 Papaya Satin

N/A 10RR 73/023

Timber replacement Foor

GF33

Lobby

M50/150

Forbo Nairn

Marmoleum Fresco Twilight Purple 3824

GF34

Music Store

M50/170

Heckmondwike

Heather

73/015 73/015 73/015 73/015

GF35

Flowers

M50/151

Tarkett

GF36 GF37

Buggy Park Lobby

M60/115 M50/170

Glidden Endurance Anti Slip Floor Paint Heckmondwike

Heather

N/A Dulux

GF38

Entrance Area in Church

M50/170

Heckmondwike

Heather

N/A

N/A

GF39

Lobby

M50/150

Forbo Nairn

Marmoleum Fresco Twilight Purple 3824

Dulux

60YR 73/015

GF40

Corridor

M50/170

Heckmondwike

Match existing church Dulux

Match existing church

N11/340

Axiom by Formica

Cool Splatter PP4759 CR

Worktops Generally:

Exposed Steel : Balustrade : Skirtings, doors and architraves generally :

Revision

ST ST Drawn By

Lino Carpet Type 1

Inkpen Downie Architecture & Design Ltd 2 Balkerne House

Carpet Type 2

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

Drawing Status

Floor Entrance Carpet

FOR INFORMATION Project

Extension to St Peters Church Vinyl Type 1

Harold Wood

Satin Wood Satin Wood

Vinyl Type 2

Client

St Peters Church Floor Paint

Cad File

Mac 7 601 406 Stone Pavier

Scale

Drawn By / D a t e

Checked By / Date

1: 100

ST/Apr 09

JI

Title

Ground Floor Plan Colour Scheme Dulux Dulux Dulux

00NN 83/000 00NN 83/000 50RR 54/018

M4L 0227 18B17 / Roller Shutter for GF27: RAL Colour 114 Stair nosing channel for Stair 1 to be aluminium as speciEed in clause M50/153; insert colour to be Glacier 2502-B Stair nosing channel for Stair 2 & Bookshop to be aluminium as speciEed in clause M50/153; insert colour to be Steel 4500-N * Colour code in brackets is for the theme wall in the indicated room. The theme wall is shown on the drawing in bold.

Carpet Colour Change D r a w i n g N o.

R e v N o.

A/601/C/95

B

Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work.

Moorland

Tarkett

Safetred Aqua Wallaby 3816100

Forbo Nairn

Marmoleum Fresco Twilight Purple 3824

Dulux

60YR 73/015

Tarkett

Safetred Aqua Wallaby 3816100

H R Johnson Tiles & Dulux

PRS54 Papaya Satin & 99YR82/029

Forbo Nairn Heckmondwike

Marmoleum Fresco Twilight Purple 3824 Heather

Dulux Dulux

60YR 73/015 90GY48/234

H R Johnson Tiles & Dulux

PRG17 Spearmint & 99GG74/108

M50/153 M50/170

FF10

WC1

M50/151

Tarkett

Safetred Aqua Wallaby 3816100

FF11 FF12 FF13

Cleaners Youth Room Corridor

M50/151 M50/170 M50/170

Tarkett Heckmondwike Heckmondwike

Safetred Aqua Wallaby 3816100 Mulberry Heather

Dulux Dulux Dulux

99YR82/029 & PRS54 Papaya Satin 10YR 55/037 90GY48/234

FF14

Meeting

M50/150

Forbo Nairn

Marmoleum Fresco Silver Birch 3871

Dulux

60YR 73/015

FF15

Lounge Training Room

M50/170

Heckmondwike

Mulberry

Dulux

60YR 73/015 (90GY 48/234)*

FF16

Drinks

M50/151

Tarkett

Safetred Aqua Wallaby 3816100

Dulux

60YR 73/015 & PRS54 Papaya Satin

FF17

Store

M60/115

Glidden Endurance Anti Slip Floor Paint

FF18 FF19

FF20 FF21

FF22

Corridor

M50/150

Staircase Landing

Plant Room

M60/115

Dulux

60YR 73/015

Forbo Nairn

Dulux

60YR 73/015

Forbo Nairn

Marmoleum Fresco Silver Birch 3871

Dulux

60YR 73/015

F

Stores

M60/115

M60/116

Glidden Endurance Anti Slip Floor Paint

Plant Room FF22

Roof 1

SO 2082x1474 DL 2040x700 SO 2082x1474 DL 2040x700

for details to roof 1

see roof drawing A/601/C/14

FF/D23A

Screen 3

FF/D01

Dulux

Staff Room FF01

Dulux

60YR 73/015 & PRS54 Papaya Satin

M50/151

Tarkett

FF27

Lounge

M50/150

Forbo Nairn

Marmoleum Fresco Silver Birch 3871

Dulux

60YR 73/015 (35YY 74/372)*

FF28

Toilet

M50/151

Tarkett

Safetred Aqua Wallaby 3816100

H R Johnson Tiles & Dulux

PRG17 Spearmint & 99GG74/108

FF29

Toilet

M50/151

Tarkett

Safetred Aqua Wallaby 3816100

H R Johnson Tiles & Dulux

PRS54 Papaya Satin & 99YR82/029

M50/153

Forbo Nairn

Marmoleum Fresco Silver Birch 3871

Dulux

99YR82/029

N11/340

Axiom by Formica

Cool Splatter PP4759 CR Satin Wood

Dulux

00NN 83/000

SO 2082x1000x140 SO 2082x1422x210 DL 2040x1000

Stationary Reprographics

FF/D04

Cleaners FF11

FF02 FF/D06

WC FF07

Landing FF06

SO 2082x1422x210 DL 2040x1000

FF/D08

SO 2082x1000x140

FF/D11

FF/D13

FF/D14

WC 1 FF10

Stair 1 FF

Landing FF08

SO 2082x1000x140

Lounge /Training Room FF15

FF/D09

Youth Room FF12

Meeting FF14 FF/D15 SO 2082x1726

WC FF05

FF/D17

FF/D16 DL 2040x826

Kitchen/ Drinks FF16

SO 2082x1726

DL 2040x826

Store FF17

SO 2082x1726

DL 2040x826

A 30.04.2009 Additional tiles information for various rooms Rev Date

Revision

ST Drawn By

Lino Carpet Type 1

Carpet Type 2

Vinyl Type 1

Balustrade : Satin Wood Dulux 00NN 83/000 Skirtings, doors and architraves generally : Dulux 50RR 54/018 * Colour code in brackets is for the theme wall in the indicated room. The theme wall is shown on the drawing in bold.

FF/D12

DL 2040x826

Corridor FF13

FF/D10

SO 2082x1000x140

FF/D02

White

White

lift opening size 2130 x 1405 FF/D03

White

Dulux

Corridor FF09

Corridor FF04 SO 2082x1000x140

Dulux

Kitchen

Worktops Generally: Exposed Steel :

FF/D35

FF/D18

FF26

Stair

Stair 3

rwp

step

SO 2082x1726

Safetred Aqua Wallaby 3816100

FF30

FF/D28

G

SO 2082x1000x140

FF25

Store/Plant

FF/D27 step

FF/D23

light weight construction

FF24

DL 2040x826

Church

FF23 Glidden Endurance Anti Slip Floor Paint

FF/D32

Kitchen FF26

FF/D19

Marmoleum Fresco Silver Birch 3871

Glidden Endurance Anti Slip Floor Paint

FF/D24

SO 2082x1000x140

Stair Corridor

M50/151

FF/D25

SO 2082x1000x140

WC

M50/153

FF/D26

SO 2082x1750 DL 2040x1000 DL 2040x676

SO 2082x1000x130

Corridor FF18

Staircase Landing

M50/151

fire exit

SO 2082x1000x140

WC

Stair 4 FF30

FF/D31

Heckmondwike

FF/D30

H R Johnson Tiles & Dulux

PRG17 Spearmint & 99GG74/108

M50/170

Stores FF25

Lounge FF27

FF/D29

90GY48/234

Corridor

SO 2082x1726

Dulux

Forbo Nairn

SO 2082x1474 DL 2040x700

60YR 73/015

M50/150

store

SO 2082x1474 DL 2040x700

Dulux

Stationary Reprographics

SO 2082x774 DL 2040x700

10YR 55/037 (90GY 48/234)*

FF/D33

Dulux

Marmoleum Fresco Silver Birch 3871

SO 2082x1000x130

FF08 FF09

Moorland

Store FF24

Landing FF20

FF07

Heckmondwike

Toilet FF29

SO 2082x1000x130

FF06

Product Name to be Suggested

NOTES

SO 2082x1000x156

FF05

M50/170

Manufacturer

SO 2082x1630 DL 2040x926 DL 2040x415

FF02 FF03 FF04

Staff Room

Walls

Product Name to be Suggested Manufacturer

Toilet FF28

SO 2082x1000x140

FF01

Product SpeciBed

SO 2082x1000x156

ROOM NO

601 ST PETERS CHURCH FINISHES: PRODUCTS & COLOURS FIRST FLOOR ROOM NAME Floors

FF/D34

This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

Inkpen Downie Architecture & Design Ltd 2 Balkerne House

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

Drawing Status

FOR INFORMATION Floor Paint

Project

Extension to St Peters Church Harold Wood Client

St Peters Church Cad File

Mac 7 601

Scale

Drawn By / D a t e

Checked By / Date

1: 100

ST/Apr 09

JI

Title

First Floor Plan Colour Scheme D r a w i n g N o.

R e v N o.

A/601/C/96

A

Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


235

D o not sca le di mens ions off dra wings. Use w rit ten or ca lcu lated d imensions. The con tractor i s respons ible for checking a ll dimensions be fo re ordering or star ting work. T his draw ing has been produced for the c lient for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g i s not intended for use by any o the r person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. I nkpen Do wnie Architecture &Des ign accept no liabi lity w hatsoever if this draw ing is used by any o the r person o r f o r a n y o t h e r p u r p o s e.

NOTES

219

16

2

8

15

13

PLAN SECTION @ 1:2 5

13 Timber box made from Cedar of Lebanon Finished outside with clear polyurethene and in side with beeswax.

2

Plaster finished to plasterers stop bead. Manufacturer of time capsule to provide contractor with template to fix to wall to enable plasterer to abut beads accurately.

DETAIL @ 1:1

15mm glass with bevelled and polished edges bonded to stainless steel using suitable glazing hard setting adhesive set on continuous backing.

144

160

Polished stainless steel frame. Welded construction all joints fully ground and polished with no joints showing. Screwed to timber box.

Where edge and back of glass come into contact with adhesive and backing paint black with crisp straight edges.

Rev Date

Revision

Drawn By

Inkpen Downie Architecture & Design Ltd 2 Balkerne House Tel

Balkerne Passage

01206 577 244

Colchester Fax

arch@inkpendownie.co.uk

CO1 1PA

01206 563 377

www.inkpendownie.co.uk

Draw ing S ta tus

ELEVATION @ 1:2

FOR INFORMATION Project

Extension to St Peters Church Plan section and detail Client

St Peters Church

VERTICAL SECTION @ 1:2

Cad File Mac 7 601

Scale 1:2 1:1

Drawn By / D a t e ST 09 Oct 08

Checked By / Date JI 09 Oct 08

Tit le

Time Capsule Plan section and detail D r a w i n g N o.

R e v N o.

A/601/C/97 Co p yri ght re se r ve d b y In kp en D ow ni e A r chit ect ur e & De si gn. Thi s dr awi ng s hal l not be re pr odu c ed o r u s ed w itho ut p ri or pe r mi s sio n of th e p art ne rs hi p.


Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work. This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

NOTES

Red enamel on steel background with bronze letters all mounted on individual dowels to stand off wall by 50mm.

1500

1500

Top of screed

+6575

6100

Top of structural slab

+6615

church

This stone was laid by the Vicar, David Banting, as this church family builds for the gospel

Church entrance level

to welcome and serve the community in the faith, hope and love of Jesus Christ. 4th March 2009

Top of screed

1 Peter 2.9-10

+3627

+3590

A

WEST ELEVATION ( to Courtyard, section taken through church )

090716

Rev Date

Added light fittings and information regarding sign

A/60

Revision

Drawn By

WEST ELEVATION

Enamelled steel on steel studs fixed to brickwork Shapes in red and lettering in black

Inkpen Downie Architecture & Design Ltd 2 Balkerne House

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

Drawing Status

DRAWING STATUS Project

Light fitting Louis Poulson Observer fitting T50 Mounted on wall to illuminate sign entrance area and ramp

Extension to St Peters Church Project title 2 Client

St Peters Harold Wood

PLAN

Cad File

Scale

Mac x/xxx

1: 5 & 1:10 Apr 2009

Drawn By / D a t e

Checked By / Date

Title

Signage Plans Elevations & Perspective View

Elevation

D r a w i n g N o.

A/601/C/99

SIGN

Section

R e v N o.

A

Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


26

30

28

Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work. This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or f o r a n y o t h e r p u r p o s e.

15

NE INS LA GUBB

Vicarage

Clinic 11

31

AN IMAGE OF THE

17

41

Oasis House

r's ete St P hurch sh C

PROPOSED ROCK

Pari

NOTES 22

21 1

32.3m er Shelt

Hall

149

13

Community Centre

1 14 9a 13

30.5m

9 13

Community Centre

Shelter

133

170

32.70 32.85

32.86

BM 32.25m

158

32.0m

32.7

8

31.2

31.3

2

3 12

7

146

TCB LB 33.8m

4 14

32.7

32.69

6

30.58

30.50

30.49

30.5

G/D42

G/D44

3 G/D43

G/D41

G/D45

32.88

32.55

31.76

31.59 G/D54

G/D55

G/D56

30.5 G/D57

32.76

6

30.59

30.2

G/D47

G/D62

30.2

30.5

G/D32

30.4

3

0

0

31.7

4

32.366

32.010

32.040

31.62

G/DO2

32.09

31.46 31.650

(FFL)

G/DO1

32.57

(FFL)

SO 2082x1000x210

G/DO9

G/DO5

DL 2040x826x44

32.46 32.59

(Top of screed)

G/D26

G/S.F.P 1

(Top of structural slab)

G/D26A

G/D14

Extension to St Peters Church

G/DO7

32.000 G/DO8

G/D12

G/D15

G/D20

lient 30.44 C 30.440

St Peters Church

32.09

31.71 31.80 32.54

30.700 30.550

32.027(Top of screed)

G/D23

31.660

32.090

Gully

31.53

31.385

31.825

G/D10 32.010

(FFL)

31.375

31.630 31.63

31.280

31.28

31.380

31.38

32.010 31.260

31.51

31.510

31.380

31.25 31.250 31.120

31.40

G/D25

G/D24

Cad File

SO 2082x1000x140

(FFL)

(FFL)

31.660

31.530

31.400

32.49

www.inkpendownie.co.uk

P r o j e c 30.555 t

SO 2082x1000x210

G/D13

G/D11

31.900(Top of structural slab)

31.660

31.835

32.44

CO1 1PA

01206 563 377

step 150mm

G/D27A

Screen 1

32.59 32.73

SCALE 1:100

Colchester Fax

FOR PLANNING

SO 2082x900x130

31.95

01206 577 244

30.42

arch@inkpendownie.co.uk

32.027(Top of screed) 31.900(Top of structural slab)

G/DO6

PLAN

G/S.F.P 1

Screen 2

Drawing Status

G/DO4

31.660

31.650

32.43 32.57

G/D28

(Top of screed) (Top of structural slab)

pressed aluminium cill by window fitting company not by Sapa

32.055(Top of screed) 31.900(Top of structural slab)

32.010

(FFL)

31.460

Tel

SO 2082x1000x210

G/D27

32.010

Balkerne Passage

(Top of screed) (Top of structural slab)

32.055(Top of screed) 31.900(Top of structural slab)

32.000

32.090

32.38

30.69

2 Balkerne House 30.705 30.550 30.700

2 steps up

POSITION OF THE ROCK SCULPTURE APPROXIMATELY 2.2 m HIGH, 110 cm WIDE AND 40 cm THICK 31.64

Inkpen Downie Architecture & Design Ltd

G/D28A

(FFL)

31.700

30.23 30.67

31.680

31.670

SO 2082x1075 DL 2040x1000

32.44 32.56

30.49

32.000 31.37 32.040

(FFL)

31.390

30.44

31.39

31.660

30.24

30.42

30.33

31.49 31.490

30.705 (Top of screed) 30.550 (Top of structural slab) 32.210

32.055(Top of screed) 31.900(Top of structural slab) 32.035

POSITION OF THE LIGHT FITTINGS FOR THE SCULPTURE TO BE LOCATED IN GROUND .60

32570

Drawn By

30.29

30.49

G/D29

31.730 31.73

30.705 30.550

32.51 32.64

SO 2082x1100x130

32.03

1

32.030

32.09

32.68

G/D50

30.4

Revision

30.23

32.386 32.21

32.090

32.58

Rev Date

SO 2082x1000x140

32.644

31.68 31.61

32

30.40

32.54

31.84

5

G/D30

G/D51

SO 2082x1000x140

32.664

G/D31

32.218

A03 G/D52

G/D58

32.800

32.84 32.75

32.50 32.64

32.008

A02

32.83

32.71

32.7

G/D 03

SO 2082x1476 DL 2040x926 DL 2040x476

32.80

32.74

32.800

32.070

32.07

32.34

32.73

32710

32.228

B04

32.386

G/D53

30.57

32.74

32.71

32.213

32.77

32.70

32.76

G/D60

32.74

32.79

ENGRAVED TEXT TO BE: "Jesus said 'Come Follow Me'"

32.76

32.75

7

G/D48

32.95

4

G/D34

32.74

32.84 32.77

7

32.75

30.4

G/D40

G/D61

32.60 32.74

8

30.62

G/D46

32.7

7

Stair 4

9

30.57

8

SCALE 1:1250

30.55

30.75

32.73

32.66

3

30.6

30.5

30.34

32.71

31.60

32.8

ORDNANCE SURVEY MAP

30.93

31.40

32.76

30.67

31.22

32.64 32.79

30.88

31.60

31.64

32.44

32.92

32.7

31.33 31.39

30.68

30.49

32.23 32.88

32.78

31.43

31.78 31.61

32.03 32.10

30.77 30.57

30.85 30.62

SO 2082x1000x140

ST0 1

31.03

31.12 30.73

30.75

23

140

31.12

(FFL)

1 2 3 4 5

31.250

(FFL)

32.000

G/D21

Mac 7/ 918

G/D22

31.03 31.120

31.110

(FFL)

Drawn By / D a t e ST Aug 10

Checked By / Date JI

30.460

31.12 7 6 5 4 3 2 1

Scale 1:100 / 1:1250

30.510 3 0.5

31.950

30.89

1

30.890

3 0 30.510.5

31.950

Title

1

30.4

6 Rock Sculpture Position 30.460

30.910 30.91

D r a w i n g N o.

NOTE: existing levels shown thus

32.01

proposed levels shown thus

32.01

R e v N o.

A/918/PL/01 Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work. This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

NOTES

MEMORIAL HALL MEMORIAL HALL

slate roof with glazing in timber leaded bars

slate roof with glazing in timber leaded bars

roof over stage roof over stage

CLASS ROOM

STEWARDS ROOM

TOILETS / KITCHEN

JUNIOR HALL

LOUNGE & 1st F ROOMS

slate roof

Slate roof over

JUNIOR HALL

TOILETS / KITCHEN flat roof with plastic roof lights

slate roof

flat roof with plastic roof lights

No 1

CHURCH Felt roof finishes

CHURCH double storey height

LISTER HALL Felt radiused roof

LISTER HALL double storey height

LISTER HALL ENTRANCE Flat roof

FIRST FLOOR PLAN

ROOF PLAN

MEMORIAL HALL

JUNIOR HALL

MEMORIAL HALL

slate roof

slate roof with glazing in timber leaded bars

STAGE

ENTRANCE LOBBY

line of assumed

assumption could be entirely assumed line of drainage (this

ely incorrect) could be entir assumption drainage (this

LOUNGE

incorrect)

MALE

FEMALE

Rev Date

TOILETS / KITCHEN

BOILER ROOM

TO CELLAR

Revision

Drawn By

flat roof with plastic roof lights

LISTER HALL Felt radiused roof

JUNIOR HALL

KITCHEN TOILETS

LOUNGE & 1st F ROOMS

VESTRY

Slate roof over

Inkpen Downie Architecture & Design Ltd 2 Balkerne House

WC

LOBBY

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

ENTRANCE

CHURCH double storey height

Drawing Status LISTER HALL double storey height

CHURCH Felt roof finishes

VESTIBULE

LISTER HALL ENTRANCE Flat roof

FOR INFORMATION Project

Alterations Extensions & Repairs to

ORGAN

Leytonstone Methodist Church Client

Leytonstone Methodist Church YOUTH ROOM

ENTRANCE LOBBY

STORAGE

Cad File

Scale

Mac 4

NTS

Drawn By / D a t e

Checked By / Date

Oct 2002

Title

Existing Plans Ground 1st Floor & Roof Plan

GROUND FLOOR PLAN

D r a w i n g N o.

R e v N o.

A-811-SK-02 Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work.

FLOOR FINISHES

This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

Ceramic Tile

NOTES

Entrance Matting

Vinyl

MEMORIAL HALL Carpet

Lino

Parquet

STAGE

ENTRANCE LOBBY TO CELLAR CELLAR CE

Floor Paint

BOILER ROOM

Remove doors,doors frames and casings. Widen opening and finish flush to walls woth plastered reveals.

New MH

ect) orrec orr entirely inc could be sumption ge (this as e off draina lin d me assu

L LE MALE

KITCHEN

JUNIOR HALL

LOUNGE

y incorrect) assumption could be entirel umed line off drainage (this sumed

FEMALE

TOILETS

Remove stage and allow for replacement floor to match existing. Remove doors frames and casings block up openning and finish flush to walls.

VESTRY LOBBY WC

New MH

Drainage New underground drainage in clay 150mm dia connecting to existing via new manholes

FEMALE TOILETS

retain and alter existing external wall block up existing opening and form new opening

Formation of Toilets and Plant room Take up existing floor finishes cut out section of slab, insert new foundations and drainage reinstate slab and form block partitions.

MALE TOILETS

ENTRANCE

CHURCH double storey height

ADAPTED TOILET

PLANT ROOM

STEP

Existin Parquet Floor carefully protect area of floor and take up area of blocks to carry out works. Re Lay blocks New 200mm block work

Movable wall 100mm thick moveable wall (Beldan) Rated @ 52 Db designed to be stored in recess and hung on steel truss supported on steel columns on pads. With insulated lightweight pb partition above to roof level. Partition to achieve same accoustic rating as moveable wall.

VESTIBULE

Rev Date

ORGAN

Revision

Drawn By

LISTER HALL double storey height

ENTRANCE AREA Entrance Canopy:- Light weight steel truss structure on steel columns with zinc roof finishes on timber rafters.

Form new lobby up to first floor level only. Reinforced raft foundation with insulation and screed. With ramp and steps to give access to Lister Hall.

Inkpen Downie Architecture & Design Ltd

Aluminium double glazing to entrance elevation.

form new opening and install new doors and frames

KITCHEN SERVERY

CAFE AREA Retain existing structure but alter walls at 1st floor level to form mezzanine floor over, open to and part of cafe area. Provide new open steel stair for access.

2 Balkerne House

remove doors and frames and plaster opening

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

Drawing Status remove doors and frames and block up opening

Form severy form new opening and install new doors and frames

KITCHEN

KITCHEN STORE

FOR INFORMATION

remove doors and frames and block up opening

ENTRANCE LOBBY

Project

STORAGE

Alterations Extensions & Repairs to Leytonstone Methodist Church Ramp

Client New MH

Leytonstone Methodist Church

New MH

Kitchen Fittings:Allow for fit out of kitchen using catering standard SSteel fittings. Appliances:- Combined 4 ring hob and oven. Dish washer. Hot Water heater. Hot Cupboard. Services:Allow for extract over hob and tempered air inlet ventilation. Kitchen Store Fittings :Raking for storage Appliances:- Up right double fridge Up right double frezzer.

Drainage to Kitchen New underground drainage in clay 150mm dia connecting to existing via new manholes. We have assumed the house has drainage which give directly to Lister Road. Ramped access. provide new ramp at 1:15 1500mm clear internal width contained within 215mm brick wall and factory finished hand rail and guarding system. with steps as shown. Formed in concrete with ribbed paving and contrasting colours to asist disabled use.

Cad File

Scale

Mac 4

NTS

Drawn By / D a t e

Checked By / Date

Jan 2009

Title

Proposed Scheme 1st Phase Lister Hall D r a w i n g N o.

R e v N o.

A-811-SK-10 Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


WORKS TO MEMORIAL HALL Read this specification in conjunction with the Assessment of the Existing Building Fabric for information about the condition of the building. Allow for removing the storage garages and vegetation as part of site preparation. Generally:- Underpin the walls to both North, East and West elevations. Allow to underpin the North wall from inside the building. A party wall agreement will be required as this wall sits on the boundary.

INTERNAL Generally:- The work carried out internally should be carried out in such a way as to conserve the existing overall appearance and detail. Mouldings whether of plaster or timber should be retained and where replaced should be matched, Remove defective and loose plaster. Allow to dry out and replace with plaster of an appropriate specification.

Roofs:- Strip pitched roof finishes and remove felt and rotten boarding. Remove boarding to parapet gutters. Remove glazed section of roof complete. Carry out timber repairs to rafters rafter feet and timbers forming gutters including linings. Fit new rafters in place of glazed section. Line gutters with zinc ensuring adequate ventilation both to gutter and roof generally. Insulate roof and felt using breathable membrane. Batten and re-slate roof. Carry out repairs to roof in conjunction with repairs to parapets. Allow to fit ventilation units. Parapets. Remove top brick course(s) down to tile creasing. Strip back Roof tiles fit zinc flashings and dpc and re lay. Provide ventilated over lap between flashing and gutter lining. Flat roof :- Strip existing flat roof finishes to whole of flat roof above entrance to Memorial Hall and above toilets and kitchen. Fit new insulated roof lights (including circular roof light over entrance) and ventilation units using existing structural penning. Lay new roof finishes (Bauder) incorporating insulation laid to fall insulated and weathered upstands with flashings formed in zinc.

WORKS TO TOILETS / KITCHEN

EXTERNAL Roof:- Flat roof constructed in timber with Bauder roof finishes. Rainwater goods:- Aluminum to match memorial hall Walls:- Cavity wall in brick and block with insulated cavity.

EXTERNAL

INTERNAL Floor:- Subject to engineers report ground bearing slab with insulation beneath screed. Lino finishes. Windows:- None. Doors:- Painted solid core doors FD30S with planted mouldings and architraves to match in wit existing doors. Skirtings S/W painted 150mm torus patten.

Remove skirtings carefully and set aside to be reused. Remove timber grounds and discard. Replace timber grounds with treated S/W battens repair plaster. Treat and refit skirtings. Allow for 30% replacement for rotten and missing shirtings.

EXTERNAL

WORKS TO FORM STORE ROOMS

Remove light fittings from ceiling and repair decorative mouldings. Remove covering from semi circular ventilation grilles to both ends of of decorative panel. Allow for construction of plenums within roof void. Use plenums in association with M&E to provide tempered fresh air ventilation via a heat exchanger to provide fresh warm air during cold spells. Allow to remove the solid panels from the originally glazed ceiling feature and replace with acrylic diffusers.

Parapets. Remove top brick course(s) down to tile creasing. Strip back Roof tiles fit zinc flashings and dpc and re lay. Provide ventilated over lap between flashing and gutter lining. Flat roof :- Strip existing flat roof finishes to whole of flat roof above entrance to Memorial Hall and above toilets and kitchen. Fit new insulated roof lights (including circular roof light over entrance) and ventilation units using existing structural openings. Lay new roof finishes (Bauder) incorporating insulation laid to fall insulated and weathered upstands with flashings formed in zinc.

NOTES

Demolish partitions and form new block work partitions as indicated on drawing. Take up floor finishes and cut trenches to take new underground drainage. Drainage:- Allow to lay below ground drainage to take foul to toilets as indicated. Check and allow to re-lay surface water drainage as part of works to Memorial Hall.

M&E Heating:- Retain existing boiler and radiators to hall. Ventilation:- Provide tempered fresh air ventilation via a heat exchanger to provide fresh warm air during cold spells.

Walls:- Block work Plastered with tile finish to half height and painted above.

Lighting:- Allow for new up lighting to both end elevations and for concealed low energy fluorescent behind central lighting feature. Allow for emergency lighting

Ceilings:- Plaster to existing concrete soffit with service runs chased in and surface mounted fittings.

MEMORIAL HALL

Drainage:- Allow to completely re-lay below ground drainage including new gullies to take surface water from roofs and hard landscaped areas.

Floors:- Repaired and new sections of screed. Allow for use of quick drying screeds. Tiled finishes with tiled/coved skirtings.

Rainwater goods:- Replace gutters and RW pipes with ogee section cast aluminum.

Fire Alarm System:- Allow for fire alarm system linked to central system with break glasses at all exits.

Walls:- Rake out pointing and remove areas of poorly repaired brick work. Rake out and repoint all tile creasings and sills.

Escape:- Allow for illuminated emergency exit signs at all fire escape exits.

Toilet cubicles:- allow for Twyford-Bushboard cubicle system with half height ducts to conceal cisterns. Sanitary ware:- allow for Twyford white w,c's to fit to ducts and concealed cisterns, wash hand basins and spray mixer taps. Allow for childrens sized wc's as appropriate.

Windows:- Remove all timber windows and replace with double glazed Crittall type metal windows on new HW sills and window boards. Allow to Re-plaster reveals. Design windows to allow for cross ventilation in warm weather.

This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

INTERNAL Generally:- The works to the toilets involves a complete strip out and alterations to form new facilities.

Security Alarm System:- Allow for alarm system linked to central system with own key pad control near entrance.

DPC:- Allow for injecting a chemical DPC to all walls.

Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work.

LANDSCAPE Allow for works to provide synthetic soft play and planted play areas With a small covered outdoors area to west of Memorial Hall. To the east:- Clear the area of trees and all vegetation. Lay a permeable geotextile membrane and lay shingle.

M&E Heating:- Provide new heating system including boiler, radiators and controls to heat kitchens toilets and Junior Hall. Ventilation:- Provide ventilation via flat roof to kitchen and toilets.

Doors:- Carefully remove and repair existing doors of original pattern. Refurbish or fit new ironmongery. Retain existing glazing.

STAGE

Lighting:- Provide new low energy surface mounted ceiling lighting throughout. Security Alarm System:- NA

ENTRANCE LOBBY

STORE to Memorial Hall

STORE to Junior Hall

BOILER ROOM

TO CELLAR

Fire Alarm System:- Allow for fire alarm system linked to central system with break glasses at all exits. Call Alarms:- Allow for call alarm to childrens toilets. Escape:- Allow for illuminated emergency exit signs at all fire escape exits.

exist MH

LOUNGE

entirely incorrect) (this assumption could be assumed line of drainage

EXTERNAL

rw RL adapt

Roof:- Replace broken or missing slates.

RL retain

CHURCH KITCHEN RL retain

WORKS TO JUNIOR HALL

PLANT ROOM

CHILDRENS TOILETS

new MH existing

RL adapt

g

new

ect) orr orrec entirely inc n could be assumptio inage (this dra f of e lin assumed

CHILDCARE KITCHEN

existin

RL adapt

STORE RL adapt

JUNIOR HALL protect and retain existing floor

STAFF TOILET

VESTRY

Rainwater goods:- Replace gutters and RW pipes with ogee section cast aluminum to match Memorial Hall. Joinery:- Carry out minor repairs and decorate doors and windows. INTERNAL Generally:- The works to the Junior Hall are of a minor nature and involve alterations to form openings for doors to the north and west elevations.

RL form new RL retain

M&E Heating:- Provide new heating system including boiler, radiators and controls to heat kitchens toilets and Junior Hall.

RL retain

Ventilation:- Provide ventilation via roof void using existing vents

WC

FEMALE TOILETS

LOBBY

Lighting:- Provide new low energy surface mounted ceiling lighting throughout. Security Alarm System:- Allow for alarm system linked to central system. Fire Alarm System:- Allow for fire alarm system linked to central system with break glasses at all exits.

A E MALE MA ETS TOILETS

Escape:- Allow for illuminated emergency exit signs at all fire escape exits.

D ADAPTED O TOILET

CHURCH double storey height

PLANT ROOM

LISTER HALL double storey height

STEP

VESTIBULE

LANDSCAPE Allow for works to provide synthetic soft play and planted play areas With a small covered outdoors area. To the east:- Clear the area of trees and all vegetation. Lay a permeable geotextile membrane and lay shingle.

FLOOR FINISHES

Ceramic Tile

ORGAN

Rev Date

Revision

Drawn By

ENTRANCE Entrance Matting

Inkpen Downie Architecture & Design Ltd 2 Balkerne House

KITCHEN Y SERVERY

Vinyl

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

Drawing Status

Carpet KITCHEN

KITCHEN EN STORE

ENTRANCE LOBBY

FOR INFORMATION Project

STORAGE

Alterations Extensions & Repairs to Lino Ramp

Leytonstone Methodist Church Client

Leytonstone Methodist Church Parquet

Cad File

Scale

Mac 4

NTS

Drawn By / D a t e

Checked By / Date

Jan 2009

Title

Floor Paint

Proposed Scheme 2nd Phase Memorial Hall D r a w i n g N o.

R e v N o.

A-811-SK-11 Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work.

EXTENSION TO CHURCH EXTERNAL

This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

Flat roof :- Strip existing flat roof finishes to whole of flat roof. Lay new roof finishes (Bauder) incorporating insulation laid to fall insulated and weathered upstands with flashings formed in zinc. Allow for new metal caps to top of parapet brick work. Walls:- new walls built in brick, insulated cavity and block, 100-100-140. Existing brick cavity:- Fill with injected insulation. Floor:- ground bearing slab with insulation and screed.

NOTES

Foundations :- Deep strip mass concrete. Miscellaneous:- Allow to re-construct coloured glass wall within new work. INTERNAL Generally:- The organ is to be carefully removed and stored to be re-built in its new position on completion of the project. Walls:- Block work plastered and painted with panels of fair Faced Brick. Form new openings as necessary. Ceilings:- HW timber T&G boarding on timber joists to match existing.

MEMORIAL HALL

Floors:- Screed finished in carpet. Joinery: New joinery includes louvred screen to organ housing, doors skirtings and new windows in H/W to match existing. M&E Heating:- Extend and alter existing heating system with new radiators. Ventilation:- Provide ventilation via lourves fitted to top of organ housing using units concealed within building and exhausting through new roof. Lighting:- Provide new low energy recessed mounted ceiling lighting throughout replace existing fittings with low energy fittings of similar or slightly larger size. Security Alarm System:- Provide extension to phase 1 system.

STAGE

Fire Alarm System:- Allow for fire alarm system linked to central system with break glasses at all exits.

ENTRANCE LOBBY

Escape:- Allow for illuminated emergency exit signs at all fire escape exits. LANDSCAPE Allow for works to planting beds to the High Street, providing a new notice and sign board and hard landscaping to the area immediately adjacent to the building including resurfacing of tarmac carparking surfaces and re lining including 1 number space for disabled parking, lifting and re laying existing pavers.

BOILER ROOM

TO CELLAR

E CHILDCARE KITCHEN

ect) orrec orr entirely inc could be sumption ge (this as e off draina lin d me assu

LOUNGE

entirely incorrect) (th assumption could be g (this assumed line off drainage

S NS N LD EN CHILDRENS S TS T ET E TOILETS

PLANT ROOM

JUNIOR HALL CHURCH KITCHEN

STORE A STAFF ET TOILET TO ET

VESTRY WC FEMALE TOILETS

OBBY OB LOBBY

A E MALE MA ETS TOILETS

CHURCH double storey height

D ADAPTED O TOILET

ORGAN

PLANT ROOM

LISTER HALL double storey height

STEP

VESTIBULE

FLOOR FINISHES

E ENTRANCE

Ceramic Tile

Rev Date

Revision

Drawn By

Entrance Matting

Inkpen Downie Architecture & Design Ltd 2 Balkerne House

KITCHEN Y SERVERY

Vinyl

PARKING

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

Drawing Status

Carpet KITCHEN

KITCHEN EN STORE

ENTRANCE LOBBY

FOR INFORMATION Project

STORAGE

Alterations Extensions & Repairs to Lino Ramp

Leytonstone Methodist Church Client

Leytonstone Methodist Church Parquet

Cad File

Scale

Mac 4

NTS

Drawn By / D a t e

Checked By / Date

Jan 2009

Title

Floor Paint

Proposed Scheme 3rd Phase Church Building D r a w i n g N o.

R e v N o.

A-811-SK-12 Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work. This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

NOTES

WORKS TO MEMORIAL HALL ROOFS: - Strip pitched roof finishes and remove felt and rotten boarding. Remove boarding to parapet gutters. Remove glazed section of roof complete. Carry out timber repairs to rafters rafter feet and timbers forming gutters including linings. Fit new rafters in place of glazed section.

MEMORIAL MEMORIALHALL HALL

Line gutters with zinc ensuring adequate ventilation both to gutter and roof generally. Insulate roof and felt using breathable membrane. Batten and re-slate roof. Carry out repairs to roof in conjunction with repairs to parapets. Allow to fit ventilation units. Parapets. Remove top brick course(s) down to tile creasing. Strip back Roof tiles fit zinc flashings and dpc and re lay. Provide ventilated over lap between flashing and gutter lining. Flat roof :- Strip existing flat roof finishes to whole of flat roof above entrance to Memorial Hall and above toilets and kitchen. Fit new insulated roof lights (including circular roof light over entrance) and ventilation units using existing structural openning. Lay new roof finishes (Bauder) incorporating insulation laid to fall insulated and weathered upstands with flashings formed in zinc.

STAGE NTRANC ENTRANCE OBBY LO LOBBY

JUNIOR HALL

TOILETS / KITCHEN

LOUNGE & 1st F ROOMS

CHILDCARE Flat roof E

Slate roof

S NS LD EN ILDR CHILDRENS S TS T ET E ILET TOILETS

KITCHEN

ect) or orrrec entirely inc could be sumption ge (this as e off draina lin d me assu

NEW STORE ROOMS ROOF Roof:- Flat roof constructed in timber with Bauder roof finishes. Rainwater goods:- Aluminum to match memorial hall

BOILER roof over stage ROOM

TO CELLAR

PLANT ROOM

Slate roof

JUNIOR HALL

LOUNGE

ct) ption could be entirely incorre (this assumpt assumed line off drainage

New flat roof

HUR H CHURCH TCH KITCHEN

ORE STORE A FF STAF STAFF ET TO ET TOILET

VESTRY WC EXTENSION TO CHURCH

FEMALE TOILETS

LOBBY Flat roof :- Strip existing flat roof finishes to whole of flat roof. Lay new roof finishes (Bauder) incorporating insulation laid to fall insulated and weathered upstands with flashings formed in zinc. Allow for new metal caps to top of parapet brick work. Ceilings:- HW timber T&G boarding on timber joists to match existing.

A E MALE MA ETS TOILETS

H CHURCH ht igh double storey height CHURCH

New flat roof

M&E

ORGAN

D ADAPTED O TOILET

Flat roof

Ventilation:- Provide ventilation via lourves fitted to top of organ housing using units concealed within building and exhausting through new roof.

PLANT ROOM

LISTER HALLLISTER HALL double storey height Felt radiused roof

STEP

VESTIBULE

ENTRANCE slo pin gr oo f

new roof structure and new roof finish

Revision

Drawn By

Ne

w

Rev Date

New stepped flat roof Ne roo w s lop f ing

new roof finish

New brickwork parapet built on existing wall

Inkpen Downie Architecture & Design Ltd 2 Balkerne House

KITCHEN Y SERVERY

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

retain existing roof PARKING

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

Drawing Status

FOR INFORMATION KITCHEN

KITCHEN EN LISTER HALL ENTRANCE ENTRANCE STORE Flat roof LOBBY

STORAGE

Project

Alterations Extensions & Repairs to Leytonstone Methodist Church

Ramp

Client

Leytonstone Methodist Church Cad File

Scale

Drawn By / D a t e

Mac 7

1:100

ST/Feb 09

Checked By / Date

Title

Proposed Scheme 3rd Phase Roof Plan D r a w i n g N o.

R e v N o.

A-811-SK-14 Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work. This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

This wall is built off the existing brick wall at the back Reuse existing coloured glazing

NOTES

PROPOSED FRONT ELEVATION

new brickwork built on existing wall remove existing wall and extend the floor to accomodate mezzanine cafe floor new roof finish retain existing HW ceiling

future floor

new moveable wall

VESTIBULE

CHURCH

LISTER HALL

CAFE

ENTRANCE

PROPOSED SECTION THROUGH NEW ENTRANCE existing brickwork

remove existing wall and form new balustrade to accomodate mezzanine cafe floor

remove timber windows and replace with double glazed Crittall type metal windows

future floor

Rev Date

FEMALE TOILETS CHILDCARE KITCHEN

PROPOSED SECTION THROUGH LISTER HALL

CHURCH KITCHEN

CORRIDOR

PLANT ROOM

CAFE

KITCHEN SERVERY

Revision

Drawn By

KITCHEN

Inkpen Downie Architecture & Design Ltd 2 Balkerne House

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

Drawing Status

FOR INFORMATION Project

Alterations Extensions & Repairs to Leytonstone Methodist Church Client

Leytonstone Methodist Church Cad File

Scale

Drawn By / D a t e

Checked By / Date

Mac 7

1:100

ST/Feb09

Feb 2009

Title

Proposed Scheme

EXISTING FRONT ELEVATION

Elevations & Sections D r a w i n g N o.

R e v N o.

A-811-SK-13 Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work. This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

NOTES

new boxing around the balustrade

future floor extension marked dotted.

new boxing around the staircase

curve this corner

fill the step Rev Date

Revision

Drawn By

new boxing under the stair curve this corner

curve this corner Inkpen Downie Architecture & Design Ltd 2 Balkerne House

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

Drawing Status

FOR INFORMATION Project

Alterations Extensions & Repairs to Leytonstone Methodist Church Client

Leytonstone Methodist Church Cad File

Scale

Drawn By / D a t e

Mac 7

N/A

ST/Feb09

Checked By / Date

Title

Proposed Scheme Staircase Refurbishment D r a w i n g N o.

R e v N o.

A-811-SK-15 Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


20

20 53

53

EXISTING SITE PLAN

SITE ANALYSIS

SE CLO EAD REYM

Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work.

SE CLO EAD REYM

31

This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

31

NOTES

43

43

11

11

15

15

3 to 6

13 Car Parking

existing sub station

Existing Single Storey Clinic Building

access for replacement of sub-station plant and underground cables

Harrison Court

proximity to extng house fronts restricts height of new development

Fire Station

Harrison Court access for replacement of sub-station plant and underground cables

notional building line

BARFIELD ROAD

4

6

6a

8

St Cedd and St Gregory Church

2

vehicle access and maneuvering

1

1

VINCE CLOSE

2

7

St Cedd and St Gregory Church

parking: 9 spaces shown approx 30 required for doctors surgery

approximate building line for two storey development

VINCE CLOSE

existing sub station

vehicle access

1

7

Car Parking

Fire Station

14

7 Tower

3 to 6

Tower

1

14

7

13

12

10

12

10

BARFIELD ROAD

16

12

4

6

6a

8

16

12

20

20 53

53

POSSIBLE NEW BUILDING SIZE

REQUIRED SURGERY ACCOMMODATION SHOWN CON E SITE LOS

SE CLO EAD REYM

EAD REYM

31

31

43

43

Rev Date

Revision

11

11

15

15

Inkpen Downie Architecture & Design Ltd 2 Balkerne House

1

13

12 3 to 6

2

St Cedd and St Gregory Church

access for replacement of sub-station plant and underground cables

required new surgery building footprint

Harrison Court

Fire Station

existing sub station

access for replacement of sub-station plant and underground cables

proximity to extng house fronts restricts height of new development

1

2

14

7

13 14

7

Possible Single Storey

approximate building line for two storey development

1

Fire Station

Possible Two Storey

existing sub station

CO1 1PA

Drawing Status

7

VINCE CLOSE

Car Parking

vehicle access and maneuvering

Colchester

Fax 01206 563 377 www.inkpendownie.co.uk

FOR INFORMATION

VINCE CLOSE

parking: 9 spaces shown approx 30 required for doctors surgery

approximate building line for two storey development

proximity to extng house fronts restricts height of new development

1

7

3 to 6

Tower

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

10

12

10

Tower

Drawn By

Project

West Mersea Local Healthcare Facilitiesx Barfield Road, West Mersea

St Cedd and St Gregory Church

Client

Cad File

Harrison Court

Mac 7/803

Scale

Drawn By / D a t e

Checked By / Date

1: 200

ST/11.03.08

Initials/Date

Title possible new surgery building: ground ,oor area 330m sq shown +rst ,oor area 128 m sq shown notional building line

Site Analysis

notional building line

Total possible developable area 458 m sq Area required for new surgery 339 m sq

BARFIELD ROAD

BARFIELD ROAD

Existing Clinic Site D r a w i n g N o.

R e v N o.

A/803/SK/01 4

6

6a

8

12

16

4

6

6a

8

12

16

Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work. This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

83

Lomagundi

NOTES

9

REYMEAD CLOSE

69 16

17

14

30

15

13 10

38

The Laurels

12a

17

6

17a

Playing Field 19

Pantiles

10

22 19a

57

21

12 53

20

REYM

LOSE EAD C Playing Field 31

Kingsland Heights

15

3

20

43

11

12

1

7

12

10

10

Playing Field 2

and 1

37

35b

Royal British Legion Club

Play Area FS

Car Park

1

19

arch@inkpendownie.co.uk 33

35

Pond

Kingsway

12

16

POSSIBLE SITE PLAN

36b

36

BARFIELD ROAD

www.inkpendownie.co.uk

Drawing Status

Harrison Court

34

Car Park Inkpen Downie Architecture & Design Ltd 2 Balkerne House Balkerne Passage Colchester CO1 1PA El Sub Sta T e l 0 1 2 0 6 5 7 7 2 4 4 Fax 01206 563 377 34

AY Clinic

Drawn By

Surgery

S

El Sub Sta

Revision

FOR INFORMATION

36 35

Church

Rev Date

Tank

CLOSE

St Gregory

GR

VINCE CL OSE

2

14

3 to 6

7

13

St Cedd

Project

West Mersea Local Healthcare Facilitiesx Barfield Road, West Mersea Client

Cad File

Scale

Drawn By / D a t e

Checked By / Date

Mac 7/803

1: 500

ST/11.03.08

Initials/Date

Title

Proposed Site Plan D r a w i n g N o.

R e v N o.

A/803/SK/02 Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work.

20

This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

Play

ing

NOTES

Fiel

d

PROPOSED DENTAL SURGERY

12

general office 19.5m2

prac. manager 11m2

dental surgery 18m2

10

records office store 19.9m2

dental surgery 18m2

dental surgery 18m2

dental surgery 18m2

Dental Surgery Entrance

lobby 5.9m2

wc 2.5m2

dirty utility room 9m2 plant 4m2

disposal 6.2m2

rehab. loan equip. store 12.2m2

child. play 7.8m2

CAR PARK 32 car parking spaces

wc 2.5m2 cupb. 2.3m2

reception 12.3m2

clean utility room 10m2

staff rest 14.9m2

trainee GP examination 16.9m2 waiting area 25m2 major treatment 18.8m2

cleaners room 7m2

compressor 5.1m2

treatment 16.4m2

wc 2.5m2 wc 2.5m2

examination 13.5m2

examination 13.5m2

dis. wc 4.4m2

fire exit

utility room 14.3m2

cleaners room 7m2

equipment store 10m2

general room equip. store 6m2

clinical room 13.5m2

mach. bay 3m2

UP 14 R

staff rest 20.5m2

interview room 8m2

UP 14 UPR14 R

UP 10 R nappy ch. 4m2

cleaners room 2m2

seminar 40m2

UP 10 R dis. wc 4.5m2 wc wc 2.5m2 2.5m2

utility 7m2

waiting area 34m2

sub waiting 8m2

examination 13.5m2

examination 13.5m2

admin room 11m2

reception 4.1m2

community staff office 20.8m2

general office 18.6m2 children play 19.5m2

lobby 6m2

general store 6m2

staff staff shower wc 2.5m2 2.5m2

office for HV&DN 13m2

prac. manager 11.2m2

buggy park 8m2

general store 6.2m2

records office 18m2

PROPOSED PROVIDER ACCOMODATION

POSSIBLE FIRST FLOOR PLAN

Local Healthcare Entrance

First Floor Area = 186.8 m2. (Floor areas are measured inside face of external walls.)

PROPOSED LOCAL HEALTHCARE ACCOMODATION

POSSIBLE GROUND FLOOR PLAN Tan

Ground Floor Area = 708.2 m2. (Floor areas are measured inside face of external walls.)

k

Proposed Total Floor Area = 895 m2. Required Total Floor Area = 915.04 m2.

Rev Date

Play

ing

Fiel

Revision

Drawn By

d

35b

Inkpen Downie Architecture & Design Ltd 2 Balkerne House

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

33

37 35

Roy Brit al Leg i s h ion Clu b

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

Drawing Status

FOR INFORMATION Project

West Mersea Local Healthcare Facilitiesx Barfield Road, West Mersea Car Par k

6

Client

BAR FIEL DR OA D

Cad File

Scale

Drawn By / D a t e

Checked By / Date

Mac 7/803

1: 200

ST/11.03.08

Initials/Date

Title

Proposed Ground and First Floor Plans

FS

Play Are a

D r a w i n g N o.

R e v N o.

A/803/SK/03 Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


Do not scale dimensions off drawings. Use written or calculated dimensions. The contractor i s responsible for checking all dimensions before ordering or starting work.

PROPOSED DENTAL SURGERY

This drawing has been produced for the client for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the client and will have a commensurate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g is not intended for use by any other person or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. Inkpen Downie Architecture &Design accept no liability whatsoever if this drawing is used by any other person or for a n y o t h e r p u r p o s e.

NOTES

general office 19.5m2

prac. manager 11m2

dental surgery 18m2

records office store 19.9m2

dental surgery 18m2

dental surgery 18m2

dental surgery 18m2

reception 12.3m2

Dental Surgery Entrance

wc 2.5m2 cupb. 2.3m2

rehab. loan equip. store 12.2m2

child. play 7.8m2 lobby 5.9m2

staff rest 14.9m2

waiting area 25m2 major treatment 18.8m2

cleaners room 7m2

wc compressor 2.5m2 5.1m2 wc 2.5m2

examination 13.5m2

examination 13.5m2

dis. wc 4.4m2

fire exit

utility room 14.3m2

clean utility room 10m2

wc 2.5m2

dirty utility room 9m2

disposal 6.2m2

plant 4m2

trainee GP examination 16.9m2

treatment 16.4m2

cleaners room 7m2

equipment store 10m2

mach. bay 3m2

UP 14 R

dis. wc 4.5m2 waiting area 34m2

utility 7m2

sub waiting 8m2

examination examination 13.5m2 13.5m2

admin room 11m2

seminar 40m2 general store 6m2

staff staff shower wc 2.5m2 2.5m2

office for HV&DN 13m2

community staff office 20.8m2

general office 18.6m2 lobby 6m2

interview room 8m2

UP 10 R

reception 4.1m2

children play 19.5m2

staff rest 20.5m2

UP 14 UPR14 R

UP 10 R nappy ch. wc wc 4m2 2.5m2 2.5m2

cleaners room 2m2

general room equip. store 6m2

clinical room 13.5m2

prac. manager 11.2m2

buggy park 8m2

general store 6.2m2

records office 18m2

Rev Date

Drawn By

POSSIBLE FIRST FLOOR PLAN

PROPOSED PROVIDER ACCOMODATION

Local Healthcare Entrance

Revision

First Floor Area = 186.8 m2. (Floor areas are measured inside face of external walls.)

PROPOSED LOCAL HEALTHCARE ACCOMODATION

Inkpen Downie Architecture & Design Ltd 2 Balkerne House

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

POSSIBLE GROUND FLOOR PLAN

Proposed Total Floor Area = 895 m2. Required Total Floor Area = 915.04 m2.

Ground Floor Area = 708.2 m2. (Floor areas are measured inside face of external walls.)

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

Drawing Status

FOR INFORMATION Project

West Mersea Local Healthcare Facilitiesx Barfield Road, West Mersea Client

Cad File

Scale

Drawn By / D a t e

Checked By / Date

Mac 7/803

1: 100

ST/11.03.08

JI/12.03.08

Title

Proposed Ground and First Floor Plans

Play

D r a w i n g N o.

ing

Fiel

R e v N o.

A/803/SK/04

d

Copyright reserved by Inkpen Downie Architecture & Design. This drawing shall not be reproduced or used without prior permission of the partnership.


D o not sca le di mens ions off dra wings. Use w rit ten or ca lcu lated d imensions. The cont rac tor i s responsible for checking a ll dimensions be fo re ordering or start ing work .

Th is dra wing has been p roduced for the cl ient for the p r o j e c t o n t h e s i t e s h o w n. I t w a s p r e p a r e d f o r a p u r p o s e agreed with the c lient and wil l have a co m men su rate d e g r e e o f a c c u r a c y. I t i s n o t a r e c o r d "as built". T h i s d r a w i n g i s no t in tended fo r use by any o ther pe rson or for any other p u r p o s e t h a n t h a t s p e c i f i e d h e r e. I nkpen Down ie Arch itecture &Des ign accept no liabi lity whatsoever i f th is d raw ing is used by any other person o r fo r a n y o t h e r p u r p o s e.

700

1400 00

1900

NOTES

1500

ELEVATION 1:50

Rev Date

Revision

Drawn By

Ă&#x2DC;1 900 Inkpen Downie Architecture & Design Ltd 2 Balkerne House

° 24.78

Colchester

CO1 1PA

Fax 01206 563 377 www.inkpendownie.co.uk

Draw ing S ta tus

5850

2850

Balkerne Passage

Tel 01206 577 244 arch@inkpendownie.co.uk

Project

1500

1500

1500

THE BRAILLE ORBS

Client

950

Cad File

Mac 7

Scale

Drawn By / D a t e

1:50

ST/May 08

Checked By / Date

Tit le

PLAN & ELEVATION & PERSPECTIVES

PLAN 1:50

D r a w i n g N o.

A/808/CM/01

R e v N o.

A

Co p yri ght re se r ve d b y In kp en D ow ni e A r chit ect ur e & De si gn. Thi s dr awi ng s hal l not be re pr odu c ed o r u s ed w itho ut p ri or pe r mi s sio n of th e p art ne rs hi p.


Sebnem Tuncel MacDonald 2006 - 2010 Community Projects  
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