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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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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 E