600 VARIES (*)

300

300

225

CLT FRAME TOSPECIALIST'S DETAIL

EXTERNAL MASONRY

FINISHES TBC BY ARCHITECT(ASSUME 100mm SAND/CEMENTSCREED ON 125mm RIGID INSULATION)

175

1200g DPM ON 50mmSAND BLINDING

50mm CONCRETEBLINDING BELOWDOWNSTANDS ONLY

150mm DOT 1 BELOWBLINDING LAYERS

GRANULAR FILL IN 225mmLAYERS - SEE PLAN FORMINIMUM DEPTHS

SECT. A-A : TYPICALEXTERNAL WALL SECTIONSECTION A1-A1 SIMILAR SEE NOTESCALE 1:20

A252 TOP 30covA393 BTM 40cov

H10.200

H10.200GEN 1 CAVITY FILL

INSULATION TO ARCH'S DETAIL

A252 TB785 B

F.F.L. =+ 9.580

77.5 TYP.(*) 2

25 S.S.L. =+ 9.355

T.O.C. =+ 9.055

175 THK SLAB

600

H16H16H16

30

300 (*)300 (*)

TOE / SLAB EDGE SETTING OUT:SEE BOXED xxx DIMENSIONS ON THIS SECTION. (*) = DIM VARIESO/A TOE WIDTH IS TYPICALLY 600mm BUT VARIES:TOE WIDTH INCREASES IN AREAS AS DIMENSIONED ON PLAN. SETTING OUTOF THE TOE / SLAB DOWN-STAND IS UNIFORM, AND SET OUT 30mm FROMFACE OF EXTERNAL CLT WALL AS SHOWN. ANY INCREASE IN THE TOE WIDTHIS EQUAL EACH SIDE OF THIS LINE .TOE DEPTH (SSL TO U/S OF TOE) IS CONSTANT ACROSS THE SLAB AT 600mmDEEP.

NOTE:SECTION A1.-A1. SIMILAR.CAVITY BETWEEN CLT &EXTERNAL MASONRYOMITTED.TOE WIDTH REDUCED TO450mm WD. & FACE OFDOWNSTAND SET OUT TOSUIT - FLUSH WITHMASONRY INNER FACE/OUTER FACE OF CLT

FACE OF DOWN-STANDINDICATED THUS

ON PLAN

600 VARIES (*)

300

300

225

CLT FRAME TOSPECIALIST'S DETAIL

EXTERNAL MASONRY

FINISHES TBC BY ARCHITECT(SPRUNG FLOOR WITHIN HALL AREA)

175

1200g DPM ON 50mmSAND BLINDING

50mm CONCRETEBLINDING BELOWDOWNSTANDS ONLY

150mm DOT 1 BELOWBLINDING LAYERS

GRANULAR FILL IN 225mmLAYERS - SEE PLAN FORMINIMUM DEPTHS

SECT. A2 - A2 :EXTERNAL WALL SECTION AT HALLSCALE 1:20

A252 TOP 30covA393 BTM 40cov

H10.200

H10.200GEN 1 CAVITY FILL

INSULATION TO ARCH'S DETAIL

A252 TB785 B

F.F.L. =+ 9.580

77.5 TYP.(*) 2

25 S.S.L. =+ 9.355

T.O.C. =+ 9.055

175 THK SLAB

600

H16H16H16

30

300 (*)300 (*)

TOE / SLAB EDGE SETTING OUT:FOR ALL SETTING OUT NOTES REFER TO SECTION A-A

FACE OF DOWN-STANDINDICATED THUS

ON PLAN

Circu

lation CO

URTY

ARD

SENc

o

Plant

Room

137.5

m2

Kitch

enett

e

10 m

2

18 m

2

Exter

nal K

itche

n

Acce

ss

Exter

nal

Storag

e

Pre-sc

hool

lobby

61m2

61m2

62m2

KS2

Year

6

KS2

Year

6

62 m

2

62 m

2

63m2

63m2

Kitch

en

60 m

2

Rece

ption

clas

sroom

01

Chair

st./

Serve

ry

63m2

63m2

Small

Hall

Circu

lation

97m2

Grou

p area

Circu

lation62

m2

PRE-

SCHO

OL

COUR

TYAR

D

Rece

ption

clas

sroom

02

MAIN

ENTR

ANCE

PRE S

CHOO

L

ENTR

ANCE

10 m

2

Circu

lation

14 m

2

11m2

51m2

95m2

KS2

Year

5

KS2

Year

5

62 m

2

62 m

2

KS1

Year

2

KS1

Year

2

KS2

Year

3

KS2

Year

3

KS2

Year

4

KS2

Year

4

63 m

2

66 m

2

Plant

room

7 m2

Pre-Sc

hool

01 &

02

KS1

Year

1

KS1

Year

1

16 m

2

11m2

Caret

aker

12 m

2

72 m

2

RC co

mmon

area35

m2

RECE

PTIO

N

CLAS

SROO

MS

COUR

TYAR

D

15.5

m2

226 m

2

298 m

2

Private Dwelling

Hatton Park Primary School

Pond

175

1200g DPM ON50mm SANDBLINDING

150mm DOT 1BELOW BLINDINGLAYERSGRANULAR FILL IN225mm LAYERS -SEE PLAN FORMINIMUM DEPTHS

SECT. D - D : JOINT DETAILSCALE 1:20

600/750

H10.200

H16

B785 B

A252 TOP 30covA393 BTM 40cov

FINISHES TBC BY ARCHITECT(ASSUME 100mm SAND/CEMENTSCREED ON 125mm RIGIDINSULATION)

175 THK SLAB

F.F.L. =+ 9.580

225 S.S.L. =

+ 9.355

600

600 LONG @ 300 c/c.HALF OF BAR TO BE DEBONDEDOVER ONE SIDE OF JOINT.

CLT FRAME

600/750

H10.200

H16H16H16H16H16

H10.200H10.200

1200 / 1500O/A BEAM WIDTH VARIES ALONGLINE OF JOINT, FROM 1200mm TO1500mm - REFER TO PLAN

Joint Indicatedthus on Plan

SECT. E-E : SECTION ATEXTERNAL COLUMN.SCALE 1:20

2125

600

225

CLT FRAME TO TIMBERSPECIALIST'S DETAIL

EXTERNAL MASONRY

FINISHES TBC BY ARCHITECT(ASSUME 100mm SAND/CEMENTSCREED ON 125mm RIGIDINSULATION)

175

SLAB

1200g DPMON 50mmSANDBLINDING

50mmCONCRETEBLINDINGBELOWDOWNSTANDSONLY

150mm DOT 1 BELOWBLINDING LAYERS

GRANULARFILL IN 225mmLAYERS - SEEPLAN FORMINIMUMDEPTHS

A252 TOP 30covA393 BTM 40cov

H10.200

H10.200GEN 1 CAVITY FILL

INSULATION TO ARCH'S DETAIL

A252 TB785 B

F.F.L. =+ 9.580

225 S.S.L. =

+ 9.355

T.O.C. =+ 9.055 8

25

H16H16H16

30

300 (*)

T.O.C. =+ 9.355

UPSTAND LOCAL TO EXTERNALCOLUMNS - SEE PLAN FORDIMENSIONS

FGL VARIES SEE ARCHITECT

GLULAM COLUMN - REFER TOARCHITECTS / TIMBER SPECIALIST'SDETAILED DRAWINGS FORCONNECTION DETAIL

500

H10.200

CLT FRAME

175

1200g DPM ON 50mm SANDBLINDING

150mm DOT 1 BELOWBLINDING LAYERS

GRANULAR FILL IN 225mmLAYERS - SEE PLAN FORMINIMUM DEPTHS

SECT. B-B : TYPICAL INTERNAL DOWNSTAND SECTIONSCALE 1:20

VARIES

175

1200g DPM ON50mm SANDBLINDING

150mm DOT 1BELOW BLINDINGLAYERS

GRANULAR FILL IN225mm LAYERS -SEE PLAN FORMINIMUM DEPTHS

SECT. C-C : ABUTMENT TO EXISTING WALLSSCALE 1:20

450

H10.200

H16

A252 TOP 30covA393 BTM 40covH10.200

1650

B785 B

H10.200

B785 B

A252 TOP 30covA393 BTM 40cov

F.F.L. =+ 9.580

225 S.S.L. =

+ 9.355

FINISHES TBC BY ARCHITECT(ASSUME 100mmSAND/CEMENT SCREED ON125mm RIGID INSULATION)

FINISHES TBC BY ARCHITECT(ASSUME 100mm SAND/CEMENTSCREED ON 125mm RIGID INSULATION)

175 THK SLAB 175 THK SLAB

F.F.L. =+ 9.580

225 S.S.L. =

+ 9.355

425 60

0

EXISTING BUILDING

H16H16H16H16H16

H10.200

= =

CL

INTERNAL SLAB DOWNSTANDS VARY IN WIDTH. TYPICALLY SET OUT CENTRAL TOINTERNAL CLT WALLS. INTERNAL DOWNSTAND DEPTH (SSL TO U/S OF TOE) ISCONSTANT ACROSS SLAB AT 600mm DEEP.

600

FACE OF ABUTMENTINDICATED THUS

ON PLAN

CLT FRAME

175

1200g DPM ON 50mm SANDBLINDING

150mm DOT 1 BELOWBLINDING LAYERS

GRANULAR FILL IN 225mmLAYERS - SEE PLAN FORMINIMUM DEPTHS

SECT. B2 - B2 : TYPICAL INTERNAL DOWNSTAND SECTION AT HALLSCALE 1:20

VARIES

H10.200

H16

A252 TOP 30covA393 BTM 40covH10.200

1650

B785 B

F.F.L. =+ 9.580

225 S.S.L. =

+ 9.355

FINISHES TBC BY ARCHITECT(ASSUME 100mmSAND/CEMENT SCREED ON125mm RIGID INSULATION)

175 THK SLAB

425

H16H16

= =

CL

SEE SETTING OUT NOTE ON SECTION B - B

600

FINISHES TBC BY ARCHITECT(SPRUNG FLOOR WITHIN HALL AREA)

SECT. F - F : DETAIL AT INTERNAL COURT YARDCANOPYSCALE 1:20

INSULATION TO ARCH'S DETAIL

26 24

600

750

94 TBC

3327

482 TBC

CLPOST

50mm CONCRETEBLINDING BELOWPADS

NOTE

This drawing is not to be scaled. All dimensions to be

checked on site and any discrepancies to be reported to the

Mouchel office. All material is produced on behalf

of Mouchel ltd. All drawings to be read in

conjunction with specification where applicable.

C MOUCHEL ltd.

Based upon the ordnance Survey map with the permission of the Controller of

Her Majesty's Stationery Office. Crown Copyright Licence No. LA076 49X.C

Rev. Description ApprovedCheckedDrawnDesign Date

The BTC, Bessemer Drive, Stevenage, Herts SG1 2DX

Drawing No : Rev. No :

Date :Scale :

Design: Checked:

Drawing Title :

Mouchel Project No :

Project :

@ :

Site Ref \ USRN :

Client :

Approved:

Client Ref Number :

Drawn:

Tel : +44 (0) 161 3448731 Fax: (+44 (0) 1438 791051

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