-
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:
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May 2016 As Shown A1
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