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Preliminary
Scale:
London Office 9th Floor, 236 Gray's Inn Rd, London WC1X 8HB +44 (0)20 7354 5402 eocengineers.com
Drawing Title
Project Title
Drawing Status
Project Number
Date
Drawn By Checked By
Drawing Number Revision
General Notes
1. This drawing is to be read in conjunction with allrelevant architects & engineers drawings &specifications.
2. The contractor is to be responsible for all dimensions& for the correct setting out of the works onsite.
3. Do not scale from this drawing.
[A1]
14131
S1.15
Author Checker
ALS - Alleyn's Lower School
Unnamed
Rev Date By Amendments
C
C
A
A
B
B
11
22
3
3
4
4
5
5
6
6
C2C2
C2 C1
C1
C5
C3
C3
C5
C3
C3
C5
C3
180mm thkRC Wall
180mm thkRC Wall
215mm thkRC Wall
215mm thkRC Wall
215mm thkRC Wall
215mm thkRC Wall
215mm thkRC Wall
215mm thkRC Wall
180mm thkRC Wall
C3
C3
C3
C3C3
WP3WP3
WP3WP3
WP3WP3
WP3WP3
WP3WP3
WP3WP3
WP3WP3
WP3
WP3
WP3
WP3
WP3
275 thk RC Slab on225 thk Cellcore
HXS 9/13SSL 31.590
Platform lift (by others) it isassumed that no lift pit isrequired
Pairs of Ancon WP3windposts at each masonrypiers. Posts to be 75x60x5,
connections details by Ancon
Insitu R.C. stair with 200thk waist and half landing.Setting out to Architectsdetails
Insitu R.C. stair with 200thk waist and half landing.Setting out to Architectsdetails
Self supporting masonryfacade to Architectsdetails. Min brick strengthto be 20N/mm², min mortartype (iv)
1
S2.02
800 wide x 750 deep RC beamto perimeter of slab. Recessdetail at edge to receiveexternal leaf of cavity wall.
WP3
WP3
Lintels span between masonrypiers. See elevations and
architects drawings for furtherinformation.
All non-load bearingmasonry walls tied to R.C.columns and restrained atfirst floor soffit as noted ondrawing S0.01
Alignment of entrancecolumns and brickwork tobe developed with theArchitect in the nextdesign stage.
Allow for horizontal wind posts betweenvertical posts to restrain brickwork atbottom of windows. For costing allow forWP3. For more information refer toelevation drawings.
175 wide x 5 thk ms flat fixed to R.C. columnsvia 200 long section of 100x100x8 EA at highlevel. Flat fixed to angle with 2No. M16 bolts.
Angle fixed to column with 2No. M16 resinanchors. Anchors to miss column reinforcement.
Ancon FHR head restraint straps between flatand nonstructural wall.
B6 B6
B6
B6
Where lintels span onto RC columnsallow for 150mm long section of100x100x8 EA to be fixed to column toreceive lintel. Angle fixed to column with2No. M16 resin anchors.
1
S4.01
2
S4.01
3
S4.01
1652
4
S4.01
344
459
215
1652
344
434
1236
1236
540540
439599
1652344
474
215
215
215
215
1S1.10
2S1.10
2
S2.02
Slab edgeSlab edge
WP3
WP3WP3
180mm thkRC Wall
WP3
WP3
WP3 WP3
WP3WP3
WP3
WP3
Preliminary
Scale:
London Office 9th Floor, 236 Gray's Inn Rd, London WC1X 8HB +44 (0)20 7354 5402 eocengineers.com
Drawing Title
Project Title
Drawing Status
Project Number
Date
Drawn By Checked By
Drawing Number Revision
General Notes
1. This drawing is to be read in conjunction with allrelevant architects & engineers drawings &specifications.
2. The contractor is to be responsible for all dimensions& for the correct setting out of the works onsite.
3. Do not scale from this drawing.
1 : 100 [A1]
P2
14131
S1.03
SKD JH
ALS - Alleyn's Lower School
Ground Floor Plan
DEC 2015
Structural Column Schedule
Type Mark Type
C1 720x180 RC ColumnC2 720x215 RC ColumnC3 720x200 RC ColumnC4 UC152x152x37C5 605x200 RC ColumnC6 100x100x8 RSA
WP3 AnconWP3_75x60x5mm
Steel Beam Schedule
Steel Beam Type
B1 UB254x146x43B2 UC254x254x89B3 UB203x133x30B5 UC152x152x23B6 5x175B7 15x150B8 100x100x10RSAB9 90x90x10RSAB10 RHS200x150x10.0 +
8x250 plateB11 RHS250x150x10.0 +
8x250 plateB12 RHS200x100x10.0P1 8x50 FLAT
Rev Date By Amendments1 09.10.15 TGJ Preliminary Issue2 27.11.15 SKD Preliminary Issue
C
C
A
A
B
B
11
22
3
3
4
4
5
5
6
6
C3
C3
C3
C5C2
C3
C5
C2C2
C5
180mm thkRC Wall
215mm thkRC Wall
215mm thkRC Wall
180mm thkRC Wall
215mm thkRC Wall
215mm thkRC Wall
Underside ofslab tapers to150mm thk
Underside ofslab tapers to150mm thk
Underside ofslab tapers to150mm thk
Void
180mm thkRC Wall
180mm thkRC Wall
C3
C3
C3
C3
275 thk RC SlabSSL=35.200
C3C3
WP3WP3
WP3WP3
WP3WP3
WP3WP3 WP3
WP3WP3
WP3
WP3WP3
WP3WP3
WP3WP3
WP3
WP3WP3
WP3WP3
Pairs of Ancon WP3windposts at each masonrypiers. posts to be 75x60x5,connections details by Ancon
Insitu R.C. stair with 200thk waiste and half landing.Setting out to Architectsdetails
Insitu R.C. stair with 200thk waiste and half landing.Setting out to Architectsdetails
Self supporting masonryfacade to Architectsdetails. Min brick strengthto be 20N/mm², min mortartype (iv)Void for platform lift. Dims and
setting out tbc by Architect
1
S2.02
215mm thkRC Wall
215mm thkRC Wall
Refer to Roof Plan S1.05 forCornice / Lintel Support
Ancon masonry supportbracket attached to first floorslab. Allow for M16 anchors inRawl R-Kem + resin at 200c/c. Min embedment = 200mm
Floor void. Dimensionsand setting out toarchitects details.
Col under
Colunder
1236
4
S4.01
2
S2.02
1
S4.02
2
S4.02
4
S4.02
2S1.10
Sim
1S1.10
Sim
3
S4.02
1
S4.03
Voids in Walls below FirstFloor Slab.
WP3WP3
WP3
WP3
WP3WP3
WP3WP3
WP3WP3
WP3
WP3 WP3
Preliminary
Scale:
London Office 9th Floor, 236 Gray's Inn Rd, London WC1X 8HB +44 (0)20 7354 5402 eocengineers.com
Drawing Title
Project Title
Drawing Status
Project Number
Date
Drawn By Checked By
Drawing Number Revision
General Notes
1. This drawing is to be read in conjunction with allrelevant architects & engineers drawings &specifications.
2. The contractor is to be responsible for all dimensions& for the correct setting out of the works onsite.
3. Do not scale from this drawing.
1 : 100 [A1]
P2
14131
S1.04
TGJ JH
ALS - Alleyn's Lower School
First Floor Plan
Oct 2015
Structural Column Schedule
Type Mark Type
C1 720x180 RC ColumnC2 720x215 RC ColumnC3 720x200 RC ColumnC4 UC152x152x37C5 605x200 RC ColumnC6 100x100x8 RSA
WP3 AnconWP3_75x60x5mm
Rev Date By Amendments1 09.10.15 TGJ Preliminary Issue2 27.11.15 SKD Preliminary Issue
C
C
A
A
B
B
11
22
3
3
4
4
5
5
6
6
B3
B3
B3B1
B1 B1
B10 B10
B11
B1
B1
B10
B10
B10
1
S2.02
T1
T1
T1
T1
B3
B3
B3
B3
Temporary propping toAtrium roof required during
construction
In the permanent condition overallstabillity of the roof structure relies
on the RC columns below anddiaphragm action of timber roof.The contractor is to consider the
need for temporary bracing.
Cranked beams spanbetween RC columns andsteel beams.
Pre-fabricated brick corniceto Architects details. Allowfor cornice to be strappedback to eaves beam.
Double up rafters to trimrooflights [typ]
Trusses fabricated from203x133x30 UB sections.
Refer to sections for furtherinformation. B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1B1
B1
B12
B12
B12
B12
B12B12
B12
B12
B2
B2
B2 B2
B12
T2
T1 T1T1T1
T2T2
T1
T1
T1
T1
T2T2
T2
B1B1
B1
B1
B1
T1
T1
T1
T1T1
T1
T1
T1
T1
T1T1
T1
T1
T1
T1
B3
B3
B3
B3
B3 B3
B3
B3
B3
B3
B3
B3
B10
TRUSS-1
TRUSS-2
TRUSS-1
TRUSS-1
TRUSS-2
TRUSS-1
TRU
SS-2
TRU
SS-1
TRU
SS-1
B7
B7B7
1
S4.03
2
S4.03
3
S4.03
4S4.03
3
S4.04
Stainless steel Cornicesupport/lintel to full perimeter.Discontinious at movementjoints spanning over windowsmin. 150mm bearing eachside.Refer to Architects Details
XS1.12
Sim
1S4.06
Sim
B10
B10
B10
B10B10
B11
B11B10
B1
Preliminary
Scale:
London Office 9th Floor, 236 Gray's Inn Rd, London WC1X 8HB +44 (0)20 7354 5402 eocengineers.com
Drawing Title
Project Title
Drawing Status
Project Number
Date
Drawn By Checked By
Drawing Number Revision
General Notes
1. This drawing is to be read in conjunction with allrelevant architects & engineers drawings &specifications.
2. The contractor is to be responsible for all dimensions& for the correct setting out of the works onsite.
3. Do not scale from this drawing.
1 : 100 [A1]
P2
14131
S1.05
SKD Checker
ALS - Alleyn's Lower School
Roof Plan
N
Rev Date By Amendments1 09.10.15 TGJ Preliminary Issue2 27.11.15 SKD Preliminary Issue
Steel Beam Schedule
Steel Beam Type
B1 UB254x146x43B2 UC254x254x89B3 UB203x133x30B5 UC152x152x23B6 5x175B7 15x150B8 100x100x10RSAB9 90x90x10RSAB10 RHS200x150x10.0 +
8x250 plateB11 RHS250x150x10.0 +
8x250 plateB12 RHS200x100x10.0P1 8x50 FLAT
Timber Rafter Schedule
Type Mark TypeT1 50x225 C24 @ 600 ctrsT2 50x200 C24 @ 600 ctrs
Note:
Min 18mm thk ply screwd to top of allrafters with 75mm long No.10 screws@ 300 c/c's.
B
1
4
3
S1.10
1
6
4
S1.10
03 - GROUND FLOOR SSL+31.590
04 - FIRST FLOOR SSL+35.200
1 2
02 - FOUNDATION LEVEL+31.315
3610
8250
(TYP.)
275
03 - GROUND FLOOR SSL+31.590
04 - FIRST FLOOR SSL+35.200
1 28250
275
Preliminary
Scale:
London Office 9th Floor, 236 Gray's Inn Rd, London WC1X 8HB +44 (0)20 7354 5402 eocengineers.com
Drawing Title
Project Title
Drawing Status
Project Number
Date
Drawn By Checked By
Drawing Number Revision
General Notes
1. This drawing is to be read in conjunction with allrelevant architects & engineers drawings &specifications.
2. The contractor is to be responsible for all dimensions& for the correct setting out of the works onsite.
3. Do not scale from this drawing.
1 : 50 [A1]
14131
S1.10
Author Checker
ALS - Alleyn's Lower School
STAIRS
Rev Date By Amendments
1 : 50STAIR-1
1 : 50STAIR-2
1 : 50
SECTION 3-33
1 : 50S1.10
SECTION 4-44
3D VIEW STAIR-15
3D VIEW STAIR-26
A
4 6
B1
B1
B1
B1M20 Bolts M20 Bolts
B3
B1
B3
B3
B1
B3
B3 15mm End Plate
15mm End Plate
15mm End Plate
1
S1.12
AS1.12
BS1.12
2
S1.12
3
S1.12
4
S1.12
Y
Z
924 931
X
S1.14
05 - TOP OF STEEL+38.354
B1
2 No. M20 Bolts
540
215
215
B1
B1
6
B1
B3
B3215
15mm End Plates
150
147
05 - TOP OF STEEL+38.354
392
C4
C4
10
10mm End Plate
B1
15mm Armatherm FRRThermal Break connectionplate with washers andBushing details
4
05 - TOP OF STEEL+38.354B1
15mm Steel End Plate6mm FW
05 - TOP OF STEEL+38.354
B3
15mm Steel End Plate6mm FW
Preliminary
Scale:
London Office 9th Floor, 236 Gray's Inn Rd, London WC1X 8HB +44 (0)20 7354 5402 eocengineers.com
Drawing Title
Project Title
Drawing Status
Project Number
Date
Drawn By Checked By
Drawing Number Revision
General Notes
1. This drawing is to be read in conjunction with allrelevant architects & engineers drawings &specifications.
2. The contractor is to be responsible for all dimensions& for the correct setting out of the works onsite.
3. Do not scale from this drawing.
As indicated[A1]
14131
S1.12
SKD TR
ALS - Alleyn's Lower School
CHIMNEY DETAILS-Sheet 1
Nov.`15
Rev Date By Amendments
1 : 10S1.05
Plan on Chimney at +38.354X
1 : 5S1.12
Section 1-11
3D OVERALL VIEW OF CHIMNEY AREA10
1 : 5S1.12
Enlarged Plan at +38.354A
1 : 5S1.12
Plan B at +38.354B
1 : 10S1.12
Section 2-22
1 : 5S1.12
Section 3-33
1 : 5S1.12
Section 4-44
3D VIEW Y5 3D VIEW Z6
A 46
B8
B8
B5
B5B5
B5
C4
C4
C4
C4
B5
B8
B5
451
1125
1180
928
1
S1.13
2
S1.13
Z1
X
S1.14
A
06 - ROOF LEVEL+39.785
07 - CHIMNEY STEEL LEVEL+39.924
B5
B5
B8
C4
C4
05 - TOP OF STEEL+38.354
06 - ROOF LEVEL+39.785
07 - CHIMNEY STEEL LEVEL+39.924
B5 B5
C4
C4
P1
C4C4
B1
B8 B8
15mm Artherm FRRThermal Break connectionplate with washers andbushing details
Preliminary
Scale:
London Office 9th Floor, 236 Gray's Inn Rd, London WC1X 8HB +44 (0)20 7354 5402 eocengineers.com
Drawing Title
Project Title
Drawing Status
Project Number
Date
Drawn By Checked By
Drawing Number Revision
General Notes
1. This drawing is to be read in conjunction with allrelevant architects & engineers drawings &specifications.
2. The contractor is to be responsible for all dimensions& for the correct setting out of the works onsite.
3. Do not scale from this drawing.
1 : 10 [A1]
14131
S1.13
Author Checker
ALS - Alleyn's Lower School
CHIMNEY DETAILS-Sheet 2
Rev Date By Amendments
1 : 10S1.07
Plan on Chimney at +39.785X
1 : 10S1.13
Section 1-11
1 : 10S1.13
Section 2-22
THE WHOLE FRAME IS TO BE WELDED BY 6mm F.W
3D VIEW Z1Z1
A 46
1190
To Inside face of Brickwork
A1
X
S1.14
07 - CHIMNEY STEEL LEVEL+39.924
B8
103 102.5 Brick
Preliminary
Scale:
London Office 9th Floor, 236 Gray's Inn Rd, London WC1X 8HB +44 (0)20 7354 5402 eocengineers.com
Drawing Title
Project Title
Drawing Status
Project Number
Date
Drawn By Checked By
Drawing Number Revision
General Notes
1. This drawing is to be read in conjunction with allrelevant architects & engineers drawings &specifications.
2. The contractor is to be responsible for all dimensions& for the correct setting out of the works onsite.
3. Do not scale from this drawing.
As indicated[A1]
14131
S1.14
Author Checker
ALS - Alleyn's Lower School
CHIMNEY DETAILS-Sheet 3
Rev Date By Amendments
3D VIEW A11
1 : 10
Plan on Chimney at +39.785 Showing Brickwork2
1 : 2S1.12
Section X-XX
Tender
Scale:
London Office 9th Floor, 236 Gray's Inn Rd, London WC1X 8HB +44 (0)20 7354 5402 eocengineers.com
Drawing Title
Project Title
Drawing Status
Project Number
Date
Drawn By Checked By
Drawing Number Revision
General Notes
1. This drawing is to be read in conjunction with allrelevant architects & engineers drawings &specifications.
2. The contractor is to be responsible for all dimensions& for the correct setting out of the works onsite.
3. Do not scale from this drawing.
[A1]
15182
S2.06
Author Checker
Hazeley Down House
Unnamed
Rev Date By Amendments
1
S2.01
1 2 3 4 5 6
D
E
F
G
H
I
J
3500
500
3000
3775
950
2000
1800 1500 5100 1650 4900
25225 25 225
1540017
774
1117
7
25225
7460
3005
510
250
25 225
1175
252 431205
1775
175
544
175
8888
336
745
322
835
T.O.C +46.600
2
S2.01
3
S2.02
175
175350 17
5
175
350C1
C1C1
25025
0
250
250
1
S4.02
2
S4.02
3
S4.02
6
S4.02
2522
5
5020
0
1523
5
250
675
88
175
2952 300mm THK. R.C SLAB
4
S2.02
PRELIMINARY
Scale:
London Office 9th Floor, 236 Gray's Inn Rd, London WC1X 8HB +44 (0)20 7354 5402 eocengineers.com
Drawing Title
Project Title
Drawing Status
Project Number
Date
Drawn By Checked By
Drawing Number Revision
General Notes
1. This drawing is to be read in conjunction with allrelevant architects & engineers drawings &specifications.
2. The contractor is to be responsible for all dimensions& for the correct setting out of the works onsite.
3. Do not scale from this drawing.
1 : 50 [A1]
15182
S1.02
SKD R.R
Hazeley Down House
Basement Plan
16.11.15
1 : 50Basement Slab3
P1
P2
P2
Rev Date By Amendments16.11.15 SKD Preliminary19.11.15 SKD Preliminary
B1-Basement SSL+46.750
1
150
225 25
250 mm R.C. Wall
B1-Basement SSL+46.750
175
150
300
B1-Basement SSL+46.750
J
177
250
1001
00-Ground Floor SSL+49.600
1
1000
150
200 250
450
265SHS100x100x10.0
450x700DP RCBEAM
300
00-Ground Floor SSL+49.600
DE
1000
700
450
SHS100x100x10.030
0
VOID
450x700 dp Mass ConcreteFoundation
VOID
20mm Movement Joint
225mm Thk. R.C SlabMin. 100mm wide blockworkdwarf wall
150mm Dp. O/A Beam & Block@ 300 c/c
225
180
700
450
225 225
00-Ground Floor SSL+49.600
B1-Basement SSL+46.750
EF950
300
50 200
250
3000
PRELIMINARY
Scale:
London Office 9th Floor, 236 Gray's Inn Rd, London WC1X 8HB +44 (0)20 7354 5402 eocengineers.com
Drawing Title
Project Title
Drawing Status
Project Number
Date
Drawn By Checked By
Drawing Number Revision
General Notes
1. This drawing is to be read in conjunction with allrelevant architects & engineers drawings &specifications.
2. The contractor is to be responsible for all dimensions& for the correct setting out of the works onsite.
3. Do not scale from this drawing.
1 : 20 [A1]
15182
S4.02
SKD R.R
Hazeley Down House
Substructure Sections & Details
Rev Date By Amendments16.11.15 SKD Preliminary19.11.15 SKD Preliminary
1 : 20Section 1 - 11 1 : 20
Section 2 - 22 1 : 20Section 3 - 33 1 : 20
Section 4 - 44
1 : 20Section 5 - 55
1 : 20Section 6 - 66 3D View of Section 6-67
P1
P2
P2
4
B
SHS100x100x10.0
1
A
SHS100x100x10.0PFC380x100x54
PFC
380x
100x
54
150x150x10mm Steel Angle
PFC380x100x54PFC380x100x54
SHS100x100x10.0
150x150x10mm Steel Anglewelded / bolted to adjoining PFC`s
1
C
PFC
380x
100x
54PF
C38
0x10
0x54SHS100x100x10.0
UC152x152x30
460x380 Steel platebolted/welded to PFC`s
PFC380x100x54
PFC380x100x54
UC152x152x30
SHS100x100x10.0
2
B
UC203x203x60 UC203x203x60
UC
152x
152x
30U
C15
2x15
2x30
SHS100x100x10.04 No. 100x125 Steel Plateswelded to SHS and boltedto Uc`s
UC203x203x60
UC152x152x30
UC152x152x30
UC203x203x60
100x125x10mm thk.Steel Plate
PRELIMINARY
Scale:
London Office 9th Floor, 236 Gray's Inn Rd, London WC1X 8HB +44 (0)20 7354 5402 eocengineers.com
Drawing Title
Project Title
Drawing Status
Project Number
Date
Drawn By Checked By
Drawing Number Revision
General Notes
1. This drawing is to be read in conjunction with allrelevant architects & engineers drawings &specifications.
2. The contractor is to be responsible for all dimensions& for the correct setting out of the works onsite.
3. Do not scale from this drawing.
1 : 10 [A1]
15182
S4.11
SKD R.R
Hazeley Down House
Superstructure Sections & Details
16.11.15
Rev Date By Amendments16.11.15 SKD Preliminary19.11.15 SKD Preliminary
1 : 10Plan on SHS1 1 : 10
Detail-2 Plan2 3D-Detail 2A2b 1 : 10Detail-3 Plan3
3D-Detail 3A3b
P1
1 : 10Detail-4 Plan4
3D-Detail 4A4a
P2
P2
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