1. A B C D
2
55
6
6
SUMP 1 SUMP 2
A B
275
275 275600
3293
2088
600
275
2
675 600
275 275
100
600
275
SSL 70775
1... All dimensions in millimetres unless otherwise.
2... All levels in metres above Ordnance Datum
3... For Location of sections Refer to Drg.37661/001 & 002
4... For reinforcement details refer to Drg.37661/
NOTE
ALL CONCRETE IN BASEMENT RAFT SLAB, SUMP PIT AND BASEMENT
RETAINING WALLS TO BE PUDLO WATER-TIGHT CONCRETE
CONSTRUCTED STRICTLY IN ACCORDANCE WITH CURRENT PUDLO
SYSTEM SPECIFICATION USING DETAILS CONFORMING TO CURRENT
RECOMMENDATIONS AND REQUIREMENTS OF PUDLO
CONCRETE KEY
SYMBOL DESCRIPTION
PUDLO CONCRETE
NORMAL CONCRETE
www.eastwoodandpartners.com
mail@eastwoodandpartners.com
St. Andrew's House
23 Kingfield Road
Sheffield
S11 9AS
0114 255 4330
0114 255 4554
Fax
Tel
Information within this drawing is not necessarily produced to scale. Always use figured
dimensions and co-ordinates - if in doubt ask.
NOTES
A First Issue.
REV DESCRIPTION SIG CHK DATE
SCALE WHEN PLOTTED AT A1 DRAWING STATUS
DRAWN CHECKED DATE E & P DRAWING NUMBER REV
/
BIM PROJECT DRAWING NUMBER
Author Checker 06/18/15
BEWLEY HOMES
HARTLEY WINTNEY
PLOTS 1 & 2 SUMP PIT PLAN & DETAILS
Project Status
37661 005
ENLARGED PLAN ON SUMP PITS
SECTION 5 - 5
SECTION 6 - 6
Note:
SUMP PIT SIZED FOR NEWTON
TPW TITAN PRO WHITE
PACKAGE PUMP SYSTEM.
IF A DIFFERENT PACKAGED
PUMP SYSTEM IS TO BE USED,
CONTRACTOR SHOULD VERIFY
SUMP PIT SIZE.
3D VIEW SECTION THROUGH
SUMPS

2. SSL 70.400
SSL 70.775
TOC 73.550
A
275
275
276 100
ENGINEERED TIMBER FLOOR JOISTS TO
MANUFACTURERS DESIGN
JOIST FIXED TO TIMBER PLATE USING
JOIST HANGERS
250x50 TIMBER PLATE FIXED TO RC WALL
USING HILTI M12 HAS-TZ RODS AT 400 c/c
AND HILTI HVUADHESIVE
DRAINED CAVITY SYSTEM BY OTHERS
INSULATION TO ARCHITECTS DETAILS TO
INSIDE FACE OF BASEMENT
RC CONCRETE SLAB IN PUDLO
WATER RETRAINT CONCRETE
CAVITY TRAY
CELLCORE HX S 160mm 9/13 ON
ON 50mm CONCRETE BLINDING
USING FN027 CONCRETE.
75mm THICK CLAYMASTER BY CORDEK
OR EQUAL APPROVED COMPRESSIBLE
MATERIAL
PUDLO WATER
RESISTING CONCRETE
ANCON BRICK TIES
ANCHORED INTO CAST-IN
OMEGA CHANNEL
MASS CONCRETE PADS
OR TRENCHFILL
FOUNDATIONS
5
004
1
138
JOIST FIXED TO TIMBER PLATE USING
JOIST HANGERS
250x50 TIMBER PLATE FIXED TO RC WALL
USING HILTI M12 HAS-TZ RODS AT 400 c/c
AND HILTI HVUADHESIVE
INSULATION TO ARCHITECTS DETAILS TO
INSIDE FACE OF BASEMENT
DRAINED CAVITY SYSTEM BY OTHERS
FINISHES AND INSULATION
TO ARCHITETCS DETAILS
SSL 70400
275
A
B
275
275
275
275 275
600
BITUTHENE LM TO CAVITY
FACE OF INNER LEAF, TO
BE LAPPED INTO PUDLO
RC BASEMENT WALL LINKED
TO CAVITY TRAY.
ENGINEERED TIMBER FLOOR
JOISTS TO MANUFACTURERS DESIGN
SSL 73650 GROUND FLOOR
JOISTS FIXED TO
TIMBER PLATE USING
JOIST HANGERS
INSULATION TO ARCHITECTS DETAILS
TO INSIDE FACE OF BASEMENT WALLS
DRAINED CAVITY
SYSTEM BY OTHERS
SSL 70775 BASEMENT FLOOR
FINISHES AND INSULATION TO
ARCHITECTS DETAILS
RC CONCRETE SLAB
IN PUDLO WATER RESISTANT
CONCRETE
FFL 71000
150
KICKER
6
6
C
300
PLOT 1PLOT 2
SSL 70775 BASEMENT
RC CONCRETE SLAB
IN PUDLO WATER RESISTANT
CONCRETE
275
CELLCORE HX S 160mm
9/13 ON 50mm CONCRETE
BLINDING
FINISHES AND INSULATION
TO ARCHITECTS DETAILS
TOC 73.550
A
275
ENGINEERED TIMBER FLOOR JOISTS TO
MANUFACTURERS DESIGN
JOIST FIXED TO TIMBER PLATE USING
JOIST HANGERS
250x50 TIMBER PLATE FIXED TO RC WALL
USING HILTI M12 HAS-TZ RODS AT 400 c/c
AND HILTI HVUADHESIVE
1... All dimensions in millimetres unless otherwise.
2... All levels in metres above Ordnance Datum
3... For Location of sections Refer to Drg.37661/001 & 002
NOTE
ALL CONCRETE IN BASEMENT RAFT SLAB, SUMP PIT AND BASEMENT
RETAINING WALLS TO BE PUDLO WATER-TIGHT CONCRETE
CONSTRUCTED STRICTLY IN ACCORDANCE WITH CURRENT PUDLO
SYSTEM SPECIFICATION USING DETAILS CONFORMING TO CURRENT
RECOMMENDATIONS AND REQUIREMENTS OF PUDLO
CONCRETE KEY
SYMBOL DESCRIPTION
PUDLO CONCRETE
NORMAL CONCRETE
www.eastwoodandpartners.com
mail@eastwoodandpartners.com
St. Andrew's House
23 Kingfield Road
Sheffield
S11 9AS
0114 255 4330
0114 255 4554
Fax
Tel
Information within this drawing is not necessarily produced to scale. Always use figured
dimensions and co-ordinates - if in doubt ask.
NOTES
A First Issue.
REV DESCRIPTION SIG CHK DATE
SCALE WHEN PLOTTED AT A1 DRAWING STATUS
DRAWN CHECKED DATE E & P DRAWING NUMBER REV
/
BIM PROJECT DRAWING NUMBER
Author Checker 06/17/15
BEWLEY HOMES
HARTLEY WINTNEY
SECTIONS
Project Status
37661 004
SECTION 1 - 1
SECTION 2 - 2 SECTION 3-3
SECTION 4 - 4
JOIST BEARING DETAIL

3. A B C D
1
2
3
E
3293 2655 2655
37676969
3293
33
11
2
2
44
275mm THICK PUDLO CONCRETE RC SUSPENDED
BASEMENT SLAB
SSL 70.775
275mm THICK PUDLO CONCRETE RC SUSPENDED
BASEMENT SLAB
SSL 70.775
275mm THICK RC WALL-2
275mmTHICKRCWALL-1
275mmTHICKRCWALL-3
SUMP FOR DRAINAGE CAVITY
REFER TO DRG. 37661/004
SUMP FOR DRAINAGE CAVITY
REFER TO DRG. 37661/004
55
240
399
www.eastwoodandpartners.com
mail@eastwoodandpartners.com
St. Andrew's House
23 Kingfield Road
Sheffield
S11 9AS
0114 255 4330
0114 255 4554
Fax
Tel
Information within this drawing is not necessarily produced to scale. Always use figured
dimensions and co-ordinates - if in doubt ask.
NOTES
A First Issue.
REV DESCRIPTION SIG CHK DATE
SCALE WHEN PLOTTED AT A1 DRAWING STATUS
DRAWN CHECKED DATE E & P DRAWING NUMBER REV
/
BIM PROJECT DRAWING NUMBER
Author Checker 06/19/14
BEWLEY HOMES
HARTLEY WINTNEY
BASEMENT PLAN
Project Status
37661 003

4. A B C D
1
2
3
E
800
900
800
RC BASE TYPE 2
RC BASE TYPE 1 RC BASE TYPE 2
RC BASE TYPE 3
RC BASE TYPE 3
800 900 800
1400
ZONE FOR SERVICES ACCESS
ZONEFORSERVICESACCESS
37676969
700
ZONEFORSERVICESACCESS
600 600 600 750825
3293 2655 2655 3293
PLOT 1 PLOT 2 466
LATERAL HEAVE PROTECTION
28134156
33
11
2
2
44
750mmWIDEMASSCONCRETETRENCHFILL
825mmWIDEMASSCONCRETETRENCHFILL
MASS CONCRETE TRENCH FILLMASS CONCRETE TRENCH FILL
55
600
600
275275
675
275275
55
600
600
275275
675
275 275
IFL 70.00
OGL 74.50
FGL 73.65
IFL 70.20
OGL 74.00
FGL 73.65
IFL 70.00
OGL 73.50
FGL 73.65
IFL 69.70
OGL 73.00
FGL 73.65
IFL 69.40
OGL 72.35
FGL 73.65
IFL 69.50
OGL 73.00
FGL 73.65
IFL 68.60
OGL 70.70
FGL 71.00
IFL 68.85
OGL 70.95
FGL 71.00
1... All dimensions in millimetres unless otherwise.
2... All levels in metres above Ordnance Datum
3... This drawing is based on K.L. Skalka Architects
DrawingBH338-S3-01 Rev D date 06/03/15.
4... Substructure design based on Geotechnical Report by
Ground Investigation Services
(Southern) Ltd, reference S. 4303 dated October 2013.
5... The following designated concrete mixes to be used:
Mass Concrete Trenchfill - FND 2z
Pad Bases
Reinforced concrete Trenchfill - FND 2z
6... The polystyrene used as a precaution against soil heave
must have a density no greater
than 11kg/m³ and must be designated as highly
compressible and suitable for this usage
eg. Claymaster by Cordek Ltd (tel: 01403 799601)
7... Backfill to substructure walls should be left uncompacted
8... Footings for houses to extend to the deepest of the
following:
a) To the intended founding level (IFL) shown on plan
b) To undisturbed natural ground with an allowable
bearing capacity of 125kN/m²
c) To a depth which will not surcharge adjacent drains
or footings.
9... All substructure blockwork and mortar to be suitable for
Design Sulphate Class DS2z
and Aggressive Chemical Environment for Concrete
AC-2z.
10...For Sections refer to drawing 37661/040
SETTING OUT
ALL TRENCHFILL FOUNDATIONS TO BE 600mm WIDE AND CENTRED ON
GRID LINES UNLESS NOTED OTHERWISE
ALL CONCRETE PAD BASES REINFORCED & CENTRED ON GRID LINES UNLESS
NOTED OTHERWISE
FOUNDATION SCHEDULE
MEMBER NAME MEMBER SIZE T.O.C LEVEL No.OFF
BASE TYPE 1 1800x1800x400 THICK 70.4 1
BASE TYPE 2 1600x1600x400 THICK 70.4 2
BASE TYPE 3 1400x1400x400 THICK 70.4 4
www.eastwoodandpartners.com
mail@eastwoodandpartners.com
St. Andrew's House
23 Kingfield Road
Sheffield
S11 9AS
0114 255 4330
0114 255 4554
Fax
Tel
Information within this drawing is not necessarily produced to scale. Always use figured
dimensions and co-ordinates - if in doubt ask.
NOTES
A First Issue.
REV DESCRIPTION SIG CHK DATE
SCALE WHEN PLOTTED AT A1 DRAWING STATUS
DRAWN CHECKED DATE E & P DRAWING NUMBER REV
/
BIM PROJECT DRAWING NUMBER
Author Checker 06/10/14
BEWLEY HOMES
HARTLEY WINTNEY
FOUNDATION
Project Status
37661 002
BASE TYPE 2
BASE TYPE 1
BASE TYPE 2
FOUNDATION PLAN
3D VIEW SHOWING FOUNDATIONS

5. Client
Job Description
Civil/Structural Model
Job No. XXXXX