St Joseph’s Catholic Academy - Extension

Structural Package

[S/110]

C[S/110]

C

[S/110]

B[S/110]

B

[S/110]

A[S/110]

A

[S/120]

1[S/120]

1

[S/110]

D[S/110]

D

[S/120]

2[S/120]

2

[S/120]

3[S/120]

3

[S/120]

4[S/120]

4

ANCON WP2130x70x6mm

ANCON WP2130x70x6mm

ANCON WP2130x70x6mm

ANCON WP2130x70x6mm

ANCON WP2130x70x6mm

ANCON WP2130x70x6mm

CATNIC TS90/100 LINTEL

CATNIC CG90/100 LINTEL

CA

TN

IC T

S90

/100

LIN

TE

LC

AT

NIC

TS

90/1

00 L

INT

EL

CA

TN

IC T

S90

/100

LIN

TE

LC

AT

NIC

TS

90/1

00 L

INT

EL

CATNIC TS90/100 LINTEL

CATNIC TS90/100 LINTEL

CA

TN

IC C

G90

/100

LIN

TE

L

FOOTING600

FOOTING600

FOO

TIN

G

600

FOO

TIN

G

600

FOO

TIN

G

600

600 WIDE STRIP FOOTING TO ALL NEW WALLS

FOOTING600

600 WIDE STRIP FOOTING TO ALL NEW WALLS

FOOTING600

[S/1

20]

5[S

/120

]

5

CA

TN

IC C

G70

/100

LIN

TE

L

6S/120

CATNIC BSD140 LINTEL

CATNIC CG70/100 LINTELTBC ON SITE TO SUIT EXISTING WALL THICKNESS

INFILL EXISTING DOORWAY.PROVIDE WALL STARTERS PLUGGED & SCREWED INTO THE EXISTING MASONRY WALL, OR TOOTH CUT & BOND NEW WALL IN

FOOTING600

EXISTING SLAB TBC400 FOOTING TO SUIT

150mm THK RC35 GROUND BEARING SLAB A252 MESH IN BOTTOM

150mm THK RC35 GROUND BEARING SLAB A252 MESH IN BOTTOM

150mm THK RC35 GROUND BEARING SLAB A252 MESH IN BOTTOM

150mm THK RC35 GROUND BEARING SLAB A252 MESH IN BOTTOM

FOO

TIN

G

600

20 mm DOWELLED SLAB

JOINT, 16 mm⌀

600 mm LONG DOWEL BARS @ 200 C/C

EXISTING RAFT / SLAB TO BE RETAINED - LEVEL TO BE CONFIRMED ON SITE

EDGE OF EXISTING RAFT / SLAB TO BE CUT BACK TO ALLOW FOR PROPOSED MASONRY WALL - REFER TO SECTION DETAILS.EXPOSED FACE MADE GOOD WITH CEMENTITIOUS REPAIR PRODUCT SUCH AS FOSROC RENDEROC OR SIMILAR APPROVED.

PROVIDE WALL STARTERS PLUGGED & SCREWED INTO THE EXISTING MASONRY WALL.DENOTED THROUGHOUT WITH RED LINE.

NEW WALLS GENERALLY 100 BRICK, 100 CAVITY, 100 BLOCK - 7N/mm2

BLOCKWORK IN CLASS (iii) MORTAR -MINIMUM DENSITY 1400Kg/m2

IN THE ABSENCE OF A SITE INVESTIGATION REPORT A GROUND BEARING SLAB HAS BEEN ADOPTED.

SI TO CONFIRM WHETHER ANY GROUND GAS PRECAUTION

MEASURES ARE NEEDED AND DETAILS REVISED AS REQUIRED.

600 WIDE STRIP FOOTING TO ALL NEW WALLS.INTERFACE WITH EXISTING FOUNDATIONS / RAFT /

SLAB TBC FOLLOWING SITE EXCAVATION.

140 mm 7N BLOCKWORK WALL TIED TO EXISTING WALL WITH SCREW CAVITY TIES

MAX

110

0M

AX 1

100

MAX

110

0M

AX 1

100

MAX

110

0M

AX 1

100

MAX

110

0M

AX 1

100

MAX

110

0M

AX 1

100

FOUNDATION UNDERPINNING EXISTING SLAB TO BE POURED IN

MAX 1100 mm LONG SECTIONS.AN ALTERNATING SEQUENCE MAY

BE ADOPTED - TO BE AGREED WITH THE ENGINEER

WALL MOVEMENT JOINT

WALL MOVEMENT JOINT

CA

TN

IC T

S90

/100

LIN

TE

L

WALL MOVEMENT JOINT

[S/110]

C[S/110]

C

[S/110]

B[S/110]

B

[S/110]

A[S/110]

A

[S/110]

D[S/110]

D

MULTI-PLY EASI-JOIST GIRDER -AS REQUIRED BY SPECIALIST DESIGNER

TO SUPPORT TOILETS ROOF.

EASI-JOISTS BUILT INTO MASONRY WALL OR SUPPORTED FROM MASONRY

HANGERS - TO MANUFACTURERS DESIGN

PROPOSED WS300 EASI-JOISTS DESIGNED BY SPECIALIST AT 400 HORIZONTAL CENTRES OR SIMILAR APPROVED

PROPOSED WS300 EASI-JOISTS DESIGNED BY SPECIALIST AT 600 HORIZONTAL

CENTRES OR SIMILAR APPROVED

EXISTING CANOPY - UNDERSTOOD TO BE RETAINED TO FORM ROOF

TO BREAKOUT ROOM

EXISTING SCHOOL ROOFS RETAINED

ANCON WP2130x70x6mm

ANCON WP2130x70x6mm

ANCON WP2130x70x6mm

ANCON WP2130x70x6mm

ANCON WP2130x70x6mm

ANCON WP2130x70x6mm

ROOF TO BE FULLY STRAPPED AND FIXED TO WALLS TO PROVIDE LATERAL RESTRAINT WITH

PROPRIETARY MILD STEEL STRAPS AND STRONGBACKS OR SIMILAR NOGGINS INSTALLED

AND FIXED TO SPECIALIST DESIGNERS SPECIFICATION AND INSTRUCTIONS.

PARAPET COPING AND WATERPROOFING TO ARCHITECT'S DETAILS

BEARING OF MULTI-PLY GIRDER TO BE CONSIDERED BY SPECIALIST DESIGNER. SPREADER MAY BE REQUIRED ONTO WALL.

Project

Drawing Title

Drawing Status.

DrawnDateScale (s)

Job No. Drawing No. Revision

Rev Date By Chk Description

Client

All rights for the intellectual property of the designs shown on this drawing are reserved by Tunstall Smith King Limited. Company Registration Number: 9640811

Tunstall Smith King Limited29 Stoney StreetNottingham NG1 1LP

T. 0115 922 9863E. info@tskconsulting.co.ukW. tskconsulting.co.uk

Classroom Extension, St.Joseph's Catholic PrimarySchool, Shirebrook

Ground Floor and Roof Plan

220103 S/100

BN

CONSTRUCTION

Sept 20201:50@A1; 1:100@A3

C1

St. Joseph's Catholic School

GROUND FLOOR LAYOUT WITH LINTELSOVER

ROOF LAYOUT

C1 04/09/20 BN GT Issued for Construction

1. THE BASE SPECIFICATION FOR FOUNDATION WORKS SHALL BE BS8004 'BRITISH STANDARD CODE OF PRACTICE FOR FOUNDATIONS'.

2. A SITE INVESTIGATION REPORT HAS NOT BEEN PROVIDED. THE REPORT IS TO BE ISSUED TO ALL DESIGN PARTIES ONCE AVAILABLE, AND THE ENGINEER IMMEDIATELY NOTIFIED OF ANY VARIATIONS OF THE GROUND CONDITIONS FROM THE PRELIMINARY REPORTS.

3. FOUNDATIONS HAVE BEEN DESIGNED ASSUMING A NET ALLOWABLE BEARING PRESSURE OF 100 kN/m2 AND SHALL BEAR ONTO A FORMATION TO BE AGREED WITH THE LOCAL AUTHORITY BEFORE CONSTRUCTION COMMENCES.

4. THE ENGINEER IS TO BE INFORMED IMMEDIATELY IF FOUNDATION DEPTHS SUBSTANTIALLY EXCEED THE MINIMUM DEPTHS INDICATED UPON THE DRAWINGS.

5. ALL OBSTRUCTIONS, OLD FOUNDATIONS, DISUSED SEWERS, ETC. SHALL BE REMOVED FOR THE EXTENT OF THE FOUNDATION WORKS AND BACKFILLED TO THE APPROVAL OF THE ENGINEER.

6. ALL STRIP FOOTINGS ARE TO BE SET OUT SYMMETRICALLY ABOUT CENTRE LINES OF SUPPORTED WALLS UNLESS NOTED OTHERWISE. FOR SETTING OUT OF WALLS SEE ARCHITECT'S DRAWINGS.

7. ALL FOUNDATIONS AND SLABS TO BE RC35 MIX IN ACCORDANCE WITH BS8500 UNLESS SITE INVESTIGATION REPORT ADVISES OTHERWISE UPON RECEIPT.

8. UNLESS FOUNDATION FORMATIONS ARE CONCRETE IMMEDIATELY, 50 mm OF BLINDING CONCRETE SHALL BE PROVIDED.

9. ALL MESH REINFORCEMENT LAPS TO BE 400 mm ACHIEVED WITH FLYING ENDS MESH AND NOMINAL CONCRETE COVER TO BE 40 mm.

FOUNDATION NOTES

1. THE BASE SPECIFICATION FOR STRUCTURAL MASONRY SHALL BE BS5628 'CODE OF PRACTICE FOR USE OF MASONRY'. IN ADDITION, REFERENCE SHALL BE MADE TO THE ARCHITECT'S MASONRY SPECIFICATION AND ASSOCIATED DRAWINGS.

2. ALL WALL TIES, REGARDLESS OF POSITION, SHALL BE STAINLESS STEEL IN ACCORDANCE WITH BS1243 & DD140. FISH TAIL OR OTHER TIES WITH SHARP EDGES SHALL NOT BE USED.

3. ALL LINTELS MUST BEAR ONTO SUPPORTING MASONRY 150 mm MINIMUM AND INSTALLED TO MANUFACTURER'S ADVICE AND GUIDANCE.

4. THE SPACING, LOCATION, AND TYPE OF CAVITY WALL TIES SHALL BE IN ACCORDANCE WITH BS5628.

5. WALL MOVEMENT JOINTS WITH DEBONDED SLEEVES HAVE BEEN INDICATIVELY SHOWN ON PLAN. FINAL POSITIONS TO BE AGREED WITH ARCHITECT.

6. ALL MOVEMENT JOINTS SHALL BE REFLECTED IN THE APPLIED FINISHES (E.G. PLASTERWORK, RENDERING, AND CERAMIC TILING).

7. MORTAR CLASSIFICATIONS AS DEFINED IN TABLE 1 OF BS5628: PART 1 TO BE USED IN THE CONSTRUCTION ARE AS FOLLOWS:BELOW DPC - MORTAR DESIGNATION CLASS (i)ABOVE DPC - MORTAR DESIGNATION CLASS (iii)

8. UNLESS OTHERWISE SPECIFIED, THE MINIMUM EMBEDMENT OF WALL TIES SHALL BE 50 mm.

9. CAVITY WALL TIES TO BE GENERALLY LOCATED AT 750 mm HORIZONTAL AND 450 mm VERTICAL CENTRES. AROUND OPENINGS TIES TO BE LOCATED AT 225 mm HORIZONTAL AND 225 mm VERTICAL CENTRES AT OR AROUND OPENINGS NO GREATER THAN 225 mm FROM ANY OPENING.

MASONRY NOTES

1. THE BASE SPECIFICATION FOR STRUCTURAL TIMBER ROOFS SHALL BE BS5268 'STRUCTURAL USE OF TIMBER'.

2. ALL TIMBER SHALL BE FACTORY TREATED IN ACCORDANCE WITH BS5268. SUCH TREATMENT SHALL NOT BE DETRIMENTAL TO ANY FIXINGS IN CONTACT WITH TIMBER MEMBERS.

3. EASI-JOIST RAFTERS INCLUDING ALL NECESSARY PERMANENT & TEMPORARY BRACINGS, LOOSE TIMBERS, ETC. SHALL BE DESIGNED, MANUFACTURERD, AND ERECTED BY A SPECIALIST SUB-CONTRACTOR AND DESIGNER TO PROVIDE A COMPLETE ROOF STRUCTURE AS INDICATED UPON THE DRAWINGS. THE DESIGN SHALL ACCOMMODATE THE FOLLOWING ADVISED LOADINGS:-

• DEAD LOAD - 0.80 kN/m2

• LIVE LOAD - 0.60 kN/m2

• WIND LOAD - REFER TO BS6399• SNOW LOAD - REFER TO BS6399

ALL THE LOADS ABOVE ARE CHARACTERISTIC.

4. THE SPECIALIST SUB-CONTRACTOR SHALL INCORPORATE INTO HIS CONTRACT THE DESIGN OF ALL NECESSARY BRACING TO PROVIDE STABILITY TO THE EASI-JOIST ROOF. UNLESS OTHERWISE ADVISED BY THE ENGINEER, THE SPECIALIST SUB-CONTRACTOR SHALL ASSUME THAT THE ROOF CONSTRUCTION PROVIDES STABILITY TO THE SUPPORTING STRUCTURE. THE SPECIALIST SUB-CONTRACTOR IS THEREFORE RESPONSIBLE FOR DESIGNING AND PROVIDING ALL HORIZONTAL WIND GIRDERS AT EAVES LEVEL, SUFFICIENT TO TRANSMIT WIND LOADS THROUGH THE SUPPORTING STRUCTURE. ANY HORIZONTAL WIND GIRDERS AT EAVES LEVEL INDICATED UPON THE ENGINEER'S DRAWINGS ARE INDICATIVE ONLY.

5. ALL TIMBER FIXINGS SHALL BE IN ACCORDANCE WITH BS5268.

6. ALL TEMPORARY WORKS, BRACING, PROPPING, ETC. SHALL BE DESIGNED BY THE PRINCIPLE CONTRACTOR OR THEIR SPECIALIST SUB-CONTRACTOR AND SUBMITTED FOR APPROVAL.

TIMBER ROOF NOTES

SSL 204.075 SSL 204.075

SSL 204.075 SSL 204.075

SSL 204.075

140mm BLOCKWORK WALL

MIN

300

100x100x100 CAVITY WALL

WS300 EASI-JOISTS

EXISTING WALL

TIED TO EXISTING WALL WITH SCREW CAVITY TIES

EXISTING ROOF RETAINED

EDGE OF EXISTING SLAB / RAFT CUT BACK TO ALLOW FOR PROPOSED MASONRY WALL. EXPOSED FACE MADE GOOD WITH CEMENTITIOUS REPAIR PRODUCT SUCH AS FOSROC RENDEROC OR SIMILAR APPROVED.

FOOTING

400 WIDE

FOOTING

600 WIDE

MIN

300

THK

10 mm COMPRESSIBLE FILLER BOARD ISOLATION JOINT AGAINST MASONRY WALL

10 mm COMPRESSIBLE FILLER BOARD ISOLATION JOINT AGAINST MASONRY WALL

REDUCED WIDTH FOOTING BELOW 140 mm BLOCKWORK WALL

ROOF EDGING, COPING, AND WATERPROOFING TO ARCHITECT'S DETAILS

PARAPET COPING AND WATERPROOFING TO ARCHITECT'S DETAILS

EASI-JOISTS BUILT INTO MASONRY WALL OR SUPPORTED FROM MASONRY HANGERS - TO MANUFACTURER'S DESIGN

150 mm THK RC35 GROUND BEARING SLAB.A252 MESH IN BOTTOM WITH 40mm COVER.ON DPM OVER SAND BLINDED MIN. 150 mm WELL COMPACTED HARD-CORE.

FLOOR FINISHES & INSULATION TO ARCHITECT'S SPECIFICATION

HAR

D-C

OR

EM

IN. 1

50 C

OM

PAC

TED

IN THE ABSENCE OF A SITE INVESTIGATION REPORT A GROUND BEARING SLAB HAS BEEN ADOPTED.

SI TO CONFIRM WHETHER ANY GROUND GAS PRECAUTION MEASURES ARE NEEDED AND DETAILS REVISED AS REQUIRED.

EXISTING SLAB /RAFT LEVEL TBC

MASS CONCRETE STRIP FOOTING

MIN

300

FOOTING

600 WIDE

MIN

300

THK

10 mm COMPRESSIBLE FILLER BOARD ISOLATION JOINT AGAINST MASONRY WALL

PARAPET COPING AND WATERPROOFING TO ARCHITECT'S DETAILS

150 mm THK RC35 GROUND BEARING SLAB.A252 MESH IN BOTTOM WITH 40mm COVER.ON DPM OVER SAND BLINDED MIN. 150 mm WELL COMPACTED HARD-CORE.

FLOOR FINISHES & INSULATION TO ARCHITECT'S SPECIFICATION

HAR

D-C

OR

EM

IN. 1

50 C

OM

PAC

TED

IN THE ABSENCE OF A SITE INVESTIGATION REPORT A GROUND BEARING SLAB HAS BEEN ADOPTED.

SI TO CONFIRM WHETHER ANY GROUND GAS PRECAUTION MEASURES ARE NEEDED AND DETAILS REVISED AS REQUIRED.

MASS CONCRETE STRIP FOOTING

100x100x100 CAVITY WALL

EXISTING WALL

EXISTING ROOF RETAINED

EDGE OF EXISTING SLAB / RAFT MADE GOOD WITH CEMENTITIOUS REPAIR PRODUCT SUCH AS FOSROC RENDEROC OR SIMILAR APPROVED.

10 mm COMPRESSIBLE FILLER BOARD ISOLATION JOINT AGAINST EXISTING SLAB

ROOF EDGING, COPING, AND WATERPROOFING TO ARCHITECT'S DETAILS

EXISTING SLAB /RAFT LEVEL TBC

WS300 EASI-JOISTS

MIN

300

MIN

300

THK

10 mm COMPRESSIBLE FILLER BOARD ISOLATION JOINT AGAINST MASONRY WALL

150 mm THK RC35 GROUND BEARING SLAB.A252 MESH IN BOTTOM WITH 40mm COVER.ON DPM OVER SAND BLINDED MIN. 150 mm WELL COMPACTED HARD-CORE.

FLOOR FINISHES & INSULATION TO ARCHITECT'S SPECIFICATION

IN THE ABSENCE OF A SITE INVESTIGATION REPORT A GROUND BEARING SLAB HAS BEEN ADOPTED.

SI TO CONFIRM WHETHER ANY GROUND GAS PRECAUTION MEASURES ARE NEEDED AND DETAILS REVISED AS REQUIRED.

MASS CONCRETE STRIP FOOTING

EXISTING WALL

EXISTING CANOPY RETAINED TO FORM ROOF TO BREAKOUT ROOM

EDGE OF EXISTING SLAB / RAFT MADE GOOD WITH CEMENTITIOUS REPAIR PRODUCT SUCH AS FOSROC RENDEROC OR SIMILAR APPROVED.

10 mm COMPRESSIBLE FILLER BOARD ISOLATION JOINT AGAINST EXISTING SLAB

EXISTING SLAB /RAFT LEVEL TBC

HAR

D-C

OR

EM

IN. 1

50 C

OM

PAC

TED

FOOTING

600 WIDE

100x100x100 CAVITY WALL

FLASHING TO EXISTING CANOPY / ROOF TO ARCHITECT'S DETAILS

100x100x100 CAVITY WALL

EXISTING SLAB /RAFT LEVEL TBC

EDGE OF EXISTING SLAB / RAFT CUT BACK TO ALLOW FOR PROPOSED MASONRY WALL. EXPOSED FACE MADE GOOD WITH CEMENTITIOUS REPAIR PRODUCT SUCH AS FOSROC RENDEROC OR SIMILAR APPROVED.

10 mm COMPRESSIBLE FILLER BOARD ISOLATION JOINT AGAINST MASONRY WALL

FOOTING

600 WIDE

EXISTING ROOF RETAINED

ROOF EDGING, COPING, AND WATERPROOFING TO ARCHITECT'S DETAILS

WS300 EASI-JOISTS

MASS CONCRETE STRIP FOOTING

FLOOR FINISHES & INSULATION TO ARCHITECT'S SPECIFICATION

150 mm THK RC35 GROUND BEARING SLAB.A252 MESH IN BOTTOM WITH 40mm COVER.ON DPM OVER SAND BLINDED MIN. 150 mm WELL COMPACTED HARD-CORE.

Project

Drawing Title

Drawing Status.

DrawnDateScale (s)

Job No. Drawing No. Revision

Rev Date By Chk Description

Client

All rights for the intellectual property of the designs shown on this drawing are reserved by Tunstall Smith King Limited. Company Registration Number: 9640811

Tunstall Smith King Limited29 Stoney StreetNottingham NG1 1LP

T. 0115 922 9863E. info@tskconsulting.co.ukW. tskconsulting.co.uk

Classroom Extension, St.Joseph's Catholic PrimarySchool, Shirebrook

Building Sections

220103 S/110

BN

CONSTRUCTION

Sept 20201:20@A1; 1:40@A3

C1

St. Joseph's Catholic School

SECTION A

SECTION B SECTION C

SECTION D

C1 04/09/20 BN GT Issued for Construction

MIN

300

FOOTING

600 WIDE

MIN

300

THK

10 mm COMPRESSIBLE FILLER BOARD ISOLATION JOINT AGAINST MASONRY WALL

150 mm THK RC35 GROUND BEARING SLAB.A252 MESH IN BOTTOM WITH 40mm COVER.ON DPM OVER SAND BLINDED MIN. 150 mm WELL COMPACTED HARD-CORE.

HAR

D-C

OR

EM

IN 1

50 C

OM

PAC

TED

MASS CONCRETE STRIP FOOTING

DPC, DPM, AND VENTING TO ARCHITECT'S DETAIL

EXISTING SLAB /RAFT LEVEL TBC

EDGE OF EXISTING SLAB / RAFT CUT BACK TO ALLOW FOR PROPOSED MASONRY WALL. EXPOSED FACE MADE GOOD WITH CEMENTITIOUS REPAIR PRODUCT SUCH AS FOSROC RENDEROC OR SIMILAR APPROVED.

10 mm COMPRESSIBLE FILLER BOARD ISOLATION JOINT AGAINST MASONRY WALL

FOOTING

600 WIDE

MASS CONCRETE STRIP FOOTING

150 mm THK RC35 GROUND BEARING SLAB.A252 MESH IN BOTTOM WITH 40mm COVER.ON DPM OVER SAND BLINDED MIN. 150 mm WELL COMPACTED HARD-CORE.

HAR

D-C

OR

E15

0 C

OM

PAC

TED

EDGE OF EXISTING SLAB / RAFT CUT BACK TO ALLOW FOR PROPOSED MASONRY WALL. EXPOSED FACE MADE GOOD WITH CEMENTITIOUS REPAIR PRODUCT SUCH AS FOSROC RENDEROC OR SIMILAR APPROVED.

FOOTING

400 WIDE

10 mm COMPRESSIBLE FILLER BOARD ISOLATION JOINT AGAINST MASONRY WALL

REDUCED WIDTH FOOTING BELOW 140 mm BLOCKWORK WALL

EXISTING SLAB /RAFT LEVEL TBC

HAR

D-C

OR

E15

0 C

OM

PAC

TED

EDGE OF EXISTING SLAB / RAFT MADE GOOD WITH CEMENTITIOUS REPAIR PRODUCT SUCH AS FOSROC RENDEROC OR SIMILAR APPROVED.

10 mm COMPRESSIBLE FILLER BOARD ISOLATION JOINT AGAINST EXISTING SLAB

EXISTING SLAB /RAFT LEVEL TBC

HAR

D-C

OR

EM

IN 1

50 C

OM

PAC

TED

20 mm WIDE SLAB JOINT,MESH STOPPED EACH SIDE

FOSROC THIOFLEX 600 JOINT SEALANT OR SIMILAR APPROVED, 20 mm DEEP

16 mm⌀

600 mm LONG DOWEL BAR @ 200 mm C/C ALONG JOINT, WITH

DEBONDING SLEEVE ONE SIDE

FOSROC EXPANDAFOAM JOINT FILLER, INSTALLED TO MANUFACTURER'S GUIDANCE

ANCON WP2130x70x6mm

10 R

ECES

S

ANCON SNS TIE 225 mm

ANCON SDN TIE 125 mm

WIND POST FIXED DOWN TO FOUNDATIONS AND UP INTO

TIMBER WALL PLATE

Project

Drawing Title

Drawing Status.

DrawnDateScale (s)

Job No. Drawing No. Revision

Rev Date By Chk Description

Client

All rights for the intellectual property of the designs shown on this drawing are reserved by Tunstall Smith King Limited. Company Registration Number: 9640811

Tunstall Smith King Limited29 Stoney StreetNottingham NG1 1LP

T. 0115 922 9863E. info@tskconsulting.co.ukW. tskconsulting.co.uk

Classroom Extension, St.Joseph's Catholic PrimarySchool, Shirebrook

Foundation & Ground FloorDetailed Sections

220103 S/120

BN

CONSTRUCTION

Sept 20201:10@A1; 1:20@A3

C1

St. Joseph's Catholic School

SCALE 1 : 10@A1

DETAIL 1

C1 04/09/20 BN GT Issued for Construction

SCALE 1 : 10@A1

DETAIL 2SCALE 1 : 10@A1

DETAIL 3SCALE 1 : 10@A1

DETAIL 4

SCALE 1 : 5@A1

DETAIL 5 - SLAB JOINTSCALE 1 : 5@A1

DETAIL 6 - WIND POST

HYDRO-BRAKE FLOW CONTROL DETAIL

TYPICAL MANHOLE DETAILS

DEPTH FROM COVER LEVEL TO SOFFIT OF PIPE MAX 3m

GRANULAR BEDDING - TYPE S

2000 4000

2.25m

1 : 40

1 : 40

150mm THICK TYPE 1 SUBBASE

TENSAR TRI AXIAL GEOGRID

SURFACE COURSE - 40mm

THK. AC10 CLOSE SURF

100/150 TO BS EN 13108-1

PSV 68 (ABSOLUTE

MINIMUM 65+) 20 YEAR

DESIGN LIFE WITH 20 MSA

175mm THICK RC

CONCRETE SLAB

WITH 2 LAYERS A393

MESH 1 TOP & 1

BOTTOM

150mm THICK TYPE 1 SUBBASE

TENSAR GEOGRID TO

CONTINUE 2m OVER PIPES

1000

ATTENUATION STORAGE CRATES

FLEXIBLE

ROAD

CONSTRUCTION

PIPE PROTECTION

ROAD

CONSTRUCTION

TENSAR GEOGRID TO

CONTINUE FULL LENGTH OF

PIPES

ATTENUATION STORAGE CRATES

ATTENUATION

CRATES TO BE

INSTALLED TO

MANUFACTURERS

DETAILS

ASSUMED EXISTING FORMATION

TYPICAL ATTENUATION TANK

TYPICAL TRANSITION DETAIL

TYPICAL SECTION

SCALE 1:10

POLYPROPYLENE INSPECTION CHAMBER

(PPIC)

Project

Drawing Title

Drawing Status

DrawnDateScale (s)

Job No. Drawing No. Revision

Rev Date By DescriptionChk

Client

Tunstall Smith King Limited

37 Wollaton Road, Beeston

Nottingham NG9 2NG

T. 0115 922 9863

E. info@tskconsulting.co.uk

W. tskconsulting.co.uk

This drawing is to be read in conjunction with all

relevant architects, engineers and specialists

drawings and specifications.

Do not scale from this drawing.

All rights for the intellectual property of the designs shown on this drawing are

reserved by Tunstall Smith King Limited. Company Registration Number: 9640811

220103 C/002 T1

TENDER

Classroom Extension

Drainage Details

AS SHOWN Oct 20 GT

NOT FOR CONSTRUCTION

T1 10/10/20 GT PSm For Tender Issue

St Josephs Catholic

Primary School

Gy

Gy

IC

ST

DP

DP

DP

DP

THL

Pipe

Pipe

Pipe

F2

98.757

F3

98.693

9

8

.

7

6

9

8

.

5

3

9

8

.

4

8

9

8

.

4

6

9

8

.

9

5

99.49

1

0

3

.

4

7

1

0

3

.

3

9

103.22

9

8

.

8

6

9

8

.

6

9

9

8

.

6

1

9

8

.

5

0

98.33

9

8

.

5

1

9

8

.

4

3

9

8

.

3

9

9

8

.

3

4

98.32

9

8

.

6

1

9

8

.

6

1

98.53

98.37

98.39

98.39

9

8

.

5

3

9

8

.

4

2

9

8

.

4

7

9

8

.

5

5

9

8

.

4

0

9

8

.

4

4

9

8

.

4

4

98.28

98.24

9

8

.

2

0

98.27

9

8

.

4

7

98.45

9

8

.

4

5

9

8

.

3

4

9

8

.

4

3

9

9

.

0

1

9

8

.

9

3

9

8

.

8

0

9

8

.

7

5

9

8

.

7

5

O

p

e

n

P

a

n

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l

F

e

n

c

e

h

t

0

.

9

m

IC

MH

Gy

CVR

Gy

Sign

Clothes

Bank

Gas

IC

CVR(Slab)

Tarmac

Tarmac

Concrete

Paving

Grass

Bushes

Safety

Surface

Shed

Tarmac

S

t

e

e

l

M

e

s

h

F

e

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c

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t

2

.

3

m

S

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Project

Drawing Title

Drawing Status

DrawnDateScale (s)

Job No. Drawing No. Revision

Rev Date By DescriptionChk

Client

Tunstall Smith King Limited

37 Wollaton Road, Beeston

Nottingham NG9 2NG

T. 0115 922 9863

E. info@tskconsulting.co.uk

W. tskconsulting.co.uk

This drawing is to be read in conjunction with all

relevant architects, engineers and specialists

drawings and specifications.

Do not scale from this drawing.

All rights for the intellectual property of the designs shown on this drawing are

reserved by Tunstall Smith King Limited. Company Registration Number: 9640811

220103 C/001 T1

TENDER

Classrom Extension

Drainage Layout

AS SHOWN Oct 20 GT

NOT FOR CONSTRUCTION

1. THE LOCATION AND LEVEL OF EXISTING DRAINAGE

CONNECTIONS AND EXISTING SERVICES IS TO BE

CHECKED PRIOR TO COMMENCEMENT OF DRAINAGE

WORKS. ANY VARIANCE TO THE DETAILS ON THIS

DRAWING AND THE SCHEDULE IS TO BE BROUGHT TO THE

ATTENTION OF THE ENGINEER.

2. THE DESIGN IS BASED ON THE INFORMATION

AVAILABLE ON THE DATE OF ISSUE FROM OTHER PARTIES

(EG. ARCHITECT AND M & E ENGINEER). IT IS SUBJECT TO

CHANGE RESULTING FROM UPDATES TO THE AVAILABLE

INFORMATION FROM OTHERS.

3. THE DRAWINGS ARE TO BE READ IN CONJUNCTION

WITH THE NBS SPECIFICATIONS, ASSOCIATED MANHOLE

SCHEDULE AND STANDARD DRAINAGE DETAIL DRAWINGS.

4. THE POSITIONS OF FOUL AND SURFACE WATER

DRAINAGE POINTS ARE INDICATIVE ONLY, REFER TO THE

ARCHITECTS DRAWINGS FOR SETTING OUT DETAILS.

5. MANHOLES, SEWERS, LATERAL CONNECTIONS ETC

AND ANY OTHER PART OF THE WORKS INTENDED FOR

ADOPTION UNDER A SECTION 104 AGREEMENT OR

GULLIES ETC INTENDED FOR ADOPTION AS HIGHWAY

DRAINAGE ARE TO BE CONSTRUCTED IN ACCORDANCE

WITH SEWERS FOR ADOPTION 6TH EDITION (OR

LATEST) AND TO THE APPROVAL OF THE WATER AND

HIGHWAY AUTHORITIES.

6. UNADOPTED FW AND SW DRAINAGE IS TO BE

CONSTRUCTED IN ACCORDANCE WITH THE CURRENT

BUILDING REGULATIONS, BS EN752 AND BS EN12056.

7. DRAINS ARE TO BE CONSTRUCTED USING FLEXIBLY

JOINTED VITRIFIED CLAY PIPES TO BS EN 295-1 SUPER

STRENGTH SPECIFICATION (EG HEPWORTH SUPERSLEVE

OR SIMILAR APPROVED) OR UPVC BUILDING DRAINAGE

SYSTEM PIPEWORK TO BS 4660 AND BS EN1401-1, BEDDED

AND BACKFILLED IN ACCORDANCE WITH THE

MANUFACTURERS INSTRUCTIONS AND THE

SPECIFICATIONS UNLESS OTHERWISE SPECIFIED.

8. ALL SOIL CONNECTIONS UNDER BUILDINGS TO BE

100mm DIA LAID AT A MINIMUM GRADIENT OF 1/40 UNLESS

NOTED OTHERWISE AND SHOULD BE RODDABLE FROM

GROUND LEVEL.

9. ALL RWP CONNECTIONS TO BE 100mm DIAMETER

AND TO BE LAID AT A MINIMUM GRADIENT OF 1/80 UNLESS

NOTED OTHERWISE AND SHOULD BE RODDABLE FROM

ABOVE GROUND LEVEL.

10. RAINWATER DOWN PIPES TO CONNECT TO A DRAIN

VIA A REST BEND OR BE CONNECTED DIRECT TO A

TRAPPED GULLY ON A COMBINED SYSTEM.

11. CHANNEL DRAINS TO BE ACO M100D 0.0 WITH SUMP

UNIT OR SIMILAR APPROVED. GRATING TO BE IN

ACCORDANCE WITH ARCHITECT OR LANDSCAPE

ARCHITECT SPECIFICATION.

12. IN CASES OF IN SITU CONCRETE FLOORS DRAINS

ARE TO BE CAST INTEGRAL WITH THE SLAB WHERE PIPE

COVER TO THE CROWN IS LESS THAN 300mm.

13. IN CASES OF SUSPENDED FLOORS WHERE A VOID

OF 300mm OR MORE EXISTS BELOW FLOOR DRAINS ARE

TO BE SUSPENDED USING A PROPRIETARY HANGER

SYSTEM OR CAST INTEGRAL WITH THE FLOOR.

14. WHERE DRAINS PASS THROUGH FOUNDATIONS OR

OTHER RIGID STRUCTURES A LINTEL OR SLEEVE IS TO BE

USED AND PROVISION FOR FLEXIBILITY IS TO BE MADE

USING ROCKER PIPES.

15. BACKFILLING OF DRAIN TRENCHES ADJACENT TO

BUILDING OR OTHER STRUCTURES IS TO BE IN

ACCORDANCE WITH DIAGRAM 8 OF THE BUILDING

REGULATIONS.

16. DRAINS WITHIN AREAS OF MADE GROUND TO BE

CONSTRUCTED BY FIRST MAKING UP THE AREA TO

APPROX. FINISHED LEVEL AND THEN EXCAVATING

THROUGH THE FILL MATERIAL INTO UNDISTURBED

GROUND. THE DRAIN TRENCH IS THEN TO BE BACKFILLED

TO FORMATION LEVEL USING SUITABLE GRANULAR FILL

MATERIAL WELL COMPACTED IN LAYERS NOT EXCEEDING

225mm.

DRAINAGE NOTES

T1 10/10/20 GT PSm For Tender Issue

St Josephs Catholic

Primary School