SAMPLE REVIT DRAWINGS-SUNIT K DHINGRA-COMPLETE - E0C

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:


Drawing Title

Project Title

Drawing Status

Project Number

Date

Drawn By Checked By


General Notes




1 : 100 [A1]

P2

14131

S1.03

SKD JH


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



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:


Drawing Title

Project Title

Drawing Status

Project Number

Date

Drawn By Checked By


General Notes




1 : 100 [A1]

P2

14131

S1.04

TGJ JH


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


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:


Drawing Title

Project Title

Drawing Status

Project Number

Date

Drawn By Checked By


General Notes




1 : 100 [A1]

P2

14131

S1.05

SKD Checker


Roof Plan

N


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:


Drawing Title

Project Title

Drawing Status

Project Number

Date

Drawn By Checked By


General Notes




1 : 50 [A1]

14131

S1.10

Author Checker


STAIRS


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


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


B3

15mm Steel End Plate6mm FW

Preliminary

Scale:


Drawing Title

Project Title

Drawing Status

Project Number

Date

Drawn By Checked By


General Notes




As indicated[A1]

14131

S1.12

SKD TR


CHIMNEY DETAILS-Sheet 1

Nov.`15


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


06 - ROOF LEVEL+39.785


B5 B5

C4

C4

P1

C4C4

B1

B8 B8

15mm Artherm FRRThermal Break connectionplate with washers andbushing details

Preliminary

Scale:


Drawing Title

Project Title

Drawing Status

Project Number

Date

Drawn By Checked By


General Notes




1 : 10 [A1]

14131

S1.13

Author Checker




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


B8

103 102.5 Brick

Preliminary

Scale:


Drawing Title

Project Title

Drawing Status

Project Number

Date

Drawn By Checked By


General Notes




As indicated[A1]

14131

S1.14

Author Checker




3D VIEW A11

1 : 10

Plan on Chimney at +39.785 Showing Brickwork2

1 : 2S1.12

Section X-XX

Tender

Scale:


Drawing Title

Project Title

Drawing Status

Project Number

Date

Drawn By Checked By


General Notes




[A1]

15182

S2.06

Author Checker

Hazeley Down House

Unnamed


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:


Drawing Title

Project Title

Drawing Status

Project Number

Date

Drawn By Checked By


General Notes




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


175

150

300


J

177

250

1001

00-Ground Floor SSL+49.600

1

1000

150

200 250

450

265SHS100x100x10.0

450x700DP RCBEAM

300


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



EF950

300

50 200

250

3000

PRELIMINARY

Scale:


Drawing Title

Project Title

Drawing Status

Project Number

Date

Drawn By Checked By


General Notes




1 : 20 [A1]

15182

S4.02

SKD R.R

Hazeley Down House

Substructure Sections & Details


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:


Drawing Title

Project Title

Drawing Status

Project Number

Date

Drawn By Checked By


General Notes




1 : 10 [A1]

15182

S4.11

SKD R.R

Hazeley Down House

Superstructure Sections & Details

16.11.15


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

Documents

SAMPLE REVIT DRAWINGS-SUNIT K DHINGRA-COMPLETE - E0C