SAMPLE REVIT DRAWINGS-SUNIT K DHINGRA-COMPLETE - CREITH

CAMBELL REITH (LONDON) CORK STREET MEWS

CAMBELL REITH (LONDON) CORK STREET MEWS

3

S011

2

S010

325 RC SLAB

BELOW500 RC WALL

NEW FACADE

EXISTING FLOORRETAINED

CA CB CC CD CE CF CG

C1

C2

C3

C4

N1

N2

N3

N4

NANB

NC

ND

NE NF NG

1

S010

RC3RC3

RC3

RC1RC1 RC1

RC1

RC1

RC1

RC1 RC1 RC1

RC1

RC1RC1

RC1RC1

RC1

RC1

RC1

RC1 RC1

RC1

RC6RC6

RC1

belowRC2

RC1

RC3

200

RC

WAL

L

SC2

SC2

SC2

SC1 SC1

SC1 SC1

SC2

SC2

SC2

SC1

SC1

SC1

SB1SB1

SB1

SB1

SB1

SB1

SB1

SB1

SB1 SB

1

SB1

SB1

SB1

SB6

SB6

SB1 SB1

SB3

SB3

SB3

SB3

SB4

RC1

BELOW300 RC WALL

STEP

IN S

SL

300 RC SLAB

SSL +20,925 m

1050

dp x

300

RC

BEAM

1050

dp x

300

RC

BEAM

300 RC SLABSSL +20,825 m

MEWS LEVEL TO ALLOWFOR INCOMING POWERCABLES

SSL +21,700 m


200

RC W

ALL

STEP IN SSL

BELOW300 RC WALL

BEAM

BEAM

SC2 SC2 SC2 SC2

SB1

EXTENT OF REAR FACADE TO BE RETAINED

SB1 SB1

SB1

SB1

CB

CB

450 STRIP FOOTINGFOUNDED AT 18.730

EXTENT OF REAR WALL TO BE REMOVEDSUPPORT OF NEW TIMBER FLOORON EXISTING WALL T.B.CFOLLOWING OPENING UP

ALL EXISTING JOISTSPANS T.B.CFOLLOWING OPENINGUP WORKS

1050dp x 300 RC BEAM

2

S115

belowRC1

SB1 SB1

3

S115

C

S115

4

S011

EXISTING MANHOLE SIZEUNKNOWN IL 18.730

200 RC SLAB SFL TBC

2

S1164

S116

3

S116

1

S116

RC3INDICATES SPAN OF 150PRE CAST PLANKSDETAILS TBC

RC3

300 RC BEAM BELOW

300

RC

BEA

MBE

LOW

4

S200

COLUMN UNDER

RC3

(BELO

W)

RC3

(BELO

W)

555d

p x

300

RC B

EAM

150x90x10RSA RESIN ANCHOREDTO RC BEAM WITH M12 BOLTS @ 300 C/CIN HILTI HY-150 SSL+ +20,825 m

SSL +20,430 m325 RC SLAB

AS100


740dp x 300 RC BEAM

RC1

RC1

5

S200

6

S200

belowRC3

belowRC3

INDICATES SPAN OF 150PRE CAST PLANKSDETAILS TBC

STEP IN SSL

7

S200

8

S209

RC5

BELO

W30

0 RC

WAL

L

325 RC SLAB

BELO

W30

0 RC

WAL

L

BELOW300 RC WALL2000 2000 2000 2000 2250 2000 20001000100022501000

1250

693

BELO

W20

0 RC

WAL

L

1700 1250 173

1500

2765

175

1299

775

6200

750

800

25

6. Refer to structural philosophy document for further details.

7. Reinforced concreteSlabs : RC 32/40Walls : RC 32/40Columns : RC 50/60

8. All RC core walls to be 250mm thick UNO.

9. Position of new walls & columns against existing structure to bedetermined following opening up, agreement on party wall and postdemolition survey.Allow for limitations on pour heights to avoid excessive hydrostaticforces on existing structures.

10. UKPN details required to develop substation structure.

11. Scheme is prepared without opening up works. Design is subjectto detailed review following investigation works.

12. Temporary works to be coordinated by main contractor to ensureno clashes with permanent works.

13. Openings through ground floor slab to provide connectivitybetween retail units to be agreed.

14. Refer to 10656-S100 for typical notes.

1. ALL STEELWORK TO BE GRADE S355

2. ALL CONNECTIONS TO BE MOMENT RESISTANT

3. ALL STEELWORK PREPARED TO SA 2.5, PRIMED WITH EPOXYZINC PHOSPHATE PRIMER & INTUMESCENT PAINTED

4. ALL EDGE BEAMS & COLUMNS AGAINST EXISTING FACADE TOHAVE RESTRAINT FIXINGS TO TIE IN THE FACADE

5. EXISTING TIMBER FLOORS MAY REQUIRE STIFFENINGSHOULD THEY PROVE LIVELY

SPAN OF 50x250 C24 JOISTS @ 300 CRS. (U.N.O)

100x100x4.0 SHS CROSS BRACINGCB

NEW BOND STREET NOTES:

CD

200

750

750

200

775

1000

200

7

S200

0161 819 306001675 467 484

NOTES

www.campbellreith.com

Status/Revision

CAD filename

Campbell Reith Hill LLP 2006

Drg No.Job No.

C

drawn date

Client

Job Title

C1 checkedscale @ A1

020 7340 170001737 784 500

LONDONREDHILL

Status/Rev

MANCHESTERBIRMINGHAM

Description Date By

00 971 4345 70880117 916 1066BRISTOL DUBAI

1 DO NOT SCALE THIS DRAWING ON PRINT OR ELECTRONICALLY. WORK FROM FIGURED DIMENSIONS ONLY.

2 No deviation from the details shown on this drawing is allowed without Campbell Reith Hill's prior permission in writing.

3 Read this drawing with all Architects, Service Engineers and Campbell Reith Hill's relevant details and drawings.

4 All work is to be in accordance with the relevant specifications issued by Campbell Reith Hill, British Standard Codes of Practice, Statutory requirements and the Contract Documents.

5 DRAWING STATUS:- S :- SCHEME - Outline/Scheme drawings for proposals, budgets etc. D :- DESIGN DEVELOPMENT - Evolving final design drawings for approvals, tenders, billing etc C :- CONSTRUCTION - Fully developed drawings issued under instruction for construction.

ONLY STATUS C DRAWINGS TO BE USED FOR CONSTRUCTION.

Asindicated

CORK STREET MEWSPOLLEN ESTATES

SKD

10656 S100 D6

SEPT.14

GROUND FLOOR PLAN

GROUND FLOOR PLANSCALE 1:200 @ A3

RC COLUMN SCHEDULEREF. DESCRIPTION

RC1 200x800 RC COLUMNRC2 300x300 RC COLUMNRC3 500x500 RC COLUMNRC4 450x450 RC COLUMNRC5 250x600 RC COLUMNRC6 250x800 RC COLUMN

STEEL COLUMN SCHEDULEREF. DESCRIPTION

SC1 UC203x203x46SC2 UC254x254x73

STEEL BEAM SCHEDULEREF. DESCRIPTION

SB1 UB254x146x31SB2 UB305x165x46SB3 UB254x146x37SB4 UB203x102x23SB5 UB457x191x98SB6 UB254x146x43

1 : 50ENLARGED PLAN-A

A

D6 DRAFT STAGE E ISSUE.REVISED TO SUIT CURRENT ARCHITECTSDRAWINGS.

26.08.14 SKD

UN

DER

PIN

NIN

G T

O E

XIST

ING

WAL

L

UNDERPINNING TO EXISTINGWALL & VAULT SLAB

UN

DER

PIN

NIN

G T

O E

XIST

ING

WAL

L

1500DP. PILE CAP

APPROXIMATE LINE OF EXISTING SEWER@ IL = 18.73m (Aprx.)

300 RC WALL

300 RC SLAB

300 RC SLAB

300 RC WALL

NEW BASEMENT EXCAVATION &CONSTRUCTION FOR NEW STAIR/ LIFT CORE

RETAIN SUPPORT TO EXISTINGFACADE

EXTENT OF EXISTING BASEMENTUNKNOWN IN THIS AREA.ASSUME NEW BASEMENTEXCAVATION & CONSTRUCTIONFOR EDF SUB-STATION

UN

DER

PIN

NIN

G T

O E

XIST

ING

WAL

L


C1

C2

C3

C4

N1

N2

N3

N4

NA

NB

NC

ND

NE NF NG

RC1

RC1

RC1

RC1 RC1

RC1

RC3 RC3

RC1RC1

RC3

RC3

RC1

RC1

RC1RC1

RC1RC2

RC1

RC1

RC1

1500DP. PILE CAPSSL +18,310 m

RC1

300 RC WALL

300

RC W

ALL


RC3

SC2

SC2

SC2

SC2 SC2

SC2

SC2

SC2

SC2

SC1

SC1

SC1

POTENTIAL REMOVALFOLLOWING A.I.PAGREEMENT OPENINGUP WORKS

CB


SSL +17,120 m

2

S115

RC1

3

S115

4

S115

5

S115

1

S115

.EXTENT OF EXISTINGUNDERPINNING.HATCHED PINS ASSECTION 1/115 OTHERSAS SECTION 4/115

EXISTING MANHOLE SIZEUNKNOWN IL 18.730

2

S116

4

S116

3

S116

1

S116

RC2

RC2 RC2

RC3

RC3

1

S200

2

S200

3

S200

RC3

900

RC

WAL

L (U

ND

ER)

300

AS099

4

S200

RC2 RC2

RC2

5

S200

6

S200

7

S200

8

S209

RC3

RC3

RC5

640

3102

340

1595

2130 2300

3325

3325

1000

1000

5200

5200

13954863

4863

2069

2944

100

100

2165 2515

2385

1974

2385

650

GB1

300 RC SLAB

300 RC SLAB

865

6200

750

800

25

6. Refer to structural philosophy document for further details.

7. Reinforced concreteSlabs : RC 32/40Walls : RC 32/40Columns : RC 50/60Pilecaps & Gnd.Beams : Grade 40

Basement Slab : Grade 40Chemical Class to be determined following site investigation.

8. All RC walls to be 250mm thick UNO.

9. Position of new walls & columns against existing structure to bedetermined following opening up, agreement on party wall and postdemolition survey.

10. Scheme is prepared without opening up works. Design issubject to detailed review following investigation works.

1. ALL STEELWORK TO BE GRADE S355

2. ALL CONNECTIONS TO BE MOMENT RESISTANT

3. ALL STEELWORK PREPARED TO SA 2.5, PRIMED WITH EPOXYZINC PHOSPHATE PRIMER & INTUMESCENT PAINTED

4. ALL EDGE BEAMS & COLUMNS AGAINST EXISTING FACADE TOHAVE RESTRAINT FIXINGS TO TIE IN THE FACADE

5. EXISTING TIMBER FLOORS MAY REQUIRE STIFFENINGSHOULD THEY PROVE LIVELY

SPAN OF 50x250 C24 JOISTS @ 300 CRS. (U.N.O)

100x100x4.0 SHS CROSS BRACINGCB

NEW BOND STREET NOTES:

CD

750

840

840

1000

290

200

200

865

7

S200

0161 819 306001675 467 484

NOTES


Status/Revision

CAD filename


Drg No.Job No.

C

drawn date

Client

Job Title


020 7340 170001737 784 500

LONDONREDHILL

Status/Rev


Description Date By

00 971 4345 70880117 916 1066BRISTOL DUBAI







Asindicated


SKD

10656 S099 D8

SEPT.14

BASEMENT PLAN

BASEMENT PLANSCALE 1:200 @ A3

RC COLUMN SCHEDULEREF. DESCRIPTION

RC1 200x800 RC COLUMNRC2 300x300 RC COLUMNRC3 500x500 RC COLUMNRC4 450x450 RC COLUMNRC5 250x600 RC COLUMNRC6 250x800 RC COLUMN

STEEL COLUMN SCHEDULEREF. DESCRIPTION

SC1 UC203x203x46SC2 UC254x254x73

1 : 50ENLARGED PLAN-A

A

D8 DRAFT STAGE E ISSUE.REVISED TO SUIT CURRENTARCHITECTSDRAWINGS.

26.08.14 SKD

-01-BASEMENT

18,315

CE

TOC 16,810 TOC 16,745

TOC 18,24015

00

1500

1500

1477

T.O.C 18,31018,310-01-BASEMENT

18,315

C2

TOC 16,810

1500

1525

18,310 18,310

1505

1505

2400

250 RC WALL 250 RC WALL 250 RC WALL

C2

TOC 18,245

TOC 16,7451500

1500

1500

250 RC WALL

300

1495

2400

SSL 18,240

C4

20,430

50

75

1250

75

325

240

T.O.C 17,120

300

EXISTING BUILDING

GROUND BEAM & PILECAP(BEYOND)

17,080

ACCESSCORRIDORBOND STREET HOUSE

BOILER & WATER TANK ROOMS

16,000

CD CE CF CGT.O.C + 20,925

T.O.C + 20,825

T.O.C + 21,700

T.O.C + 17,120

T.O.C + 18,000T.O.C + 18,240

300

300 30

0

350

300

300

1100DP X 800 RC GROUND BEAM

325

300 RC WALL800x200 R.C. COLUMN1050dp x 300 RC BEAM

300 RC WALL

875

T.O.C 21,500

T.O.C. 20,825

325

7

S200

C3 C4

SSL+ 21,500

SSL+ 20,825 SSL + 20,925

SSL + 18,310

SSL + 17,120


1100DP X 800 RC GROUND BEAM1100DP X 800 RC GROUND BEAM


300 RC WALL

300

350

300

300

300

300

8

S209

C3 C4

SSL 21,500

SSL 20,925

350

300

575

8

S209

0161 819 306001675 467 484

NOTES


Status/Revision

CAD filename


Drg No.Job No.

C

drawn date

Client

Job Title


020 7340 170001737 784 500

LONDONREDHILL

Status/Rev


Description Date By

00 971 4345 70880117 916 1066BRISTOL DUBAI







1 : 50


SKD

10656 S200 D1

AUG '14

SUB STRUCTURESECTIONS-SHEET 1

1 : 501-1 200

1 1 : 502-2 200

2 1 : 503-3 200

3

1 : 504-4 200

4 1 : 505-5 200

5

1 : 506-6 200

6 1 : 507-7 S200

7

C3

FB4

FB1

C3

SSL 39,610

UB45

7x19

1x82

450x450 RC COLUMN

325 RC SLAB

FB2

FB4

C2

FB1 FB1

FB5

T.O.S 43,208

CD

SSL 43,215 (T.B.C)

FB6

200 RC SLAB

T.O.S 43,208 SSL 43,215

FB1 200 RC SLABFB3

250 RC WALL

C2

SSL 45,715

SSL 41,412

T.O.S 43,208

200 RC SLAB250 RC WALL

200 RC SLAB

FB1 FB3

FB1 200 RC SLAB

250 RC WALL

FB3

SSL 43,215T.O.C 43,215

C1C2C3

UB45

7x19

1x82

UB20

3x10

2x23

FB2

UB203x102x23

UB457x191x82FB2

FB3

FB3

SSL 39,610

SSL 40,100

SSL 45,715

SSL 40,910

SSL 40,100

800x200 RC COLUMN200 RC WALL

250 RC WALL

250 RC SLAB

250 RC SLAB

815dp x 200w RC BEAM325 RC SLAB

0161 819 306001675 467 484

NOTES


Status/Revision

CAD filename


Drg No.Job No.

C

drawn date

Client

Job Title


020 7340 170001737 784 500

LONDONREDHILL

Status/Rev


Description Date By

00 971 4345 70880117 916 1066BRISTOL DUBAI







1 : 50


SKD

10656 S208

SEPT.14

ROOF SECTIONS

1 : 50SECTION 5-5

5

1 : 50SECTION 6-6

6

1 : 50SECTION 7-7

7

1 : 50SECTION 8-8

8

1 : 50SECTION 9-9

9

1 : 50SECTION 10-10

10

1 : 50SECTION 11-11

11

1 : 50SECTION 12-12

12

AOV

acce

s s

SmokeExtract

walk way

LiftOverrun

R o o fR o o f

R o o f

Plant Screen

Plant Screen

R o o f B e l o w

Terrace Below

RWO

RWO

RWORWO

RWO

RWO

Plant

AC(20)S07AC(20)S04 AC(20)S06

AC(20)S06 AC(20)S07AC(20)S02 AC(20)S04

AC(20)S10 AC(20)S03

AC(20)S03

AC(20)S05

AC(20)S05AC(20)S01

C(20)S08 AC(20)S08

C(20)S09

AC(20)S09

AC(20)S10 GD F

F GB D

M C

C

E

EA

H H

J

J

K

3

S011

2

S010

CRANKED STEEL MANSARDFRAMES FROM FIFTH FLOORTO COLUMN UNDER

3

S105


C1

C2

C3

C4

1

S010

CRANKED STEEL MANSARDFRAMES FROM FIFTH FLOORTO COLUMN UNDER

150x90x10 RSA TO SUPPORTROOF SLAB

200 RC SLAB

200 RC SLAB

SSL TBC

150thk WATERPROOFING UPSTAND ALL AROUND.REFER TO ARCHITECT'S DRAWING FOR DETAILS

4

S011

2

S106

FB1 FB1 FB1 FB1 FB1 FB3

FB5 FB5 FB6

FB4 FB4 FB4

FB3

FB2

FB2

FB5

FB2

FB1

FB2

FB1

FB2

FB2

FB1

FB2

FB1

FB2

FB2

FB1

FB1

FB2

FB3

FB1

FB1 FB

2

FB1

FB1

FB1

FB2

FB2

FB1

5

S208

6

S208

7

S208

8

S208

9

S208

10

S208

11

S208

12

S208

CE

C2

200mm SLAB

4

S011

10

S208

12

S208

120

4015

015

045

0

250

ROOF FINISHES

ROOF SLAB

FB1 450 140x7 190x10 6 5 43 2 No. @ 300mm c/c TBC

Reference Depth Flange(mm) Flange(mm) (mm) (mm) (kg/m) (kN) U.N.O

Beam Beam Top Bottom Web CF Weld Gross Mass Shear Stud Row Reactions

FB2 450 190x10 220x10 7 5 56 2 No. @ 300mm c/c TBC

FB3 450 190x11 200x12 7 5 59 2 No. @ 300mm c/c TBC

FB4 450 220x10 230x25 25 5 144 2 No. @ 300mm c/c TBC

FB5 450 330x20 330x22 16 5 160 2 No. @ 300mm c/c TBC

FB6 450 420x28 420x30 17 5 244 2 No. @ 300mm c/c TBC

FATSEC BEAM REFERENCE TABLE AT ROOF LEVEL0161 819 306001675 467 484

NOTES


Status/Revision

CAD filename


Drg No.Job No.

C

drawn date

Client

Job Title


020 7340 170001737 784 500

LONDONREDHILL

Status/Rev


Description Date By

00 971 4345 70880117 916 1066BRISTOL DUBAI







Asindicated


SKD

10656 S106 D3

SEPT.14

ROOF PLAN

ROOF PLANSCALE 1:100

6. Refer to 10656-S100 for typical notes.

7. Mansard / Dormer is a CDP package.

8. Plant screens, plant support, walkways etc associate with rooftop plant is a CDP package.

1 : 100PLANT LIFT OVERRUN

3

D3 DRAFT STAGE `E` ISSUE. 26.08.14 SKD

UPDATED TO ARCHITECT COMMENTS

TYPICAL ROOF BUILD UPSCALE 1:10