47 dover st architecture

PROJECT 03 PROPOSED OFFICE DEVELOPMENT 47 DOVER STREET

SOUTH-WESTERN 1 CORNER

Sheet List Sheet Number A 00 A 01 A 02 A 03 A 04 S3358260

Sheet Name COVER SHEET SITE PLAN & SCHEDULE PLANS&SECTION DETAILS ELEVATIONS&DETAILS Exploded geometry 3D- detail

Designed By Shi En Shi En Shi En Shi En Shi En

Drawn By Shi En Shi En Shi En Shi En Shi En

Approved By Suleiman Suleiman Suleiman Suleiman Suleiman

SOUTH-EASTERN 2 CORNER

GENERAL NOTES

Panel Schedule Door Schedule Level

Mark

Comments Height

1900

EXISTING BUIULDING

EXISTING BUIULDING

EXISTING BUIULDING

900

EXISTING BUIULDING

EXISTING BUIULDING

EXISTING BUIULDING

EXIST. CONC.FOOTPATH

EXISTING BUIULDING ADJOINING DWELLING LOT41 FITZGIBBON STREET

+6.800

EXISTING BUIULDING

90° 00' 00" 29.05 m

+7.000 W.M

SEWER

150 1200

D.P

D.P

UP

+6.800

ADJOINING DWELLING LOT 3 FITZGIBBON STREET

EXISTING BUIULDING

EXIST. CONC.FOOTPATH

+6.500

90° 00' 00" 29.05 m

SEWER

SER WA GE

FITZGINBBORN STREET

+7.000

SEWER

5792

+6.575

5775

D.P

SECTURITY GATE

EXIST. CONC.FOOTPATH

FOOTPATH

1200 150

0° 00' 00" 11.40 m

PROPOSED NEW CAR ACCESS RAMP TO THE BASEMENT CAR PARK

0° 00' 00" 11.40 m

DOVER STREET

EXISTING BUIULDING

EXISTING BUIULDING

FOOTPATH

FOOTPATH

EXISTING BUIULDING

EXISTING BUIULDING

EXISTING BUIULDING EXISTING BUIULDING EXISTING BUIULDING

EXISTING BUIULDING

1

SITE PLAN 1 : 250

01 Basement 01 Basement 01 Basement 01 Basement: 3

1 2 97

2134 2134 2134

813 813 813

02 Ground Floor 02 Ground Floor 02 Ground Floor 02 Ground Floor 02 Ground Floor 02 Ground Floor 02 Ground Floor 02 Ground Floor: 7

1 2 3 4 5 6 7

2650 3175 2134 2134 2134 2134 2134

1955 1917 813 813 813 813 813

03 First Floor 03 First Floor 03 First Floor 03 First Floor 03 First Floor 03 First Floor 03 First Floor 03 First Floor 03 First Floor 03 First Floor: 9 Grand total: 20

1 2 3 4 5 6 7 8 9

2325 2325 2625 2325 2134 2134 2134 250 2625

Width

Height

Area

Width

:1

EXISTING BUIULDING

Mark

1132 1157 895 2500 813 813 813 1132 2150

G G G G G G G G G G G G G G G G G G 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

3510 498

2625 2625 2625 3175

9 m² 3 m² 1 m²

1300 534

2625 2625 2625 2625 2625 2625 2625 2625 2625 2625 2625 2625

3 m² 3 m² 2 m² 3 m² 3 m² 1 m²

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36

1500 550 819 875 1250 1035 825 568 1000 844 519 575 1450 1500 580 625 592 118 1450 1023 1177 1450 1114 725 750 670 1450 1292 1500 1162 1450 925 885 2111 778

2625 2625 2625 2625 2625 2625 2625 2625 2625 2625 2625 2625 2625 2625 2625 2625 2625 2625 2625 2625 2650 2625 2625 2625 2625 2625 2625 2625 2625 2625 2625 2625 2625 2625 2650

4 m² 1 m² 2 m² 2 m² 3 m² 3 m² 2 m² 1 m² 3 m² 2 m² 1 m² 2 m² 4 m² 4 m² 2 m² 2 m² 2 m² 0 m² 4 m² 3 m² 3 m² 4 m² 3 m² 2 m² 2 m² 2 m² 4 m² 3 m² 4 m² 3 m² 4 m² 2 m² 2 m² 6 m² 2 m²

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 19 20 21

723 1086 1262 1300 1091 1036 2215 2100 1231 1273 838 1225 1425 1300 1387 1150 1200 1187 1250

3225 3225 3225 2625 2625 2625 2625 2625 2625 2625 2625 2625 2625 2625 2625 3175 2325 2650 2650

2 m² 4 m² 4 m² 3 m² 3 m² 3 m² 6 m² 6 m² 3 m² 3 m² 2 m² 3 m² 4 m² 3 m² 4 m² 4 m² 3 m² 3 m² 3 m²

634 975 1250 992 887

3 m² 2 m² 4 m² 3 m²

THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL AND OTHER CONSULTANTS DRAWINGS. THE SPECIFICATIONS AND WITH SUCH TOHER WRITTEN INSTRUCTIONS AS MAY BE ISSUED DURING THE COURSE OF THE CONTRACT ANY DISCREPANCY ON THE DRAWINGOR BETWEEN THE DRAWINGS AND/OR THE SPECIFICATION AND/OR THE SPECIFIED SAA SHALL BE REFERRED TO THE ENGINEER AND A WRITTEN INSTRUCTION RECEIVED PRIOR TO PROCEEDING WITH THE WORK. DURING TENDERING THE TENDERER SHALL ASSUME THE LARGER/GREATER CRITERIA IN TERMS OF COST IN THE ABSENCE OF OTHER INSTRUCTIONS ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CURRENT S.A.A CODES INCLUDING ALL AMENDMENTS. AND THE BY LAWS AND ORDINANCES OF THE RELEVANT BUILDING,AUTHORITY, EXCEPT, WHERE VARIED BY THE PROJECT SPECIFICATION ALL DIMENSIONS RELEVANT TO SETTING OUT AND OFF-SITE WORK SHALL BE VERIFIED ON SITE BY THE CONTRACTOR BEFORE CONSTRUCTION AND FABRICATION ARE COMMENCED THE ENGINEERS DRAWINGS ARE NOT TO BE SCALED NO RESPONSIBILITY WILL BE TAKEN BY THE ENGINEER FOR DIMENSIONS OBTAINED BY SCALING THE DRAWINGS SUBSTITUTIONS MUST BE APPROVED BY THE ENGINEER AND BE INCLUDED IN ANY TENDER DURING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE STRUCTURE IN A STABLE CONDITION, ENSURING NO PART SHALL BE OVER-STRESSED DURING CONSTRUCTION ACTIVITIES

FINISHES SCHEDULE WT 1

150MM PRECAST CONCRETE PANEL WITH PAINTED FINISH TO EXT. SIDE

WT 2

90MM TIMBER STUD WALL WITH 10 MM PLASTERBOARD

WT 3

CURTAIN WALL TO SCHDULE

TILE 1

EXTERNAL ANTI-SLIP FLOOR TILE

TILE 2

WET AREA TILE REFER TO DETAIL

TILE 3

WET AREA TILE REFER TO DETAIL

TILE 4

ANTI-SLIP TILE

CONC 1 CONCRETE SLAB FINISH TBA

LIST OF ABBREVIATIONS A.P C.J D.P E F.A M.B POP P.P V S.C S.B W.M

900 X 900 ACCESS PANEL CONSTRUCTION JOINT DOWN PIPE EXHAUST FALL ARRESTORS METER BOX POP OVERFLOW POWER POLE 50Φ VENT SAW CUT JOINT SWITCH BOX WATER METER

03

E.S

02

E.S

01

E.S

ISSUE DESCRIPTION BY CHK DATE

CONSTRUCTION SET 47 DOVER STREET, RICHMOND

SITE PLAN & SCHEDULE Date

2/11/2013

Checked by Suleiman

A 01

Scale

ISSUE No

Drawn by

Shi En

As indicated

GENERAL NOTES

1

1a

2

3

3 A 02

4

5

THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL AND OTHER CONSULTANTS DRAWINGS. THE SPECIFICATIONS AND WITH SUCH TOHER WRITTEN INSTRUCTIONS AS MAY BE ISSUED DURING THE COURSE OF THE CONTRACT

5a

29050 9775

5725

6276

14010

4540 90

6590

+17.300 WT1

3

2100 1IN 8

RAMP

A 02

KITCHEN TILE 2

WT2

COL. 150 ACCESSBLE TOILET

D

TILE 3

4

1 FEMALE& DISABLE F.W WC TIEL 3

D

6

3

4

5

6

D.P W17 G

TILE3

D

5

MALE& DISBLE WC F.W

2

7

BICYCLES

D

W16 G

7

RECEPTION TILE 4

WT 3

COL.

18

2

D

1

3

90

OFFICE TENANCY 1 10

6

W13 G

A 02

+10.300

W12 G

COL.

COL.

W7 G

W11 G

W9 G

W6 G

4

W10 G

RECEPTION 9

COL.

WT2 KITCHEN 16

5

STORAGE 2

A 03

W8 G

+6.600

+6.800

VERTICAL LOURVE FACADE SYSTEM TO ENGNEER'S DETAILS

BASEMENT CARPARK 12

COL.

SUBSTITUTIONS MUST BE APPROVED BY THE ENGINEER AND BE INCLUDED IN ANY TENDER

+3.875

FITZGINBBORN STREET 3884

10846

6256 3 A 02

1

1a

2

1402

3

9775

5725

GROUND FLOOR PLAN

1

1a

1 : 100

4

3 5

6276

5200

5a

672

OPTIONAL FRAME TO ONE OR TWO SIDES

COL

KITCHEN 16

78x57x900 MAX ALUMINIUM BOX TUBULAR MOTOR COVER

900 MAX OVERALL

500 3950

STORAGE 2

COL FEMALE& MALE& DISABLE DISBLE WC WC 4 ACCESSBLE 3 TOILET 6

ALUMINIUN CHANEL

GLASS PANE

3000

RECEPTION 9

55 MAX

WINDOW SILL SITS ON SLOTTED SUB SILL

90MM TIMBER STUD WALL WITH 10 MM PLASTERBOARD

WT 3

CURTAIN WALL TO SCHDULE

TILE 1

EXTERNAL ANTI-SLIP FLOOR TILE

TILE 2

WET AREA TILE REFER TO DETAIL

TILE 3

WET AREA TILE REFER TO DETAIL

TILE 4

ANTI-SLIP TILE

2

LINER BOX CEILING LIGHT 600X1200 2 LAMPS

COL

LIST OF ABBREVIATIONS

4

COL

SELECTED DETAIL PLAN

5

1 : 20

A.P C.J D.P E F.A M.B POP P.P V S.C S.B W.M

DETAIL-JAMB&MULLION 1 : 10

COL ENTRANCE 7 2700MM PLASTERBOARD CEILING WITH 600X1200 CEILING TILE

270x198x900 MAX ALUMINIUM BOX TUBULAR MOTOR COVER. LOCATE MOTOR AT TOP OF FRAME 04 Second Floor

700mm LOUVRELINE BLADE

2 M10 SREW FIXED TO CONCRETE SLAB

+13.800

3 A 02

198

2

RCP GROUND FLOOR 1 : 100

260

900 X 900 ACCESS PANEL CONSTRUCTION JOINT DOWN PIPE EXHAUST FALL ARRESTORS METER BOX POP OVERFLOW POWER POLE 50Φ VENT SAW CUT JOINT SWITCH BOX WATER METER

OPTIONAL LOCATION FOR MOTOR WITH 330x198x900 MAX ALUMINIUM BOX TUBULAR MOTOR COVER

143

03

E.S

02

E.S

01

E.S

ISSUE DESCRIPTION BY CHK DATE

198

COL

GASKETS

LAMINATED GLASS FIN. (THICKNESS BASED ON HEIGHT WIDTH REQD. & WINDLOAD

CONSTRUCTION SET

OPTIONAL SILL FRAME 174

D1

D

400

3550

C

CAFE 8

WT 2

SILICONE

COL

COL SUSPENDED CEILING

150MM PRECAST CONCRETE PANEL WITH PAINTED FINISH TO EXT. SIDE

CONC 1 CONCRETE SLAB FINISH TBA

75 MAX

B

10mm DIRECT STICK P.B

ALUMINIUM CHANNEL FIXED TO COLUMN FIXING CHANNEL TOP&BOTTOM LAMINATED GLASS IS CUT AROUND SILL PROFILE

6 MM THK. GLAZING

WT 1

RONDO P32 EXANGLE

RUBBER GLAZING BEAD

ADJOINING BULIDNG

A

1 : 100

300X300 REINFORCED CONCRETE COLUMN

3 A 02

FINISHES SCHEDULE

SECTION N-S

150 MM PRECAST CONC. WALL

B

A1

DURING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE STRUCTURE IN A STABLE CONDITION, ENSURING NO PART SHALL BE OVER-STRESSED DURING CONSTRUCTION ACTIVITIES

01 Basement

4536

13

3527

02 Ground Floor

GROUNDEXISTING FLOOR GROUND LINE

EXISTING GROUND LINE

A 02

ALL DIMENSIONS RELEVANT TO SETTING OUT AND OFF-SITE WORK SHALL BE VERIFIED ON SITE BY THE CONTRACTOR BEFORE CONSTRUCTION AND FABRICATION ARE COMMENCED THE ENGINEERS DRAWINGS ARE NOT TO BE SCALED NO RESPONSIBILITY WILL BE TAKEN BY THE ENGINEER FOR DIMENSIONS OBTAINED BY SCALING THE DRAWINGS

03 First Floor

C.J

W6 G

ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CURRENT S.A.A CODES INCLUDING ALL AMENDMENTS. AND THE BY LAWS AND ORDINANCES OF THE RELEVANT BUILDING,AUTHORITY, EXCEPT, WHERE VARIED BY THE PROJECT SPECIFICATION

04 Second Floor

+13.800

TILE4

1

W4 G

W5 G

A 02

SUSPENDED GRID CEILING TILE SYSTEM W14 G

CAFE

COL.

TILE 1

W5 G

UP 2

150

1440

W5 G

ENTRANCE

W4 G

WT 3

400

D1

17

+6.800

C.J

D

W5 G

4

15

W15 G

WT2

5

STAIR

14 16

COL.

7 6

C.J

W3 G

D

180MM PRECAST CONCRET PANEL WITH CONCRETE FINISH BOTH SIDES

8

7

WT1

LEISURE ROOM 11

800

WT1

11

12 13

LIFT

10 9

STAIRS

RECEPTION 13

7050

STAIR 1

W1 G

W2 G

C.J D.P

C.J

COL.

C.J

300

DOVER STREET

150 4430

3550

C

D.P

P.J

TAC

180

3000

2415

B

P.J

05 Roof 800

150 EXHA UST DUCT

F.W P.J

ROOF PLANT PLATFORMS

+17.300

2700

9500

EA DUCT

D

+18.300

+18.300

WT1

90

P.J

90 DIAMETER SUPPORT COLUMN

3500

1740

3500

90

3500

1900

2700

90 1470 90 940 90

CONC 1

1IN 5

P.J

ANY DISCREPANCY ON THE DRAWINGOR BETWEEN THE DRAWINGS AND/OR THE SPECIFICATION AND/OR THE SPECIFIED SAA SHALL BE REFERRED TO THE ENGINEER AND A WRITTEN INSTRUCTION RECEIVED PRIOR TO PROCEEDING WITH THE WORK. DURING TENDERING THE TENDERER SHALL ASSUME THE LARGER/GREATER CRITERIA IN TERMS OF COST IN THE ABSENCE OF OTHER INSTRUCTIONS

2700

1IN 84

A1

800

1950

770

2300

A

2700

110

90

P.J

WT1

B

3275

2020

760

P.J

C

860

180

990

1680

STORAGE

3060

3950

3975

300

P.J

D

+19.425

90

180

A 03

150MM PRECAST CURVE PANEL TO ENGINEER'S DETAILS

150

A

D1

10500

ADJOINING BULIDNG

A1

672

125MM CONCRETE ROOF

3

9840

5200

1120

1402

270

03 First Floor

260

330 47 DOVER STREET, RICHMOND

+10.300

2 M10 SREW FIXED TO CONCRETE SLAB

6

DETAIL-LOURVE SILL 1 : 10

PLANS&SECTION DETAILS

600mm LOUVRELINE BLADE (OPEN POSITION)

7

DETAIL-LOURVE HEAD 1 : 10

Date

2/11/2013

Checked by Checker

A 02

Scale

ISSUE No

Drawn by

Shi En

As indicated

GENERAL NOTES

A1 1a

1

2

3

4

5

THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL AND OTHER CONSULTANTS DRAWINGS. THE SPECIFICATIONS AND WITH SUCH TOHER WRITTEN INSTRUCTIONS AS MAY BE ISSUED DURING THE COURSE OF THE CONTRACT

A

5a 150

90 DIAMETER SUPPORT COLUMN

+19.425

VERTICAL LOURVE FACADE SYSTEM TO ENGNEER'S DETAILS

125MM CONCRETE ROOF

+18.300

PANEL 2 05 Roof

+16.475

2700

BALUSTRADINGGLASS PANELS WIHT ALUMINIUM POSTS & TOP CHANNEL

20mm NON SHRINK GROUT

ADDITIONAL SLAB REINF'T

GROUND FLOOR

04 Second Floor

ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CURRENT S.A.A CODES INCLUDING ALL AMENDMENTS. AND THE BY LAWS AND ORDINANCES OF THE RELEVANT BUILDING,AUTHORITY, EXCEPT, WHERE VARIED BY THE PROJECT SPECIFICATION

+12.975

2700

ALUCOBOND ALUMINIUM CLADDING AND FLASHING

3500

800

+13.800

800

03 First Floor

+6.800

+6.676

EXISTING GROUND LINE

180 THICK SPRAYED CONCRETE WALL SHOWN DASHED IN BACKGROUND, REFER ENGINEER'S DETAILS. GROUND ANCHOR TO PROVIDE 165 kN SAFE WORKING LOAD BY SPECIALIST CONTRACTOR. DESTRESS AFTER GROUND FLOOR SLAB IS MORE THAN 28 DAYS OLD.

02 Ground Floor

EXISTING GROUND LINE

01 Basement

SOUTH ELEVATION

2 1a

1

2 90 DIAMETER SUPPORT COLUMN

+19.425

VERTICAL LOURVE FACADE SYSTEM TO ENGNEER'S DETAILS

3

ALL DIMENSIONS RELEVANT TO SETTING OUT AND OFF-SITE WORK SHALL BE VERIFIED ON SITE BY THE CONTRACTOR BEFORE CONSTRUCTION AND FABRICATION ARE COMMENCED THE ENGINEERS DRAWINGS ARE NOT TO BE SCALED NO RESPONSIBILITY WILL BE TAKEN BY THE ENGINEER FOR DIMENSIONS OBTAINED BY SCALING THE DRAWINGS

10 mm ABELFLEX

3500

2700

+9.475

+6.800

ADJACENT PROPERTY'S EXISTING WALL&FOOTING

3500

800

+17.300

+10.300

ANY DISCREPANCY ON THE DRAWINGOR BETWEEN THE DRAWINGS AND/OR THE SPECIFICATION AND/OR THE SPECIFIED SAA SHALL BE REFERRED TO THE ENGINEER AND A WRITTEN INSTRUCTION RECEIVED PRIOR TO PROCEEDING WITH THE WORK. DURING TENDERING THE TENDERER SHALL ASSUME THE LARGER/GREATER CRITERIA IN TERMS OF COST IN THE ABSENCE OF OTHER INSTRUCTIONS

SUBSTITUTIONS MUST BE APPROVED BY THE ENGINEER AND BE INCLUDED IN ANY TENDER DURING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE STRUCTURE IN A STABLE CONDITION, ENSURING NO PART SHALL BE OVER-STRESSED DURING CONSTRUCTION ACTIVITIES

1 : 100

4

5

FINISHES SCHEDULE

5a

BORED PIER 3

STRIP DRAIN

+18.300

05 Roof

W31 2

W30 2

W29 W28W27 W26 2 2 2 2

W25 2

W24 W23 2 2

W21 2

W20 2

W19 2

W16 W15 2 2

W14 W13 W12 W11 2 2 2 2

W10 2

W9 2

W8 2

W7 2

W6 2

W5 2

W4 2

W3 2

W2 2

W1 2

3500

W33 W32 2 2

2700

W22 2

W34 2

WT 2

90MM TIMBER STUD WALL WITH 10 MM PLASTERBOARD

WT 3

CURTAIN WALL TO SCHDULE

TILE 1

EXTERNAL ANTI-SLIP FLOOR TILE

TILE 2

WET AREA TILE REFER TO DETAIL

TILE 3

WET AREA TILE REFER TO DETAIL

TILE 4

ANTI-SLIP TILE

800

+16.475

W35 2

150MM PRECAST CONCRETE PANEL WITH PAINTED FINISH TO EXT. SIDE

125MM CONCRETE ROOF

+17.300

W36 2

WT 1

W17 2

04 Second Floor 800

+13.800

+12.975

NYLEX COREDRAIN WITH ASSOCIATED STRIP DRAIN ALONG BOTTOM OR APPROVED SIMILAR

WEEP HOLES IN SPRAYED CONRETE WALL TO ALLOW SUBSURFACE WATER FROM CORDRAIN TO DISCHARGE INTO SPOON DRAIN.

D4 1

W19 1

W16 1 W15 1

W14 1

W13 1

W12 W11 1 1

W10 1

W9 1

D

W8 1

W7 1

3

W6 1

W5 1

W3 1

W4 1

W2 1

W1 1

3500

W20 1

W21 1

2700

CONC 1 CONCRETE SLAB FINISH TBA D9 1

03 First Floor +9.475

+6.800

+6.676

EXISTING GROUND LINE

W2 G

W3 G

W5 G

D1 G

W5 G

W6 G

W6 G

W6 G

W6 G

W6 G

W6 G

+6.800

W6 G

W6 G

W7 G

W7 G

W8 G

W6 G

W6 G

W6 G

W9 G

W9 G

W10 G

W11 W11 G G

EXISTING GROUND LINE

+3.875

02 Ground Floor

01 Basement

OUTSIDE

SOUTH 1 ELEVATION(TAGGED) 1 : 100

INSIDE GLASS

RUBBER SETTING BLOCK

STANDARD SILL

SILICONE

SUB SILL

FINISHD TILE MEMBRANE

02 Ground Floor

01 Basement 125

W2 G

3500

W2 G

A.P C.J D.P E F.A M.B POP P.P V S.C S.B W.M

BAND REINFORCEMENT

W4 G

2700

W4 G

LIST OF ABBREVIATIONS

800

+10.300

SPOON DRAIN GRADED TO SWD PIT.

0.2mm POLYTHENE MENBRANE

50 mm SAND

10 mm EXPANSION

100mm CRUSHED ROCK

3

DETAIL- BORED PIER 1 : 10

900 X 900 ACCESS PANEL CONSTRUCTION JOINT DOWN PIPE EXHAUST FALL ARRESTORS METER BOX POP OVERFLOW POWER POLE 50Φ VENT SAW CUT JOINT SWITCH BOX WATER METER

03

E.S

02

E.S

01

E.S

ISSUE DESCRIPTION BY CHK DATE

CONSTRUCTION SET 47 DOVER STREET, RICHMOND

SILICONE SEAL CLOSED SILL BACKING ROD

ELEVATIONS&DETAILS Date

SCREED TO GRATE

2/11/2013

Checked by Checker

A 03

Scale

ISSUE No

Drawn by

4

DETAIL-WINDOW SILL 1:5

Shi En

As indicated