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