purlin notes: legend - major projects
TRANSCRIPT
SC1
SK2800F.2
SK2800F.1
BR
2
BR1BR1 BR1
BR1
BR
2
BR
2
BR1 BR1
SB5
SB5
BR1BR1
BR
2
BR
2
BR1 BR1
BR
2
BR1 BR1
SB
4
BR1 BR1
BR
2
BR1BR1
BR
2
SC1
SC1
SC1
SC1
SC1
SC1 SC3
SC3
SC2
SC2
SC2
SC2SC1
SC1
SC1
SC1
SC1
SC2SC2
SC2SC2
SC2SC2
SB2
SB2 SB2
SB2
SB2
SB2 SB2
SB2
SB
2
SB
2
SC2
SC2
SC2
SC2
SC2SC2SC2
SC2
SC2
SC2
SC2
SC2
SC2
SC2 SC2
SB
1
SB
1
SB2
SB2
SB2
SB2 SB2
SB2
SB2
SB
2
SB
2
125
125
150150
WH1
SK2800F.3
TRUSS = TR1
2/VB2
2/VB2
2/V
B2
200
125
SC1
SK2800F.4
SK2800F.5
BEAM FIXED TORETAINING WALL
FULLY SHOP WELDEDSC3/SB4 FRAME
SB32/VB2
2/VB2
VB
1
REFER TO DRAWING SK0900-SK1400FOR STRUCTURE TO ADJACENTPROPOSED BUILDING
ROOF FRAMING NOTES:1. REFER ALSO TO SPECIFICATIONS AND GENERAL NOTES ON DRAWING NUMBER S----2. MECHANICAL PENETRATIONS IN ROOF ARE SHOWN INDICATIVELY ONLY
REFER MECHANICAL ENGINEERS DRAWINGS FOR SIZE AND EXACT LOCATIONS3. ALL EXPOSED STEEL TO BE HOT DIPPED GALVANISED4. ALLOWANCE FOR THE SUPPORT OF MECHANICAL SERVICES SHOULD BE MADE BY
THE CONTRACTOR AS FOLLOWS:- FULL HEIGHT VERTICAL DUCTS ARE TO BE SUPPORTED FROM THE CONCRETE
FLOOR SLAB BELOW- SERVICES ARE TO BE SUPPORTED FROM THE PURLIN WEBS ONLY- DUCTS, PIPES, CABLE TRAYS ETC. PERPENDICULAR TO PURLINS ARE TO BE
SUPPORTED FROM EVERY PURLIN (1500 MAX. CTS.)- DUCTS, PIPES, CABLE TRAYS ETC. PARALLEL TO PURLINS ARE TO BE SUPPORTED
FROM 3 No. PURLINS USING 75 x 75 x 6 EA SPREADERS AT 1500 MAX. CTS.- ALL HEAVY LOAD SUPPORTS ARE TO BE APPROVED BY THE ENGINEER. LOADS
GREATER THAN 300kg TO BE SUPPORTED BY STEELWORK PROVIDED BYTHE SUB-CONTRACTOR AND APPROVED BY THE ENGINEER
5. ALLOW FOR AN ADDITIONAL 2 No. 250 UB 31 TRIMMER BEAMS TO MECHANICALROOF VENTS. LOCATIONS TO ARCHITECT AND MECHANICAL DRAWINGS (TYPICALLY)
6. ALLOW FOR 50 x 50 x 3 EA FLY BRACES TO ROOF BEAMS AT 1/3 POINTS (TYPICALLY)
PURLIN NOTES:1. REFER MEMBER SCHEDULE FOR PURLIN SIZE AND CENTRES2. PURLINS TO BE LAPPED AT 900mm MAX. CTS. AT SUPPORTS (UNO).3. REFER ARCHITECTURAL DRAWINGS FOR ADDITIONAL PURLINS REQUIRED TO
SUPPORT FLASHING, GUTTERS AND OTHER NON-STRUCTURAL ITEMS4. PROVIDE BRIDGING AS INDICATED IN MEMBER SCHEDULE, FIXED IN ACCORDANCE
WITH MANUFACTURERS SPECIFICATIONS5. PROVIDE TRIMMING ANGLE TO END OF PURLINS TO SUPPORT END OF SHEETING6. PURLIN SETOUT SHOWN ON PLAN INDICATIVE ONLY, SHOP DETAILER TO CONFIRM
ACTUAL NUMBER OF PURLINS REQUIRED
(UNLESS OTHERWISE NOTED)
(UNLESS OTHERWISE NOTED)
LEGEND(UNLESS OTHERWISE NOTED)
DENOTES SPAN DIRECTION OF BONDEK
125 DENOTES THICKNESS OF SLAB
ABN 29 102 716 352Consulting Engineers, Structural - Civil - InfrastructureLevel 6, 37 York Street, Sydney, NSW 2000, AustraliaTel: +61 2 8247 8400 Fax: +61 2 8247 [email protected]
Bonacci Group (NSW) Pty Ltd
COPYRIGHT All rights reserved.These drawings, plans and specifications and the copyright therein are the property of the BonacciGroup and must not be used, reproduced or copied wholly or in part without the written permissionof the Bonacci Group.
Rev Description Date By App
Designed
Drawn
Scale
Date
Sheet
Project Ref.
Project Director Approved Date North
Drawing No. Rev
A1
010
2030
5010
0
A1
1 : 100
21/0
9/20
17 3
:37 :
51 P
MC
:\Use
rs\tw
atso
n\D
ocum
ents
\202
1726
01S
-GO
ULB
UR
N H
OS
PIT
AL
LIN
K S
TR
UC
TU
RE
-RS
T16
-CE
NT
RA
L_T
W2 2
01.r
vt
GOULBURN HOSPITAL ANDHOSPITAL SERVICESREDEVELOPMENT
202172601S SK2100
AC
TJW
LINK CORRIDORFRAMING PLAN - GROUND LEVEL
P2
SCHEMATIC DESIGN
STEEL FRAMING SCHEDULE
MARK SIZE REMARKS
VB1 168 x 4.8 CHS
VB2 75 x 75 x 6 EA
WH1 150 x 100 x 4 RHS ON FLAT
STEEL FRAMING SCHEDULE
MARK SIZE REMARKS
BR1 90 x 90 x 8 EA
BR2 139 x 3.5 CHS
BR4 150 x 150 x 5 SHS
P1 Z15019 AT 1200 MAX. CTS. 2 ROWS BRIDGING
R1 150 PFC
R2 250 UB 26
RA1 75 x 75 x 8 EA
SB1 410 UB 54
SB2 310 UB 32
SB3 150 x 150 x 10 EA
SB4 460 UB 82
SB5 200 UC 60
SC1 150 x 150 x 9 SHS
SC2 100 x 100 x 6 SHS
SC3 460 UB 82
STEEL COLUMN SHEDULE
MARK SIZE REMARKS
SC1 150 x 150 x 9 SHS
SC2 100 x 100 x 6 SHS
SC3 460 UB 82
SUSPENDED CORRIDOR SLAB EXTENTSHOWN INDICATIVELY. CORRIDOR SLAB TOTRANSITION TO SLAB ON GRADE TO TIE INWITH EXISTING GROUND LEVELS. TYPICAL
• ALL STEELWORK BELOW GROUND TO BE PAINTED WITH 2 COATS OFHIGH BUILD EPOXY
P1 ISSUED FOR SCHEMATIC DESIGN 21.07.17 TJW
P2 RE-ISSUED FOR SCHEMATIC DESIGN 21.09.17 TJW
SK2800F.2
SK2800F.1
SB5
SB5
BR1BR1
BR1 BR1 BR1BR1
BR1 BR1 BR1BR1 BR1 BR1 BR1 BR1 BR1 BR1
BR
2
SB2SB2
SB2B
R2
SB
4
SB2
BR
2
BR
2
BR
2
BR
2
BR
2
BR
2
SB2 SB2 SB2
WH
1W
H1
WH
1W
H1
WH
1W
H1
R1
R1
R1
R1
R1
R1
R2 BR
1
R2
BR
1
WH1 WH1 WH1
WH1
WH1WH1WH1
R1
R1
R1
R1
WH1WH1WH1WH1
BR1 BR1
BR1
BR1
R1
SC1
SC1
SC1
SC1
SC1
SC1 SC3
SC2
SC2
SC2
SC2SC3
SC1
SC1
SC1
SC1
SC1
SC1
R1
BR
1
WH
1
WH
1
125
RA
1
2/VB2
2/VB2
SK2800F.3
TRUSS = TR1
SK2800F.4
SK2800F.5
SC2(U)
SC2(U)
SC2(U)
SC2(U)
SC2(U)
SC2(U)
SC2(U)
SC2(U)
SC2(U)
SC2(U)
SC2(U)
SC2(U)
SC2(U)
SC2(U)
SC2(U)
SC2(U)
SC2(U)
SC2(U)
SC2(U)
SC2(U)
SC2(U)
R1
P1
P1
P1
P1
SB2
VB
1
VB
1 (U
)
2/VB2 (U)
2/V
B2
(U)
R1
2/VB2 (U)
FULLY SHOP WELDEDSC3/SB4 FRAME
REFER TO DRAWING SK0900-SK1400FOR STRUCTURE TO ADJACENTPROPOSED BUILDING
P1
HATCH DENOTES METAL DECK ROOF.ALLOW FOR 30kg/m² STEELWORK INCLUDINGCONNECTIONS. TYPICAL
ROOF FRAMING NOTES:1. REFER ALSO TO SPECIFICATIONS AND GENERAL NOTES ON DRAWING NUMBER S----2. MECHANICAL PENETRATIONS IN ROOF ARE SHOWN INDICATIVELY ONLY
REFER MECHANICAL ENGINEERS DRAWINGS FOR SIZE AND EXACT LOCATIONS3. ALL EXPOSED STEEL TO BE HOT DIPPED GALVANISED4. ALLOWANCE FOR THE SUPPORT OF MECHANICAL SERVICES SHOULD BE MADE BY
THE CONTRACTOR AS FOLLOWS:- FULL HEIGHT VERTICAL DUCTS ARE TO BE SUPPORTED FROM THE CONCRETE
FLOOR SLAB BELOW- SERVICES ARE TO BE SUPPORTED FROM THE PURLIN WEBS ONLY- DUCTS, PIPES, CABLE TRAYS ETC. PERPENDICULAR TO PURLINS ARE TO BE
SUPPORTED FROM EVERY PURLIN (1500 MAX. CTS.)- DUCTS, PIPES, CABLE TRAYS ETC. PARALLEL TO PURLINS ARE TO BE SUPPORTED
FROM 3 No. PURLINS USING 75 x 75 x 6 EA SPREADERS AT 1500 MAX. CTS.- ALL HEAVY LOAD SUPPORTS ARE TO BE APPROVED BY THE ENGINEER. LOADS
GREATER THAN 300kg TO BE SUPPORTED BY STEELWORK PROVIDED BYTHE SUB-CONTRACTOR AND APPROVED BY THE ENGINEER
5. ALLOW FOR AN ADDITIONAL 2 No. 250 UB 31 TRIMMER BEAMS TO MECHANICALROOF VENTS. LOCATIONS TO ARCHITECT AND MECHANICAL DRAWINGS (TYPICALLY)
6. ALLOW FOR 50 x 50 x 3 EA FLY BRACES TO ROOF BEAMS AT 1/3 POINTS (TYPICALLY)
PURLIN NOTES:1. REFER MEMBER SCHEDULE FOR PURLIN SIZE AND CENTRES2. PURLINS TO BE LAPPED AT 900mm MAX. CTS. AT SUPPORTS (UNO).3. REFER ARCHITECTURAL DRAWINGS FOR ADDITIONAL PURLINS REQUIRED TO
SUPPORT FLASHING, GUTTERS AND OTHER NON-STRUCTURAL ITEMS4. PROVIDE BRIDGING AS INDICATED IN MEMBER SCHEDULE, FIXED IN ACCORDANCE
WITH MANUFACTURERS SPECIFICATIONS5. PROVIDE TRIMMING ANGLE TO END OF PURLINS TO SUPPORT END OF SHEETING6. PURLIN SETOUT SHOWN ON PLAN INDICATIVE ONLY, SHOP DETAILER TO CONFIRM
ACTUAL NUMBER OF PURLINS REQUIRED
(UNLESS OTHERWISE NOTED)
(UNLESS OTHERWISE NOTED)
LEGEND(UNLESS OTHERWISE NOTED)
DENOTES SPAN DIRECTION OF BONDEK
125 DENOTES THICKNESS OF SLAB
ABN 29 102 716 352Consulting Engineers, Structural - Civil - InfrastructureLevel 6, 37 York Street, Sydney, NSW 2000, AustraliaTel: +61 2 8247 8400 Fax: +61 2 8247 [email protected]
Bonacci Group (NSW) Pty Ltd
COPYRIGHT All rights reserved.These drawings, plans and specifications and the copyright therein are the property of the BonacciGroup and must not be used, reproduced or copied wholly or in part without the written permissionof the Bonacci Group.
Rev Description Date By App
Designed
Drawn
Scale
Date
Sheet
Project Ref.
Project Director Approved Date North
Drawing No. Rev
A1
010
2030
5010
0
A1
1 : 100
21/0
9/20
17 3
:37 :
57 P
MC
:\Use
rs\tw
atso
n\D
ocum
ents
\202
1726
01S
-GO
ULB
UR
N H
OS
PIT
AL
LIN
K S
TR
UC
TU
RE
-RS
T16
-CE
NT
RA
L_T
W2 2
01.r
vt
GOULBURN HOSPITAL ANDHOSPITAL SERVICESREDEVELOPMENT
202172601S SK2200
AC
TJW
LINK CORRIDORFRAMING PLAN - LEVEL 1
P2
SCHEMATIC DESIGN
STEEL FRAMING SCHEDULE
MARK SIZE REMARKS
VB1 168 x 4.8 CHS
VB2 75 x 75 x 6 EA
WH1 150 x 100 x 4 RHS ON FLAT
STEEL FRAMING SCHEDULE
MARK SIZE REMARKS
BR1 90 x 90 x 8 EA
BR2 139 x 3.5 CHS
BR4 150 x 150 x 5 SHS
P1 Z15019 AT 1200 MAX. CTS. 2 ROWS BRIDGING
R1 150 PFC
R2 250 UB 26
RA1 75 x 75 x 8 EA
SB1 410 UB 54
SB2 310 UB 32
SB3 150 x 150 x 10 EA
SB4 460 UB 82
SB5 200 UC 60
SC1 150 x 150 x 9 SHS
SC2 100 x 100 x 6 SHS
SC3 460 UB 82
STEEL COLUMN SHEDULE
MARK SIZE REMARKS
SC1 150 x 150 x 9 SHS
SC2 100 x 100 x 6 SHS
SC3 460 UB 82
• ALL STEELWORK BELOW GROUND TO BE PAINTED WITH 2 COATS OFHIGH BUILD EPOXY
P1 ISSUED FOR SCHEMATIC DESIGN 21.07.17 TJW
P2 RE-ISSUED FOR SCHEMATIC DESIGN 21.09.17 TJW
SK2800F.2
SB5
SB5
BR1BR1
BR1BR1 BR1 BR1BR1BR1 BR1BR1 BR1BR1 BR1
BR1BR1BR1 BR1BR1
BR
2
BR
2
BR
2
BR
2
BR
2
BR
2
SB
4
R1
R1
RA
1
WH1
WH1
WH1
WH1
WH1
WH1 WH1
WH1
SK2800F.3
TRUSS = TR1
SK2800F.4
SK2800F.5
P1
SC2(U)
SC2(U)
SC3(U)
SC3(U)
SC1(U)
SC1(U)
SC1(U)
SC1(U)
SC2(U)
SC2(U)
VB
1 (U
)
2/VB2 (U)
2/VB2 (U)
REFER TO DRAWING SK0900-SK1400FOR STRUCTURE TO ADJACENTPROPOSED BUILDING
FULLY SHOP WELDEDSC3/SB4 FRAME
ROOF FRAMING NOTES:1. REFER ALSO TO SPECIFICATIONS AND GENERAL NOTES ON DRAWING NUMBER S----2. MECHANICAL PENETRATIONS IN ROOF ARE SHOWN INDICATIVELY ONLY
REFER MECHANICAL ENGINEERS DRAWINGS FOR SIZE AND EXACT LOCATIONS3. ALL EXPOSED STEEL TO BE HOT DIPPED GALVANISED4. ALLOWANCE FOR THE SUPPORT OF MECHANICAL SERVICES SHOULD BE MADE BY
THE CONTRACTOR AS FOLLOWS:- FULL HEIGHT VERTICAL DUCTS ARE TO BE SUPPORTED FROM THE CONCRETE
FLOOR SLAB BELOW- SERVICES ARE TO BE SUPPORTED FROM THE PURLIN WEBS ONLY- DUCTS, PIPES, CABLE TRAYS ETC. PERPENDICULAR TO PURLINS ARE TO BE
SUPPORTED FROM EVERY PURLIN (1500 MAX. CTS.)- DUCTS, PIPES, CABLE TRAYS ETC. PARALLEL TO PURLINS ARE TO BE SUPPORTED
FROM 3 No. PURLINS USING 75 x 75 x 6 EA SPREADERS AT 1500 MAX. CTS.- ALL HEAVY LOAD SUPPORTS ARE TO BE APPROVED BY THE ENGINEER. LOADS
GREATER THAN 300kg TO BE SUPPORTED BY STEELWORK PROVIDED BYTHE SUB-CONTRACTOR AND APPROVED BY THE ENGINEER
5. ALLOW FOR AN ADDITIONAL 2 No. 250 UB 31 TRIMMER BEAMS TO MECHANICALROOF VENTS. LOCATIONS TO ARCHITECT AND MECHANICAL DRAWINGS (TYPICALLY)
6. ALLOW FOR 50 x 50 x 3 EA FLY BRACES TO ROOF BEAMS AT 1/3 POINTS (TYPICALLY)
PURLIN NOTES:1. REFER MEMBER SCHEDULE FOR PURLIN SIZE AND CENTRES2. PURLINS TO BE LAPPED AT 900mm MAX. CTS. AT SUPPORTS (UNO).3. REFER ARCHITECTURAL DRAWINGS FOR ADDITIONAL PURLINS REQUIRED TO
SUPPORT FLASHING, GUTTERS AND OTHER NON-STRUCTURAL ITEMS4. PROVIDE BRIDGING AS INDICATED IN MEMBER SCHEDULE, FIXED IN ACCORDANCE
WITH MANUFACTURERS SPECIFICATIONS5. PROVIDE TRIMMING ANGLE TO END OF PURLINS TO SUPPORT END OF SHEETING6. PURLIN SETOUT SHOWN ON PLAN INDICATIVE ONLY, SHOP DETAILER TO CONFIRM
ACTUAL NUMBER OF PURLINS REQUIRED
(UNLESS OTHERWISE NOTED)
(UNLESS OTHERWISE NOTED)
ABN 29 102 716 352Consulting Engineers, Structural - Civil - InfrastructureLevel 6, 37 York Street, Sydney, NSW 2000, AustraliaTel: +61 2 8247 8400 Fax: +61 2 8247 [email protected]
Bonacci Group (NSW) Pty Ltd
COPYRIGHT All rights reserved.These drawings, plans and specifications and the copyright therein are the property of the BonacciGroup and must not be used, reproduced or copied wholly or in part without the written permissionof the Bonacci Group.
Rev Description Date By App
Designed
Drawn
Scale
Date
Sheet
Project Ref.
Project Director Approved Date North
Drawing No. Rev
A1
010
2030
5010
0
A1
1 : 100
21/0
9/20
17 3
:38 :
01 P
MC
:\Use
rs\tw
atso
n\D
ocum
ents
\202
1726
01S
-GO
ULB
UR
N H
OS
PIT
AL
LIN
K S
TR
UC
TU
RE
-RS
T16
-CE
NT
RA
L_T
W2 2
01.r
vt
GOULBURN HOSPITAL ANDHOSPITAL SERVICESREDEVELOPMENT
202172601S SK2300
AC
TJW
LINK CORRIDORFRAMING PLAN - LEVEL 2
P2
SCHEMATIC DESIGN
STEEL FRAMING SCHEDULE
MARK SIZE REMARKS
VB1 168 x 4.8 CHS
VB2 75 x 75 x 6 EA
WH1 150 x 100 x 4 RHS ON FLAT
STEEL FRAMING SCHEDULE
MARK SIZE REMARKS
BR1 90 x 90 x 8 EA
BR2 139 x 3.5 CHS
BR4 150 x 150 x 5 SHS
P1 Z15019 AT 1200 MAX. CTS. 2 ROWS BRIDGING
R1 150 PFC
R2 250 UB 26
RA1 75 x 75 x 8 EA
SB1 410 UB 54
SB2 310 UB 32
SB3 150 x 150 x 10 EA
SB4 460 UB 82
SB5 200 UC 60
SC1 150 x 150 x 9 SHS
SC2 100 x 100 x 6 SHS
SC3 460 UB 82
STEEL COLUMN SHEDULE
MARK SIZE REMARKS
SC1 150 x 150 x 9 SHS
SC2 100 x 100 x 6 SHS
SC3 460 UB 82
• ALL STEELWORK BELOW GROUND TO BE PAINTED WITH 2 COATS OFHIGH BUILD EPOXY
P1 ISSUED FOR SCHEMATIC DESIGN 21.07.17 TJW
P2 RE-ISSUED FOR SCHEMATIC DESIGN 21.09.17 TJW
EXISTING GROUND
EXISTING LEVEL 1
SK2800
F.2
WH1 WH1 WH1 WH1
VB2
VB2
SB2SB2SB2SB2
SC
2
SC
2
SC
2
SC
2
SC
2
RW1
EXISTING GROUND
EXISTING LOWER GROUND
EXISTING LEVEL 1
EXISTING LEVEL 2
ONCOLOGY
SK2800
F.1
SK2800
F.3
R1R1
VB2 VB2
SB2SB2
WH1 WH1 WH1 WH1 WH1 WH1
R1
BR2
BR2
SC
2
SC
2
SC
2 SC
2
SC
2
SC
2
SC
2
SC
2
SC
2
SC
2
SC
2
P6
R1
EXISTING GROUND
EXISTING LOWER GROUND
EXISTING LEVEL 1
EXISTING LEVEL 2
ONCOLOGY
SK2800
F.2
BR4
BR4BR
4BR4BR
4
BR4BR4
SC
1
SC
1
SC
1
SC
1
SC
1
SB5
BR4
SC
1
BR4
SC
1
BR
4
BR
4
SC
1
BR
4
BR
4
SC
1
BR4
SC
1
TRUSS = TR1
SB5
SB5
WH1 WH1 WH1 WH1
SB2SB2SB2 SB2
SB2 SB2 SB2 SB2
VB2VB2
VB2VB2
SK2800
F.4
SK2800
F.5
SC
3
SC
2
SC
2
VB2VB2
EXISTING GROUND
EXISTING LEVEL 1
EXISTING LEVEL 2
ONCOLOGY
SK2800
F.3
VB
1
VB1
VB1BR2
BR2
BR2
SC
1
SC
1
SC
1
EXISTING GROUND
EXISTING LOWER GROUND
SUB-BASEMENT
EXISTING LEVEL 1
EXISTING LEVEL 2
ONCOLOGY
SK2800
F.3
SB4
SC
3
SC
3
VB1
SB4
SB4
FULLY SHOP WELDED
SC3/SB4 FRAME
SB2
SB2
SB2 SB2
WH1 W
H1
ABN 29 102 716 352Consulting Engineers, Structural - Civil - InfrastructureLevel 6, 37 York Street, Sydney, NSW 2000, AustraliaTel: +61 2 8247 8400 Fax: +61 2 8247 [email protected]
Bonacci Group (NSW) Pty Ltd
COPYRIGHT All rights reserved.These drawings, plans and specifications and the copyright therein are the property of the BonacciGroup and must not be used, reproduced or copied wholly or in part without the written permissionof the Bonacci Group.
Rev Description Date By App
Designed
Drawn
Scale
Date
Sheet
Project Ref.
Project Director Approved Date North
Drawing No. Rev
A1
01
02
03
05
01
00
A1
1 : 100
21/
09
/2017 3
:38:0
4 P
MC
:\U
sers
\twa
tso n
\Docu
men
ts\2
02172601S
-GO
UL
BU
RN
HO
SP
ITA
L L
INK
ST
RU
CT
UR
E-R
ST
16-C
EN
TR
AL_T
W2
201.
rvt
GOULBURN HOSPITAL AND
HOSPITAL SERVICES
REDEVELOPMENT
202172601S SK2800
AC
TJW
LINK CORRIDOR
FRAMING ELEVATIONS
P2
SCHEMATIC DESIGN
SECTIONSCALE 1 : 100 SK2100
F.1 SECTIONSCALE 1 : 100 SK2000
F.2
SECTIONSCALE 1 : 100 SK2000
F.3 SECTIONSCALE 1 : 100 SK2100
F.4
SECTIONSCALE 1 : 100 SK2000
F.5
P1 ISSUED FOR SCHEMATIC DESIGN 21.07.17 TJW
P2 RE-ISSUED FOR SCHEMATIC DESIGN 21.09.17 TJW
REFER SK2000,SK2100 & SK2200 FORSTRUCTURAL REQUIREMENTS
LINK CORRIDOR TO BEAR ON GROUND. ALLOW FOR 30kg/m2
STEELWORK FOR LINK STRUCTURE INCLUDING CONNECTIONS.ALLOW FOR 100 THICK RAFT SLAB WITH 400Wx400D EDGE ANDINTERNAL BEAMS AT 6m CRS.
C
C
C
C
ALLOW FOR 125 THICK BONDEK SLAB EACH LEVEL, 75kg/m2STRUCTURAL STEELWORK INCLUDING COLUMNS &SUPPORT BEAMS. ALLOW FOR PILED FOUNDATIONS UNDERCOLUMNS.
ROOF: ALLOW FOR 30kg/m2 STEELWORK INCLUDINGCONNECTIONS
IF LG LEVEL IS TO BE CONNECTED, ALLOW FOR 100 THICKRAFT SLAB WITH 400Wx400D EDGE AND INTERNAL BEAMSAT 6m CRS. TYPICAL FOR COVERED WALKWAY.
SUPPORT BEAMS TO CONNECT INTONEW ACUTE SERVICES EDGE BEAM
SLEEVED DOWEL JOINT ATEACH LEVEL TO CONNECTBONDEK LINK CORRIDORSLAB TO EXISTING BUILDING.
C
C
C
C
FIRST FLOOR & GROUND FLOOR: ALLOW FOR 200 THICK BONDEK SLAB &75kg/m2 SUPPORTING STEELWORKINCLUDING BEAMS AND COLUMNS.ALLOW FOR PILED FOUNDATIONSUNDER COLUMNS.
LOWER GROUND FLOOR:ALLOW FOR 100 THICK RAFT SLAB WITH400Wx400D EDGE AND INTERNAL BEAMSAT 6m CRS.
ROOF: ALLOW FOR 30kg/m2 STEELWORKINCLUDING CONNECTIONS
C
C C
STEEL FRAMED STAIR.
C
C
C
C
CORRIDOR SLAB TO BESUSPENDED BONDEKSLAB SUPPORTED ONSTEELWORK. REFERSK2000, SK2100 & SK2200FOR STRUCTURALREQUIREMENTS (SIMILAR).
Page 33
APPENDIX B. CIVIL DRAWINGS
App
Project Ref
Sheet
Scale
Drawn
Designed
Project Director Approved Date
COPYRIGHT All rights reserved.
These drawings, plans and specifications and the copyright therein are the property of the Bonacci
Group and must not be used, reproduced or copied wholly or in part without the written permission
of the Bonacci Group.
By
DateDescriptionRev
North
Drawing No Rev
Date
AppBy
DateDescriptionRev
Project
Drawing
Name
Title
File: G
:\Job\2021726\01\_C
ivil\Issued\D
wg\202172601C
-C
001-C
AD
[P
2].dw
g P
lotted: 26.09.17
at 2:47 P
M B
y: Jonathan F
ranco
BONACCI GROUP ( NSW ) Pty Ltd
ABN 29 102 716 352
Consulting Engineers, Structural - Civil - Infrastructure
Level 6, 37 York Street, Sydney, NSW 2000 Australia
Tel: +61 2 8247 8400 Fax: +61 2 8247 8444
www.bonaccigroup.com
P2DRAWING REGISTER AND CONSTRUCTION NOTES
C00120 21726 01
GOULBURN HOSPITAL ANDHOSPITAL SERVICESREDEVELOPMENT
2021726 - GOULBURN HOSPITAL & HOSPITAL SERVICES REDEVELOPMENT
DRAWING REGISTER AND CONSTRUCTION NOTES - CIVIL & STORMWATER
App
Project Ref
Sheet
Scale
Drawn
Designed
Project Director Approved Date
COPYRIGHT All rights reserved.
These drawings, plans and specifications and the copyright therein are the property of the Bonacci
Group and must not be used, reproduced or copied wholly or in part without the written permission
of the Bonacci Group.
By
DateDescriptionRev
North
Drawing No Rev
Date
AppBy
DateDescriptionRev
Project
Drawing
Name
Title
File: G
:\Job\2021726\01\_C
ivil\Issued\D
wg\202172601C
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005-C
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[P
1].dw
g P
lotted: 22.09.17
at 4:13 P
M B
y: Jonathan F
ranco
BONACCI GROUP ( NSW ) Pty Ltd
ABN 29 102 716 352
Consulting Engineers, Structural - Civil - Infrastructure
Level 6, 37 York Street, Sydney, NSW 2000 Australia
Tel: +61 2 8247 8400 Fax: +61 2 8247 8444
www.bonaccigroup.com
P1SEDIMENT AND EROSION CONTROL PLANENABLING WORKS C00520 21726 01
GOULBURN HOSPITAL ANDHOSPITAL SERVICESREDEVELOPMENT
App
Project Ref
Sheet
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Drawn
Designed
Project Director Approved Date
COPYRIGHT All rights reserved.
These drawings, plans and specifications and the copyright therein are the property of the Bonacci
Group and must not be used, reproduced or copied wholly or in part without the written permission
of the Bonacci Group.
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Date
AppBy
DateDescriptionRev
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Drawing
Name
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File: G
:\Job\2021726\01\_C
ivil\Issued\D
wg\202172601C
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006-C
AD
[P
1].dw
g P
lotted: 22.09.17
at 4:13 P
M B
y: Jonathan F
ranco
BONACCI GROUP ( NSW ) Pty Ltd
ABN 29 102 716 352
Consulting Engineers, Structural - Civil - Infrastructure
Level 6, 37 York Street, Sydney, NSW 2000 Australia
Tel: +61 2 8247 8400 Fax: +61 2 8247 8444
www.bonaccigroup.com
P1SEDIMENT AND EROSION CONTROL PLANMAIN WORKS C00620 21726 01
GOULBURN HOSPITAL ANDHOSPITAL SERVICESREDEVELOPMENT