SC1 SK2800 F.2 SK2800 F.1 BR2 BR1 BR 1 BR1 BR 1 BR2 BR2 BR1 BR 1 SB5 SB5 BR1 BR 1 BR2 BR2 BR1 BR 1 BR2 BR1 BR1 SB4 B R 1 BR1 BR2 BR 1 BR1 BR2 SC1 SC1 SC1 SC1 SC1 SC1 SC3 SC3 SC2 SC2 SC2 SC2 SC1 SC1 SC1 SC1 SC1 SC2 SC2 SC2 SC2 SC2 SC2 SB2 SB2 SB2 SB2 SB2 SB2 SB2 SB2 SB2 SB2 SC2 SC2 SC2 SC2 SC2 SC2 SC2 SC2 SC2 SC2 SC2 SC2 SC2 SC2 SC2 SB1 SB1 SB2 SB2 SB2 SB2 SB2 SB2 SB2 SB2 SB2 125 125 150 150 WH1 SK2800 F.3 TRUSS = TR1 2 / V B 2 2 / V B 2 2/VB2 200 125 SC1 SK2800 F.4 SK2800 F.5 BEAM FIXED TO RETAINING WALL FULLY SHOP WELDED SC3/SB4 FRAME SB3 2/VB2 2/VB2 VB1 REFER TO DRAWING SK0900-SK1400 FOR STRUCTURE TO ADJACENT PROPOSED 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 LOCATIONS 3. ALL EXPOSED STEEL TO BE HOT DIPPED GALVANISED 4. 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 BY THE SUB-CONTRACTOR AND APPROVED BY THE ENGINEER 5. ALLOW FOR AN ADDITIONAL 2 No. 250 UB 31 TRIMMER BEAMS TO MECHANICAL ROOF 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 CENTRES 2. 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 ITEMS 4. PROVIDE BRIDGING AS INDICATED IN MEMBER SCHEDULE, FIXED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS 5. PROVIDE TRIMMING ANGLE TO END OF PURLINS TO SUPPORT END OF SHEETING 6. 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 29 102 716 352 Consulting Engineers, Structural - Civil - Infrastructure Level 6, 37 York Street, Sydney, NSW 2000, Australia Tel: +61 2 8247 8400 Fax: +61 2 8247 8444 [email protected]www.bonaccigroup.com Bonacci Group (NSW) Pty Ltd 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. Rev Description Date By App Designed Drawn Scale Date Sheet Project Ref. Project Director Approved Date North Drawing No. Rev A1 0 10 20 30 50 100 A1 1 : 100 21/09/2017 3:37 :51 PM C:\Users\twatso n\Documents\202172601S-GOU LBURN HOSPITAL LINK STRUC TURE-RST16-CENTRAL_TW2 201.rvt GOULBURN HOSPITAL AND HOSPITAL SERVICES REDEVELOPMENT 202172601S SK2100 AC TJW LINK CORRIDOR FRAMING 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 EXTENT SHOWN INDICATIVELY. CORRIDOR SLAB TO TRANSITION TO SLAB ON GRADE TO TIE IN WITH EXISTING GROUND LEVELS. TYPICAL • ALL STEELWORK BELOW GROUND TO BE PAINTED WITH 2 COATS OF HIGH BUILD EPOXY P1 ISSUED FOR SCHEMATIC DESIGN 21.07.17 TJW P2 RE-ISSUED FOR SCHEMATIC DESIGN 21.09.17 TJW
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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
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.
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
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.
• 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
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.
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.