ADDENDUM 2 - National Library of Australia · ADDENDUM 2 DATE 26 July 2016 ... Upgrade of Chemical...
Transcript of ADDENDUM 2 - National Library of Australia · ADDENDUM 2 DATE 26 July 2016 ... Upgrade of Chemical...
ADDENDUM 2
DATE 26 July 2016
REF RFT 15/147
FROM David Priddle, Contact Officer RFT 15/147, [email protected]
SUBJECT Addendum 2 to Request for Tender RFT 15/147
National Library of Australia –
Construction Head Contractor for Building Façade Rectification
Tenderers are requested to amend the tender documents with the following information:
1. In the RFT 4.1 Schedule of Unit Rates now has an additional line item for a ‘Timber Battens’ unit rate.
Tenderers are to include the new line item in their tender submissions.
The MS Word© ‘soft copy’ document on the NLA website has been updated to include this. The PDF
attached to this addendum is a guide to show the change required to be made to submissions.
2. In regards to TQ no.4 item 4.2, please refer to drawing number 23-15590-A5100 revision B and 23-
15590-A2700 revision B for details in regards to the expansion joints to the new catwalk.
3. In regards to TQ no.4 item 4.9, please refer to drawings number 23-15590-A5006 revision B, 23-15590-
A5004 revision B and 23-15590-A5002 revision B for details in regards to factory cut slots in the extruded
aluminium capping.
4. In regards to TQ no.4 item 4.12, please refer to drawings number 23-15590-A5002 revision B and 23-
15590-A5003 revision B for details in regards to lifting eyes and fixing brackets.
5. In regards to TQ no.4 item 4.13, please refer to drawings number 23-15590-A5002 revision B and 23-
15590-A5003 revision B for details in regards to consistency between Drawings A5002 and A5003
6. In regards to TQ no.4 item 4.14, please refer to drawings number 23-15590-A5002 revision B and 23-
15590-A5003 revision B for details in regards to self-tapping and adjustment screws.
7. In the Draft Contract, the table in Exhibit 2 (the table on last page of the draft contract) is DELETED and
REPLACED with the revised drawing schedule included as a PDF with this Addendum.
The submitted tender price is to make allowance for and include all of the proceeding.
This addendum is to be acknowledged and submitted as part of the tender submission.
Tenderer’s acknowledgement:
Tenderer’s Name Tenderer’s Signature
Schedule of rates to be used as defined in the draft Contract
Note rates given are to include all costs associated with supervision, supply of materials and
equipment, labour, fees and charges and safety and environmental requirements. Additional
specific assumptions re access are detailed in each heading.
Item Unit Rate (AUD
unless
otherwise
stated, GST
exclusive)
Rate (AUD
unless
otherwise
stated, GST
inclusive)
Additional Façade works assumed to be undertaken while access system still in place
Patch repair to concrete structure of
cornice using proprietary concrete repair
compound or high strength grout; up to 100
mm diameter and 25 mm deep
each
Patch repair to concrete structure of
cornice using proprietary concrete repair
compound or high strength grout
each
Patches measuring 250mm
diameter and up to 50 mm deep
Patches measuring 100 mm
diameter and up to 40 mm deep
Patches measuring 100mm
Diameter and up to 20 mm deep
Patches measuring 50mm diameter
and up to 20 mm deep
Select honed and edge-finished Carrara
marble panels from agreed supplier
fabricated in Italy and shipped to Australia
and transported to Library site
m2 (Include both
AUD and EUR
together with
exchange rate
applicable at
time of pricing.
To be finalised
once Quarry
supplier
finalised)
SCHEDULE 4.1 – SCHEDULE OF RATES
Item Unit Rate (AUD
unless
otherwise
stated, GST
exclusive)
Rate (AUD
unless
otherwise
stated, GST
inclusive)
Buchtal KerAion cladding support system,
comprising twin horizontal rails / BAT
Ventilated Façade Rails, supplied and
installed onto concrete structure, including
clasps for cladding panels
lm (Include both
AUD and EUR
together with
exchange rate
applicable at
time of pricing
unless
Australian
product used, in
which case use
only AUD)
Upgrade of Chemical anchor fixings from
M8 to M10
per panel
Nominated undercut cladding fixings per panel
Specially fabricated fixings in capping per panel
Elastomeric joint sealant, closed cell
backing rods, supplied and installed
lm
Replacement Hardwood timber roof
battens to match existing nominally 50 mm
X 70 mm
lm
Stainless steel Roof sheet flashings lm
Removal (demolition) of existing marble
cladding panel on columns
panel
Removal (demolition) of existing marble
cladding panels, including facing and
capping, to Level 1 balcony
one bay
between
columns
Traditional replacement of marble panel to
column by stonemason
panel
Traditional replacement of marble panels,
including facing and capping, to Level 1
balcony by stonemason
one bay
between
columns
Replacement of marble panels, including
facing and capping, to Level 1 balcony
using the same system as specified for the
cornice recladding
one bay
between
columns
Removal and replacement of existing joint
sealant to marble cladding on columns and
Level 1 balcony
lm
Item Unit Rate (AUD
unless
otherwise
stated, GST
exclusive)
Rate (AUD
unless
otherwise
stated, GST
inclusive)
Repairs to soffit marble stucco render to
Lower cornice roof (visible from plaza
level)
m2
Labour rates for work
Project manager per hour
site Supervisor/foreman normal hours per hour
Cladding Installer per hour
Stonemason normal hours per hour
Labourer normal hours per hour
Building access for further inspection or additional works
All costs associated with ongoing Hire
beyond the programmed removal date of
the proposed access system able to service
and allow works at cornice level
per week
Mobile plant & operator (if required) able
to reach first floor level balcony and allow
safe work on marble panels
per day
All costs including installation and
removal, associated with Fixed scaffolding
1 bay wide to 4th floor level
per week
Crane & operator capable of lifting access
systems or additional panels to podium
level
per day
Possible remedial works requested by NLA access to be via roof or carried out during the
Works
New copper gutters to replace main roof
gutter systems
lm
Repairs to Main roof rendered parapet and
capping
m2
New copper gutter to replace lower cornice
roof gutter
lm
Repairs to rendered inside face of the
parapet of the lower roof
m2
Exhibit 2
DRAWINGS
The Drawings are comprised of the following documents:
Drawing No Rev Drawing Title Copies
A0001 A COVER SHEET 1
A1000 A PRECINCT PLAN 1
A1001 A SITE PLAN 1
A1202 A EXISTING UPPER MARBLE FACADE CAPPING SURVEY PLAN 1
A2000 A ROOF DEMOLITION PLAN 1
A2010 A DEMOLITION OF EXISTING MARBLE DETAILS 1
A2011 A DEMOLITION SECTION AND DETAILS 1
A2100 A DEMOLITION ELEVATIONS - SHEET 1 1
A2101 A DEMOLITION ELEVATIONS - SHEET 2 1
A2201 A PODIUM PLAN - SHEET 1 1
A2202 A PODIUM PLAN - SHEET 2 1
A2700 B NEW ROOF PLAN 1
A2800 A ROOF PLAN - SAMPLE PANELS 1
A3100 A NEW ELEVATIONS - SHEET 1 1
A3101 A NEW ELEVATIONS - SHEET 2 1
A3200 A ELEVATION DETAILS 1
A5000 A SECTION 1
A5001 A NEW MARBLE CAPPING DETAILS 1
A5002 B TYPICAL SECTION OF NEW MARBLE PANEL 1
A5003 B NEW MARBLE PANEL - ISOMETRIC 1
A5004 B PLAN - TOP/BOTTOM CAPPING 1
A5006 B TYPICAL DETAILS 1
A5100 B CATWALK DETAILS 1
as attached to this Exhibit.
CDEFGHJKLMNPQRSTU
3
4
5
6
7
8
9
10
11
2A3100
1A3100
1A3101
2A3101
UPPER ROOF
NE01NE95
WS47
WS01
ES47
ES01
SW95SW01
BUILDING LINE
2A5100
2
3099
4216
7315
7315
7315
7315
7315
4216
3099
V7315 7315 7315 7315 7315 7315 7315 7315 7315 7315 7315 7315 7315 7315 7315
1A5100 1
A5000__________
BUILDING LINE
1A5004
B-CJ B-CJ
EJ-WWEJ-WW
B-CJ B-CJ
EJ-WWEJ-WW
EJ-WW EJ-WW
1 2
3 4
5A5100
EXTENTS OF CONTRACTORS SITE
LEGEND:
ROOF ACCESS AREA
B-CJ BUILDING MAIN CONTROL JOINTS
EJ-WW EXPANSION JOINTS TO NEWCATWALK TO ALIGN WITH BUILDINGCONTROL JOINTS. REFER TO DWG.A5100/5
1 4-
N
No Revision Note: * indicates signatures on original issue of drawing or last revision of drawing Drawn Job Project Date
Conditions of Use.This document may only be used byGHD's client (and any other person whoGHD has agreed can use this document)for the purpose for which it was preparedand must not be used by any otherperson or for any other purpose. Scale
Drawn
Drafting
Approved
Date
Check
Designer
DesignCheck
DO NOT SCALE Client
Project
Title
Original Size
A1 Drawing No: Rev:This Drawing must not beused for Construction unlesssigned as Approved
Plot Date: Cad File No:
-Manager Director
(Project Director)Level 7, 16 Marcus Clarke Street,Canberra ACT 2601 AustraliaGPO Box 1877 Canberra ACT 2601T 61 2 6113 3200 F 61 2 6113 3299E [email protected] W www.ghd.com
As indicated
26/07/2016 9:03:50 AM C:\Users\jdavid\Documents\Revit Local Files\23-15590-National Library of Australia_Central2015_jdavid.rvt
National Library of AustraliaRFT 15/147 CONSTRUCTION HEAD CONTRACTOR BUILDINGFAÇADE RECTIFICATION
A2700
J.DAVID R.PFITZ
D.BELL
J.PERRIN
NEW ROOF PLAN
23-1559013.05.16
R.PFITZ
JD MH JP
JD MH JPB
ISSUED FOR TENDERA 24.06.16
ISSUE FOR TENDERB 25.07.16
TENDER
SCALE 1 : 200A2100
ROOF PLAN1
0
SCALE 1: AT ORIGINAL SIZE
2000 4000 6000 8000 10000 mm
200
A2700
4A5
002
__________
3A5
002
__________
610 555 65
VOID
GAP
40
BUCHTAL KER-AIONBRACKET100mm LONG CLEAT
REFER TO DWG A5001 FORDETAIL
BESPOKE 3mm x 3MALUMINIUM ANODIZEDEXTRUSION
EXISTING CONCRETE PARAPET
5mm SS FABRICATEDTHROUGH FIXING /TEFLON WASHER
CL CL CL
1065 555610
MARBLE CAPPING PANEL
TOP SUPPORT
BOTTOM SUPPORT
BUCHTAL KER-AIONBRACKET100mM LONG CLEAT
MARBLE FACE PANEL
CL CL CL CL 10155300300300
1209 MARBLE PANEL
MARBLE CAPPING PANEL
TOP SUPPORT
BOTTOM SUPPORT
1-M6 S/S LIFTING EYE
200
FACTORY CUT OUTS ABOVELIFTING EYES NOM. 200mm LONG
CLCL
155 900 0 154
No Revision Note: * indicates signatures on original issue of drawing or last revision of drawing Drawn Job Project Date
Conditions of Use.This document may only be used byGHD's client (and any other person whoGHD has agreed can use this document)for the purpose for which it was preparedand must not be used by any otherperson or for any other purpose. Scale
Drawn
Drafting
Approved
Date
Check
Designer
DesignCheck
DO NOT SCALE Client
Project
Title
Original Size
A1 Drawing No: Rev:This Drawing must not beused for Construction unlesssigned as Approved
Plot Date: Cad File No:
-Manager Director
(Project Director)Level 7, 16 Marcus Clarke Street,Canberra ACT 2601 AustraliaGPO Box 1877 Canberra ACT 2601T 61 2 6113 3200 F 61 2 6113 3299E [email protected] W www.ghd.com
As indicated
26/07/2016 1:30:37 PM C:\Users\jdavid\Documents\Revit Local Files\23-15590-National Library of Australia_Central2015_jdavid.rvt
National Library of AustraliaRFT 15/147 CONSTRUCTION HEAD CONTRACTOR BUILDINGFAÇADE RECTIFICATION
A5002
J.DAVID R.PFITZ
B.REMEDIOS
J.PERRIN
TYPICAL SECTION OF NEW MARBLE PANEL
23-1559013.05.16
R.PFITZ
JD MH JP
JD MH JPB
ISSUED FOR TENDERA 24.06.16
TENDER REVISIONB 25.07.16
TENDER0
SCALE 1: AT ORIGINAL SIZE
20 40 60 80 100 mm
2
0
SCALE 1: AT ORIGINAL SIZE
50 100 150 200 250 mm
5
SCALE 1 : 5A5001
4 SECTION CAPPING - BSCALE 1 : 5A5001
3 SECTION CAPPING - A
EXISTING CONCRETE PARAPET
M8 STAINLESS STEELCHANNEL ANCHORS
BUCHTAL KER-AIONBRACKET SYSTEM
3m LONG SUPPORT RAILUNDER CUT ANCHOR
FISCHER ZYKON OR KEIL M6PANEL ANCHOR FIXING
BUCHTAL KER-AION BRACKET100mm LONG CLEAT
PLAN - BOTTOM SUPPORTSCALE 1:2
2A5002
PLAN - TOP SUPPORTSCALE 1:2
1A5002
1-M6 S/S LIFTING EYE
BUCHTAL KER-AION BRACKET100mm LONG CLEAT
EXISTING CONCRETE PARAPET
MARBLE FACE PANEL (TYP.)
MARBLE FACE PANEL (TYP.)
STAINLESS STEEL SELF-TAPPING SCREWS. REFER TODWG A5003
No Revision Note: * indicates signatures on original issue of drawing or last revision of drawing Drawn Job Project Date
Conditions of Use.This document may only be used byGHD's client (and any other person whoGHD has agreed can use this document)for the purpose for which it was preparedand must not be used by any otherperson or for any other purpose. Scale
Drawn
Drafting
Approved
Date
Check
Designer
DesignCheck
DO NOT SCALE Client
Project
Title
Original Size
A1 Drawing No: Rev:This Drawing must not beused for Construction unlesssigned as Approved
Plot Date: Cad File No:
-Manager Director
(Project Director)Level 7, 16 Marcus Clarke Street,Canberra ACT 2601 AustraliaGPO Box 1877 Canberra ACT 2601T 61 2 6113 3200 F 61 2 6113 3299E [email protected] W www.ghd.com
26/07/2016 1:32:12 PM C:\Users\jdavid\Documents\Revit Local Files\23-15590-National Library of Australia_Central2015_jdavid.rvt
National Library of AustraliaRFT 15/147 CONSTRUCTION HEAD CONTRACTOR BUILDINGFAÇADE RECTIFICATION
A5003
J,DAVID R.PFITZ
B.REMEDIOS
J.PERRIN
NEW MARBLE PANEL - ISOMETRIC
23-1559013.05.16
R.PFITZ
JD MH JP
JD MH JPB
ISSUED FOR TENDERA 24.06.16
TENDER REVISIONB 25.07.16
TENDER
NEW MARBLE ISOMETRIC VIEW
BUCHTAL KER-AIONBRACKET SYSTEM
M8-600 S/S THREADED RODSDRILLED AND EPOXIED USINGHILTI HIT-RE50070mm MIN. EMBEDMENT20mm MAX FIXTURE THICKNESS.
UNDER CUT ANCHORFISCHER ZYKON OR KEILM6 PANEL ANCHORFIXING
TEFLON SQUAREWASHER / SHIM
MARBLE FACE PANEL
MARBLE CAPPING PANEL BESPOKE 3mm x 3M ALUMINIUMANODIZED EXTRUSION
UNDERCUTANCHOR
5mm SS FABRICATEDTHROUGH FIXING/TEFLON
WASHER
1.8mm S/S ROOF SHEET FLASHINGSCREW FIXED TO EXTRUSION
NEW MARBLE FACE PANEL ISOMETRIC VIEW
MRS-1 NEW COLORBOND ROOFSHEETING
BUCHTAL KER-AION BRACKET100mm LONG CLEAT
PROVIDE AN ARRIS ONALL EDGES OF MARBLEPANELS AND CAPPINGS
ADJUSTMENT SCREW TOLEVEL MARBLE PANELS
NEW 1-M6 S/S LIFTINGEYE TO BE FIXED ONNEW MARBLE FACEPANEL (TYP.)
TYP. BUCHTAL KER-AION BRACKET
STAINLESS STEEL SELF-TAPPING SCREWS
NOTE : SELF TAPPING SCREWTO BE INSTALLED ON THERAIL AFTER THE FASCIAPANELS ARE PLACE ON THERAIL.
NEW 1-M6 S/S LIFTINGEYE TO BE FIXED ONNEW MARBLE FACEPANEL (TYP.)
1209
1.8mm S/S TOOF SHEETING FLASHINGSCREW FIXED TO EXTRUSION
MRS-1 NEW COLORBONDROOF SHEETING
MARBLE CAPPING PANEL
4A5004
1.8mm S/S TOOF SHEETING FLASHINGSCREW FIXED TO EXTRUSION
MRS-1 NEW COLORBONDROOF SHEETING
NEW MARBLE FACE PANEL
10 5 300 300 299 320
VOID
GAP
40EXTRUDED ALUM. BRACKET
228
25
TOP CAPPINGPANEL
BOTTOM CAPPINGPANEL
30mm (W) x 1.6mm THK. S/SCOVER STRIPCOLOR WHITE
1.5mm THK VHB DOUBLESIDED TAPE U/S
REFER TO ISOMETRICVIEW FOR LOCATION
3725
40 20
S/S FIXINGPROVIDE FACTORY SLOT
CUT OUTS AT LIFTING EYES.REFER TO ISOMETRIC VIEW
30
10
4018
8
MARBLE CAPPING PANEL30mm (W) x 1.6mm THK.S/S COVER STRIP
COLOR WHITE
1.5mm THK VHBDOUBLE SIDED TAPE
ON ONE SIDE ONLY
228
No Revision Note: * indicates signatures on original issue of drawing or last revision of drawing Drawn Job Project Date
Conditions of Use.This document may only be used byGHD's client (and any other person whoGHD has agreed can use this document)for the purpose for which it was preparedand must not be used by any otherperson or for any other purpose. Scale
Drawn
Drafting
Approved
Date
Check
Designer
DesignCheck
DO NOT SCALE Client
Project
Title
Original Size
A1 Drawing No: Rev:This Drawing must not beused for Construction unlesssigned as Approved
Plot Date: Cad File No:
-Manager Director
(Project Director)Level 7, 16 Marcus Clarke Street,Canberra ACT 2601 AustraliaGPO Box 1877 Canberra ACT 2601T 61 2 6113 3200 F 61 2 6113 3299E [email protected] W www.ghd.com
As indicated
26/07/2016 1:40:28 PM C:\Users\jdavid\Documents\Revit Local Files\23-15590-National Library of Australia_Central2015_jdavid.rvt
National Library of AustraliaRFT 15/147 CONSTRUCTION HEAD CONTRACTOR BUILDINGFAÇADE RECTIFICATION
A5004
J.DAVID R.PFITZ
D.BELL
J.PERRIN
PLAN - TOP/BOTTOM CAPPING
23-15590
R.PFITZ
JD MH JP
JD MH JPB
ISSUED FOR TENDERA 24.06.16
TENDER REVISIONB 25.07.16
TENDER
SCALE 1 : 5A2700
1 PLAN - TOP CAPPING PANEL
ISOMETRIC VIEW
SCALE 1 : 52 PLAN - BOTTOM CAPPING PANEL
SCALE 1 : 1SECTION3
COVER STRIP - ISOMETRIC
SCALE 1 : 2A5004
4 DETAIL 1 - TOP
30mm (W) x 1.6mm THK.S/S COVER STRIPCOLOR WHITE
30mm (W) x 1.6mm THK.S/S COVER STRIPCOLOR WHITE
1.5mm THK VHB DOUBLESIDED TAPE ON ONE SIDEONLY
0
SCALE 1: AT ORIGINAL SIZE
20 40 60 80 100 mm
20
SCALE 1: AT ORIGINAL SIZE
50 100 150 200 250 mm
5
0
SCALE 1: AT ORIGINAL SIZE
10 20 30 40 50 mm
1
FACTORY CUT OUTS ABOVELIFTING EYES NOM. 200mm LONG
100500100LIFTING EYE REFER TO DETAILSECTION
2A5006
__________
600
MARBLE FACE PANEL
LIFTING EYE REFER TODETAIL SECTION
75 x 50 x 5 S/S ANGLE TWOOFF PER MARBLE PANEL.MACHINE DOWN TOP LEG TO35mm TO SUIT CAVITY
FACTORY CUT OUTS ABOVELIFTING EYES NOM. 200mmLONG
200 350 200
125 7575 125
3071
75
LIFTING EYEEQUAL TO BRIDCO S-3001-08 (32 DIA x 6mm (T) 20.5)PROVIDE S/S M8 FIXING BOLT & LOCK WASHER
75 x 50 x 5 S/S ANGLE TWO OFF PER MARBLE PANEL.MACHINE DOWN TOP LEG TO 35mm TO SUIT CAVITY
EXISTING CONCRETE
MARBLE FACE PANEL
MARBLE TOP CAPPING PANEL
UNDERCUT ANCHOR FISCHERZYKON OR KEIL M6 PANEL
ANCHOR FIXING
2mm PLASTIC SPACER SHIM
FACTORY NOM 200mm CUT OUTS AT LIFTING EYES INEXTRUDED ALUMINIUM
No Revision Note: * indicates signatures on original issue of drawing or last revision of drawing Drawn Job Project Date
Conditions of Use.This document may only be used byGHD's client (and any other person whoGHD has agreed can use this document)for the purpose for which it was preparedand must not be used by any otherperson or for any other purpose. Scale
Drawn
Drafting
Approved
Date
Check
Designer
DesignCheck
DO NOT SCALE Client
Project
Title
Original Size
A1 Drawing No: Rev:This Drawing must not beused for Construction unlesssigned as Approved
Plot Date: Cad File No:
-Manager Director
(Project Director)Level 7, 16 Marcus Clarke Street,Canberra ACT 2601 AustraliaGPO Box 1877 Canberra ACT 2601T 61 2 6113 3200 F 61 2 6113 3299E [email protected] W www.ghd.com
As indicated
26/07/2016 11:11:00 AM C:\Users\jdavid\Documents\Revit Local Files\23-15590-National Library of Australia_Central2015_jdavid.rvt
National Library of AustraliaRFT 15/147 CONSTRUCTION HEAD CONTRACTOR BUILDINGFAÇADE RECTIFICATION
A5006
J.DAVID R.PFITZ
D.BELL
J.PERRIN
TYPICAL DETAILS
23-1559026.05.16
R.PFITZ
JD MH JP
JD MH JPB
ISSUED FOR TENDERA 24.06.16
TENDER REVISIONB 25.07.16
TENDER0
SCALE 1: AT ORIGINAL SIZE
10 20 30 40 50 mm
1
SCALE 1 : 5A3101
1 LIFTING EYE DETAIL (TYPICAL)
ONE MARBLE PANEL - PERSPECTIVE DETAIL
SCALE 1 : 1A5006
2 SECTION 1
LIFTING EYE - PERSPECTIVE DETAIL
MARBLE FACE PANEL
MARBLE TOP CAPPING PANEL
LIFTING EYEEQUAL TO BRIDCO S-3001-08 (32 DIA x 6mm (T) 20.5)PROVIDE S/S M8 FIXING BOLT & LOCK WASHER
75 x 50 x 5 S/S ANGLE TWO OFF PER MARBLE PANEL.MACHINE DOWN TOP LEG TO 35mm TO SUIT CAVITY
UNDERCUT ANCHOR FISCHER ZYKON OR KEILM6 PANEL ANCHOR FIXING
0
SCALE 1: AT ORIGINAL SIZE
50 100 150 200 250 mm
5
30mm (W) x 1.6mm THK. COVER STRIPREFER TO A5004 FOR DETAILS
75 PFC75 PFC 75 PFC 75 PFC
75 PFC75 PFC 75 PFC 75 PFC
CLCLCLCL
3000 3000 3000
50 x 5 EQUAL ANGLE AT1.5m SPACING
C253 MSG WEBFORGE GRATINGPER AS SPECIFICATION
MRS-1 METAL DECK ROOF
MARBLE CAPPING PANEL
4A5100
__________
600
825
LATHAM RUFAZEL75 x 10 SLIP RESISTANT
1A5000
__________
75 PFC PAINTEDGALVANIZED STEEL TO
MATCH ROOF
50 x 5 EQUAL ANGLE AT1.5m SPACING
MRS-1 COLORBOND ROOFCOLOR TO MATCH EXISTING
75 PFC PAINTED GALVANIZEDSTEEL TO MATCH ROOF
C253 MSG WEBFORGE GRATINGPER AS SPECIFICATION
42 x 3.2 CHS
EXISTING CONCRETE SLAB
8mm BASE PLATE
100
DEKTITE TYP.
40 10 600 10 40
LIFTING JIB TOFUTURE DETAIL
10mm NON-SHRINKGROUT
TYP.
80 m
m
3A5100
__________CL CL3000 MAX
CL CL 52003000
75 PFC PAINTEDGALVANIZED STEELTO MATCH ROOF
C253 MSG WEBFORGE GRATINGPER AS SPECIFICATION
50 x 5 EQUAL ANGLE AT1.5m SPACING
42 x 3.2 CHS
8mm BASE PLATE
10mm NON-SHRINKGROUT
DEKTITE TYP.
LATHAM RUFAZEL75 x 10 SLIP RESISTANT
8 CLEAT PLATE2-M12 WELDEDTO PFC
20 60 20
2060
20
4-M8 x 80mm EMBEDMENTHILTI HIT-RE 500
8mm BASE PLATE
42 x 3.2 CHS
TYPICAL BASE PLATE
NOTES :
1. CATWALK FRAMING IS DESIGNED FOR 2.50 kPa LIVE LOAD & DAVITARM ON RAIL RATED AT 50kg - TO LIFT THE MARBLE PANELS.
2. ALL STEEL WORK TO BE H.D.G. AND PAINTED TO MATCH ROOF.
3. CONTRACTOR TO PROVIDE SHOP DRAWINGS OF THE CATWALKFRAMING FOR REVIEW & APPROVAL PRIOR TO FABRICATION,
4. ALL WELDS TO CFW.
75 PFC
75 PFC
CLCLCL
625 875 1915
C LC L
625
875
75GAP20 90
185(L) x 50(W) x 10mm (T)WELDED PLATE TO 75 PFC
2 x M12 DOME HEAD TYPEBOLTS TACK WELD TO 75 PFC
75 PFC PAINTED GALVANIZEDSTEEL TO MATCH ROOF
185
2721
27
1350
13
15 60 15
75
NOTE: TO ALIGN WITH BUILDING CONTROL JOINTSREFER TO NEW ROOF PLAN DWG A2700
2 x M12 DOME HEAD TYPEBOLTS TACK WELD TO 75 PFC
5A5100
__________
C253 MSG WEBFORGE GRATINGPER AS SPECIFICATION
75 PFC PAINTED GALVANIZEDSTEEL TO MATCH ROOF
185(L) x 50(W) x 10mm (T)WELDED PLATE TO 75 PFC
No Revision Note: * indicates signatures on original issue of drawing or last revision of drawing Drawn Job Project Date
Conditions of Use.This document may only be used byGHD's client (and any other person whoGHD has agreed can use this document)for the purpose for which it was preparedand must not be used by any otherperson or for any other purpose. Scale
Drawn
Drafting
Approved
Date
Check
Designer
DesignCheck
DO NOT SCALE Client
Project
Title
Original Size
A1 Drawing No: Rev:This Drawing must not beused for Construction unlesssigned as Approved
Plot Date: Cad File No:
-Manager Director
(Project Director)Level 7, 16 Marcus Clarke Street,Canberra ACT 2601 AustraliaGPO Box 1877 Canberra ACT 2601T 61 2 6113 3200 F 61 2 6113 3299E [email protected] W www.ghd.com
As indicated
26/07/2016 9:07:48 AM C:\Users\jdavid\Documents\Revit Local Files\23-15590-National Library of Australia_Central2015_jdavid.rvt
National Library of AustraliaRFT 15/147 CONSTRUCTION HEAD CONTRACTOR BUILDINGFAÇADE RECTIFICATION
A5100
J.DAVID R.PFITZ
B.REMEDIOS
J.PERRIN
CATWALK DETAILS
23-1559013.05.16
R.PFITZ
JD MH JP
JD MH JPB
ISSUE FOR TENDERA 24.06.16
TENDER REVISIONB 25.07.16
TENDER0
SCALE 1: AT ORIGINAL SIZE
50 100 150 200 250 mm
5
SCALE 1 : 50A2700PLAN - CATWALK DETAIL2
0
SCALE 1: AT ORIGINAL SIZE
500 1000 1500 2000 2500 mm
50
SCALE 1 : 5A5000
CATWALK SECTION3
CATWALK NEWSCALE 1 : 5A5100
SECTION A4
SCALE 1 : 50A2700CORNER PLAN1
CORNER CATWALK ISOMETRICA5100
SCALE 1 : 5A2700
5 TYPICAL CATWALK EXPANSION JOINT
CATWALK PLAN