SEV210 – Preliminary Tender Document Summative Assessment Task 1


SEV210 – Preliminary Tender Document
Summative Assessment Task 1
High Level Project Cost Estimate
Project:
CONSTRUCTION OF
CARBON REVOLUTION BUILDING 2
Deakin University – Waurn Ponds Campus
Brief for High-Level Project Cost Estimate
Project: Construction of Carbon Revolution Building 2
DEAKIN UNIVERSTY WAURN PONDS CAMPUS
1. BACKGROUND
Introduction
You are members of the Capital Projects Team of Facility Services Department at Deakin
University who are assigned to undertake work encompassing a high level estimate of
building cost of the Structural Works for the Carbon Revolution Building 2, located in the
Waurn Ponds campus of Deakin University.
2. THE DESIGN BRIEF & SCOPE
The work for this project is to be advertised for tender in the near future. To date, some of the
design drawings have been completed. For this stage, a high level cost estimate is required
for the owner estimate of the cost of the project. The following scope of work has been
assigned for the high level project cost estimate.
– The site location is as indicated (Appendix A)
– The design drawings are provided (Appendix B)
– Additional drawings may be released during the design progress
– The cost estimate is only for foundation and structure of the building
– The Bill of Quantities is to be completed (Appendix C)
– The cost of work is to be estimated based on published construction rates (e.g.
Rawlinsons Construction Handbook, Cordell Building Cost Guide, Aust. Institute of
Quantity Surveyors, etc.)
– Any assumptions, notes or disclaimers regarding your cost estimate should be
documented in your Assessment 1 report submission and in your Journal Diary
You may insert additional rows under ‘D. MISCELLANEOUS’ section for other costs you
can identify from the drawings, as well as providing some brief details on each of these
additional items.
3. CONDUCT OF WORK
The Deakin University rules and regulations apply to this work.
4. SITE INSPECTIONS
At this stage, site inspections are not required. Employees may use satellite image to acquaint
themselves with the site where any work is to be undertaken. Refer to Appendix A.
5. EXTENT OF WORK
A. The overall works to be undertaken includes:
– Undertaking high-level (rough) estimate of works quantity based on provided design
drawings of the project
– Undertaking research on the unit rates (unit price) to conduct construction works for
the project
– Provision of completed Bill of Quantities with prices
– Clearly specifying the source of data and additional information about justification as
required, conditions, inclusions or limitation of the rates
B. This Assessment should be submitted as a group report.
C. A table indicating group members’ contribution to the works should be submitted with
the report.
D. Only 1 report per group is to be submitted via CloudDeakin.
E. Groups will be allocated in Week 1 Seminars or via CloudDeakin for off-campus
students.
6. EVALUATION CRITERIA
Please address each of the following evaluation criteria in your submission.
Evaluation Criteria
Preliminary
Tender
Documents
Your Preliminary Tender Documents shall demonstrate that:
(1) team agreement that states the delegation of tasks among the group,
the due date and the completion date, enable the team to keep each
other accountable (10%)
(2) estimates of work quantities are reasonable and justified by
calculation (40%)
(3) unit rates for construction works are properly selected for each work
item, and are supported by credible references with a provided
justification as required (40%)
(4) conditions/limitations of the high level cost estimate are identified and
stated (10%)
Journal
Diary
All work and communication should be documented in your Journal Diary
7. LODGEMENT DETAILS
Submissions should be electronic and lodged into the SEV210 CloudDeakin assignment
dropbox by 11.00pm AEST, 29th July 2016.
8. NOTIFICATION OF RESULT
After successful completion of High Level Project Cost Estimate, you will be provided with
feedback on the submitted Preliminary Tender Documents.
Appendix A
Project site location:
Proposed Site
Appendix B
Drawings
Project: Construction of Carbon Revolution Building 2
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 by
GHD’s client (and any other person who
GHD has agreed can use this document)
for the purpose for which it was prepared
and must not be used by any other
person or for any other purpose. Scale
Drawn
Drafting
Approved
Date
Check
Designer
Design
Check
DO NOT SCALE Client
Project
Title
Original Size
A1 Drawing No: Rev:
This Drawing must not be
used for Construction unless
signed as Approved
Plot Date: Cad File No:

Level 8, 180 Lonsdale Street Melbourne VIC 3000 Australia
T 61 3 8687 8000 F 61 3 8687 8111
E melmail@ghd.com W http://www.ghd.com
Manager Director
(Project Director)
1/05/2014 10:25:43 AM C:\Users\dcomben\Documents\31-31154-Carbon Building_2_dcomben.rvt
COCKRAM CONSTRUCTIONS
CARBON REVOLUTION BUILDING
S001
B. SACAYANAN F. PINEDA
D. WEARNE*
T. BUTLER*
COVER SHEET & DRAWING INDEX
31-31154
01.05.2014
B. PICTON*
BS DW* TB*
STRUCTURAL
0
0 ISSUED FOR CONSTRUCTION 01.05.14
CONSTRUCTION
COCKRAM CONSTRUCTIONS
CARBON REVOLUTION BUILDING
STRUCTURAL DRAWING LIST
DRG NO.
PROJECT No. SHEET Sheet Name Line 2 DRAWING TITLE
31-31154 S001 STRUCTURAL COVER SHEET & DRAWING INDEX
31-31154 S002 STRUCTURAL GENERAL STRUCTURAL NOTES 1 OF 3
31-31154 S003 STRUCTURAL GENERAL STRUCTURAL NOTES 2 OF 3
31-31154 S004 STRUCTURAL GENERAL STRUCTURAL NOTES 3 OF 3
31-31154 S100 STRUCTURAL CONCRETE WORKS SLAB & FOOTING PLAN
31-31154 S101 STRUCTURAL STEELWORK ROOF FRAMING PLANS
31-31154 S200 STRUCTURAL CONCRETE WORKS SECTIONS & DETAILS – SHEET 1
31-31154 S201 STRUCTURAL CONCRETE WORKS SECTIONS & DETAILS – SHEET 2
31-31154 S300 STRUCTURAL STEELWORK FRAMING ELEVATIONS – SHEET 1
31-31154 S301 STRUCTURAL STEELWORK FRAMING ELEVATIONS – SHEET 2
31-31154 S310 STRUCTURAL STEELWORK FRAMING SECTIONS – SHEET 1
31-31154 S311 STRUCTURAL STEELWORK FRAMING SECTIONS – SHEET 2
31-31154 S320 STRUCTURAL STEELWORK CONNECTION DETAILS – SHEET 1
31-31154 S321 STRUCTURAL STEELWORK CONNECTION DETAILS – SHEET 2
31-31154 S322 STRUCTURAL STEELWORK CONNECTION DETAILS – SHEET 3
31-31154 S324 STRUCTURAL STEELWORK CONNECTION DETAILS – SHEET 4
31-31154 S325 STRUCTURAL STEELWORK TRUSS ELEVATIONS &DETAILS
31-31154 S326 STRUCTURAL STEELWORK BASE PLATE HD BOLTS DETAILS
31-31154 S327 STRUCTURAL STEELWORK CONNECTION DETAIL SHEET
31-31154 S600 STRUCTURAL CONCRETE WORKS PRECAST ELEVATIONS
31-31154 S601 STRUCTURAL CONCRETE WORKS PRECAST PANEL DETAILS
1 2 3 4 5 6 8
A B C D E
7
G
SB1
SB1
F
PF1
PF1 PF1 PF1 PF1 PF1
PF4
PF3
PF3
PF2
PF3
PF3
PF1
PF1 PF1
PF1
PF1 PF1
EB1
EB1
EB1
PF3 SB1
EB1
EB1
EB1
EB1
EB1
PF3
PF3
PF5
PF3
PF4
PF2 PF2
EB1
EB1
EB1
EB1
150
SC SC SC SC SC SC
SC SC SC SC SC SC
CJ
SC SC SC CJ SC SC
SC SC SC SC SC
CJ CJ CJ CJ CJ
CJ
SC SC SC SC SC SC
SC SC SC SC SC SC
CJ CJ CJ CJ CJ
SC SC SC SC
SC SC SC SC SC SC
125
EB1
125
PROVIDE SLAB SETDOWN
TO WET AREAS. LOCATIONS
AS DETAILED ON
ARCHITECTURAL DWGS.
125 THK SLAB SL92 TOP
1 LAYER OF 0.2mm IMPERVEOUS
MEMBRANE ON 50 SAND BED
125 THK SLAB SL92 TOP.
1 LAYER OF 0.2mm IMPERVEOUS
MEMBRANE ON 50 SAND BED
150 THK SLAB SL92 MESH TOP.
2 LAYERS OF 0.2mm IMPERVEOUS
MEMBRANE ON 175 CLASS 4
CRUSHED ROCK
PROVIDE DANLEY 10mm
DIAMOND DOWELS @
600mm CTS GALVANISED
TO ST1 ON GRID 1
SC
SC
CJ
SC
SC
CJ
SC
SC
SC
SC
CJ
CJ
CJ
CJ
SC
SC
SC
SC
CJ
CJ
SC
SC
SC
SC
SC
SC
SC
SC
CJ
CJ
CJ
ST1 ST1 ST1 ST1 ST1
ST1
ST1 ST1 ST1 ST1 ST1
SF1 SF1 SF1 SF1 SF1 SF1
ST1 SF1
FILL ANY OVER EXCAVATION
BETWEEN EB1 BEAMS AS REQUIRED
SF1
SF1 SF1 SF1 SF1 SF1
ST1
ST1
EB1 EB1 EB1 EB1 SF1
EB1
150 THK SLAB SL92 MESH, TOP.
2 LAYERS OF 0.2mm IMPERVEOUS
MEMBRANE ON 175 CLASS 4
CRUSHED ROCK
ST1
ST1 SF1 ST1 SF1 ST1 SF1 ST1 SF1 ST1 SF1
ST1
ST1
ST1
ST1
PROVIDE R20 x 450 LONG
DOWELS @ 600mm CTS @
DOOR THRESHOLDS.
GREASE ONE END
PROVIDE R20 x 450 LONG
HOP DIP GALVANISED DOWELS @
600mm CTS @ DOOR THRESHOLDS.
GREASE ONE END
.
.
WHERE EB1 SIDE FACE IS EXPOSED,
PROVIDE 5-L12TM TO VERTICAL
EXTERNAL FACE
NOMINAL 150×150 KERB
REFER CIVIL DWGS FOR PROFILE DETAILS.
ST1
ST1
ST1
ST1
ST1
ST1
ST1
ST1
ST1
PROVIDE 2-N12 RENTRANT BARS,
1000 LONG AT SETDOWN
CORNERS, TYPICAL
2-N12 RE-ENTRANT BARS, 1500 LONG
TIED TO UNDERSIDE OF TOP MESH
AT 100 CRS (TYP). BEND BAR AT SLAB
EDGE. REFER 31-31154-S201 FOR
TYPICAL DETAILS
PROVIDE 2-N12 RENTRANT BARS,
1500 LONG TIED TO UNDERSIDE OF
TOP MESH AT 100 CRS, TYPICAL
ST1
PROVIDE SLAB REBATE FOR ENTRY
MAT. LOCATION AS DETAILED ON
ARCHITECTURAL DWGS.
PROVIDE THICKENING OF SLAB AND
FOUNDATION TO SUIT RAKING WALL LINE
PROVIDE THICKENING OF SLAB AND
FOUNDATION TO SUIT RAKING WALL LINE
WHERE EB1 SIDE FACE IS EXPOSED,
PROVIDE 5-L12TM TO VERTICAL
EXTERNAL FACE
A
S201
__________
CJ
250 THK SLAB 2/SL92 MESH TOP.
2 LAYERS OF 0.2mm IMPERVEOUS
MEMBRANE ON 175 CLASS 4
CRUSHED ROCK
SC
250
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 by
GHD’s client (and any other person who
GHD has agreed can use this document)
for the purpose for which it was prepared
and must not be used by any other
person or for any other purpose. Scale
Drawn
Drafting
Approved
Date
Check
Designer
Design
Check
DO NOT SCALE Client
Project
Title
Original Size
A1 Drawing No: Rev:
This Drawing must not be
used for Construction unless
signed as Approved
Plot Date: Cad File No:

Level 8, 180 Lonsdale Street Melbourne VIC 3000 Australia
T 61 3 8687 8000 F 61 3 8687 8111
E melmail@ghd.com W http://www.ghd.com
Manager Director
(Project Director)
1 : 200
4/06/2014 4:58:04 PM C:\Users\jcdejesus\Documents\31-31154-Carbon Building_2_jcdejesus.rvt
COCKRAM CONSTRUCTIONS
CARBON REVOLUTION BUILDING
S100
B. SACAYANAN F. PINEDA
D. WEARNE*
T. BUTLER*
SLAB & FOOTING PLAN
31-31154
01.05.2014
B. PICTON*
JDJ DW* TB*
BS DW* TB*
STRUCTURAL CONCRETE WORKS
1
0 ISSUED FOR CONSTRUCTION 01.05.14
1 REVISED TO 250mm THICK SLAB SECTION AS CLOUDED 04.06.14
CONSTRUCTION
SCALE 1 : 200
SLAB & FOOTING PLAN 0
SCALE 1: AT ORIGINAL SIZE
2000 4000 6000 8000 10000mm
200
PAD FOOTING SCHEDULE
MARK DEPTH LENGTH WIDTH REINFORCEMENT
PF1 600 2800 2800 N20-200 BARS EW T&B. TOP OF FTG 250 BELOW SLAB
PF2 600 3200 3200 N20-200 BARS EW T&B. TOP OF FTG 250 BELOW SLAB
PF3 600 1500 1500 N20-200 BARS EW T&B. TOP OF FTG 250 BELOW SLAB
PF4 600 2900 2900 N20-200 BARS EW T&B. TOP OF FTG 250 BELOW SLAB
PF5 600 2200 2200 N20-200 BARS EW T&B. TOP OF FTG 250 BELOW SLAB
STRIP FOOTING SCHEDULE
MARK WIDTH DEPTH REINFORCEMENT
EB1 350 700 3-L12TM BOTTOM
SB1 350 700 3-L12TM BOTTOM
SF1 350 600 3-N16 T&B WITH R10 LIGS @ 450 CRS
ST1 800 250
NOTES
LEGEND
CJ DENOTES CONSTRUCTION JOINT
SJ DENOTES SAW CUT JOINT
1. REFER TO GENERAL STRUCTURAL NOTES ON DRAWINGS 31-31154-S002 TO S004
2. CONCRETE STRENTGTH FOR FOOTINGS AND SLABS TO BE = 32 (f’c = 32 MPa)
3. REFER TO TABLE ON DRAWING 31-31154-S003 FOR CONCRETE COVER TO REINFORCEMENT
4. REFER TO CIVIL DWGS FOR CONCRETE PATHS AND FLEXIBLE PAVEMENTS
5. REFER TO CIVIL DRAWINGS EXTERNAL SLAB LEVEL, GRADES, CONCRETE KERBS AND PITS
1 2 3 4 5 6
A B C D E
7
G
B
S310
__________
C
S310
__________
D
S311
__________
E
S311
__________
BR1
BR1
BR1
BR1
BR1
BR1
BR1
BR1
BR1
BR1
BR1
BR1
S1
S1
S1
S1
S2
S2
S2 S2 S2 S2
RB1
RB1
RB1
RB1
S2 S2 S2 S2 S2 S2
BR1
BR1
BR1
BR1
BR1
BR1
BR1
BR1
BR1
BR1
BR1
BR1
S1
S1
S1
S1
RB3
C2
(C4)
C2
C2
C2
C1
C1
C1
C1
C1
C1
(C4)
C1
C1
C1
C1
C1
C1
C2
C2
C2
C2
C2
(C4)
C3
C3
TR1 TR1 TR1
RB3
S4
S4
B3 B3 B3 B3 B3 B3 B2
B3 B3 B3 B3 B3 B3
B3
B3
B3
B3
B3
RB3
RB3
RB3
S3
RB2 S3
(BR1)
(BR1)
B1
B1
B1
B1
B1
RB3 RB3 RB3 RB3 RB3
(BR1)
RB1 RB1 RB1
RB1 RB1
RB1 RB1
RB1 RB1 RB1
RB1 RB1
RB1 RB1 RB1
RB1
RB1
SP
B2
(BR1) (BR1)
B3
?
F
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C9
C9
C9
M1
M1
SP SP SP SP SP SP
SP SP SP SP SP SP SP
1 2 3 4 5 6 7
P1
P3
P2 P2 P2 P1
P5
P5
P5
P5
P3
P3
P5
P5
P5
P5
P3 P3 P3 P3 P3
P2
P3 P3 P3 P3 P3 P3
P3 P3 P3 P3 P3 P3
P3
PROVIDE 50×3 FLAT STRAP TO
TOP OF PURLINS, TYPICAL
TO CANOPIES
5
S327
__________
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2 P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P3
7 8
RB2
BR2
BR2
RB2
RB2
RB2
RB2
RB2
BR2
BR2
S3 S3 S3 S3 S3
C6
C6
C6
C6
C6
C6
C2
C2
C2
C2
C2
C3
C3
TR2 TR3
TR2 TR3
S3
S2 S2 S2 S2 S2 S2
WH1 WH1
C5
S3
(C5)
WH1
B1
B1
B1
B1
B1
B1
C5
S3
S2
BR1
S2
BR1
BR1
A
S310
__________
C7 WH1
C7
B2
BR1
B2
7 8
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P1
P1
P1
P1
P3
P1
P3
P2 P3
P2
P2 P3 P1 P3
P3
P2 P2 P2 P1
P2
P2
P2
P2
P3
P2 P3
P1 P2
P1
P1
P1
P1
P3
P1 P3
P1
P4
P4
P3
P3
P3
P4
P4
P4
P4
P4
P4
P4
P4
P4
P4
P4
P4
P4
P4
P4
P4
P4
P4
REFER TO NOTE 5
FOR THIS SHEET
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 by
GHD’s client (and any other person who
GHD has agreed can use this document)
for the purpose for which it was prepared
and must not be used by any other
person or for any other purpose. Scale
Drawn
Drafting
Approved
Date
Check
Designer
Design
Check
DO NOT SCALE Client
Project
Title
Original Size
A1 Drawing No: Rev:
This Drawing must not be
used for Construction unless
signed as Approved
Plot Date: Cad File No:

Level 8, 180 Lonsdale Street Melbourne VIC 3000 Australia
T 61 3 8687 8000 F 61 3 8687 8111
E melmail@ghd.com W http://www.ghd.com
Manager Director
(Project Director)
1 : 200
9/04/2014 10:02:09 AM C:\Users\jcdejesus\Documents\31-31154-Carbon Building_2_jcdejesus.rvt
COCKRAM CONSTRUCTIONS
CARBON REVOLUTION BUILDING
S101
B. SACAYANAN F. PINEDA
D. WEARNE*
ROOF FRAMING PLANS
31-31154
B. PICTON*
BS DW* TB*
BS DW* TB*
BS DW* TB*
STRUCTURAL STEELWORK
C
A ISSUED FOR TENDER 01.04.14
B RE-ISSUED FOR TENDER 03.04.14
C RE-ISSUED FOR TENDER, CHANGES CLOUDED 08.04.14
TENDER
SCALE 1 : 200
UPPER ROOF FRAMING PLAN
SCALE 1 : 200
UPPER ROOF PURLIN PLAN
STEEL COLUMN SCHEDULE
SIZE MARK SIZE COMMENTS
C1 530UB82 FLYBRACE AT MIDHEIGHT GIRT
C2 310UB40.4 FLYBRACE AT MIDHEIGHT GIRT ON GRID 1
C3 250UB25.7
C4 200UC59.5
C5 100×4.0 SHS
C6 89×5.0SHS
C7 89×3.5 SHS
C9 250UB31.4 STUB COLUMN TO TOP OF C4 AT TRUSS
CONNECTION
M1 200 PFC ROLLER DOOR MULLION
M2 200C19 DOOR MULLION
SCALE 1 : 200
LOWER ROOF FRAMING PLAN
SCALE 1 : 200
LOWER ROOF PURLIN PLAN
STEEL FRAMING SCHEDULE
SIZE MARK SIZE COMMENTS
B1 200UB22.3
B2 200 PFC
B3 150 PFC
BR1 RB 25 SPEEDIBOLT BRACING. INSTALL TO
MANUFACTURERS DETAILS
BR2 RB 16 SPEEDIBOLT BRACING. INSTALL TO
MANUFACTURERS DETAILS
RB1 530UB82 PROVIDE HAUNCHES AT END & CENTRE AS
DETAILED. PRECAMBER 30mm
RB2 360UB50.7
RB3 250UB25.7
S1 168.3×6.4 CHS
S2 150×5.0 SHS
S3 250 PFC FSBW AT CRANKS AS DETAILED
S4 114.3×4.5 CHS
WH1 150x50x3 RHS
GIRT & PURLIN SCHEDULE
MARK SIZE COMMENTS
G1 200Z19 LAPPED @ 900 CTS, 1 ROW OF BRIDGING. PROVIDE
ANTI-SAG DEVICES TO LYSAGHT DETAILS
G2 200C19
G2 200C19 LAPPED @ 900 CTS, 1 ROW OF BRIDGING. PROVIDE
ANTI-SAG DEVICES TO LYSAGHT DETAILS
P1 200Z24 1200 CTS, 2 ROWS OF BRIDGING
P2 200Z19 1200 CTS, 2 ROWS OF BRIDGING
P3 200C19
P4 200Z19 @ 300 CTS, 2 ROWS OF BRIDGING. FUTURE PLANT
PLATFORM SUPPORT.
P5 200Z19 @ 900 CTS, 2 ROWS OF BRIDGING
0
SCALE 1: AT ORIGINAL SIZE
2000 4000 6000 8000 10000mm
200
TRUSS SCHEDULE
MARK COMMENTS
TR1 – TR3 REFER DWG 31-31154-S325 FOR ELEVATIONS AND DETAILS
NOTE:
1. (C**) DENOTES COLUMN UNDER.
2. (B**) DENOTES MEMBER UNDER OR BEYOND.
3. REFER TO DRAWING 31-31154-S002 TO 31-31154-S004 FOR GENERAL NOTES
4. PROVIDE ROOF EXPANSION JOINT OVER GRID D. UP-SLOPE PURLINS FROM GRID
D TO BE 15mm HIGHER. REFER TO ARCHITECTURAL DETAILS.
5. PROVIDE 19mm THICK F11 STRUCTURAL FLY FLOORING OVER P4 PURLINS TO
DESIGNATED PLANT AREA. PROVIDE PROPRIETARY HANDRAIL SYSTEM TO
ENCLOSE PLANT AREA TO AS1657. ACCESS STAIRS COMPLIANT WITH AS1657 TO
BE PROVIDED ON DESIGN AND CONSTRUCT BASIS. FLOOR AREA DESIGN FOR
5.0kPa IMPOSED LOAD AND 4.5kN POINT LOAD.
600
LOCALLY THICKEN SLAB OVER PF1
PROVIDE BLINDING CONCRETE UNDER PAD
FOOTING AS REQUIRED TO FOUND 300 MIN.
INTO NATURAL STIFF CLAY (200kPa MIN.
BEARING CAPACITY) OR 1200 MIN. BELOW
FINISHED SURFACE LEVEL (WHICH EVER IS
GREATER)
N20-200 T&B EW
ST1
EXTEND MEMBRANE BETWEEN TOP OF
FOOTING AND U/S SLAB, TYPICAL.
PF1
COORDINATE WITH ROOF DRAINAGE
SUB-CONTRACTOR FOR INSTALLATION
OF DOWN PIPE THROUGH PF1’S TO
SOUTHERN SIDE. PLACE DOWNPIPES
CENTRALLY THROUGH FOOTING, WITH
FLEXIBLE CONNECTION BEYOND
SLAB BLOCKOUT AROUND COLUMNS
STOP REINFORCEMENT 50mm SHORT
(SB1)
600
PF2
LOCALLY THICKEN SLAB OVER TOP OF PF2
PROVIDE BLINDING CONCRETE
UNDER PAD FOOTING AS REQUIRED
TO FOUND 300 MIN. INTO NATURAL
STIFF CLAY (200kPa MIN. BEARING
CAPACITY) OR 1200 MIN. BELOW
FINISHED SURFACE LEVEL (WHICH
EVER IS GREATER)
N20-200 T&B EW
EXTEND MEMBRANE BETWEEN TOP OF
FOOTING AND U/S SLAB, TYPICAL.
SLAB BLOCKOUT AROUND COLUMNS
STOP REINFORCEMENT 50mm SHORT
250
PROVIDE BLINDING CONCRETE UNDER
PAD FOOTING AS REQUIRED TO
FOUND 300 MIN. INTO NATURAL STIFF
CLAY (200kPa MIN. BEARING
CAPACITY) OR 1200 MIN. BELOW
FINISHED SURFACE LEVEL (WHICH
EVER IS GREATER)
PF3
LOCALLY THICKEN SLAB
OVER PF3
N20-200 T&B EW
ST1
EXTERNAL INTERNAL
REFER CIVIL DWGS
R20 x 450 LONG HOT DIP
GALVANISED DOWELS BARS @
600 CTRS. GREASE ONE END
EXTEND MEMBRANE BETWEEN
TOP OF FOOTING AND U/S SLAB,
TYPICAL.
3mm WIDE x25mm DEEP REBATE SEAL
WITH INDUSTRIAL GRADE
ELASTOMERIC SELANT . PAINT
CONCRETE FACE WITH BITUMEN
PRIOR TO SECOND POUR
SLAB BLOCKOUT AROUND
COLUMNS STOP REINFORCEMENT
50mm SHORT
N20-200 T&B EW
600
PROVIDE BLINDING CONCRETE UNDER PAD
FOOTING AS REQUIRED TO FOUND 300 MIN.
INTO NATURAL STIFF CLAY (200kPa MIN.
BEARING CAPACITY) OR 1200 MIN. BELOW
FINISHED SURFACE LEVEL (WHICH EVER IS
GREATER)
EXTEND MEMBRANE BETWEEN TOP OF
FOOTING AND U/S SLAB, TYPICAL.
ST1
(SF1)
LOCALLY THICKEN SLAB OVER TOP OF PF4
PF4
SLAB BLOCKOUT AROUND COLUMNS
STOP REINFORCEMENT 50mm SHORT
COORDINATE WITH ROOF DRAINAGE
SUB-CONTRACTOR FOR INSTALLATION
OF DOWN PIPE THROUGH PF4’S TO
SOUTHERN SIDE. PLACE DOWNPIPES
CENTRALLY THROUGH FOOTING, WITH
FLEXIBLE CONNECTION BEYOND
SF1 SF1
ST1
600
EXTEND SF1 REINFORCEMENT
INTO PAD FOOTINGS
PF#
600
PROVIDE BLINDING CONCRETE UNDER BEAM
AS REQUIRED TO FOUND 100 MIN. INTO
NATURAL STIFF CLAY (150kPa MIN. BEARING
CAPACITY)
R10-450 LIGS
3-N16-TOP
AND BOTTOM
EXTEND MEMBRANE BETWEEN TOP OF
FOOTING AND U/S SLAB, TYPICAL.
SF1
ST1
EXTERNAL INTERNAL
ST1
800
R20 x 450 LONG HOT DIP
GALVANISED DOWELS BARS @
600 CTRS. GREASE ONE END
250
PF5
(EB1)
SB1
PRODUCTION AREA OFFICES
N20-200 T&B EW
PROVIDE BLINDING CONCRETE UNDER
PAD FOOTING AS REQUIRED TO FOUND
300 MIN. INTO NATURAL STIFF CLAY
(200kPa MIN. BEARING CAPACITY) OR 1200
MIN. BELOW FINISHED SURFACE LEVEL
(WHICH EVER IS GREATER)
EXTEND MEMBRANE BETWEEN TOP
OF FOOTING AND U/S SLAB, TYPICAL.
LOCALLY THICKEN SLAB OVER TOP OF PF5
SLAB BLOCKOUT AROUND COLUMNS
STOP REINFORCEMENT 50mm SHORT
PRODUCTION AREA
OFFICES
PROVIDE BLINDING CONCRETE UNDER
EDGE BEAM AS REQUIRED TO FOUND 100
MIN. INTO NATURAL STIFF CLAY (150kPa
MIN. BEARING CAPACITY)
EB1
R20 x 450 LONG HOT DIP
GALVANISED DOWELS @ 600
CTRS. GREASE ONE END
700
3-L12TM
N12-1000 ‘Z’ BARS
10mm WIDE x 10mm DEEP REBATE SEAL WITH
INDUSTRIAL GRADE ELASTOMERIC
SEALANT PAINT CONCRETE FACE WITH
BITUMEN PRIOR TO SECOND POUR
PROVIDE BLINDING CONCRETE UNDER
EDGE BEAM AS REQUIRED TO FOUND 100
MIN. INTO NATURAL STIFF CLAY (150kPa
MIN. BEARING CAPACITY)
R20 x 450 LONG HOT
DIP GALVANISED
DOWELS @ 600 CTRS.
GREASE ONE END
N12-1000 ‘Z’ BARS
EB1 EB1
3-L12TM
10mm WIDE x 10mm DEEP REBATE SEAL
WITH INDUSTRIAL GRADE ELASTOMERIC
SEALANT PAINT CONCRETE FACE WITH
BITUMEN PRIOR TO SECOND POUR
EB1 EB1
3-N12 ‘Z’ BARS LAPPED WITH SLAB
MESH & EB1 TRENCH MESH. 300 COGS.
PF#
CUT CROSS BARS TO TRENCH
MESH AND EXTEND 600 MIN INTO
PAD FOOTING
PROVIDE BLINDING CONCRETE UNDER INTERNAL
BEAM AS REQUIRED TO FOUND 100 MIN. INTO
NATURAL STIFF CLAY (150kPa MIN. BEARING
CAPACITY)
3-L12TM
N12-1000 ‘Z’ BARS
ALTERNATE DIRECTION
SB1
ST1
2-N12 LONGITUDINAL BARS
N12-300 TIED TO UNDERSIDE
OF SLAB MESH, LAP 600
REFER TO CIVIL DWGS FOR
KERB TYPE/PROFILE AND
BACK OF KERB DRAINAGE
4
1
CONSTRUCTION JOINT,
ROUGHEN, CLEAN AND WET
JOINT PRIOR TO SUBSEQUENT
POUR
800
ST1
PAD FOOTING
PRECAST PANEL
THERMOMASS WALL
REFER ARCHITECTURAL
DWGS FOR DETAIL
10mm ABELEFLEX. PROVIDE 10 x 10
REBATE FOR SELANT. SEAL WITH
EXTERNAL GRADE ELASTOMERIC SELANT
SF1
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 by
GHD’s client (and any other person who
GHD has agreed can use this document)
for the purpose for which it was prepared
and must not be used by any other
person or for any other purpose. Scale
Drawn
Drafting
Approved
Date
Check
Designer
Design
Check
DO NOT SCALE Client
Project
Title
Original Size
A1 Drawing No: Rev:
This Drawing must not be
used for Construction unless
signed as Approved
Plot Date: Cad File No:

Level 8, 180 Lonsdale Street Melbourne VIC 3000 Australia
T 61 3 8687 8000 F 61 3 8687 8111
E melmail@ghd.com W http://www.ghd.com
Manager Director
(Project Director)
1 : 20
30/04/2014 6:40:08 PM C:\Users\BPicton\Documents\31-31154-Carbon Building_2_bpicton.rvt
COCKRAM CONSTRUCTIONS
CARBON REVOLUTION BUILDING
S200
B. SACAYANAN F. PINEDA
D. WEARNE*
T. BUTLER*
SECTIONS & DETAILS – SHEET 1
31-31154
01.05.2014
B. PICTON*
BS DW* TB*
STRUCTURAL CONCRETE WORKS
0
0 ISSUED FOR CONSTRUCTION 01.05.14
CONSTRUCTION
SCALE 1 : 20
PF1 TYPICAL SECTION
SCALE 1 : 20
PF2 TYPICAL SECTION
SCALE 1 : 20
PF3 TYPICAL SECTION
SCALE 1 : 20
PF4 TYPICAL SECTION
SCALE 1 : 20
TYPICAL PAD FOOTING / SF1 INTERSECTION DETAIL (ELEVATION)
SCALE 1 : 20
TYPICAL SF1 / ST1 DETAIL BETWEEN PRECAST PANELS
SCALE 1 : 20
PF5 TYPICAL SECTION
SCALE 1 : 20
TYPICAL EB1 / SLAB CONNECTION DETAIL
SCALE 1 : 20
TYPICAL EB1 / EB1 DETAIL
SCALE 1 : 20
TYPICAL PAD FOOTING / EB1 INTERSECTION DETAIL (ELEVATION)
SCALE 1 : 20
TYPICAL SB1 DETAIL
SCALE 1 : 20
TYPICAL EXTERNAL ST1 / KERB DETAIL
0
SCALE 1: AT ORIGINAL SIZE
200 400 600 800 1000mm
20
SCALE 1 : 20
TYPICAL ST1 / SB1 / PAD FOOTING DETAIL @ PRECAST WALL LOCATIONS
REFER TO DRAWING 31-31154-S328 FOR
HOLD DOWN BOLTS 10mm GROUTING
AND BASE PLATE DETAILS
NOTE:
SAWN JOINT 3mm WIDE x 40mm DEEP. CUT
TO BE MADE AS SOON AS SLAB IS
TRAFFICABLE. SEAL WITH INDUSTRIAL
GRADE ELASTOMERIC SEALANT
CUT AND REMOVE FABRIC
75mm EITHER SIDE OF JOINT
R20x450 LONG HOT DIP
GALVANISED BARS AT 600
CTS. LOCATED CENTRAlLY
150
50
FFL
REFER PLAN
300
REFER PLAN
STOP FABRIC 50mm
EACH SIDE OF
JOINT
R20 x 450 LONG DOWEL BARS @
600 CTS. GREASE ONE END
PAINT CONCRETE FACE WITH BITUMEN
PRIOR TO SECOND POUR
N12 TRIMMER BAR
TO PERIMETER 50 x 6 EA HOT DIPPED GALVANISED
CONTINUOUS WITH R10 x 300 LONG TAG
BARS AT 300 CTS
3-N12 ‘L’ BARS (BTM)
LAPPED WITH
LONGITUDINAL WIRES
TRENCH MESH
(BOTTOM)
300 MIN.
PLAN – TEE PLAN – CORNER
2-N12 ‘L’ BARS (BTM)
LAPPED WITH
LONGITUDINAL WIRES
300 MIN.
300 MIN.
300 MIN.
TRENCH MESH
(BOTTOM)
CJ / SC
CONCRETE INFILL
SURROUND TO COLUMN
SLAB EDGE
75 MINIMUM COVER TO STEEL WORKS
STOP MESH 50 SHORT
OF BLOCKOUT
CJ CJ.
CJ CJ
CONCRETE INFILL
SURROUND TO COLUMN
75 MIN COVER TO STEELWORK
STOP MESH 50 SHORT
OF BLOCKOUT
CORNER
CORNER
COVER TO STEELWORK
75 MIIN
STOP MESH 50 SHORT
OF BLOCKOUT
2-N12 RE-ENTRANT
BARS, 1500 LONG TIED
TO UNDERSIDE OF
TOP MESH AT 100
CTS tYP.)
SLAB EDGE
THERMOMASS PANEL
STOP FABRIC 50mm
EACH SIDE OF JOINT
R20 x 450 LONG DOWEL BARS @
600 CTS. GREASE ONE END
PAINT CONCRETE FACE WITH BITUMEN
PRIOR TO SECOND POUR
N12 TRIMMER BAR
TO PERIMETER
3mm WIDE x 25 DEEP REBATE SEAL WITH
INDUSTRIAL GRADE ELASTOMERIC SEALANT
STOP FABRIC 50mm
EACH SIDE OF
JOINT
N12 TRIMMER BAR
TO PERIMETER
R20 x 450 LONG DOWEL BARS @
600 CTS. GREASE ONE END
PAINT CONCRETE FACE WITH BITUMEN
PRIOR TO SECOND POUR
50 x 6 EA HOT DIPPED GALVANISED
CONTINUOUS WITH R10 x 300 LONG TAG
BARS AT 300 CTS
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 by
GHD’s client (and any other person who
GHD has agreed can use this document)
for the purpose for which it was prepared
and must not be used by any other
person or for any other purpose. Scale
Drawn
Drafting
Approved
Date
Check
Designer
Design
Check
DO NOT SCALE Client
Project
Title
Original Size
A1 Drawing No: Rev:
This Drawing must not be
used for Construction unless
signed as Approved
Plot Date: Cad File No:

Level 8, 180 Lonsdale Street Melbourne VIC 3000 Australia
T 61 3 8687 8000 F 61 3 8687 8111
E melmail@ghd.com W http://www.ghd.com
Manager Director
(Project Director)
1 : 10
4/06/2014 4:57:38 PM C:\Users\jcdejesus\Documents\31-31154-Carbon Building_2_jcdejesus.rvt
COCKRAM CONSTRUCTIONS
CARBON REVOLUTION BUILDING
S201
B. SACAYANAN F. PINEDA
D. WEARNE*
T. BUTLER*
SECTIONS & DETAILS – SHEET 2
31-31154
01.05.2014
B. PICTON*
JDJ DW* TB*
BS DW* TB*
STRUCTURAL CONCRETE WORKS
1
0 ISSUED FOR CONSTRUCTION 01.05.14
1 REVISED TO 250mm THICK SLAB SECTION AS CLOUDED 04.06.14
CONSTRUCTION
SCALE 1 : 10
TYPICAL SAWN JOINT DETAIL (SC)
SCALE 1 : 10
TYPICAL SETDOWN DETAIL
SCALE 1 : 10
TYPICAL INTERNAL CONSTRUCTION JOINT (CJ)
SCALE 1 : 10
TYPICAL FOOTING INTERSECTION
SCALE 1 : 10
SLAB BLOCKOUT AROUND PERIMETER COLUMNS
SCALE 1 : 10
SLAB BLOCKOUT AT INTERNAL COLUMNS
SCALE 1 : 10
SLAB BLOCKOUT AT CORNER COLUMNS
0
SCALE 1: AT ORIGINAL SIZE
100 200 300 400 500 mm
10
SCALE 1 : 10
TYPICAL RE-ENTRANT BAR AT THERMOMASS PANEL END
SCALE 1 : 10
TYPICAL EXTERNAL CONSTRUCTION JOINT (CJ)
SCALE
SECTION
1 : 10
S100
A
7 6 5 4 3 2 1
C3
C1
C1
C1
C1
C1
C1
(S2) (S2) (S2) (S2) (S2) (S2)
PF4 PF1 PF1 PF1 PF1
BR1
BR1
BR1
G1 BR1
G1
G1
G1
G1
G1
G1
G1
G1 G1
G1
G1
G1
G1
G1
G1
G1
G1
G1
G1
G1
G1
G1
G1
G1
G1
G1
G1
G1
G1
G1
G1
G1
G1
G1
G1
G1
G1
G1
G1
G1
G1
G1
G1
G1
G1
G1
G1
G1
G1
G1
G1
BR G1
1 B
R1
BR1
BR1
RB3
RB3
S4
S4
S3 S3
S3
S2
M1
M1
G2
BR1
BR1
BR1
BR1
G1
P3
RB2
S2
S2
G1 G1 G1 G1 G1 G1
B2
S3
PROVIDE STRAMIT 40mm TOP HAT
BATTENS (3 SPAN CONTINUOUS)
TO ALL METAL CLAD WALLS AT
1.5m MAX. CTS
M2
M2
A B C D E G
C1
C2
C2
C4
C2
C2
C1
RB1
G1
G1
G1
G1
G1
G1
G1
G1
G1
G1
G1
G1
G1
G1
G1
G1
G1
G1
G1
G1
G1
G1
G1
G1
G1
G1
G1
G1
G1
G1
G1
G1
G1
G1
G1
G1
G1
G1
G1
G1
G1
G1
G1
G1
G1
G1
G1
G1
G1
G2 G1 B3 G2
G1
G1
RB1 RB1 RB1
G1
G1
G1
G1
G1
G1
G1
G1
G1
P3
F
PF1 PF2 PF1
C9
RB1
1 2 3 4 5 6 7 8
C1
C1
C1
C1
C1
C1
C3
RB2
C6
(S2) (S2) (S2) (S2) (S2) (S2)
G1
G1
G1
G1
G1
G1
G1
G2
G1
G1
G1 G1
G1
G1
G2
G1
G1
G2
G2
G1
G1
BR1
BR1
BR1
BR1
G2 G2 G2 G2
BR1
BR1
BR1
BR1
WH1 WH1 WH1
M1
M1
C7
C7
S3 S3 S3 S3
S3
B3
S2
B3 B3 B3
S3
B3
BR1
BR1
B3
S3
B3
B3
B3
B3
B3
B3
S4
S4
S2
G2 G
1 P
1
P1
P1
P1
P1
P3
P3
P1
G1
P1
G1
G1
G1
G1
PROPRIETARY VERTICAL STEEL
STUD FRAMING INFILL DESIGNED
AND CERTIFIED BY SUPPLIER
WH1
PROVIDE STRAMIT 40mm TOP HAT
BATTENS (3 SPAN CONTINUOUS) TO ALL
METAL CLAD WALLS AT 1.5m MAX. CTS
PF1 PF1 PF1 PF1 PF1 PF1 PF4
G2
M2
M2
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 by
GHD’s client (and any other person who
GHD has agreed can use this document)
for the purpose for which it was prepared
and must not be used by any other
person or for any other purpose. Scale
Drawn
Drafting
Approved
Date
Check
Designer
Design
Check
DO NOT SCALE Client
Project
Title
Original Size
A1 Drawing No: Rev:
This Drawing must not be
used for Construction unless
signed as Approved
Plot Date: Cad File No:

Level 8, 180 Lonsdale Street Melbourne VIC 3000 Australia
T 61 3 8687 8000 F 61 3 8687 8111
E melmail@ghd.com W http://www.ghd.com
Manager Director
(Project Director)
1 : 100
9/04/2014 9:02:02 AM C:\Users\BPicton\Documents\31-31154-Carbon Building_2_bpicton.rvt
COCKRAM CONSTRUCTIONS
CARBON REVOLUTION BUILDING
S300
B. SACAYANAN F. PINEDA
D. WEARNE*
FRAMING ELEVATIONS – SHEET 1
31-31154
B. PICTON*
BS DW* TB*
BS DW* TB*
BS DW* TB*
STRUCTURAL STEELWORK
C
A ISSUED FOR TENDER 01.04.14
B RE-ISSUED FOR TENDER 03.04.14
C RE-ISSUED FOR TENDER, CHANGES CLOUDED 08.04.14
TENDER
SCALE 1 : 100
FRAMING ELEVATION – GRID A
SCALE 1 : 100
FRAMING ELEVATION – GRID 1
SCALE 1 : 100
FRAMING ELEVATION – GRID G
STEEL COLUMN SCHEDULE
SIZE MARK SIZE COMMENTS
C1 530UB82 FLYBRACE AT MIDHEIGHT GIRT
C2 310UB40.4 FLYBRACE AT MIDHEIGHT GIRT ON GRID 1
C3 250UB25.7
C4 200UC59.5
C5 100×4.0 SHS
C6 89×5.0SHS
C7 89×3.5 SHS
C9 250UB31.4 STUB COLUMN TO TOP OF C4 AT TRUSS
CONNECTION
M1 200 PFC ROLLER DOOR MULLION
M2 200C19 DOOR MULLION
STEEL FRAMING SCHEDULE
SIZE MARK SIZE COMMENTS
B1 200UB22.3
B2 200 PFC
B3 150 PFC
BR1 RB 25 SPEEDIBOLT BRACING. INSTALL TO
MANUFACTURERS DETAILS
BR2 RB 16 SPEEDIBOLT BRACING. INSTALL TO
MANUFACTURERS DETAILS
RB1 530UB82 PROVIDE HAUNCHES AT END & CENTRE AS
DETAILED. PRECAMBER 30mm
RB2 360UB50.7
RB3 250UB25.7
S1 168.3×6.4 CHS
S2 150×5.0 SHS
S3 250 PFC FSBW AT CRANKS AS DETAILED
S4 114.3×4.5 CHS
WH1 150x50x3 RHS
GIRT & PURLIN SCHEDULE
MARK SIZE COMMENTS
G1 200Z19 LAPPED @ 900 CTS, 1 ROW OF BRIDGING. PROVIDE
ANTI-SAG DEVICES TO LYSAGHT DETAILS
G2 200C19
G2 200C19 LAPPED @ 900 CTS, 1 ROW OF BRIDGING. PROVIDE
ANTI-SAG DEVICES TO LYSAGHT DETAILS
P1 200Z24 1200 CTS, 2 ROWS OF BRIDGING
P2 200Z19 1200 CTS, 2 ROWS OF BRIDGING
P3 200C19
P4 200Z19 @ 300 CTS, 2 ROWS OF BRIDGING. FUTURE PLANT
PLATFORM SUPPORT.
P5 200Z19 @ 900 CTS, 2 ROWS OF BRIDGING
0
SCALE 1: AT ORIGINAL SIZE
1000 2000 3000 4000 5000mm
100
NOTE:
1. (C**) DENOTES COLUMN UNDER.
2. (B**) DENOTES MEMBER UNDER OR BEYOND.
3. REFER TO DRAWING 31-31154-S002 TO 31-31154-S004 FOR GENERAL NOTES
4. PROVIDE ROOF EXPANSION JOINT OVER GRID D. UP-SLOPE PURLINS FROM GRID
D TO BE 15mm HIGHER. REFER TO ARCHITECTURAL DETAILS.
(TOP HAT BATTENS DELETED)
G E D C B A
C3
C2
C2
RB2
RB2
C2
C2
RB2
C2 R
B2
C3
RB2
RB2
RB3
2
S321
P3
S3
S2
BR2 S2 S2 S2
RB3 RB3 RB3 RB3
BR1
BR1
RB3
P1
P3
P3
G1
G1
G1
G1
G1
G1
G1
B3
B1
B1
B1
B1
B1
B1
B2
BR1
BR1
BR1
BR1
BR1
BR1
G1
BR2 S2 BR2
P4
BR2
S2
P4 P4 P4 P4
5
S327
F
G E D C B
(C6)
(C6)
(C6)
(C6)
(C6)
(C6)
(C6)
(C6)
(C6)
(C6)
(C6)
(S3) (S3) (S3) (S3) (S3)
C5
(BR2) (BR2)
(RB2)
(RB2)
(RB2)
(BR2)
C5
WH1
C5
C5
(WH1)
B2
F
FOR FASCIA TRUSS
DETAILS REFER TO
DRAWINGS 31-31154-S325
(RB2)
(RB2)
(RB2)
(BR2)
G E D C B A
4
S321
3
S321
G1
G1
G1
G1
G1 G1
G1
G1
G1
G1
G1
G1
G1
G1 G1
G1
G1
G1
G1
G1
G1
G1
S3
S3
C6 C6
B1
B1
B1
B1
B1
B1
RB2
RB2
RB2
RB2
RB2
RB2
B2
B2
B2
B2
B2
B2
BR2 BR2
G2 G2 G2 G2 G2 G2
S3
G1 G1 G1 G1 G1
G1
B3
G1
G1
G1
G1
G1
G1
WH1
P3
RB2 BR2
F
PROVIDE STRAMIT 40mm TOP
HAT BATTENS (3 SPAN
CONTINUOUS) TO ALL METAL
CLAD WALLS AT 1.5m MAX. CTS
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 by
GHD’s client (and any other person who
GHD has agreed can use this document)
for the purpose for which it was prepared
and must not be used by any other
person or for any other purpose. Scale
Drawn
Drafting
Approved
Date
Check
Designer
Design
Check
DO NOT SCALE Client
Project
Title
Original Size
A1 Drawing No: Rev:
This Drawing must not be
used for Construction unless
signed as Approved
Plot Date: Cad File No:

Level 8, 180 Lonsdale Street Melbourne VIC 3000 Australia
T 61 3 8687 8000 F 61 3 8687 8111
E melmail@ghd.com W http://www.ghd.com
Manager Director
(Project Director)
1 : 100
9/04/2014 9:02:03 AM C:\Users\BPicton\Documents\31-31154-Carbon Building_2_bpicton.rvt
COCKRAM CONSTRUCTIONS
CARBON REVOLUTION BUILDING
S301
B. SACAYANAN F. PINEDA
D. WEARNE*
FRAMING ELEVATIONS – SHEET 2
31-31154
B. PICTON*
BS DW* TB*
BS DW* TB*
BS DW* TB*
STRUCTURAL STEELWORK
C
A ISSUED FOR TENDER 01.04.14
B RE-ISSUED FOR TENDER 03.04.14
C RE-ISSUED FOR TENDER, CHANGES CLOUDED 08.04.14
TENDER
SCALE 1 : 100
FRAMING ELEVATION – GRID 7
SCALE 1 : 100
FRAMING ELEVATION – GRID 8
SCALE 1 : 100
FRAMING ELEVATION – GRID 7 (OFFSET FOR RAKING WALL)
STEEL COLUMN SCHEDULE
SIZE MARK SIZE COMMENTS
C1 530UB82 FLYBRACE AT MIDHEIGHT GIRT
C2 310UB40.4 FLYBRACE AT MIDHEIGHT GIRT ON GRID 1
C3 250UB25.7
C4 200UC59.5
C5 100×4.0 SHS
C6 89×5.0SHS
C7 89×3.5 SHS
C9 250UB31.4 STUB COLUMN TO TOP OF C4 AT TRUSS
CONNECTION
M1 200 PFC ROLLER DOOR MULLION
M2 200C19 DOOR MULLION
STEEL FRAMING SCHEDULE
SIZE MARK SIZE COMMENTS
B1 200UB22.3
B2 200 PFC
B3 150 PFC
BR1 RB 25 SPEEDIBOLT BRACING. INSTALL TO
MANUFACTURERS DETAILS
BR2 RB 16 SPEEDIBOLT BRACING. INSTALL TO
MANUFACTURERS DETAILS
RB1 530UB82 PROVIDE HAUNCHES AT END & CENTRE AS
DETAILED. PRECAMBER 30mm
RB2 360UB50.7
RB3 250UB25.7
S1 168.3×6.4 CHS
S2 150×5.0 SHS
S3 250 PFC FSBW AT CRANKS AS DETAILED
S4 114.3×4.5 CHS
WH1 150x50x3 RHS
GIRT & PURLIN SCHEDULE
MARK SIZE COMMENTS
G1 200Z19 LAPPED @ 900 CTS, 1 ROW OF BRIDGING. PROVIDE
ANTI-SAG DEVICES TO LYSAGHT DETAILS
G2 200C19
G2 200C19 LAPPED @ 900 CTS, 1 ROW OF BRIDGING. PROVIDE
ANTI-SAG DEVICES TO LYSAGHT DETAILS
P1 200Z24 1200 CTS, 2 ROWS OF BRIDGING
P2 200Z19 1200 CTS, 2 ROWS OF BRIDGING
P3 200C19
P4 200Z19 @ 300 CTS, 2 ROWS OF BRIDGING. FUTURE PLANT
PLATFORM SUPPORT.
P5 200Z19 @ 900 CTS, 2 ROWS OF BRIDGING
0
SCALE 1: AT ORIGINAL SIZE
1000 2000 3000 4000 5000mm
100
NOTE:
1. (C**) DENOTES COLUMN UNDER.
2. (B**) DENOTES MEMBER UNDER OR BEYOND.
3. REFER TO DRAWING 31-31154-S002 TO 31-31154-S004 FOR GENERAL NOTES
4. PROVIDE ROOF EXPANSION JOINT OVER GRID D. UP-SLOPE PURLINS FROM GRID D
TO BE 15mm HIGHER. REFER TO ARCHITECTURAL DETAILS.
G E D C B A
G1
G1
G1
P3
S2

P2
P3
G1
G1
G1
G1
G1
G1
G1

BR1 S1BR1 RB1 BR1 BR1 RB1
S1
BR1 BR1 BR1 BR1 BR1 BR1
BR1
S3
BR1 BR1 S2 BR1 BR1
RB3
S4
BR1
G1
1
S320
TR1
S1
S1
F
fb
fb
fb
fb
fb
fb
fb
fb
fb fb
G E D C B A
C1
C1
PF1 PF1
RB1 RB1 RB1
P2
P3
G1
G1
G1
G1
G1
G1
G1
G1
G1
G1
G1
2S G1
G2
TR1
F
fb
fb
fb
fb
fb
fb
fb
fb
fb
fb
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 by
GHD’s client (and any other person who
GHD has agreed can use this document)
for the purpose for which it was prepared
and must not be used by any other
person or for any other purpose. Scale
Drawn
Drafting
Approved
Date
Check
Designer
Design
Check
DO NOT SCALE Client
Project
Title
Original Size
A1 Drawing No: Rev:
This Drawing must not be
used for Construction unless
signed as Approved
Plot Date: Cad File No:

Level 8, 180 Lonsdale Street Melbourne VIC 3000 Australia
T 61 3 8687 8000 F 61 3 8687 8111
E melmail@ghd.com W http://www.ghd.com
Manager Director
(Project Director)
1 : 100
9/04/2014 12:13:56 PM C:\Users\BPicton\Documents\31-31154-Carbon Building_2_bpicton(Recovery).rvt
COCKRAM CONSTRUCTIONS
CARBON REVOLUTION BUILDING
S311
B. SACAYANAN F. PINEDA
D. WEARNE*
FRAMING SECTIONS – SHEET 2
31-31154
B. PICTON*
BS DW* TB*
BS DW* TB*
BS DW* TB*
STRUCTURAL STEELWORK
C
A ISSUED FOR TENDER 01.04.14
B RE-ISSUED FOR TENDER 03.04.14
C RE-ISSUED FOR TENDER, CHANGES CLOUDED 08.04.14
TENDER
SCALE
SECTION
1 : 100
S101
E
SCALE
SECTION
1 : 100
S101
D
STEEL COLUMN SCHEDULE
SIZE MARK SIZE COMMENTS
C1 530UB82 FLYBRACE AT MIDHEIGHT GIRT
C2 310UB40.4 FLYBRACE AT MIDHEIGHT GIRT ON GRID 1
C3 250UB25.7
C4 200UC59.5
C5 100×4.0 SHS
C6 89×5.0SHS
C7 89×3.5 SHS
C9 250UB31.4 STUB COLUMN TO TOP OF C4 AT TRUSS
CONNECTION
M1 200 PFC ROLLER DOOR MULLION
M2 200C19 DOOR MULLION
STEEL FRAMING SCHEDULE
SIZE MARK SIZE COMMENTS
B1 200UB22.3
B2 200 PFC
B3 150 PFC
BR1 RB 25 SPEEDIBOLT BRACING. INSTALL TO
MANUFACTURERS DETAILS
BR2 RB 16 SPEEDIBOLT BRACING. INSTALL TO
MANUFACTURERS DETAILS
RB1 530UB82 PROVIDE HAUNCHES AT END & CENTRE AS
DETAILED. PRECAMBER 30mm
RB2 360UB50.7
RB3 250UB25.7
S1 168.3×6.4 CHS
S2 150×5.0 SHS
S3 250 PFC FSBW AT CRANKS AS DETAILED
S4 114.3×4.5 CHS
WH1 150x50x3 RHS
GIRT & PURLIN SCHEDULE
MARK SIZE COMMENTS
G1 200Z19 LAPPED @ 900 CTS, 1 ROW OF BRIDGING. PROVIDE
ANTI-SAG DEVICES TO LYSAGHT DETAILS
G2 200C19
G2 200C19 LAPPED @ 900 CTS, 1 ROW OF BRIDGING. PROVIDE
ANTI-SAG DEVICES TO LYSAGHT DETAILS
P1 200Z24 1200 CTS, 2 ROWS OF BRIDGING
P2 200Z19 1200 CTS, 2 ROWS OF BRIDGING
P3 200C19
P4 200Z19 @ 300 CTS, 2 ROWS OF BRIDGING. FUTURE PLANT
PLATFORM SUPPORT.
P5 200Z19 @ 900 CTS, 2 ROWS OF BRIDGING
0
SCALE 1: AT ORIGINAL SIZE
1000 2000 3000 4000 5000mm
100
NOTE:
1. (C**) DENOTES COLUMN UNDER.
2. (B**) DENOTES MEMBER UNDER OR BEYOND.
3. REFER TO DRAWING 31-31154-S002 TO 31-31154-S004 FOR GENERAL NOTES
4. PROVIDE ROOF EXPANSION JOINT OVER GRID D. UP-SLOPE PURLINS FROM GRID D
TO BE 15mm HIGHER. REFER TO ARCHITECTURAL DETAILS.
Appendix C
Bill of Quantities
Project: Construction of Carbon Revolution Building 2
No. Description Unit Qty Unit Rate Total
A FOUNDATION
A.1 Blinding concrete under pad footings (assumed
H=600 mm)
m3
A.2 Concrete pad footings, with 150kg/m3 steel
bar reinforcement
m3
A.3 Blinding concrete under beams (assumed
H=400 mm)
m3
A.4 Concrete beams, with 100kg/m3 steel bar
reinforcement, and 8m2/m3 formwork
m3
B SLAB
B.1 Compacted crush rock under slabs m3
B.2 Impervious membrane 0.2 mm 2 layer on crush
rock
m2
B.3 Concrete slabs with 100kg/m3 steel bar
reinforcement
m3
B.4 Impervious membrane 0.2 mm 1 layer on sand
bed
m2
B.5 Concrete slabs with 75kg/m3 steel bar
reinforcement
m3
C STEEL STRUCTURE
C.1 Steel columns, with 5% allowance for fitting
and connection
kg
C.2 Concrete infill surround to column, with
8m2/m3 formwork
m3
C.3 Steel framing, with 5% allowance for fitting
and connection
kg
C.4 Steel truss, with 5% allowance for fitting and
connection
kg
C.5 Steel girt, with 5% allowance for fitting and
connection
kg
C.6 Steel purlin, with 5% allowance for fitting and
connection
kg
D MISCELLANEOUS
D.1 Others, allowance 15% of total price Ls 1.00
SUB TOTAL
G.S.T
T O T A L

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