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OPERATIONS AND MAINTENANCE MANUALS
Regional Lagoons Manuals > ST52 ForestHill STP > Sheds
Builder
Thomas Coffey
Compiled
Feb 03, 2015
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Table of Contents Regional Lagoons Manuals 1
ST52 Forest Hill STP 2 Electrical 3 Introduction 4 Assets 5 Maintenance 6 Operations & Tech Data 7 Warranties 8 Commissioning Information 9 Help &Contact 10 As Built Drawings 11 Hydraulic 12 Introduction 13 Assets 14 Maintenance 15 Operations & Tech Data 16 Warranties 17 Certificates 18 Commissioning Information 19 Help & Contact 20 As Built Drawings 21 Formwork/Reinforcement and Concrete (T&C) 22 Certificates 23 Chemical dosing equipment 24 Introduction 25 Maintenance 26 Operations & Tech Data 27 Warranties 28 Certificates 29 Spares 30 Help & Contact 31 As Built Drawings 32 Documents 33 Sheds 34 Introduction 35 Maintenance 36 Operations & Tech Data 37 Warranties 38 Certificates 39 Help & Contact 40 As Built Drawings 41 Thomas Coffey Finalisation documents 42 Introduction 43 Warranties 44 Commissioning Information 45 Help & Contact 46 As Built Drawings 47 Attachment Index 48
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1.
2.
Introduction
Introduction This manual has been prepared by Ausfab for the purpose of Operation and maintenance of the Forest Hillportion of work of the Regional Lagoons Project. The work has been completed as per the Contract andConstruction Drawings Supplied by Thomas Coffey. Please find complete as-built Drawings in the Drawing Section of this manual. The Following is a brief description of the scope of work.
Design and construction of the MF building Design and construction of the CO2 dosing building
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Maintenance
Colorbond Maintenance
6 - Monthly
Simple maintenance of COLORBOND® steel and ZINCALUME® steel by regular washing with water, will
not only enhance its life but maintain its attractiveness for longer periods thus protecting your asset.
Applications where the paint finish is automatically washed by rainwater do not usually require this
maintenance, e.g. roof cladding. Examples of applications requiring maintenance cleaning include wall
cladding under eaves, garage doors and the underside of eave gutters.
Areas not regularly washed by rainwater should be hosed down at least every six months and more
frequently in coastal areas where marine salt spray is prevalent, and in areas where high levels of
industrial fallout occur.
In cases where the regular maintenance referred to above does not remove all dirt which may have
adhered to the surface of the paint, the following procedure should be carried out:
Wash the surface with a mild solution of pure soap or mild non-abrasive kitchen detergent in warm water.
Application should be with a sponge, soft cloth or soft bristle nylon brush, and should be gentle to prevent
shiny spots.
The COLORBOND® steel and ZINCALUME® steel should be thoroughly rinsed with clean water
immediately after cleaning to remove traces of detergent.
Never use abrasive or solvent type cleaners (turps, petrol,kerosene, paint thinners) on COLORBOND®
steel and ZINCALUME® steel.
If cared for in accordance with these instructions, your building components made from COLORBOND®
prepainted steel and ZINCALUME® steel will give many years of low maintenance life.
Leaf Beater Rain Water Head
1 - Monthly
The Clean Shield™ screen is mostly self cleaning. If cleaning is required simply lift the Clean Shield™
screen out by taking hold of
the quick release tabs and pull the Clean Shield™ screen upwards and outwards, then hose or brush off.
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Operations & Tech Data
Colorbond steel Tech Data Linked Documents
ColorbondSteelDatasheetRev13Dec2013.pdf Leafbeater tech data Linked Documents
Leaf_Beater_Original_Spec and Maintenance_Sheet.pdf
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Product Specifications
1800 06 77 44www.rainharvesting.com.au
Products: Leaf Beater® Original with Clean ShieldTM
Product Description
Keeps your Rain Harvesting system free of mosquitoes, vermin and debris.
The Leaf Beater® Original + Clean ShieldTM is the practical and versatile Rain Head, featuring the new patented Clean ShieldTM (single screen) technology. The Leaf Beater® Original + Clean ShieldTM Rain Head prevents debris from entering the Rain Harvesting system, improves water quality and reduces tank maintenance. The single screen incorporates Clean ShieldTM technology which deflects leaves and debris away from the flow of water. This minimises maintenance and enhances catchment efficiency.
Features and Benefits
Compliance
• Queensland Development Code MP 4.2 – Water Saving Targets
• enHealth Council – Guidance on the Use of Rainwater Tanks – Preventing Mosquitoes Breeding• AS/NZS 3500.3:2003 Plumbing and Drainage
– Stormwater Drainage
• HB230:2008 Rainwater Tank Design and Installation Handbook
• Queensland Health Regulations 1996 (Part 8 – Mosquito Prevention)
Code: RHLB01 – 90mm RHLB02 – 100mm
The Original Compact Rain Head - nowwith Enhanced Performance
• Upgraded with new debris shedding single screen technology (Clean ShieldTM)
• Compact design suits smaller spaces
• Enhanced catchment efficiency – collect more rainwater
• Minimal maintenance – screen automatically sheds debris
• A single mosquito proof stainless steel mesh screen with 0.955mm aperture
• Available in 90mm or 100mm outlet
• Higher flow rate performance
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Maintenance
Product Specifications
1800 06 77 44www.rainharvesting.com.au
InstallationGutter Installation Mid-Mount Installation
DISCLAIMER This product specification is not a complete guide to product usage. Further information is available from Rain Harvesting Pty Ltd and from the Installation andOperating Instructions . This specification sheet must be read in conjunction with the Installation and Operating Instructions and all applicable statutory requirement. Productspecifications may change without notice. © Rain Harvesting Pty LtdPO
237
ALL DIMENSIONS IN MM UNLESS OTHERWISE STATED
1. Remove the existing Gutter Outlet from the roof guttering system.2. Hold the new Gutter Outlet #3 against the fascia and the bottom of the gutter where the new outlet hole is to be, then using the gutter outlet as a template, draw around the inside of the outlet to mark the underside of the gutter for the new hole and cut out with tin snips.3. Refit the Gutter Outlet #3 to the main body #1 and place a small amount of sealant in the sealant groove in #3.4. Remove the Clean Shield™ screen #2 whilst fitting the Leaf Beater® Original. Simply lift the Clean Shield™ screen out (figure 4) by taking hold of the quick release tabs (red) and pull them outwards and upwards.5. Slide the Leaf Beater® Original up against the fascia and position the Outlet #3 over the gutter outlet hole. Fasten the unit to the fascia with two rivets or screws through the back of the body 1# and into the fascia.6. Insert the Clean Shield™ screen #2 into the rain head at approx 45 degrees (figure 1) until the front rubber channel is nearly over the front lip of the body. TIP : Wetting the rubber seal will help the screen slide into place. 7. Fix the front of the Clean Shield™ screen #2 into place (figure 2) by sliding the rubber channel (red) over the front lip (green) of the body.8. Reaching towards the back of the screen push down on the plastic frame (figure 3) so that the rear edge (red) is below the lowest notch (green) and firmly against the back wall of the Leaf Beater® Original.9. The Leaf Beater® Original is now ready for connection to the downpipe. Do NOT glue the Leaf Beater® Original to the downpipe. SECURE with a screw for easy replacement.
To improve access for cleaning the Leaf Beater® Original Rain Head can be mounted down the wall at a convenient height.
It is important to note that when mid-mounting, the flow directional benefits of the rectangular gutter outlet supplied with the Leaf Beater® Original will be lost. However this is to be balanced with the benefits gained from easier access for maintenance.
For mid-mounting, discard the top flow-directional gutter outlet. Cut the entry downpipe and install so that the downpipe sits approximately 5mm below the inside top edge of the Leaf Beater® Original body. This ensures the end of the pipe is within the Leaf Beater® Original and water is directed onto the face of the screen.
The Clean Shield™ screen is mostly self cleaning. If cleaning is required simply lift the Clean Shield™ screen out by taking hold of the quick release tabs and pull the Clean Shield™ screen upwards and outwards, then hose or brush off.
NOTE: Where gutters are stretched out or out of squareit may be necessary to rivet the Outlet #4 to the gutter.Take care to ensure the Outlet #4 is sealed to the gutterin all situations.
Recommondation: When mounting the Leaf Beater® Original, make sure that it is mounted minimum of 1.2m above the discharge point when pushing water underground and then up into a tank. Long runs may require more than a 1.2m head depending on the pipe length and size of the pipe and the volume required to be moved.
figure 1
figure 2
figure 3
figure 4
#3
#2
#1
211.1
FRONT VIEW
96.50
183
TOP VIEW
13
280 - RHLB01 (90mm)303 - RHLB02 (100mm)
35 - RHLB01 (90mm)56 - RHLB02 (100mm)
SIDE VIEW
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Warranties
Colorbond Warranty Linked Documents
bslwarranty-RFG-CB-130718-6137 - Forest Hill.pdf AusFab Workmanship Warranty Ausfab warrant their works from the date of practical completion for 12 months as per the terms and conditions oftheir contract with Thomas & Coffey. Thomas & Coffey will warrant the works until the end of the defect liability period.
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Certificates
Forest Hill MF and dosing Building slab design Form 15 Linked Documents
12687 Forest Hill STP-FORM 15.pdf Galvanizer Certificates Linked Documents
Galvanizer Certificates.pdf Forest Hill MF Building Form 16 Linked Documents
Forest Hill MF Building- Form 16.pdf Forest Hill pH Building Form 16 Linked Documents
Forest Hill PH Building- Form 16.pdf MF and Dosing Shed Structure Design Form 15 Linked Documents
Shed Design- Form 15.pdf
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LOCAL GOVERNMENT USE ONLY
Date received Reference Number/s Approved form 15 Version 2 02/08
NOTE This is to be used for the purposes of section 10 of the Building Act 1975 and/or section 46 of the Building Regulation 2006.
1. Property description This section need only be completed if details of street address and property description are applicable. EG. In the case of (standard/generic) pool design/shell manufacture and/or patio and carport systems this section may not be applicable. The description must identify all land the subject of the application.
Street address (include no., street, suburb / locality & postcode) Forest Hill Sewage Treatment Plant Greyfriars Road, Forest Hill, Qld Postcode 4342
Lot & plan details (attach list if necessary)
In which local government area is the land situated?
2. Description of component/s certified Clearly describe the extent of work covered by this certificate, e.g. all structural aspects of the steel roof beams.
Structural design of MF building & pH Dosing building slab on ground
3. Basis of certification Detail the basis for giving the certificate and the extent to which tests, specifications, rules, standards, codes of practice and other publications, were relied upon.
AS 1170.1; AS 1170.2; AS 1170.4; AS 2870; AS 3600; AS 3700; AS 4100
4. Reference documentation Clearly identify any relevant documentation, e.g. numbered structural engineering plans.
Structural Drawings by ‘Henry & Hymas Consulting’ Job No. 12687-S2.00 Geotechnical Report by ‘Douglas Partners’ Project No. 79887.00 Document 2
5. Building certifier reference number
Building certifier reference number
6. Competent person details A competent person for building work, means a person who is assessed by the building certifier for the work as competent to practise in an aspect of the building and specification design, of the building work because of the individual’s skill, experience and qualifications in the aspect. The competent person must also be registered or licensed under a law applying in the State to practice the aspect.
If no relevant law requires the individual to be licensed or registered to be able to give the help, the certifier must assess the individual as having appropriate experience, qualifications or skills to be able to give the help.
If the chief executive issues any guidelines for assessing a competent person, the building certifier must use the guidelines when assessing the person.
Name (in full) John Murazak
Company name (if applicable) Contact person H&H Consulting Engineers Pty Ltd John Murazak
Phone no. business hours Mobile no. Fax no. 07 3262 7440 0421 493118 07 3262 1168
Email address jmurazak@hhconsult.com.au
Postal address 8 Immarna Street Albion, QLD Postcode 4010
Licence or registration number (if applicable) RPEQ 10156
7. Signature of competent person This certificate must be signed by the individual assessed by the building certifier as competent.
Signature Date
20-11-2012
Compliance Certificate for building Design or Specification 15
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LOCAL GOVERNMENT USE ONLY
Date received Reference Number/s Approved form 15 Version 2 11/11
NOTE This is to be used for the purposes of section 10 of the Building Act 1975 and/or section 46 of the Building Regulation 2006. RESTRICTION: A building certifier (class B) can only give a compliance certificate about whether building work complies with the BCA or a provision of the QDC. A building certifier (Class B) can not give a certificate regarding QDC boundary clearance and site cover provisions.
1. Property description This section need only be completed if details of street address and property description are applicable.
EG. In the case of (standard/generic) pool design/shell manufacture and/or patio and carport systems this section may not be applicable.
The description must identify all land the subject of the application.
The lot & plan details (eg. SP / RP) are shown on title documents or a rates notice.
If the plan is not registered by title, provide previous lot and plan details.
Street address (include no., street, suburb / locality & postcode)
Wind Region B, TC 2 & 3
Postcode
Lot & plan details (attach list if necessary)
In which local government area is the land situated?
2. Description of component/s certified Clearly describe the extent of work covered by this certificate, e.g. all structural aspects of the steel roof beams.
Roof & Wall Framing, Wind Bracing, Tie-Down & Connections
3. Basis of certification Detail the basis for giving the certificate and the extent to which tests, specifications, rules,
standards, codes of practice and other publications, were relied upon.
AS 1170.1, AS 1170.2, AS 4100, AS 4600
Structural Importance Level 3
Compliance Certificate for building Design or Specification 15
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Form 15 continued
4. Reference documentation Clearly identify any relevant documentation, e.g. numbered structural engineering plans.
Drawing Nos: WK12-0541 / 1C, 2B
by Osborn Lane Consulting Engineers
5. Building certifier reference number
Building certifier reference number
6. Competent person details A competent person for building work, means a person who is assessed by the building certifier for the work as competent to practise in an aspect of the building and specification design, of the building work because of the individual’s skill, experience and qualifications in the aspect. The competent person must also be registered or licensed under a law applying in the State to practice the aspect.
If no relevant law requires the individual to be licensed or registered to be able to give the help, the certifier must assess the individual as having appropriate experience, qualifications or skills to be able to give the help.
If the chief executive issues any guidelines for assessing a competent person, the building certifier must use the guidelines when assessing the person.
Name (in full)
Robert K Lane
Company name (if applicable) Contact person
Osborn Lane Consulting Engineers Robert Lane
Phone no. business hours Mobile no. Fax no.
07 4660 3300 0417 644 039 07 4660 3310
Email address
warwick@osbornlane.com
Postal address
PO Box 495
Warwick Qld Postcode 4370
Licence or registration number (if applicable)
RPEQ 4084
7. Signature of competent person This certificate must be signed by the individual assessed by the building certifier as competent.
Signature Date
07th January 2013
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Help & Contact
Ausfab Constructions
Trade or Product: Shed Design and Construction
Contact & Address Details: Steve Bartlett | Procurement/ Project supervisor Postal: PO Box 3558, Tingalpa QLD 4173 Production & Delivery: 40 Kenilworth Street, Warwick QLD 4370 P: 1300 995 970 |F: 1300 998 983 | 0437 930 343 | E: steve@ausfabconstructions.com.au
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As Built Drawings
MF/ pH Shed Framing Plan
Site: (ST052) Forest Hill Linked Documents
WK12-0541 1D.pdf MF Shed Shop Drawing As-builts
Site: (ST052) Forest Hill Linked Documents
Forest Hill MF Building As-built.pdf Forest Hill MF and pH Building Slab Design Linked Documents
12687-S2- Forest Hill MF and pH slab.pdf
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FKMF HB1
FKMF B3A
FKMF C1A
FKMF M2B
FKMF M1
FKMF C2A
FKMF B3E
FKMF M1
PFB
PFB FKMF C1C
FKMF C1D
FKMF C1F
FKMF C2C
FKMF C2D
FKMF B3D
FKMF C2J
FKMF B3B
FKMF C2E
FKMF B3E
FKMF HB2
FKMF M2A
FKMF C1B
FKMF C1E
FKMF B3C
FKMF C2G
SEE NOTE BELOW ON QTY REQ
01 INITIAL ISSUE 21/12/2012 SDB02 REMOVE DUPLICATE MARK NO. 15/02/2013 SDB03 AS BUILT DRGS 28/06/2013 SDB
REV. AMMENDMENT DATE AMMENDED BYREVISIONS
Part No DESCRIPTION QTYFKMF C1A COLUMN FKMF C1A 1FKMF C1B COLUMN FKMF C1B 1 FKMF C1C COLUMN FKMF C1C 1FKMF C1D COLUMN FKMF C1D 1FKMF C1E COLUMN FKMF C1E 1FKMF C1F COLUMN FKMF C1F 1FKMF C2A COLUMN FKMF C2A 1FKMF C2C COLUMN FKMF C2C 1FKMF C2D COLUMN FKMF C2D 1FKMF C2E COLUMN FKMF C2E 1FKMF C2G COLUMN FKMF C2G 1FKMF C2J COLUMN FKMF C2J 1FKMF B3A BEAM FKMF 3A 1FKMF B3B BEAM FKMF 3B 1FKMF B3C BEAM FKMF 3C 1FKMF B3D BEAM FKMF 3D 1FKMF B3E BEAM FKMF 3E 2FKMF M2A FKMF MULLION 2A 1FKMF M2B FKMF MULLION 2B 1FKMF M1 FKMF MULLION 1 2FKMF HB1 FKMF HEADER BEAM 1 1FKMF HB2 FKMF HEADER BEAM 2 1
MCB1 MESH CLAMP BAR 1 & 2 2MCB2 MESH CLAMP BAR 2 2
PFB PURLIN FLY BRACE 8
FORREST HILL & KALBAR MF FABRICATION
A3SCALE
DRAWN
CHECK -
21/12/12
1:50 UNO
REV 03
DO NOT SCALEIF IN DOUBT - ASK
SHEET 1 of 27
ALL WELDING TO BE IN ACCORDANCE WITH AS1554 PART 1.FOR UNTOLERANCED DIMENSIONS THE FOLLOWING LIMITS SHALL APPLY: FABRICATION 2.0mm MACHINING 0.25mm
NOTE: WHERE ITEM LIST AND DRAWING CONFLICT, CONTACT AUSFAB CONSTRUCTIONS 1300 995 970
APPROX. MASS:kg
DRAWING NOTES: AS1100THIRD ANGLE PROJECTIONTHIS DRAWING IS THE PROPERTY
OF AUSFAB CONSTRUCTIONS. COPYRIGHT IS RESERVED. THIS DRAWING MAY NOT BE COPIED
OR USED IN ANY MANNER EXCEPT AS AGREED TO BY
AUSFAB CONSTRUCTIONS. THE DRAWINGS, IDEAS & INVENTIONS
SHOWN SHALL NOT BE DISCLOSED TO OTHER PARTIES.
40 Kenilworth Street, Warwick, Queensland, Australia 4011Phone: 1300 995 970Fax: 1300 998 983
PROPRIETARY NOTICE
DRAWING No.
EG/DB/NW
APPROVED
SB
JOB NUMBER: 5248
- -
QTY:FINISH REQUIREMENTS-
HOT DIPPED GALVANISED (ALLOW FOR DRAINAGE WHERE APPLICABLE)
2 X BOM TABLE QTYS
5248-DF-A1-A1
DESCRIPTION
AS BUILT
RELEASED FOR MANUFACTURE
PURPOSE OF DRAWINGFABRICATION
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241
173
8
374
10 10
77.02° 12
117
0
100
260
0
401
8
387
6
4018
12
P9
FKMF C1
AN2P15
P12
0
60
233 241
434
30
190 DETAIL A SCALE 1 : 5
P9
AN2
P15
QTY BELOW REFLECTS COMBINED TOTAL REQUIREDFOR FORREST HILL & KALBAR MF BUILDINGS
MARK NO. QTY. DESCRIPTION LENGTH
P9 1 130x12 FL 241FKMF C1 1 180 UB 16.1 4006
AN2 1 50x50x6 EA 191P15 1 75x10 FL 150P12 4 40x10 FL 165.48
01 INITIAL ISSUE 21/12/2012 SDB02 REMOVE DUPLICATE MARK NO. 15/02/2013 SDB03 AS BUILT DRGS 28/06/2013 SDB
REV. AMMENDMENT DATE AMMENDED BYREVISIONS
COLUMN FKMF C1AA3SCALE
DRAWN
CHECK -
21/12/12
1:20 UNO
REV 03
DO NOT SCALEIF IN DOUBT - ASK
SHEET 2 of 27
ALL WELDING TO BE IN ACCORDANCE WITH AS1554 PART 1.FOR UNTOLERANCED DIMENSIONS THE FOLLOWING LIMITS SHALL APPLY: FABRICATION 2.0mm MACHINING 0.25mm
NOTE: WHERE ITEM LIST AND DRAWING CONFLICT, CONTACT AUSFAB CONSTRUCTIONS 1300 995 970
APPROX. MASS:kg
DRAWING NOTES: AS1100THIRD ANGLE PROJECTIONTHIS DRAWING IS THE PROPERTY
OF AUSFAB CONSTRUCTIONS. COPYRIGHT IS RESERVED. THIS DRAWING MAY NOT BE COPIED
OR USED IN ANY MANNER EXCEPT AS AGREED TO BY
AUSFAB CONSTRUCTIONS. THE DRAWINGS, IDEAS & INVENTIONS
SHOWN SHALL NOT BE DISCLOSED TO OTHER PARTIES.
40 Kenilworth Street, Warwick, Queensland, Australia 4011Phone: 1300 995 970Fax: 1300 998 983
PROPRIETARY NOTICE
DRAWING No.
EG/DB/NW
APPROVED
SB
JOB NUMBER: 5248
- -
QTY:FINISH REQUIREMENTS-
HOT DIPPED GALVANISED (ALLOW FOR DRAINAGE WHERE APPLICABLE) 2
FKMF C1A
DESCRIPTION
AS BUILT
RELEASED FOR MANUFACTURE
PURPOSE OF DRAWINGFABRICATION
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12
241
1
73
8
10 10
77.02° 374
117
0
250
145
0
265
0
401
8 0
1
00
260
3
876
4018 12
0
250
145
0
265
0
401
8
P9
P8
P3
P8
P3
P8
P3
FKMF C1
AN2
P15
P12
0 30 60
189
233 241
434
DETAIL B SCALE 1 : 5
P9P8
P3AN2
P15
QTY BELOW REFLECTS COMBINED TOTAL REQUIREDFOR FORREST HILL & KALBAR MF BUILDINGS
MARK NO. QTY. DESCRIPTION LENGTHP9 1 130x12 FL 241
FKMF C1 1 180 UB 16.1 4006P3 3 75x10 FL 145P8 3 75x10 FL 185
AN2 1 50x50x6 EA 191P15 1 75x10 FL 150P12 4 40x10 FL 165.48
01 INITIAL ISSUE 21/12/2012 SDB02 REMOVE DUPLICATE MARK NO. 15/02/2013 SDB03 AS BUILT DRGS 28/06/2013 SDB
REV. AMMENDMENT DATE AMMENDED BYREVISIONS
COLUMN FKMF C1BA3SCALE
DRAWN
CHECK -
21/12/12
1:20 UNO
REV 03
DO NOT SCALEIF IN DOUBT - ASK
SHEET 3 of 27
ALL WELDING TO BE IN ACCORDANCE WITH AS1554 PART 1.FOR UNTOLERANCED DIMENSIONS THE FOLLOWING LIMITS SHALL APPLY: FABRICATION 2.0mm MACHINING 0.25mm
NOTE: WHERE ITEM LIST AND DRAWING CONFLICT, CONTACT AUSFAB CONSTRUCTIONS 1300 995 970
APPROX. MASS:kg
DRAWING NOTES: AS1100THIRD ANGLE PROJECTIONTHIS DRAWING IS THE PROPERTY
OF AUSFAB CONSTRUCTIONS. COPYRIGHT IS RESERVED. THIS DRAWING MAY NOT BE COPIED
OR USED IN ANY MANNER EXCEPT AS AGREED TO BY
AUSFAB CONSTRUCTIONS. THE DRAWINGS, IDEAS & INVENTIONS
SHOWN SHALL NOT BE DISCLOSED TO OTHER PARTIES.
40 Kenilworth Street, Warwick, Queensland, Australia 4011Phone: 1300 995 970Fax: 1300 998 983
PROPRIETARY NOTICE
DRAWING No.
EG/DB/NW
APPROVED
SB
JOB NUMBER: 5248
- -
QTY:FINISH REQUIREMENTS-
HOT DIPPED GALVANISED (ALLOW FOR DRAINAGE WHERE APPLICABLE) 2
FKMF C1B
DESCRIPTION
AS BUILT
RELEASED FOR MANUFACTURE
PURPOSE OF DRAWINGFABRICATION
ST52 - Forest Hill STP - Regional Lagoons Upgrade - Sheds - OM Manual
Q-Pulse Id TMS1170 Active 15/05/2015 Page 32 of 65
117 12
241
173
8
374
63 195
119
42.04° 386
497
131
49.66°
0
250
145
0
265
0
401
8
387
5
APPLY TYPICAL DIMENSIONS TO STIFFENERS AS PER SHEET 1
12
226
131
27 139
331 135
35.06° 33.29°
0
250
145
0
265
0
401
8
P9
P8
P8
P8
P3
P3
AN2
P15
FKMF C1
P18
P18
P19
P12
P12
P28
0
60 30
233
147
241
434
189
15
DETAIL D SCALE 1 : 5
P8
P3AN2
P15
P19
P18
QTY BELOW REFLECTS COMBINED TOTAL REQUIREDFOR FORREST HILL & KALBAR MF BUILDINGS
MARK NO. QTY. DESCRIPTION LENGTHP9 1 130x12 FL 241
FKMF C1 1 180 UB 16.1 4006P3 3 75x10 FL 145P8 3 75x10 FL 185
P18 2 50x10 FL 235.63AN2 1 50x50x6 EA 191P15 1 75x10 FL 150P19 1 50x10 FL 171.23P12 4 40x10 FL 165.48P28 1 50x10 FL 177.73
01 INITIAL ISSUE 21/12/2012 SDB02 REMOVE DUPLICATE MARK NO. 15/02/2013 SDB03 AS BUILT DRGS 28/06/2013 SDB
REV. AMMENDMENT DATE AMMENDED BYREVISIONS
COLUMN FKMF C1CA3SCALE
DRAWN
CHECK -
21/12/12
1:20 UNO
REV 03
DO NOT SCALEIF IN DOUBT - ASK
SHEET 4 of 27
ALL WELDING TO BE IN ACCORDANCE WITH AS1554 PART 1.FOR UNTOLERANCED DIMENSIONS THE FOLLOWING LIMITS SHALL APPLY: FABRICATION 2.0mm MACHINING 0.25mm
NOTE: WHERE ITEM LIST AND DRAWING CONFLICT, CONTACT AUSFAB CONSTRUCTIONS 1300 995 970
APPROX. MASS:kg
DRAWING NOTES: AS1100THIRD ANGLE PROJECTIONTHIS DRAWING IS THE PROPERTY
OF AUSFAB CONSTRUCTIONS. COPYRIGHT IS RESERVED. THIS DRAWING MAY NOT BE COPIED
OR USED IN ANY MANNER EXCEPT AS AGREED TO BY
AUSFAB CONSTRUCTIONS. THE DRAWINGS, IDEAS & INVENTIONS
SHOWN SHALL NOT BE DISCLOSED TO OTHER PARTIES.
40 Kenilworth Street, Warwick, Queensland, Australia 4011Phone: 1300 995 970Fax: 1300 998 983
PROPRIETARY NOTICE
DRAWING No.
EG/DB/NW
APPROVED
SB
JOB NUMBER: 5248
- -
QTY:FINISH REQUIREMENTS-
HOT DIPPED GALVANISED (ALLOW FOR DRAINAGE WHERE APPLICABLE) 2
FKMF C1C
DESCRIPTION
AS BUILT
RELEASED FOR MANUFACTURE
PURPOSE OF DRAWINGFABRICATION
ST52 - Forest Hill STP - Regional Lagoons Upgrade - Sheds - OM Manual
Q-Pulse Id TMS1170 Active 15/05/2015 Page 33 of 65
117 12
241
173
8
374
10 10
77.02°
0
250
145
0
265
0
401
8
387
5
0
100
260
4018 12
P9
P3
P3
P3
AN2
FKMF C1
P12
P15
0
60 30
190
233 241
434
DETAIL F SCALE 1 : 5
P9
P3
AN2
P15
QTY BELOW REFLECTS COMBINED TOTAL REQUIREDFOR FORREST HILL & KALBAR MF BUILDINGS
MARK NO. QTY. DESCRIPTION LENGTHP9 1 130x12 FL 241
FKMF C1 1 180 UB 16.1 4006P3 3 75x10 FL 145
AN2 1 50x50x6 EA 191P17 1 130x10 FL 150P12 4 40x10 FL 165.48
01 INITIAL ISSUE 21/12/2012 SDB02 REMOVE DUPLICATE MARK NO. 15/02/2013 SDB03 AS BUILT DRGS 28/06/2013 SDB
REV. AMMENDMENT DATE AMMENDED BYREVISIONS
COLUMN FKMF C1DA3SCALE
DRAWN
CHECK -
21/12/12
1:20 UNO
REV 03
DO NOT SCALEIF IN DOUBT - ASK
SHEET 5 of 27
ALL WELDING TO BE IN ACCORDANCE WITH AS1554 PART 1.FOR UNTOLERANCED DIMENSIONS THE FOLLOWING LIMITS SHALL APPLY: FABRICATION 2.0mm MACHINING 0.25mm
NOTE: WHERE ITEM LIST AND DRAWING CONFLICT, CONTACT AUSFAB CONSTRUCTIONS 1300 995 970
APPROX. MASS:kg
DRAWING NOTES: AS1100THIRD ANGLE PROJECTIONTHIS DRAWING IS THE PROPERTY
OF AUSFAB CONSTRUCTIONS. COPYRIGHT IS RESERVED. THIS DRAWING MAY NOT BE COPIED
OR USED IN ANY MANNER EXCEPT AS AGREED TO BY
AUSFAB CONSTRUCTIONS. THE DRAWINGS, IDEAS & INVENTIONS
SHOWN SHALL NOT BE DISCLOSED TO OTHER PARTIES.
40 Kenilworth Street, Warwick, Queensland, Australia 4011Phone: 1300 995 970Fax: 1300 998 983
PROPRIETARY NOTICE
DRAWING No.
EG/DB/NW
APPROVED
SB
JOB NUMBER: 5248
- -
QTY:FINISH REQUIREMENTS-
HOT DIPPED GALVANISED (ALLOW FOR DRAINAGE WHERE APPLICABLE) 2
FKMF C1D
DESCRIPTION
AS BUILT
RELEASED FOR MANUFACTURE
PURPOSE OF DRAWINGFABRICATION
ST52 - Forest Hill STP - Regional Lagoons Upgrade - Sheds - OM Manual
Q-Pulse Id TMS1170 Active 15/05/2015 Page 34 of 65
241
1
73
8
12
117
10 10
77.02°
0
250
145
0
265
0
387
5
401
8 0
1
00
260
4018
P17
AN2
P3
FKMF C1
P3
P3
P9
P12
0 30 60
233 241
434
DETAIL H SCALE 1 : 5
P9
P3
AN2
P17
QTY BELOW REFLECTS COMBINED TOTAL REQUIREDFOR FORREST HILL & KALBAR MF BUILDINGS
MARK NO. QTY. DESCRIPTION LENGTH
P9 1 130x12 FL 241FKMF C1 1 180 UB 16.1 4006
P3 3 75x10 FL 145AN2 1 50x50x6 EA 191P15 1 75x10 FL 150P18 2 50x10 FL 235.63P12 4 40x10 FL 165.48
01 INITIAL ISSUE 21/12/2012 SDB02 REMOVE DUPLICATE MARK NO. 15/02/2013 SDB03 AS BUILT DRGS 28/06/2013 SDB
REV. AMMENDMENT DATE AMMENDED BYREVISIONS
COLUMN FKMF C1EA3SCALE
DRAWN
CHECK -
21/12/12
1:20 UNO
REV 03
DO NOT SCALEIF IN DOUBT - ASK
SHEET 6 of 27
ALL WELDING TO BE IN ACCORDANCE WITH AS1554 PART 1.FOR UNTOLERANCED DIMENSIONS THE FOLLOWING LIMITS SHALL APPLY: FABRICATION 2.0mm MACHINING 0.25mm
NOTE: WHERE ITEM LIST AND DRAWING CONFLICT, CONTACT AUSFAB CONSTRUCTIONS 1300 995 970
APPROX. MASS:kg
DRAWING NOTES: AS1100THIRD ANGLE PROJECTIONTHIS DRAWING IS THE PROPERTY
OF AUSFAB CONSTRUCTIONS. COPYRIGHT IS RESERVED. THIS DRAWING MAY NOT BE COPIED
OR USED IN ANY MANNER EXCEPT AS AGREED TO BY
AUSFAB CONSTRUCTIONS. THE DRAWINGS, IDEAS & INVENTIONS
SHOWN SHALL NOT BE DISCLOSED TO OTHER PARTIES.
40 Kenilworth Street, Warwick, Queensland, Australia 4011Phone: 1300 995 970Fax: 1300 998 983
PROPRIETARY NOTICE
DRAWING No.
EG/DB/NW
APPROVED
SB
JOB NUMBER: 5248
- -
QTY:FINISH REQUIREMENTS-
HOT DIPPED GALVANISED (ALLOW FOR DRAINAGE WHERE APPLICABLE) 2
FKMF C1E
DESCRIPTION
AS BUILT
RELEASED FOR MANUFACTURE
PURPOSE OF DRAWINGFABRICATION
ST52 - Forest Hill STP - Regional Lagoons Upgrade - Sheds - OM Manual
Q-Pulse Id TMS1170 Active 15/05/2015 Page 35 of 65
241
1
73
8
12
117
10 10
77.02°
0
250
145
0
265
0
387
5
401
8 0
1
00
260
226
27 131
33.29° 139
331
135
35.06°
4018
P15
AN2
P3
FKMF C1
P3
P3
P9
P12
0 30 60
190
233 241
434
147 DETAIL H
SCALE 1 : 5
P9
P3
AN2
P15
P18
QTY BELOW REFLECTS COMBINED TOTAL REQUIREDFOR FORREST HILL & KALBAR MF BUILDINGS
MARK NO. QTY. DESCRIPTION LENGTH
P9 1 130x12 FL 241FKMF C1 1 180 UB 16.1 4006
P3 3 75x10 FL 145AN2 1 50x50x6 EA 191P15 1 75x10 FL 150P18 2 50x10 FL 235.63P12 4 40x10 FL 165.48
01 INITIAL ISSUE 21/12/2012 SDBREV. AMMENDMENT DATE AMMENDED BY
REVISIONS
COLUMN FKMF C1FA3SCALE
DRAWN
CHECK -
21/12/12
1:20 UNO
REV 03
DO NOT SCALEIF IN DOUBT - ASK
SHEET 7 of 27
ALL WELDING TO BE IN ACCORDANCE WITH AS1554 PART 1.FOR UNTOLERANCED DIMENSIONS THE FOLLOWING LIMITS SHALL APPLY: FABRICATION 2.0mm MACHINING 0.25mm
NOTE: WHERE ITEM LIST AND DRAWING CONFLICT, CONTACT AUSFAB CONSTRUCTIONS 1300 995 970
APPROX. MASS:kg
DRAWING NOTES: AS1100THIRD ANGLE PROJECTIONTHIS DRAWING IS THE PROPERTY
OF AUSFAB CONSTRUCTIONS. COPYRIGHT IS RESERVED. THIS DRAWING MAY NOT BE COPIED
OR USED IN ANY MANNER EXCEPT AS AGREED TO BY
AUSFAB CONSTRUCTIONS. THE DRAWINGS, IDEAS & INVENTIONS
SHOWN SHALL NOT BE DISCLOSED TO OTHER PARTIES.
40 Kenilworth Street, Warwick, Queensland, Australia 4011Phone: 1300 995 970Fax: 1300 998 983
PROPRIETARY NOTICE
DRAWING No.
EG/DB/NW
APPROVED
SB
JOB NUMBER: 5248
- -
QTY:FINISH REQUIREMENTS-
HOT DIPPED GALVANISED (ALLOW FOR DRAINAGE WHERE APPLICABLE) 2
FKMF C1F
DESCRIPTION
AS BUILT
RELEASED FOR MANUFACTURE
PURPOSE OF DRAWINGFABRICATION
ST52 - Forest Hill STP - Regional Lagoons Upgrade - Sheds - OM Manual
Q-Pulse Id TMS1170 Active 15/05/2015 Page 36 of 65
8
27
300
102°
10 12
287
176 131
49.66° 430
562
42.04°
119
77.02°
0
250
145
0
265
0
385
0
502
0
P19 P28
81
92 27.65°
82
92 27.97°
0
256
473
9
495
6 4
995
P24 P24
P9
P8
P8
P8
P8
P10
AN3
P24
P23
P23
P28
P24
FKMF C2
P22
P12
0 30 60
189
233 241
533
DETAIL J SCALE 1 : 5
P9
P23
AN3
P10
P24
P22
P28
P8
TYPE C
QTY BELOW REFLECTS COMBINED TOTAL REQUIREDFOR FORREST HILL & KALBAR MF BUILDINGS
MARK NO. QTY. DESCRIPTION LENGTHP9 1 130x12 FL 241
FKMF C2 1 180 UB 16.1 4983AN3 1 50x50x6 EA 307.11P10 1 75x10 FL 100P19 1 50x10 FL 171.23P28 1 50x10 FL 177.73P8 4 75x10 FL 185
P23 5 130x10 FL 136P22 1 100x10 FL 120P24 2 50x10 FL 197.73P12 4 40x10 FL 165.48
01 INITIAL ISSUE 21/12/2012 SDB02 REMOVE DUPLICATE MARK NO. 15/02/2013 SDB03 AS BUILT DRGS 28/06/2013 SDB
REV. AMMENDMENT DATE AMMENDED BYREVISIONS
COLUMN FKMF C2AA3SCALE
DRAWN
CHECK -
21/12/12
1:20 UNO
REV 03
DO NOT SCALEIF IN DOUBT - ASK
SHEET 8 of 27
ALL WELDING TO BE IN ACCORDANCE WITH AS1554 PART 1.FOR UNTOLERANCED DIMENSIONS THE FOLLOWING LIMITS SHALL APPLY: FABRICATION 2.0mm MACHINING 0.25mm
NOTE: WHERE ITEM LIST AND DRAWING CONFLICT, CONTACT AUSFAB CONSTRUCTIONS 1300 995 970
APPROX. MASS:kg
DRAWING NOTES: AS1100THIRD ANGLE PROJECTIONTHIS DRAWING IS THE PROPERTY
OF AUSFAB CONSTRUCTIONS. COPYRIGHT IS RESERVED. THIS DRAWING MAY NOT BE COPIED
OR USED IN ANY MANNER EXCEPT AS AGREED TO BY
AUSFAB CONSTRUCTIONS. THE DRAWINGS, IDEAS & INVENTIONS
SHOWN SHALL NOT BE DISCLOSED TO OTHER PARTIES.
40 Kenilworth Street, Warwick, Queensland, Australia 4011Phone: 1300 995 970Fax: 1300 998 983
PROPRIETARY NOTICE
DRAWING No.
EG/DB/NW
APPROVED
SB
JOB NUMBER: 5248
- -
QTY:FINISH REQUIREMENTS-
HOT DIPPED GALVANISED (ALLOW FOR DRAINAGE WHERE APPLICABLE) 2
FKMF C2A
DESCRIPTION
AS BUILT
RELEASED FOR MANUFACTURE
PURPOSE OF DRAWINGFABRICATION
ST52 - Forest Hill STP - Regional Lagoons Upgrade - Sheds - OM Manual
Q-Pulse Id TMS1170 Active 15/05/2015 Page 37 of 65
8
300
1
0 102° 12
153 160 10 10 27
77.02°
0
262
372
2
501
9
302
2
0
489
6
P9
P11
FKMF C2
AN3
P25
P22
P11
P12
P11 FAR SIDE
0 30 60
233 241
533
202
DETAIL L SCALE 1 : 5
P9
P22
P9
AN3
P25
DETAIL I SCALE 1 : 10
DETAIL K SCALE 1 : 10
TYPE A
QTY BELOW REFLECTS COMBINED TOTAL REQUIREDFOR FORREST HILL & KALBAR MF BUILDINGS
MARK NO. QTY. DESCRIPTION LENGTH
P9 1 130x12 FL 241FKMF C2 1 180 UB 16.1 4983
P25 1 130x10 FL 100P22 1 100x10 FL 120AN3 1 50x50x6 EA 307.11P11 4 50x10 FL 159P12 4 40x10 FL 165.48
01 INITIAL ISSUE 21/12/2012 SDB02 REMOVE DUPLICATE MARK NO. 15/02/2013 SDB03 AS BUILT DRGS 28/06/2013 SDB
REV. AMMENDMENT DATE AMMENDED BYREVISIONS
COLUMN FKMF C2CA3SCALE
DRAWN
CHECK -
21/12/12
1:20 UNO
REV 03
DO NOT SCALEIF IN DOUBT - ASK
SHEET 9 of 27
ALL WELDING TO BE IN ACCORDANCE WITH AS1554 PART 1.FOR UNTOLERANCED DIMENSIONS THE FOLLOWING LIMITS SHALL APPLY: FABRICATION 2.0mm MACHINING 0.25mm
NOTE: WHERE ITEM LIST AND DRAWING CONFLICT, CONTACT AUSFAB CONSTRUCTIONS 1300 995 970
APPROX. MASS:kg
DRAWING NOTES: AS1100THIRD ANGLE PROJECTIONTHIS DRAWING IS THE PROPERTY
OF AUSFAB CONSTRUCTIONS. COPYRIGHT IS RESERVED. THIS DRAWING MAY NOT BE COPIED
OR USED IN ANY MANNER EXCEPT AS AGREED TO BY
AUSFAB CONSTRUCTIONS. THE DRAWINGS, IDEAS & INVENTIONS
SHOWN SHALL NOT BE DISCLOSED TO OTHER PARTIES.
40 Kenilworth Street, Warwick, Queensland, Australia 4011Phone: 1300 995 970Fax: 1300 998 983
PROPRIETARY NOTICE
DRAWING No.
EG/DB/NW
APPROVED
SB
JOB NUMBER: 5248
- -
QTY:FINISH REQUIREMENTS-
HOT DIPPED GALVANISED (ALLOW FOR DRAINAGE WHERE APPLICABLE) 2
FKMF C2C
DESCRIPTION
AS BUILT
RELEASED FOR MANUFACTURE
PURPOSE OF DRAWINGFABRICATION
ST52 - Forest Hill STP - Regional Lagoons Upgrade - Sheds - OM Manual
Q-Pulse Id TMS1170 Active 15/05/2015 Page 38 of 65
8
102° 300
10
153 160 10 10 27
12
77.02°
0
262
372
2
502
0
256 82 9
2
27.97° 10 X9 FAR SIDE
0
620
121
0
180
0
239
0
298
0
357
0
416
0
475
0
489
6
30
P24 P24
P11P11
P9
P10
AN3
FKMF C2
P22
P24
P12
P24
0 30 60
202 233 241
533
DETAIL U SCALE 1 : 5
P9
P22
AN3
P10
P24DETAIL Y
SCALE 1 : 5
P11
15
92
81
256
27.65°
DETAIL Z SCALE 1 : 5
P11
P11 FAR SIDE
TYPE B
QTY BELOW REFLECTS COMBINED TOTAL REQUIREDFOR FORREST HILL & KALBAR MF BUILDINGS
MARK NO. QTY. DESCRIPTION LENGTH
P9 1 130x12 FL 241FKMF C2 1 180 UB 16.1 4983
AN3 1 50x50x6 EA 307.11P10 1 75x10 FL 100P22 1 100x10 FL 120P24 2 50x10 FL 197.73P11 2 50x10 FL 159P12 4 40x10 FL 165.48
01 INITIAL ISSUE 21/12/2012 SDB02 REMOVE DUPLICATE MARK NO. 15/02/2013 SDB03 AS BUILT DRGS 28/06/2013 SDB
REV. AMMENDMENT DATE AMMENDED BYREVISIONS
COLUMN FKMF C2DA3SCALE
DRAWN
CHECK -
21/12/12
1:20 UNO
REV 03
DO NOT SCALEIF IN DOUBT - ASK
SHEET 10 of 27
ALL WELDING TO BE IN ACCORDANCE WITH AS1554 PART 1.FOR UNTOLERANCED DIMENSIONS THE FOLLOWING LIMITS SHALL APPLY: FABRICATION 2.0mm MACHINING 0.25mm
NOTE: WHERE ITEM LIST AND DRAWING CONFLICT, CONTACT AUSFAB CONSTRUCTIONS 1300 995 970
APPROX. MASS:kg
DRAWING NOTES: AS1100THIRD ANGLE PROJECTIONTHIS DRAWING IS THE PROPERTY
OF AUSFAB CONSTRUCTIONS. COPYRIGHT IS RESERVED. THIS DRAWING MAY NOT BE COPIED
OR USED IN ANY MANNER EXCEPT AS AGREED TO BY
AUSFAB CONSTRUCTIONS. THE DRAWINGS, IDEAS & INVENTIONS
SHOWN SHALL NOT BE DISCLOSED TO OTHER PARTIES.
40 Kenilworth Street, Warwick, Queensland, Australia 4011Phone: 1300 995 970Fax: 1300 998 983
PROPRIETARY NOTICE
DRAWING No.
EG/DB/NW
APPROVED
SB
JOB NUMBER: 5248
- -
QTY:FINISH REQUIREMENTS-
HOT DIPPED GALVANISED (ALLOW FOR DRAINAGE WHERE APPLICABLE) 2
FKMF C2D
DESCRIPTION
AS BUILT
RELEASED FOR MANUFACTURE
PURPOSE OF DRAWINGFABRICATION
ST52 - Forest Hill STP - Regional Lagoons Upgrade - Sheds - OM Manual
Q-Pulse Id TMS1170 Active 15/05/2015 Page 39 of 65
27
26
102° 300
10
153 160
10 10
77.02°
0
502
0
385
0
265
0
145
0
250
12
0
250
145
0
265
0
385
0
489
6
P9
P23
P23
AN3
P8
P8
P8
P8P23
P23
P22
P12
P10
FKMF C2
0 30 60
158
233 241
533
202
DETAIL T SCALE 1 : 5
P9
P8
AN3
P10
P23
P22
TYPE C
QTY BELOW REFLECTS COMBINED TOTAL REQUIREDFOR FORREST HILL & KALBAR MF BUILDINGS
MARK NO. QTY. DESCRIPTION LENGTH
P9 1 130x12 FL 241FKMF C2 1 180 UB 16.1 4983
P8 4 75x10 FL 185AN3 1 50x50x6 EA 307.11P10 1 75x10 FL 100P22 1 100x10 FL 120P23 4 130x10 FL 136P12 4 40x10 FL 165.48
01 INITIAL ISSUE 21/12/2012 SDB02 REMOVE DUPLICATE MARK NO. 15/02/2013 SDB03 AS BUILT DRGS 28/06/2013 SDB
REV. AMMENDMENT DATE AMMENDED BYREVISIONS
COLUMN FKMF C2EA3SCALE
DRAWN
CHECK -
21/12/12
1:20 UNO
REV 03
DO NOT SCALEIF IN DOUBT - ASK
SHEET 11 of 27
ALL WELDING TO BE IN ACCORDANCE WITH AS1554 PART 1.FOR UNTOLERANCED DIMENSIONS THE FOLLOWING LIMITS SHALL APPLY: FABRICATION 2.0mm MACHINING 0.25mm
NOTE: WHERE ITEM LIST AND DRAWING CONFLICT, CONTACT AUSFAB CONSTRUCTIONS 1300 995 970
APPROX. MASS:kg
DRAWING NOTES: AS1100THIRD ANGLE PROJECTIONTHIS DRAWING IS THE PROPERTY
OF AUSFAB CONSTRUCTIONS. COPYRIGHT IS RESERVED. THIS DRAWING MAY NOT BE COPIED
OR USED IN ANY MANNER EXCEPT AS AGREED TO BY
AUSFAB CONSTRUCTIONS. THE DRAWINGS, IDEAS & INVENTIONS
SHOWN SHALL NOT BE DISCLOSED TO OTHER PARTIES.
40 Kenilworth Street, Warwick, Queensland, Australia 4011Phone: 1300 995 970Fax: 1300 998 983
PROPRIETARY NOTICE
DRAWING No.
EG/DB/NW
APPROVED
SB
JOB NUMBER: 5248
- -
QTY:FINISH REQUIREMENTS-
HOT DIPPED GALVANISED (ALLOW FOR DRAINAGE WHERE APPLICABLE) 2
FKMF C2E
DESCRIPTION
AS BUILT
RELEASED FOR MANUFACTURE
PURPOSE OF DRAWINGFABRICATION
ST52 - Forest Hill STP - Regional Lagoons Upgrade - Sheds - OM Manual
Q-Pulse Id TMS1170 Active 15/05/2015 Page 40 of 65
27
300
10
8
153 160 10 10
77.02°
0
502
0
P9
FKMF C2
AN3
P10
P12
0
60
233 241
533
DETAIL R SCALE 1 : 5
P9
AN3
P10
TYPE C
QTY BELOW REFLECTS COMBINED TOTAL REQUIREDFOR FORREST HILL & KALBAR MF BUILDINGS
MARK NO. QTY. DESCRIPTION LENGTHP9 1 130x12 FL 241
FKMF C2 1 180 UB 16.1 4983AN3 1 50x50x6 EA 307.11P10 1 75x10 FL 100P12 4 40x10 FL 165.48
01 INITIAL ISSUE 21/12/2012 SDB02 REMOVE DUPLICATE MARK NO. 15/02/2013 SDB03 AS BUILT DRGS 28/06/2013 SDB
REV. AMMENDMENT DATE AMMENDED BYREVISIONS
COLUMN FKMF C2GA3SCALE
DRAWN
CHECK -
21/12/12
1:20 UNO
REV 03
DO NOT SCALEIF IN DOUBT - ASK
SHEET 12 of 27
ALL WELDING TO BE IN ACCORDANCE WITH AS1554 PART 1.FOR UNTOLERANCED DIMENSIONS THE FOLLOWING LIMITS SHALL APPLY: FABRICATION 2.0mm MACHINING 0.25mm
NOTE: WHERE ITEM LIST AND DRAWING CONFLICT, CONTACT AUSFAB CONSTRUCTIONS 1300 995 970
APPROX. MASS:kg
DRAWING NOTES: AS1100THIRD ANGLE PROJECTIONTHIS DRAWING IS THE PROPERTY
OF AUSFAB CONSTRUCTIONS. COPYRIGHT IS RESERVED. THIS DRAWING MAY NOT BE COPIED
OR USED IN ANY MANNER EXCEPT AS AGREED TO BY
AUSFAB CONSTRUCTIONS. THE DRAWINGS, IDEAS & INVENTIONS
SHOWN SHALL NOT BE DISCLOSED TO OTHER PARTIES.
40 Kenilworth Street, Warwick, Queensland, Australia 4011Phone: 1300 995 970Fax: 1300 998 983
PROPRIETARY NOTICE
DRAWING No.
EG/DB/NW
APPROVED
SB
JOB NUMBER: 5248
- -
QTY:FINISH REQUIREMENTS-
HOT DIPPED GALVANISED (ALLOW FOR DRAINAGE WHERE APPLICABLE) 2
FKMF C2G
DESCRIPTION
AS BUILT
RELEASED FOR MANUFACTURE
PURPOSE OF DRAWINGFABRICATION
ST52 - Forest Hill STP - Regional Lagoons Upgrade - Sheds - OM Manual
Q-Pulse Id TMS1170 Active 15/05/2015 Page 41 of 65
27
300
10
153 160 10 10
12
77.02°
0
502
0
372
2
262
P9
P11
FKMF C2
P11
AN3
P10
TYPE A
0 30 60
233 241
533
DETAIL P SCALE 1 : 5
P9
P12
P11
AN3
P10
DETAIL AA SCALE 1 : 5
DETAIL AB SCALE 1 : 5
QTY BELOW REFLECTS COMBINED TOTAL REQUIREDFOR FORREST HILL & KALBAR MF BUILDINGS
MARK NO. QTY. DESCRIPTION LENGTH
P9 1 130x12 FL 241FKMF C2 1 180 UB 16.1 4983
AN3 1 50x50x6 EA 307.11P10 1 75x10 FL 100P11 4 50x10 FL 159P12 4 40x10 FL 165.48
01 INITIAL ISSUE 21/12/2012 SDB02 REMOVE DUPLICATE MARK NO. 15/02/2013 SDB03 AS BUILT DRGS 28/06/2013 SDB
REV. AMMENDMENT DATE AMMENDED BYREVISIONS
COLUMN FKMF C2JA3SCALE
DRAWN
CHECK -
21/12/12
1:20 UNO
REV 03
DO NOT SCALEIF IN DOUBT - ASK
SHEET 13 of 27
ALL WELDING TO BE IN ACCORDANCE WITH AS1554 PART 1.FOR UNTOLERANCED DIMENSIONS THE FOLLOWING LIMITS SHALL APPLY: FABRICATION 2.0mm MACHINING 0.25mm
NOTE: WHERE ITEM LIST AND DRAWING CONFLICT, CONTACT AUSFAB CONSTRUCTIONS 1300 995 970
APPROX. MASS:kg
DRAWING NOTES: AS1100THIRD ANGLE PROJECTIONTHIS DRAWING IS THE PROPERTY
OF AUSFAB CONSTRUCTIONS. COPYRIGHT IS RESERVED. THIS DRAWING MAY NOT BE COPIED
OR USED IN ANY MANNER EXCEPT AS AGREED TO BY
AUSFAB CONSTRUCTIONS. THE DRAWINGS, IDEAS & INVENTIONS
SHOWN SHALL NOT BE DISCLOSED TO OTHER PARTIES.
40 Kenilworth Street, Warwick, Queensland, Australia 4011Phone: 1300 995 970Fax: 1300 998 983
PROPRIETARY NOTICE
DRAWING No.
EG/DB/NW
APPROVED
SB
JOB NUMBER: 5248
- -
QTY:FINISH REQUIREMENTS-
HOT DIPPED GALVANISED (ALLOW FOR DRAINAGE WHERE APPLICABLE) 2
FKMF C2J
DESCRIPTION
AS BUILT
RELEASED FOR MANUFACTURE
PURPOSE OF DRAWINGFABRICATION
ST52 - Forest Hill STP - Regional Lagoons Upgrade - Sheds - OM Manual
Q-Pulse Id TMS1170 Active 15/05/2015 Page 42 of 65
12 12 77.02°
58
58
77.02°
0
131
4
241
4
351
4
214
407
2
0
40
224
132
4
242
4
352
4
411
2 4
072
0
224
132
4
242
4
352
4
407
1 4
112
P3
P3
P3
P5
P5
FKMF B3
P31
P31
P31
P5
42
0
40
224
284 318
DETAIL G SCALE 1 : 5
P3
P31
QTY BELOW REFLECTS COMBINED TOTAL REQUIREDFOR FORREST HILL & KALBAR MF BUILDINGS
MARK NO. QTY. DESCRIPTION LENGTHP5 2 90x12 FL 290
FKMF B3 1 180 UB 16.1 4111.95P3 4 75x10 FL 145P31 4 65x10 FL 65
01 INITIAL ISSUE 21/12/2012 SDB02 REMOVE DUPLICATE MARK NO. 15/02/2013 SDB03 AS BUILT DRGS 28/06/2013 SDB
REV. AMMENDMENT DATE AMMENDED BYREVISIONS
BEAM FKMF 3AA3SCALE
DRAWN
CHECK -
21/12/12
1:20 UNO
REV 03
DO NOT SCALEIF IN DOUBT - ASK
SHEET 14 of 27
ALL WELDING TO BE IN ACCORDANCE WITH AS1554 PART 1.FOR UNTOLERANCED DIMENSIONS THE FOLLOWING LIMITS SHALL APPLY: FABRICATION 2.0mm MACHINING 0.25mm
NOTE: WHERE ITEM LIST AND DRAWING CONFLICT, CONTACT AUSFAB CONSTRUCTIONS 1300 995 970
APPROX. MASS:kg
DRAWING NOTES: AS1100THIRD ANGLE PROJECTIONTHIS DRAWING IS THE PROPERTY
OF AUSFAB CONSTRUCTIONS. COPYRIGHT IS RESERVED. THIS DRAWING MAY NOT BE COPIED
OR USED IN ANY MANNER EXCEPT AS AGREED TO BY
AUSFAB CONSTRUCTIONS. THE DRAWINGS, IDEAS & INVENTIONS
SHOWN SHALL NOT BE DISCLOSED TO OTHER PARTIES.
40 Kenilworth Street, Warwick, Queensland, Australia 4011Phone: 1300 995 970Fax: 1300 998 983
PROPRIETARY NOTICE
DRAWING No.
EG/DB/NW
APPROVED
SB
JOB NUMBER: 5248
- -
QTY:FINISH REQUIREMENTS-
HOT DIPPED GALVANISED (ALLOW FOR DRAINAGE WHERE APPLICABLE) 2
FKMF B3A
DESCRIPTION
AS BUILT
RELEASED FOR MANUFACTURE
PURPOSE OF DRAWINGFABRICATION
ST52 - Forest Hill STP - Regional Lagoons Upgrade - Sheds - OM Manual
Q-Pulse Id TMS1170 Active 15/05/2015 Page 43 of 65
77.02°
40
77.02°
12
58
0
407
2
558
165
8
275
8
385
8
87
40
58
87 8
7
81
179
136
366 1873
136
54.32° 54.32° 136
136
54.32° 54.32° 98 170
1694 98
41
P5
FKMF B3
P3
P3
P3
P5
P14
P14
0
87
173
224
284 318
DETAIL AN SCALE 1 : 5
P3
P14
QTY BELOW REFLECTS COMBINED TOTAL REQUIREDFOR FORREST HILL & KALBAR MF BUILDINGS
01 INITIAL ISSUE 21/12/2012 SDBREV. AMMENDMENT DATE AMMENDED BY
REVISIONS
MARK NO. QTY. DESCRIPTION LENGTH
P5 2 90x12 FL 290FKMF B3 1 180 UB 16.1 4111.95
P3 4 75x10 FL 145P14 4 50x10 FL 167.95
BEAM FKMF 3BA3SCALE
DRAWN
CHECK -
21/12/12
1:20 UNO
REV 03
DO NOT SCALEIF IN DOUBT - ASK
SHEET 15 of 27
ALL WELDING TO BE IN ACCORDANCE WITH AS1554 PART 1.FOR UNTOLERANCED DIMENSIONS THE FOLLOWING LIMITS SHALL APPLY: FABRICATION 2.0mm MACHINING 0.25mm
NOTE: WHERE ITEM LIST AND DRAWING CONFLICT, CONTACT AUSFAB CONSTRUCTIONS 1300 995 970
APPROX. MASS:kg
DRAWING NOTES: AS1100THIRD ANGLE PROJECTIONTHIS DRAWING IS THE PROPERTY
OF AUSFAB CONSTRUCTIONS. COPYRIGHT IS RESERVED. THIS DRAWING MAY NOT BE COPIED
OR USED IN ANY MANNER EXCEPT AS AGREED TO BY
AUSFAB CONSTRUCTIONS. THE DRAWINGS, IDEAS & INVENTIONS
SHOWN SHALL NOT BE DISCLOSED TO OTHER PARTIES.
40 Kenilworth Street, Warwick, Queensland, Australia 4011Phone: 1300 995 970Fax: 1300 998 983
PROPRIETARY NOTICE
DRAWING No.
EG/DB/NW
APPROVED
SB
JOB NUMBER: 5248
- -
QTY:FINISH REQUIREMENTS-
HOT DIPPED GALVANISED (ALLOW FOR DRAINAGE WHERE APPLICABLE) 2
FKMF B3B
DESCRIPTION
AS BUILT
RELEASED FOR MANUFACTURE
PURPOSE OF DRAWINGFABRICATION
ST52 - Forest Hill STP - Regional Lagoons Upgrade - Sheds - OM Manual
Q-Pulse Id TMS1170 Active 15/05/2015 Page 44 of 65
12 77.02°
58
58
0
214
4
0
131
4
241
4
351
4
407
2 4
112
0
587
168
7
199
6
278
7
388
7 4
072
411
2
179
81
136
54.32°
41
139
136
54.32° 366
1694 2060
98 54.32° 54.32°
0
100
203
0
396
0
P31 P31 P31 P31P14 P14 P14
P5
P8
P3
P3
P5
P8
P8
P30
FKMF B3
P14
P14
P14
P14
0
40
87
173
224
284 318
DETAIL E SCALE 1 : 5
P3
P8
P31
P14
P30
QTY BELOW REFLECTS COMBINED TOTAL REQUIREDFOR FORREST HILL & KALBAR MF BUILDINGS
MARK NO. QTY. DESCRIPTION LENGTH
P5 2 90x12 FL 290FKMF B3 1 180 UB 16.1 4111.95
P3 4 75x10 FL 145P14 4 50x10 FL 167.95P30 1 90x10 FL 150P8 3 75x10 FL 185
P31 4 65x10 FL 65
01 INITIAL ISSUE 21/12/2012 SDB02 REMOVE DUPLICATE MARK NO. 15/02/2013 SDB03 AS BUILT DRGS 28/06/2013 SDB
REV. AMMENDMENT DATE AMMENDED BYREVISIONS
BEAM FKMF 3CA3SCALE
DRAWN
CHECK -
21/12/12
1:20 UNO
REV 03
DO NOT SCALEIF IN DOUBT - ASK
SHEET 16 of 27
ALL WELDING TO BE IN ACCORDANCE WITH AS1554 PART 1.FOR UNTOLERANCED DIMENSIONS THE FOLLOWING LIMITS SHALL APPLY: FABRICATION 2.0mm MACHINING 0.25mm
NOTE: WHERE ITEM LIST AND DRAWING CONFLICT, CONTACT AUSFAB CONSTRUCTIONS 1300 995 970
APPROX. MASS:kg
DRAWING NOTES: AS1100THIRD ANGLE PROJECTIONTHIS DRAWING IS THE PROPERTY
OF AUSFAB CONSTRUCTIONS. COPYRIGHT IS RESERVED. THIS DRAWING MAY NOT BE COPIED
OR USED IN ANY MANNER EXCEPT AS AGREED TO BY
AUSFAB CONSTRUCTIONS. THE DRAWINGS, IDEAS & INVENTIONS
SHOWN SHALL NOT BE DISCLOSED TO OTHER PARTIES.
40 Kenilworth Street, Warwick, Queensland, Australia 4011Phone: 1300 995 970Fax: 1300 998 983
PROPRIETARY NOTICE
DRAWING No.
EG/DB/NW
APPROVED
SB
JOB NUMBER: 5248
- -
QTY:FINISH REQUIREMENTS-
HOT DIPPED GALVANISED (ALLOW FOR DRAINAGE WHERE APPLICABLE) 2
FKMF B3C
DESCRIPTION
AS BUILT
RELEASED FOR MANUFACTURE
PURPOSE OF DRAWINGFABRICATION
ST52 - Forest Hill STP - Regional Lagoons Upgrade - Sheds - OM Manual
Q-Pulse Id TMS1170 Active 15/05/2015 Page 45 of 65
12 12
77.02°
1996 58
77.02°
87 87
87
0
214
131
4
241
4
351
4
407
2 4
112
58
0
100
203
0
396
0
P5
FKMF B3
P3
P3
P3P5
P30
P8
P8
P8
0
87
173
224
284 318
DETAIL AO SCALE 1 : 5
P3
P8P30
QTY BELOW REFLECTS COMBINED TOTAL REQUIREDFOR FORREST HILL & KALBAR MF BUILDINGS
MARK NO. QTY. DESCRIPTION LENGTH
P5 2 90x12 FL 290FKMF B3 1 180 UB 16.1 4111.95
P3 4 75x10 FL 145P30 1 90x10 FL 150P8 3 75x10 FL 185
01 INITIAL ISSUE 21/12/2012 SDB02 REMOVE DUPLICATE MARK NO. 15/02/2013 SDB03 AS BUILT DRGS 28/06/2013 SDB
REV. AMMENDMENT DATE AMMENDED BYREVISIONS
BEAM FKMF 3DA3SCALE
DRAWN
CHECK -
21/12/12
1:20 UNO
REV 03
DO NOT SCALEIF IN DOUBT - ASK
SHEET 17 of 27
ALL WELDING TO BE IN ACCORDANCE WITH AS1554 PART 1.FOR UNTOLERANCED DIMENSIONS THE FOLLOWING LIMITS SHALL APPLY: FABRICATION 2.0mm MACHINING 0.25mm
NOTE: WHERE ITEM LIST AND DRAWING CONFLICT, CONTACT AUSFAB CONSTRUCTIONS 1300 995 970
APPROX. MASS:kg
DRAWING NOTES: AS1100THIRD ANGLE PROJECTIONTHIS DRAWING IS THE PROPERTY
OF AUSFAB CONSTRUCTIONS. COPYRIGHT IS RESERVED. THIS DRAWING MAY NOT BE COPIED
OR USED IN ANY MANNER EXCEPT AS AGREED TO BY
AUSFAB CONSTRUCTIONS. THE DRAWINGS, IDEAS & INVENTIONS
SHOWN SHALL NOT BE DISCLOSED TO OTHER PARTIES.
40 Kenilworth Street, Warwick, Queensland, Australia 4011Phone: 1300 995 970Fax: 1300 998 983
PROPRIETARY NOTICE
DRAWING No.
EG/DB/NW
APPROVED
SB
JOB NUMBER: 5248
- -
QTY:FINISH REQUIREMENTS-
HOT DIPPED GALVANISED (ALLOW FOR DRAINAGE WHERE APPLICABLE) 2
FKMF B3D
DESCRIPTION
AS BUILT
RELEASED FOR MANUFACTURE
PURPOSE OF DRAWINGFABRICATION
ST52 - Forest Hill STP - Regional Lagoons Upgrade - Sheds - OM Manual
Q-Pulse Id TMS1170 Active 15/05/2015 Page 46 of 65
77.02° 12
12
58 77.02°
58
0
214
131
4
241
4
351
4
407
2 4
112
P5
FKMF B3
P3
P3
P3
P5
0
173
224
284 318
DETAIL AP SCALE 1 : 5
P3
QTY BELOW REFLECTS COMBINED TOTAL REQUIREDFOR FORREST HILL & KALBAR MF BUILDINGS
MARK NO. QTY. DESCRIPTION LENGTH
P5 2 90x12 FL 290FKMF B3 1 180 UB 16.1 4111.95
P3 4 75x10 FL 145
01 INITIAL ISSUE 21/12/2012 SDB02 REMOVE DUPLICATE MARK NO. 15/02/2013 SDB03 AS BUILT DRGS 28/06/2013 SDB
REV. AMMENDMENT DATE AMMENDED BYREVISIONS
BEAM FKMF 3EA3SCALE
DRAWN
CHECK -
21/12/12
1:20 UNO
REV 03
DO NOT SCALEIF IN DOUBT - ASK
SHEET 18 of 27
ALL WELDING TO BE IN ACCORDANCE WITH AS1554 PART 1.FOR UNTOLERANCED DIMENSIONS THE FOLLOWING LIMITS SHALL APPLY: FABRICATION 2.0mm MACHINING 0.25mm
NOTE: WHERE ITEM LIST AND DRAWING CONFLICT, CONTACT AUSFAB CONSTRUCTIONS 1300 995 970
APPROX. MASS:kg
DRAWING NOTES: AS1100THIRD ANGLE PROJECTIONTHIS DRAWING IS THE PROPERTY
OF AUSFAB CONSTRUCTIONS. COPYRIGHT IS RESERVED. THIS DRAWING MAY NOT BE COPIED
OR USED IN ANY MANNER EXCEPT AS AGREED TO BY
AUSFAB CONSTRUCTIONS. THE DRAWINGS, IDEAS & INVENTIONS
SHOWN SHALL NOT BE DISCLOSED TO OTHER PARTIES.
40 Kenilworth Street, Warwick, Queensland, Australia 4011Phone: 1300 995 970Fax: 1300 998 983
PROPRIETARY NOTICE
DRAWING No.
EG/DB/NW
APPROVED
SB
JOB NUMBER: 5248
- -
QTY:FINISH REQUIREMENTS-
HOT DIPPED GALVANISED (ALLOW FOR DRAINAGE WHERE APPLICABLE) 4
FKMF B3E
DESCRIPTION
AS BUILT
RELEASED FOR MANUFACTURE
PURPOSE OF DRAWINGFABRICATION
ST52 - Forest Hill STP - Regional Lagoons Upgrade - Sheds - OM Manual
Q-Pulse Id TMS1170 Active 15/05/2015 Page 47 of 65
241
12
0
250
145
0
265
0
385
0
482
5 4
795
302
2
262
FKMF M2
P23
P23
P23
P23
P1P11 FAR SIDE
P11 FAR SIDE
TYPE A
0
60
128
188 233 241
DETAIL W SCALE 1 : 5
P1P23
P11
DETAIL AQ SCALE 1 : 10
DETAIL AR SCALE 1 : 10
QTY BELOW REFLECTS COMBINED TOTAL REQUIREDFOR FORREST HILL & KALBAR MF BUILDINGS
MARK NO. QTY. DESCRIPTION LENGTH
FKMF M2 1 180 UB 16.1 4813P1 1 130x12 FL 241
P23 4 130x10 FL 136P11 2 50x10 FL 159
01 INITIAL ISSUE 21/12/2012 SDB02 REMOVE DUPLICATE MARK NO. 15/02/2013 SDB03 AS BUILT DRGS 28/06/2013 SDB
REV. AMMENDMENT DATE AMMENDED BYREVISIONS
FKMF MULLION 2AA3SCALE
DRAWN
CHECK -
21/12/12
1:20 UNO
REV 03
DO NOT SCALEIF IN DOUBT - ASK
SHEET 19 of 27
ALL WELDING TO BE IN ACCORDANCE WITH AS1554 PART 1.FOR UNTOLERANCED DIMENSIONS THE FOLLOWING LIMITS SHALL APPLY: FABRICATION 2.0mm MACHINING 0.25mm
NOTE: WHERE ITEM LIST AND DRAWING CONFLICT, CONTACT AUSFAB CONSTRUCTIONS 1300 995 970
APPROX. MASS:kg
DRAWING NOTES: AS1100THIRD ANGLE PROJECTIONTHIS DRAWING IS THE PROPERTY
OF AUSFAB CONSTRUCTIONS. COPYRIGHT IS RESERVED. THIS DRAWING MAY NOT BE COPIED
OR USED IN ANY MANNER EXCEPT AS AGREED TO BY
AUSFAB CONSTRUCTIONS. THE DRAWINGS, IDEAS & INVENTIONS
SHOWN SHALL NOT BE DISCLOSED TO OTHER PARTIES.
40 Kenilworth Street, Warwick, Queensland, Australia 4011Phone: 1300 995 970Fax: 1300 998 983
PROPRIETARY NOTICE
DRAWING No.
EG/DB/NW
APPROVED
SB
JOB NUMBER: 5248
- -
QTY:FINISH REQUIREMENTS-
HOT DIPPED GALVANISED (ALLOW FOR DRAINAGE WHERE APPLICABLE) 2
FKMF M2A
DESCRIPTION
AS BUILT
RELEASED FOR MANUFACTURE
PURPOSE OF DRAWINGFABRICATION
ST52 - Forest Hill STP - Regional Lagoons Upgrade - Sheds - OM Manual
Q-Pulse Id TMS1170 Active 15/05/2015 Page 48 of 65
12
0
250
145
0
265
0
385
0
482
5 4
795
10 X QTY 9 15
0
475
0
416
0
357
0
298
0
239
0
180
0
121
0
620
30
FKMF M2
P23
P23
P23
P23
P1TYPE B
0
60
128
188 226 233 241
DETAIL W SCALE 1 : 5
QTY BELOW REFLECTS COMBINED TOTAL REQUIREDFOR FORREST HILL & KALBAR MF BUILDINGS
01 INITIAL ISSUE 21/12/2012 SDB02 REMOVE DUPLICATE MARK NO. 15/02/2013 SDB03 AS BUILT DRGS 28/06/2013 SDB
REV. AMMENDMENT DATE AMMENDED BYREVISIONS
MARK NO. QTY. DESCRIPTION LENGTH
FKMF M2 1 180 UB 16.1 4813
P1 1 130x12 FL 241
P23 8 130x10 FL 136
FKMF MULLION 2BA3SCALE
DRAWN
CHECK -
21/12/12
1:20 UNO
REV 03
DO NOT SCALEIF IN DOUBT - ASK
SHEET 20 of 27
ALL WELDING TO BE IN ACCORDANCE WITH AS1554 PART 1.FOR UNTOLERANCED DIMENSIONS THE FOLLOWING LIMITS SHALL APPLY: FABRICATION 2.0mm MACHINING 0.25mm
NOTE: WHERE ITEM LIST AND DRAWING CONFLICT, CONTACT AUSFAB CONSTRUCTIONS 1300 995 970
APPROX. MASS:kg
DRAWING NOTES: AS1100THIRD ANGLE PROJECTIONTHIS DRAWING IS THE PROPERTY
OF AUSFAB CONSTRUCTIONS. COPYRIGHT IS RESERVED. THIS DRAWING MAY NOT BE COPIED
OR USED IN ANY MANNER EXCEPT AS AGREED TO BY
AUSFAB CONSTRUCTIONS. THE DRAWINGS, IDEAS & INVENTIONS
SHOWN SHALL NOT BE DISCLOSED TO OTHER PARTIES.
40 Kenilworth Street, Warwick, Queensland, Australia 4011Phone: 1300 995 970Fax: 1300 998 983
PROPRIETARY NOTICE
DRAWING No.
EG/DB/NW
APPROVED
SB
JOB NUMBER: 5248
- -
QTY:FINISH REQUIREMENTS-
HOT DIPPED GALVANISED (ALLOW FOR DRAINAGE WHERE APPLICABLE) 2
FKMF M2B
DESCRIPTION
AS BUILT
RELEASED FOR MANUFACTURE
PURPOSE OF DRAWINGFABRICATION
ST52 - Forest Hill STP - Regional Lagoons Upgrade - Sheds - OM Manual
Q-Pulse Id TMS1170 Active 15/05/2015 Page 49 of 65
10 10
0
250
145
0
265
0
385
0
409
3
4143
100
FKMF M1
P3
P3
P3
P3
P1
P2
P4
DETAIL AC SCALE 1 : 5
P3
P4
QTY BELOW REFLECTS COMBINED TOTAL REQUIREDFOR FORREST HILL & KALBAR MF BUILDINGS
MARK NO. QTY. DESCRIPTION LENGTH
FKMF M1 1 65x65x4 SHS 4073.31P4 1 75x10 FL 215P1 1 10MM CAP PLATE 61 X 61P2 1 75x10 FL 150P3 4 75x10 FL 145
01 INITIAL ISSUE 21/12/2012 SDB02 REMOVE DUPLICATE MARK NO. 15/02/2013 SDB03 AS BUILT DRGS 28/06/2013 SDB
REV. AMMENDMENT DATE AMMENDED BYREVISIONS
FKMF MULLION 1A3SCALE
DRAWN
CHECK -
21/12/12
1:20 UNO
REV 03
DO NOT SCALEIF IN DOUBT - ASK
SHEET 21 of 27
ALL WELDING TO BE IN ACCORDANCE WITH AS1554 PART 1.FOR UNTOLERANCED DIMENSIONS THE FOLLOWING LIMITS SHALL APPLY: FABRICATION 2.0mm MACHINING 0.25mm
NOTE: WHERE ITEM LIST AND DRAWING CONFLICT, CONTACT AUSFAB CONSTRUCTIONS 1300 995 970
APPROX. MASS:kg
DRAWING NOTES: AS1100THIRD ANGLE PROJECTIONTHIS DRAWING IS THE PROPERTY
OF AUSFAB CONSTRUCTIONS. COPYRIGHT IS RESERVED. THIS DRAWING MAY NOT BE COPIED
OR USED IN ANY MANNER EXCEPT AS AGREED TO BY
AUSFAB CONSTRUCTIONS. THE DRAWINGS, IDEAS & INVENTIONS
SHOWN SHALL NOT BE DISCLOSED TO OTHER PARTIES.
40 Kenilworth Street, Warwick, Queensland, Australia 4011Phone: 1300 995 970Fax: 1300 998 983
PROPRIETARY NOTICE
DRAWING No.
EG/DB/NW
APPROVED
SB
JOB NUMBER: 5248
- -
QTY:FINISH REQUIREMENTS-
HOT DIPPED GALVANISED (ALLOW FOR DRAINAGE WHERE APPLICABLE) 4
FKMF M1
DESCRIPTION
AS BUILT
RELEASED FOR MANUFACTURE
PURPOSE OF DRAWINGFABRICATION
ST52 - Forest Hill STP - Regional Lagoons Upgrade - Sheds - OM Manual
Q-Pulse Id TMS1170 Active 15/05/2015 Page 50 of 65
8 8
0
73
106
5
347
9
355
2
P32
FKMF HB1
P33
P29
P29
P32
54 72
DETAIL AS SCALE 1 : 2
P33
P32
QTY BELOW REFLECTS COMBINED TOTAL REQUIREDFOR FORREST HILL & KALBAR MF BUILDINGS
MARK NO. QTY. DESCRIPTION LENGTH
FKMF HB1 1 90x90x3.50 SHS 3405.5P32 2 100x10 FL 122P33 1 100x10 FL 140P29 2 8MM CAP PLATES 86.50 X 86.50
01 INITIAL ISSUE 21/12/2012 SDB02 REMOVE DUPLICATE MARK NO. 15/02/2013 SDB03 AS BUILT DRGS 28/06/2013 SDB
REV. AMMENDMENT DATE AMMENDED BYREVISIONS
FKMF HEADER BEAM 1A3SCALE
DRAWN
CHECK -
21/12/12
1:10 UNO
REV 03
DO NOT SCALEIF IN DOUBT - ASK
SHEET 22 of 27
ALL WELDING TO BE IN ACCORDANCE WITH AS1554 PART 1.FOR UNTOLERANCED DIMENSIONS THE FOLLOWING LIMITS SHALL APPLY: FABRICATION 2.0mm MACHINING 0.25mm
NOTE: WHERE ITEM LIST AND DRAWING CONFLICT, CONTACT AUSFAB CONSTRUCTIONS 1300 995 970
APPROX. MASS:kg
DRAWING NOTES: AS1100THIRD ANGLE PROJECTIONTHIS DRAWING IS THE PROPERTY
OF AUSFAB CONSTRUCTIONS. COPYRIGHT IS RESERVED. THIS DRAWING MAY NOT BE COPIED
OR USED IN ANY MANNER EXCEPT AS AGREED TO BY
AUSFAB CONSTRUCTIONS. THE DRAWINGS, IDEAS & INVENTIONS
SHOWN SHALL NOT BE DISCLOSED TO OTHER PARTIES.
40 Kenilworth Street, Warwick, Queensland, Australia 4011Phone: 1300 995 970Fax: 1300 998 983
PROPRIETARY NOTICE
DRAWING No.
EG/DB/NW
APPROVED
SB
JOB NUMBER: 5248
- -
QTY:FINISH REQUIREMENTS-
HOT DIPPED GALVANISED (ALLOW FOR DRAINAGE WHERE APPLICABLE) 2
FKMF HB1
DESCRIPTION
AS BUILT
RELEASED FOR MANUFACTURE
PURPOSE OF DRAWINGFABRICATION
ST52 - Forest Hill STP - Regional Lagoons Upgrade - Sheds - OM Manual
Q-Pulse Id TMS1170 Active 15/05/2015 Page 51 of 65
2360 2430
2230
8 8
940
10
QTY BELOW REFLECTS COMBINED TOTAL REQUIREDFOR FORREST HILL & KALBAR MF BUILDINGS
P32
FKMF HB1
P33
P29
P29
P32
54 72
DETAIL AT SCALE 1 : 2
P33
P32
MARK NO. QTY. DESCRIPTION LENGTH
FKMF HB1 1 90x90x4 SHS 2213.5
P29 2 8MM CAP PLATES 87 X 87
P32 2 100x10 FL 122
P33 1 100x10 FL 140
01 INITIAL ISSUE 21/12/2012 SDB02 REMOVE DUPLICATE MARK NO. 15/02/2013 SDB03 AS BUILT DRGS 28/06/2013 SDB
REV. AMMENDMENT DATE AMMENDED BYREVISIONS
FKMF HEADER BEAM 2A3SCALE
DRAWN
CHECK -
21/12/12
1:10 UNO
REV 03
DO NOT SCALEIF IN DOUBT - ASK
SHEET 23 of 27
ALL WELDING TO BE IN ACCORDANCE WITH AS1554 PART 1.FOR UNTOLERANCED DIMENSIONS THE FOLLOWING LIMITS SHALL APPLY: FABRICATION 2.0mm MACHINING 0.25mm
NOTE: WHERE ITEM LIST AND DRAWING CONFLICT, CONTACT AUSFAB CONSTRUCTIONS 1300 995 970
APPROX. MASS:kg
DRAWING NOTES: AS1100THIRD ANGLE PROJECTIONTHIS DRAWING IS THE PROPERTY
OF AUSFAB CONSTRUCTIONS. COPYRIGHT IS RESERVED. THIS DRAWING MAY NOT BE COPIED
OR USED IN ANY MANNER EXCEPT AS AGREED TO BY
AUSFAB CONSTRUCTIONS. THE DRAWINGS, IDEAS & INVENTIONS
SHOWN SHALL NOT BE DISCLOSED TO OTHER PARTIES.
40 Kenilworth Street, Warwick, Queensland, Australia 4011Phone: 1300 995 970Fax: 1300 998 983
PROPRIETARY NOTICE
DRAWING No.
EG/DB/NW
APPROVED
SB
JOB NUMBER: 5248
- -
QTY:FINISH REQUIREMENTS-
HOT DIPPED GALVANISED (ALLOW FOR DRAINAGE WHERE APPLICABLE) 2
FKMF HB2
DESCRIPTION
AS BUILT
RELEASED FOR MANUFACTURE
PURPOSE OF DRAWINGFABRICATION
ST52 - Forest Hill STP - Regional Lagoons Upgrade - Sheds - OM Manual
Q-Pulse Id TMS1170 Active 15/05/2015 Page 52 of 65
16
10 X QTY 9
0
25
615
120
5
179
5
238
5
297
5
356
5
415
5
465
0
460
0
5
32
85
32
60 12.5
16
10
10
5
QTY BELOW REFLECTS COMBINED TOTAL REQUIREDFOR FORREST HILL & KALBAR MF BUILDINGS
DESCRIPTION MARK NO. LENGTH32x5 FL FKMF MCB1 4650
01 INITIAL ISSUE 21/12/2012 SDB02 REMOVE DUPLICATE MARK NO. 15/02/2013 SDB03 AS BUILT DRGS 28/06/2013 SDB
REV. AMMENDMENT DATE AMMENDED BYREVISIONS
MARK NO. DESCRIPTION LENGTHFKMF MCB2 32x5 FL 85
MESH CLAMP BAR 1 & 2A3SCALE
DRAWN
CHECK -
21/12/12
1:2 UNO
REV 03
DO NOT SCALEIF IN DOUBT - ASK
SHEET 24 of 27
ALL WELDING TO BE IN ACCORDANCE WITH AS1554 PART 1.FOR UNTOLERANCED DIMENSIONS THE FOLLOWING LIMITS SHALL APPLY: FABRICATION 2.0mm MACHINING 0.25mm
NOTE: WHERE ITEM LIST AND DRAWING CONFLICT, CONTACT AUSFAB CONSTRUCTIONS 1300 995 970
APPROX. MASS:kg
DRAWING NOTES: AS1100THIRD ANGLE PROJECTIONTHIS DRAWING IS THE PROPERTY
OF AUSFAB CONSTRUCTIONS. COPYRIGHT IS RESERVED. THIS DRAWING MAY NOT BE COPIED
OR USED IN ANY MANNER EXCEPT AS AGREED TO BY
AUSFAB CONSTRUCTIONS. THE DRAWINGS, IDEAS & INVENTIONS
SHOWN SHALL NOT BE DISCLOSED TO OTHER PARTIES.
40 Kenilworth Street, Warwick, Queensland, Australia 4011Phone: 1300 995 970Fax: 1300 998 983
PROPRIETARY NOTICE
DRAWING No.
EG/DB/NW
APPROVED
SB
JOB NUMBER: 5248
- -
QTY:FINISH REQUIREMENTS-
HOT DIPPED GALVANISED (ALLOW FOR DRAINAGE WHERE APPLICABLE)
8 OF EACH
MCB1
DESCRIPTION
AS BUILT
RELEASED FOR MANUFACTURE
PURPOSE OF DRAWINGFABRICATION
ST52 - Forest Hill STP - Regional Lagoons Upgrade - Sheds - OM Manual
Q-Pulse Id TMS1170 Active 15/05/2015 Page 53 of 65
372
20
20
16 16
50
50
5
412
QTY BELOW REFLECTS COMBINED TOTAL REQUIREDFOR FORREST HILL & KALBAR MF BUILDINGS
01 INITIAL ISSUE 21/12/2012 SDB02 REMOVE DUPLICATE MARK NO. 15/02/2013 SDB03 AS BUILT DRGS 28/06/2013 SDB
REV. AMMENDMENT DATE AMMENDED BYREVISIONS
PURLIN FLY BRACEA3SCALE
DRAWN
CHECK -
21/12/12
1:5 UNO
REV 03
DO NOT SCALEIF IN DOUBT - ASK
SHEET 25 of 27
ALL WELDING TO BE IN ACCORDANCE WITH AS1554 PART 1.FOR UNTOLERANCED DIMENSIONS THE FOLLOWING LIMITS SHALL APPLY: FABRICATION 2.0mm MACHINING 0.25mm
NOTE: WHERE ITEM LIST AND DRAWING CONFLICT, CONTACT AUSFAB CONSTRUCTIONS 1300 995 970
APPROX. MASS:kg
DRAWING NOTES: AS1100THIRD ANGLE PROJECTIONTHIS DRAWING IS THE PROPERTY
OF AUSFAB CONSTRUCTIONS. COPYRIGHT IS RESERVED. THIS DRAWING MAY NOT BE COPIED
OR USED IN ANY MANNER EXCEPT AS AGREED TO BY
AUSFAB CONSTRUCTIONS. THE DRAWINGS, IDEAS & INVENTIONS
SHOWN SHALL NOT BE DISCLOSED TO OTHER PARTIES.
40 Kenilworth Street, Warwick, Queensland, Australia 4011Phone: 1300 995 970Fax: 1300 998 983
PROPRIETARY NOTICE
DRAWING No.
EG/DB/NW
APPROVED
SB
JOB NUMBER: 5248
- -
QTY:FINISH REQUIREMENTS-
HOT DIPPED GALVANISED (ALLOW FOR DRAINAGE WHERE APPLICABLE) 16
PFB
DESCRIPTION
AS BUILT
RELEASED FOR MANUFACTURE
PURPOSE OF DRAWINGFABRICATION
ST52 - Forest Hill STP - Regional Lagoons Upgrade - Sheds - OM Manual
Q-Pulse Id TMS1170 Active 15/05/2015 Page 54 of 65
50 6
50X50X6 MSAAN3 12 QTY
24
72
18 X2
10 X 45° TYP
15
33
100
P22 8 QTY
100
130 80 25
60
20
P25 3 QTY
150
80
10 105
100 33 15
44
P30 6 QTY
140
72 34
35 1
00
10 X 45° TYP
P33 4 QTY
87
87
5 X 45° TYP
P29 8 QTY
122
100
35 25
72
10 X 45° TYP
P32 8 QTY
8
10
10
10
10
10
65
25
33
15
P31 56 QTY
10
61.41°
50 25 2
5 5
0
136
164
20 X2
P21 4 QTY
130
136
60
35
38
9 X 45°TYP
P23 42 QTY
10
42.04°
50 25
50
25
178
122
20 X2
P28 4 QTY
10
49.66°
50 25
171
25
50
129
20 X2
P19 4 QTY
10
33.29° 2
38
50
25 25
50
20 X2 162
P18 12 QTY
27.65°
50 25
25
50
198
102
20 X2 P24 8 QTY
10
55.40°
50 25
25
50
133
167
20 X2
P20 4 QTY
25.66°
50
25
25
50
98
202
20 X2
P27 8 QTY
29.67°
50 25
106
25
50
194
20 X2
P26 4 QTY
10 10 10
10
78°
307 11
6
50 6
AN4 6 QTY
80°
303 9
150
90
81
10
80 36
19
100
31
P34 2 QTY
10
10
NOTE; ALL SLOTS ARE 16X32 UNO. (32 DIM. MAY BE +/-2MM IF PUNCH NOT AVAILABLE).
ALL HOLE SIZES DIMENSIONED SHEET 201 INITIAL ISSUE 21/12/2012 SDB02 REMOVE DUPLICATE MARK NO. 15/02/2013 SDB03 AS BUILT DRGS 28/06/2013 SDB
REV. AMMENDMENT DATE AMMENDED BYREVISIONS
A3SCALE
DRAWN
CHECK -
21/12/12
1:5 UNO
REV 03
DO NOT SCALEIF IN DOUBT - ASK
ALL WELDING TO BE IN ACCORDANCE WITH AS1554 PART 1.FOR UNTOLERANCED DIMENSIONS THE FOLLOWING LIMITS SHALL APPLY: FABRICATION 2.0mm MACHINING 0.25mm
NOTE: WHERE ITEM LIST AND DRAWING CONFLICT, CONTACT AUSFAB CONSTRUCTIONS 1300 995 970
APPROX. MASS:kg
DRAWING NOTES: AS1100THIRD ANGLE PROJECTIONTHIS DRAWING IS THE PROPERTY
OF AUSFAB CONSTRUCTIONS. COPYRIGHT IS RESERVED. THIS DRAWING MAY NOT BE COPIED
OR USED IN ANY MANNER EXCEPT AS AGREED TO BY
AUSFAB CONSTRUCTIONS. THE DRAWINGS, IDEAS & INVENTIONS
SHOWN SHALL NOT BE DISCLOSED TO OTHER PARTIES.
40 Kenilworth Street, Warwick, Queensland, Australia 4011Phone: 1300 995 970Fax: 1300 998 983
PROPRIETARY NOTICE
DRAWING No.
EG/DB/NW
APPROVED
SB
JOB NUMBER: 5248
- -
QTY:FINISH REQUIREMENTS-
HOT DIPPED GALVANISED (ALLOW FOR DRAINAGE WHERE APPLICABLE)
DESCRIPTION
AS BUILT
RELEASED FOR MANUFACTURE
PURPOSE OF DRAWINGFABRICATION
PLATE SIZES AND QTYSFOR REG LAGOON SHEDS
PLATE SIZES AND QTYS
SEE INDIVIDUAL
QTYS
ST52 - Forest Hill STP - Regional Lagoons Upgrade - Sheds - OM Manual
Q-Pulse Id TMS1170 Active 15/05/2015 Page 55 of 65
400
6
A
40
407
2
77.02°
102.98°
FKMF B3 6 QTY180 UB 16.1
498
3
B
FKMF C1 6 QTY180 UB 16.1
67
17 X2 0 105
820
180 UB 16.1FKMF C2 2 QTY TYPE A
17 X2
67
0 105
820
FKMF C2 1 QTY TYPE B180 UB 16.1
498
3
FKMF C2 3 QTY TYPE C180 UB 16.1
481
3
72 173
51
30
19 X2
FKMF M2 1 QTY TYPE A180 UB 16.1
15
10 X9
0 18
608
1198
1788
2378
2968
3558
4148
4738
4983
FAR SIDEAS PER DETAIL B
72 173
51
30
19 X2
FKMF M2 1 QTY TYPE B180 UB 16.1
15
10X9
0 18
608
1198
1788
2378
2968
3558
4148
4738 4813
55 0
71 136
236 301 1
73
90
173
90
173
90
173
90 173
90 55
0
130 195
295 360
90
173
173
90
NEAR SIDEAS PER DETAIL B
01 INITIAL ISSUE 21/12/2012 SDB02 REMOVE DUPLICATE MARK NO. 15/02/2013 SDB03 AS BUILT DRGS 28/06/2013 SDB
REV. AMMENDMENT DATE AMMENDED BYREVISIONS
COLUMN FKMF C1BA3SCALE
DRAWN
CHECK -
21/12/12
1:5 UNO
REV 03
DO NOT SCALEIF IN DOUBT - ASK
SHEET 27 of 27
ALL WELDING TO BE IN ACCORDANCE WITH AS1554 PART 1.FOR UNTOLERANCED DIMENSIONS THE FOLLOWING LIMITS SHALL APPLY: FABRICATION 2.0mm MACHINING 0.25mm
NOTE: WHERE ITEM LIST AND DRAWING CONFLICT, CONTACT AUSFAB CONSTRUCTIONS 1300 995 970
APPROX. MASS:kg
DRAWING NOTES: AS1100THIRD ANGLE PROJECTIONTHIS DRAWING IS THE PROPERTY
OF AUSFAB CONSTRUCTIONS. COPYRIGHT IS RESERVED. THIS DRAWING MAY NOT BE COPIED
OR USED IN ANY MANNER EXCEPT AS AGREED TO BY
AUSFAB CONSTRUCTIONS. THE DRAWINGS, IDEAS & INVENTIONS
SHOWN SHALL NOT BE DISCLOSED TO OTHER PARTIES.
40 Kenilworth Street, Warwick, Queensland, Australia 4011Phone: 1300 995 970Fax: 1300 998 983
PROPRIETARY NOTICE
DRAWING No.
EG/DB/NW
APPROVED
SB
JOB NUMBER: 5248
- -
QTY:FINISH REQUIREMENTS-
HOT DIPPED GALVANISED (ALLOW FOR DRAINAGE WHERE APPLICABLE)
FKMF C1B
DESCRIPTION
AS BUILT
RELEASED FOR MANUFACTURE
PURPOSE OF DRAWINGFABRICATION
2 X ABOVE QTYS
ST52 - Forest Hill STP - Regional Lagoons Upgrade - Sheds - OM Manual
Q-Pulse Id TMS1170 Active 15/05/2015 Page 56 of 65
23
3
6
6
6
7
1
2
45
9
10
8
8
NOTES-JORY PARTS STANDARD OUT OF JORY CATALOGUE1.GATE 1B IS OPPOSITE HAND TO GATE 1A2.GATE 2B IS OPPOSITE HAND TO GATE 2A3.
ITEM NO. DESCRIPTION QTY Part No
1 JORY ASSEMBLY S4/AA/BP4 12 S4/AA/BP4
2 GATE 1A 2 5248-D-A1-A3-P33 GATE 1B 2 5248-D-A1-A3-P34 GATE 2A 1 5248-D-A1-A3-P35 GATE 2B 1 5248-D-A1-A3-P36 MESH SUPPORT 1 4 5248-D-A1-A3-P27 MESH SUPPORT 2 1 5248-D-A1-A3-P28 MESH SECTION 1 2 5248-D-A1-A3-P69 MESH SECTION 2 1 5248-D-A1-A3-P6
10 MESH SECTION 3 1 5248-D-A1-A3-P8
01 INITIAL ISSUE 7/01/2013 SDB02 FINAL DIMS 8/05/2013 SDB03 AS BUILT DRGS 28/06/2013 SDB
REV. AMMENDMENT DATE AMMENDED BYREVISIONS
FORREST HILL & KALBAR GATES AND MESH SECTIONS
A3SCALE
DRAWN
CHECK 7/01/13
7/01/13
1:30 UNO
REV 03
DO NOT SCALEIF IN DOUBT - ASK
SHEET 1 of 8
ALL WELDING TO BE IN ACCORDANCE WITH AS1554 PART 1.FOR UNTOLERANCED DIMENSIONS THE FOLLOWING LIMITS SHALL APPLY: FABRICATION 2.0mm MACHINING 0.25mm
NOTE: WHERE ITEM LIST AND DRAWING CONFLICT, CONTACT AUSFAB CONSTRUCTIONS 1300 995 970
APPROX. MASS:kg
DRAWING NOTES: AS1100THIRD ANGLE PROJECTIONTHIS DRAWING IS THE PROPERTY
OF AUSFAB CONSTRUCTIONS. COPYRIGHT IS RESERVED. THIS DRAWING MAY NOT BE COPIED
OR USED IN ANY MANNER EXCEPT AS AGREED TO BY
AUSFAB CONSTRUCTIONS. THE DRAWINGS, IDEAS & INVENTIONS
SHOWN SHALL NOT BE DISCLOSED TO OTHER PARTIES.
40 Kenilworth Street, Warwick, Queensland, Australia 4011Phone: 1300 995 970Fax: 1300 998 983
PROPRIETARY NOTICE
DRAWING No.
EG/NW
APPROVED
SB
JOB NUMBER: 5248
- -
QTY:FINISH REQUIREMENTS- GALVANISED 2 X BOM
TABLE QTYS
5248-A-A1-A3
DESCRIPTION
AS BUILT
S
RELEASED FOR MANUFACTURE
PURPOSE OF DRAWINGFABRICATION
ST52 - Forest Hill STP - Regional Lagoons Upgrade - Sheds - OM Manual
Q-Pulse Id TMS1170 Active 15/05/2015 Page 57 of 65
404
2
1402
162
9
40
156
R131 (OUTER)
358
BB
A
51
4
3
6
6
2
130
1
0 6
50
10
100
8
158
DETAIL A SCALE 1 : 10
SECTION B-BROTATED
90°
17
16
90°
42
DETAIL C SCALE 1 : 10
SEE NOTE ON SHEET 1REGARDING GATE 1B
QTY BELOW REFLECTS TOTAL REQUIRED FOR FORREST HILL AND KALBAR MF BUILDINGS
ITEM NO. QTY. DESCRIPTION LENGTH1 1 42x2 CHS 40002 1 42x2 CHS 6667.983 1 DIA 16 RB 1137.124 2 DIA 12 RB 461.175 1 48x2 CHS 506 2 40x10 FL 89.17
7 1 50X50X4 GAL MESH 3958 X 1318
01 INITIAL ISSUE 7/01/2013 SDB02 FINAL DIMS 8/05/2013 SDB03 AS BUILT DRGS 28/06/2013 SDB
REV. AMMENDMENT DATE AMMENDED BYREVISIONS
GATE 1AA3SCALE
DRAWN
CHECK 7/01/13
7/01/13
1:20 UNO
REV 03
DO NOT SCALEIF IN DOUBT - ASK
SHEET 2 of 8
ALL WELDING TO BE IN ACCORDANCE WITH AS1554 PART 1.FOR UNTOLERANCED DIMENSIONS THE FOLLOWING LIMITS SHALL APPLY: FABRICATION 2.0mm MACHINING 0.25mm
NOTE: WHERE ITEM LIST AND DRAWING CONFLICT, CONTACT AUSFAB CONSTRUCTIONS 1300 995 970
APPROX. MASS:kg
DRAWING NOTES: AS1100THIRD ANGLE PROJECTIONTHIS DRAWING IS THE PROPERTY
OF AUSFAB CONSTRUCTIONS. COPYRIGHT IS RESERVED. THIS DRAWING MAY NOT BE COPIED
OR USED IN ANY MANNER EXCEPT AS AGREED TO BY
AUSFAB CONSTRUCTIONS. THE DRAWINGS, IDEAS & INVENTIONS
SHOWN SHALL NOT BE DISCLOSED TO OTHER PARTIES.
40 Kenilworth Street, Warwick, Queensland, Australia 4011Phone: 1300 995 970Fax: 1300 998 983
PROPRIETARY NOTICE
DRAWING No.
EG/NW
APPROVED
SB
JOB NUMBER: 5248
- -
QTY:FINISH REQUIREMENTS- GALVANISED 4
5248-D-A1-A3-P3
DESCRIPTION
AS BUILT
S
RELEASED FOR MANUFACTURE
PURPOSE OF DRAWINGFABRICATION
ST52 - Forest Hill STP - Regional Lagoons Upgrade - Sheds - OM Manual
Q-Pulse Id TMS1170 Active 15/05/2015 Page 58 of 65
334
2
1187
162
9
40
156
R131 (OUTER)
358
BB
A
51
4
3
6
6
2
130
1
0 6
50
10
100
8
158
DETAIL A SCALE 1 : 10
SECTION B-BROTATED
42
17
71
DETAIL C SCALE 1 : 10
SEE NOTE ON SHEET 1REGARDING GATE 2B
QTY BELOW REFLECTS TOTAL REQUIRED FOR FORREST HILL AND KALBAR MF BUILDINGS
ITEM NO. QTY. DESCRIPTION LENGTH1 1 42x2 CHS 33002 1 42x2 CHS 5537.983 1 DIA 16 RB 1137.124 2 DIA 12 RB 461.175 1 48x2 CHS 506 2 40x10 FL 89.17
7 1 50X50X4 GAL MESH 3258 X 1103
01 INITIAL ISSUE 7/01/2013 SDB02 FINAL DIMS 8/05/2013 SDB03 AS BUILT DRGS 28/06/2013 SDB
REV. AMMENDMENT DATE AMMENDED BYREVISIONS
GATE 2AA3SCALE
DRAWN
CHECK 7/01/13
7/01/13
1:20 UNO
REV 03
DO NOT SCALEIF IN DOUBT - ASK
SHEET 3 of 8
ALL WELDING TO BE IN ACCORDANCE WITH AS1554 PART 1.FOR UNTOLERANCED DIMENSIONS THE FOLLOWING LIMITS SHALL APPLY: FABRICATION 2.0mm MACHINING 0.25mm
NOTE: WHERE ITEM LIST AND DRAWING CONFLICT, CONTACT AUSFAB CONSTRUCTIONS 1300 995 970
APPROX. MASS:kg
DRAWING NOTES: AS1100THIRD ANGLE PROJECTIONTHIS DRAWING IS THE PROPERTY
OF AUSFAB CONSTRUCTIONS. COPYRIGHT IS RESERVED. THIS DRAWING MAY NOT BE COPIED
OR USED IN ANY MANNER EXCEPT AS AGREED TO BY
AUSFAB CONSTRUCTIONS. THE DRAWINGS, IDEAS & INVENTIONS
SHOWN SHALL NOT BE DISCLOSED TO OTHER PARTIES.
40 Kenilworth Street, Warwick, Queensland, Australia 4011Phone: 1300 995 970Fax: 1300 998 983
PROPRIETARY NOTICE
DRAWING No.
EG/NW
APPROVED
SB
JOB NUMBER: 5248
- -
QTY:FINISH REQUIREMENTS- GALVANISED 4
5248-D-A1-A3-P3
DESCRIPTION
AS BUILT
S
RELEASED FOR MANUFACTURE
PURPOSE OF DRAWINGFABRICATION
ST52 - Forest Hill STP - Regional Lagoons Upgrade - Sheds - OM Manual
Q-Pulse Id TMS1170 Active 15/05/2015 Page 59 of 65
2975
5
5
40
80
20 15
40 20
15 GAL HOLE
40
1
2
2 80
40
20
40
20 2
0
15
PACKERS REQUIREDQTY 12 IN 2MM1.QTY 12 IN 3MM2.QTY 12 IN 5MM3.
QTY BELOW REFLECTS TOTAL REQUIRED FOR FORREST HILL AND KALBAR MF BUILDINGS
ITEM NO. QTY. DESCRIPTION LENGTH
1 1 40x40x3 SHS 2964.5
2 2 40x5 FL 80
01 INITIAL ISSUE 7/01/2013 SDB02 FINAL DIMS 8/05/2013 SDB03 AS BUILT DRGS 28/06/2013 SDB
REV. AMMENDMENT DATE AMMENDED BYREVISIONS
MESH SUPPORT 1A3SCALE
DRAWN
CHECK 7/01/13
7/01/13
1:10 UNO
REV 03
DO NOT SCALEIF IN DOUBT - ASK
SHEET 4 of 8
ALL WELDING TO BE IN ACCORDANCE WITH AS1554 PART 1.FOR UNTOLERANCED DIMENSIONS THE FOLLOWING LIMITS SHALL APPLY: FABRICATION 2.0mm MACHINING 0.25mm
NOTE: WHERE ITEM LIST AND DRAWING CONFLICT, CONTACT AUSFAB CONSTRUCTIONS 1300 995 970
APPROX. MASS:kg
DRAWING NOTES: AS1100THIRD ANGLE PROJECTIONTHIS DRAWING IS THE PROPERTY
OF AUSFAB CONSTRUCTIONS. COPYRIGHT IS RESERVED. THIS DRAWING MAY NOT BE COPIED
OR USED IN ANY MANNER EXCEPT AS AGREED TO BY
AUSFAB CONSTRUCTIONS. THE DRAWINGS, IDEAS & INVENTIONS
SHOWN SHALL NOT BE DISCLOSED TO OTHER PARTIES.
40 Kenilworth Street, Warwick, Queensland, Australia 4011Phone: 1300 995 970Fax: 1300 998 983
PROPRIETARY NOTICE
DRAWING No.
EG/NW
APPROVED
SB
JOB NUMBER: 5248
- -
QTY:FINISH REQUIREMENTS- GALVANISED 8
5248-D-A1-A3-P2
DESCRIPTION
AS BUILT
S
RELEASED FOR MANUFACTURE
PURPOSE OF DRAWINGFABRICATION
ST52 - Forest Hill STP - Regional Lagoons Upgrade - Sheds - OM Manual
Q-Pulse Id TMS1170 Active 15/05/2015 Page 60 of 65
2550
5
5
40
80
20 15
40 20
15 GAL HOLE
40
1
2
2
QTY BELOW REFLECTS TOTAL REQUIRED FOR FORREST HILL AND KALBAR MF BUILDINGS
ITEM NO. QTY. DESCRIPTION LENGTH
1 1 40x40x3 SHS 2539.5
2 2 40x5 FL 80
01 INITIAL ISSUE 7/01/2013 SDB02 FINAL DIMS 8/05/2013 SDB03 AS BUILT DRGS 28/06/2013 SDB
REV. AMMENDMENT DATE AMMENDED BYREVISIONS
MESH SUPPORT 2A3SCALE
DRAWN
CHECK 7/01/13
7/01/13
1:10 UNO
REV 03
DO NOT SCALEIF IN DOUBT - ASK
SHEET 5 of 8
ALL WELDING TO BE IN ACCORDANCE WITH AS1554 PART 1.FOR UNTOLERANCED DIMENSIONS THE FOLLOWING LIMITS SHALL APPLY: FABRICATION 2.0mm MACHINING 0.25mm
NOTE: WHERE ITEM LIST AND DRAWING CONFLICT, CONTACT AUSFAB CONSTRUCTIONS 1300 995 970
APPROX. MASS:kg
DRAWING NOTES: AS1100THIRD ANGLE PROJECTIONTHIS DRAWING IS THE PROPERTY
OF AUSFAB CONSTRUCTIONS. COPYRIGHT IS RESERVED. THIS DRAWING MAY NOT BE COPIED
OR USED IN ANY MANNER EXCEPT AS AGREED TO BY
AUSFAB CONSTRUCTIONS. THE DRAWINGS, IDEAS & INVENTIONS
SHOWN SHALL NOT BE DISCLOSED TO OTHER PARTIES.
40 Kenilworth Street, Warwick, Queensland, Australia 4011Phone: 1300 995 970Fax: 1300 998 983
PROPRIETARY NOTICE
DRAWING No.
EG/NW
APPROVED
SB
JOB NUMBER: 5248
- -
QTY:FINISH REQUIREMENTS- GALVANISED 4
5248-D-A1-A3-P2
DESCRIPTION
AS BUILT
S
RELEASED FOR MANUFACTURE
PURPOSE OF DRAWINGFABRICATION
ST52 - Forest Hill STP - Regional Lagoons Upgrade - Sheds - OM Manual
Q-Pulse Id TMS1170 Active 15/05/2015 Page 61 of 65
2945
823
50X50X4.0 MESH
QTY BELOW REFLECTS TOTAL REQUIRED FOR FORREST HILL AND KALBAR MF BUILDINGS
01 INITIAL ISSUE 7/01/2013 SDB02 FINAL DIMS 8/05/2013 SDB03 AS BUILT DRGS 28/06/2013 SDB
REV. AMMENDMENT DATE AMMENDED BYREVISIONS
MESH SECTION 1A3SCALE
DRAWN
CHECK 7/01/13
7/01/13
1:10 UNO
REV 03
DO NOT SCALEIF IN DOUBT - ASK
SHEET 6 of 8
ALL WELDING TO BE IN ACCORDANCE WITH AS1554 PART 1.FOR UNTOLERANCED DIMENSIONS THE FOLLOWING LIMITS SHALL APPLY: FABRICATION 2.0mm MACHINING 0.25mm
NOTE: WHERE ITEM LIST AND DRAWING CONFLICT, CONTACT AUSFAB CONSTRUCTIONS 1300 995 970
APPROX. MASS:kg
DRAWING NOTES: AS1100THIRD ANGLE PROJECTIONTHIS DRAWING IS THE PROPERTY
OF AUSFAB CONSTRUCTIONS. COPYRIGHT IS RESERVED. THIS DRAWING MAY NOT BE COPIED
OR USED IN ANY MANNER EXCEPT AS AGREED TO BY
AUSFAB CONSTRUCTIONS. THE DRAWINGS, IDEAS & INVENTIONS
SHOWN SHALL NOT BE DISCLOSED TO OTHER PARTIES.
40 Kenilworth Street, Warwick, Queensland, Australia 4011Phone: 1300 995 970Fax: 1300 998 983
PROPRIETARY NOTICE
DRAWING No.
EG/NW
APPROVED
SB
JOB NUMBER: 5248
- -
QTY:FINISH REQUIREMENTS- GALVANISED 4
5248-D-A1-A3-P6
DESCRIPTION
AS BUILT
S
RELEASED FOR MANUFACTURE
PURPOSE OF DRAWINGFABRICATION
ST52 - Forest Hill STP - Regional Lagoons Upgrade - Sheds - OM Manual
Q-Pulse Id TMS1170 Active 15/05/2015 Page 62 of 65
252
0
1537
50X50X4.0 MESH
QTY BELOW REFLECTS TOTAL REQUIRED FOR FORREST HILL AND KALBAR MF BUILDINGS
01 INITIAL ISSUE 7/01/2013 SDB02 FINAL DIMS 8/05/2013 SDB03 AS BUILT DRGS 28/06/2013 SDB
REV. AMMENDMENT DATE AMMENDED BYREVISIONS
MESH SECTION 2A3SCALE
DRAWN
CHECK 7/01/13
7/01/13
1:20 UNO
REV 03
DO NOT SCALEIF IN DOUBT - ASK
SHEET 7 of 8
ALL WELDING TO BE IN ACCORDANCE WITH AS1554 PART 1.FOR UNTOLERANCED DIMENSIONS THE FOLLOWING LIMITS SHALL APPLY: FABRICATION 2.0mm MACHINING 0.25mm
NOTE: WHERE ITEM LIST AND DRAWING CONFLICT, CONTACT AUSFAB CONSTRUCTIONS 1300 995 970
APPROX. MASS:kg
DRAWING NOTES: AS1100THIRD ANGLE PROJECTIONTHIS DRAWING IS THE PROPERTY
OF AUSFAB CONSTRUCTIONS. COPYRIGHT IS RESERVED. THIS DRAWING MAY NOT BE COPIED
OR USED IN ANY MANNER EXCEPT AS AGREED TO BY
AUSFAB CONSTRUCTIONS. THE DRAWINGS, IDEAS & INVENTIONS
SHOWN SHALL NOT BE DISCLOSED TO OTHER PARTIES.
40 Kenilworth Street, Warwick, Queensland, Australia 4011Phone: 1300 995 970Fax: 1300 998 983
PROPRIETARY NOTICE
DRAWING No.
EG/NW
APPROVED
SB
JOB NUMBER: 5248
- -
QTY:FINISH REQUIREMENTS- GALVANISED 2
5248-D-A1-A3-P6
DESCRIPTION
AS BUILT
S
RELEASED FOR MANUFACTURE
PURPOSE OF DRAWINGFABRICATION
ST52 - Forest Hill STP - Regional Lagoons Upgrade - Sheds - OM Manual
Q-Pulse Id TMS1170 Active 15/05/2015 Page 63 of 65
4778
100
4
50X50X4.0 MESH
QTY BELOW REFLECTS TOTAL REQUIRED FOR FORREST HILL AND KALBAR MF BUILDINGS
01 INITIAL ISSUE 7/01/2013 SDB02 FINAL DIMS 8/05/2013 SDB03 AS BUILT DRGS 28/06/2013 SDB
REV. AMMENDMENT DATE AMMENDED BYREVISIONS
MESH SECTION 3A3SCALE
DRAWN
CHECK 7/01/13
7/01/13
1:20 UNO
REV 03
DO NOT SCALEIF IN DOUBT - ASK
SHEET 8 of 8
ALL WELDING TO BE IN ACCORDANCE WITH AS1554 PART 1.FOR UNTOLERANCED DIMENSIONS THE FOLLOWING LIMITS SHALL APPLY: FABRICATION 2.0mm MACHINING 0.25mm
NOTE: WHERE ITEM LIST AND DRAWING CONFLICT, CONTACT AUSFAB CONSTRUCTIONS 1300 995 970
APPROX. MASS:kg
DRAWING NOTES: AS1100THIRD ANGLE PROJECTIONTHIS DRAWING IS THE PROPERTY
OF AUSFAB CONSTRUCTIONS. COPYRIGHT IS RESERVED. THIS DRAWING MAY NOT BE COPIED
OR USED IN ANY MANNER EXCEPT AS AGREED TO BY
AUSFAB CONSTRUCTIONS. THE DRAWINGS, IDEAS & INVENTIONS
SHOWN SHALL NOT BE DISCLOSED TO OTHER PARTIES.
40 Kenilworth Street, Warwick, Queensland, Australia 4011Phone: 1300 995 970Fax: 1300 998 983
PROPRIETARY NOTICE
DRAWING No.
EG/NW
APPROVED
SB
JOB NUMBER: 5248
- -
QTY:FINISH REQUIREMENTS- GALVANISED 2
5248-D-A1-A3-P8
DESCRIPTION
AS BUILT
S
RELEASED FOR MANUFACTURE
PURPOSE OF DRAWINGFABRICATION
ST52 - Forest Hill STP - Regional Lagoons Upgrade - Sheds - OM Manual
Q-Pulse Id TMS1170 Active 15/05/2015 Page 64 of 65
160003000
5000
4500
3500
SLAB PLAN
FILT
RATION BUILD
ING
SLAB PLAN
PH DOSING BUILD
ING
EB1
EB1
EB1
EB1
EB1
EB1
EB1
EB1
SB
SB
SB
ALL S
LABS TO BE 160 T
HICK U.N.O. 40 M
Pa
CONCRETE. SL82 T
OP AND BOTTOM FABRIC.
40mm COVER.
PLACED ON A WATERPROOF MEMBRANE, ON
50mm SAND BEDDING.
20mm
20mm
ALL S
LABS TO BE 160 T
HICK U.N.O. 40 M
Pa
CONCRETE. SL82 T
OP AND BOTTOM FABRIC.
40mm COVER.
PLACED ON A WATERPROOF MEMBRANE, ON
50mm SAND BEDDING.
160
160
150 THK CONCRETE RAMP
SL82 M
ESH TOP. 40 T
OP COVER.
200 x 200 EDGE THICKNESS.
3-L11TM BOTTOM.
CHEMICAL R
ESISTANCE
FLOOR COATING:
ALL E
XPOSED CONCRETE SURFACES TO BE
SEALED WITH 'SIKAGARD-62' S
OLVENT FREE
EPOXY COATING. APPLY A MINIMUM OF
THREE COATS FOR CHEMICAL A
ND HIGH
MECHANICAL R
ESISTANCES AS PER
MANUFACTURER'S SPECIFICATIONS.
160
300
500
160 THICK SLAB
SL82 T
OP AND BOTT
40mm COVER
EB1 (T
YPICAL)
500
300
SB (TYPICAL)
600 LAP
600 LAP
TYPICAL F
OOTING INTERSECTION DETAIL
N12 'L' B
ARS
TOP & BTM, TYPICAL
N12 'L' B
ARS
TOP & BTM, TYPICAL
3-L11TM TOP AND BOTT.
R6 T
IES AT 900 C
TRS
AFOR CONSTRUCTION
MW
JM29/11/12
Date
Sca
le
Title
Pro
ject
Dra
win
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Revis
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Desig
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.B.
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1:5
0 / 1
:20
TH
OM
AS
& C
OF
FE
Y
-
THESE DRAWINGS AND NOTES SHALL B
E READ IN CONJUNCTION WITH ALL
GENERAL N
OTES:
G1
ARCHITECTURAL A
ND OTHER CONSULTANT'S DRAWINGS, REPORTS, SPECIFICATIONS
AND ANY OTHER WRITTEN INSTRUCTIONS AS MAY BE ISSUED DURING THE
COURSE OF CONSTRUCTION. ALL D
ISCREPANCIES SHALL B
E REFERRED TO THE
ENGINEER FOR CLARIFICATION OR DECISION BEFORE PROCEEDING WITH THE WORK.
CONSTRUCTION FROM THESE DRAWINGS SHALL N
OT COMMENCE UNTIL T
HEY ARE
APPROVED BY THE RELEVANT AUTHORITIES.
DIMENSIONS SHALL N
OT BE OBTAINED FROM THE STRUCTURAL D
RAWINGS BY
WAY OF SCALIN
G (O
R DETERMINING UNDIMENSIONED MEASUREMENTS FROM THE
G2
G3
CONCRETE:
ALL W
ORKMANSHIP AND MATERIALS SHALL B
E IN ACCORDANCE WITH AS 3600 A
ND
C1
ANY OTHER RELEVANT AUSTRALIA
N STANDARDS UNLESS VARIED BY THE ENGINEER.
HOLES, PENETRATIONS, CHASES AND CONSTRUCTION JO
INTS, OTHER THAN THOSE
SHOWN ON THE STRUCTURAL D
RAWINGS SHALL N
OT BE MADE IN CONCRETE
MEMBERS WITHOUT THE PRIOR APPROVAL O
F THE ENGINEER.
CONSTRUCTION JO
INTS SHALL B
E PROPERLY FORMED WHERE VERTICAL. T
HE FIRST
POUR SHALL B
E THOROUGHLY SCABBLED AND CLEANED OF ALL P
OORLY COMPACTED
MATERIAL A
ND LA
ITANCE, THOROUGHLY SOAKED AND PAINTED WITH A 2:1 S
AND
CEMENT SLURRY IM
MEDIATELY BEFORE PLACING THE SECOND POUR. THOROUGHLY
COMPACT THE SECOND POUR AGAINST THE FIRST POUR.
CONDUITS, PIPES AND THE LIK
E SHALL B
E PLACED WITHIN THE MIDDLE THIRD OF
THE SLAB DEPTH AND AT A MINIMUM SPACING OF NOT LE
SS THAN 3 D
IAMETERS.
CONDUITS AND PIPES SHALL N
OT BE PLACED WITHIN THE CONCRETE COVER
OUTLIN
ED BELOW.
THE FINISHED CONCRETE SHALL B
E FULLY
MECHANICALLY
VIBRATED TO ACHIEVE
FULL C
OMPACTION, COMPLETELY FILLIN
G FORMWORK, THOROUGHLY EMBEDDING THE
REINFORCEMENT AND FREE OF STONE POCKETS. ALL C
ONCRETE, IN
CLUDING SLABS
ON GROUND AND FOOTINGS, SHALL B
E FULLY
VIBRATED USING A HIGH FREQUENCY
MECHANICAL V
IBRATOR.
ALL C
ONCRETE SHALL B
E PROPERLY CURED. CURING SHALL C
OMMENCE WITHIN
2 HOURS OF POURING AND SHALL C
ONTINUE FOR A MINIMUM OF 7 D
AYS, FOLLO
WED
BY A GRADUAL D
RYING OUT. CURING SHALL B
E BY CONTINUOUS SATURATION
WITH POTABLE WATER OR BY USE OF AN APPROVED PROPRIETARY CURING
COMPOUND COMPLYING WITH AS 3799, A
PPLIE
D UNIFORMLY IN ACCORDANCE WITH
THE MANUFACTURERS INSTRUCTIONS. THE COMPATIBILIT
Y OF CURING COMPOUNDS
WITH PROPOSED APPLIE
D FINISHES SHALL B
E VERIFIED PRIOR TO APPLIC
ATION.
FORMED SURFACES EXPOSED WITHIN 14 D
AYS OF CASTING SHALL B
E SPRAYED
WITH AN APPROPRIATE CURING AGENT IM
MEDIATELY UPON EXPOSURE.
C2
C3
C4
C5
C6
Adm
ix.Elem
entSlum
pCem
ent
Agg.
Max.
Type
Resistance
Fire
Grade
Concrete
Clasif'n
Exposure
Internal
Ground
Slab on
Reinforced
Slab onGround
External
Mass conc.
Footings/piers
U.N.O.
Cover
Rating
NIL
NIL
NIL
NIL
8020
SL
GP
208080
20SL
8020
GP
40 MPa
A1
- -A2
40 MPa
40 MPa
B1
-
25 MPa
A2
-
30 40 50 -
1.
NOTE:
ALL C
ONCRETE WITH SHRINKAGE LIM
ITED (SL) C
EMENT SHALL H
AVE A MAXIMUM SHRINKAGE
STRAIN OF 600 M
ICROSTRAINS AS DETERMINED BY TEST IN ACCORDANCE WITH AS 1012.13
AFTER 8 W
EEKS OF DRYING.
WATER CEMENT RATIO OF CONCRETE SHALL N
OT EXCEED 0.55 (E
XCEPT FOR CORE FILLIN
G
GROUT IN BLO
CK WALLS
)
2.
WHERE A VAPOUR BARRIER IS SPECIFIED BENEATH SLABS ON GROUND PROVIDE A
C8
SPECIFICATION OF CONCRETE:
C7
0.2mm BRANDED POLYTHENE MEMBRANE THROUGHOUT. LA
P SHEETS 300m
m AND
SPECIAL D
ETAILS
SHALL A
PPLY FOR ROOF SLABS OR SIMILA
RLY EXPOSED SLABS.
WHERE CONCRETE SLABS BEAR ON MASONRY, IN
CLUDING CORED BRICKS, THE
BEARING SURFACE OF THE MASONRY SHALL B
E RENDERED WITH 1:3 C
EMENT SAND
MORTAR TO GIVE A LE
VEL S
URFACE AND A METAL S
LIP JO
INT LA
ID PROTECTED
BY 0.2m
m POLYTHENE SHEET TAPED TO FORMWORK BEFORE PLACING CONCRETE.
AND BEAMS BY 12m
m CANITE OR OTHER MEANS APPROVED BY THE ENGINEER.
BEFORE THE COMMENCEMENT OF CONCRETING THE BUILD
ER SHALL E
NSURE THE
CONCRETOR IS FULLY
AWARE OF ANY AREAS OF FORMWORK THAT HAVE BEEN
SPECIFIED DEPTHS OF BEAMS AND SLABS ARE ACHIEVED IN AREAS OF PRE-SET
CONSTRUCTION AND SUPPORT PROPPING SHALL B
E ADDED, OR LE
FT IN PLACE, TO
AVOID OVERSTRESSING THE STRUCTURE DUE TO CONSTRUCTION LO
ADS.
OR PRE-CAMBERED FORMWORK. THIS CANNOT BE ACHIEVED BY LE
VELLIN
G THE
CONCRETE SURFACE INTO THE NOMINAL F
INISHED CONCRETE LE
VEL.
NO MASONRY OR PARTITION WALLS
SHALL B
E CONSTRUCTED ON SUSPENDED
LEVELS UNTIL 7 D
AYS AFTER PROPPING HAS BEEN REMOVED AND THE SLAB
PRE-LO
ADED WITH THE BRICKS OR MATERIALS TO BE USED IN THE WALL.
NON LO
ADBEARING MASONRY SHALL B
E SEPARATED FROM THE SOFFIT OF SLABS
PRE-CAMBERED OR PRE-SET. EXTREME CARE MUST BE TAKEN TO ENSURE THE
C13
C12
C10
C11
C9
SEAL W
ITH A 50m
m WIDE PRESSURE SENSITIVE WATERPROOF TAPE.
REINFORCEMENT:
(REQUIRED SLUMP FOR PLACEMENT SHALL B
E ACHIEVED USING SUPER
PONDING OR CONTINUOUS SPRINKLIN
G WITH WATER.
THE USE OF AN ABSORBENT COVER KEPT CONSTANTLY WET.
CAN OCCUR AT THE CONCRETE SURFACE).
ALL C
ONCRETE IS FULLY
COMPACTED USING A POKER VIBRATOR.
POURS ARE PROTECTED FROM ANY HOT DRYING WINDS.
USING AT LE
AST ONE OF THE FOLLO
WING METHODS:
FINAL S
URFACE COMPACTION SHALL B
E ACHIEVED USING A TWO HEAD
(WHEN THE AMBIENT TEMPERATURE EXCEEDS 32°C
CURING MAY ONLY BE
THE USE OF AN IM
PERMEABLE SHEET MEMBRANE OVER A MOISTENED SURFACE.
(THE MEMBRANE SHALL B
E FIXED AND LA
PPED SO THE NO AIR CIRCULATION
THE USE OF A CURING COMPOUND COMPLYING WITH AS3799, A
PPLIE
D UNIFORMLY
THE COAT SHOULD BE CONTINUOUS, FLEXIBLE AND WITHOUT VISIBLE BREAKS
NO POURS ARE EXECUTED WHEN THE AMBIENT TEMPERATURE EQUALS OR
REINFORCEMENT DISPLACED OFF CHAIRS ARE REPLACED PRIOR TO CONCRETE
NO SITE WATER IS ADDED TO CONCRETE OR CONCRETE IN WAITING TRUCKS.
THE FINISHED CONCRETE SHALL B
E CURED FOR A MINIMUM OF SEVEN DAYS
THE BUILD
ER SHALL P
ROVIDE CONSTANT SUPERVISION OF CONCRETE POURS EXECUTED
IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS, AND WHEN DRY
b)
ACHIEVED USING METHODS a A
ND b).
OR PIN HOLES FOR SEVEN DAYS.
c)d)
EXCEEDS 35°C
.
'RIDE ON' POWER TROWEL.
FS2
FS3
a) -- BY SUB-CONTRACTORS TO ENSURE:
FLO
OR SLAB CONSTRUCTION:
PLACEMENT.
--
PLASTICISER).
-
FS1
THE STEEL R
EINFORCEMENT INSTITUTE OF AUSTRALIA
.
OR 95m
m FOR N16 B
ARS. IF
COVER REQUIREMENTS PROHIBIT THIS THE BARS SHALL
REINFORCEMENT SHALL E
XTEND OVER THE MASONRY WALL B
Y 75m
m FOR N12 B
ARS
ALL S
TEEL C
HAIRS SHALL B
E PLASTIC TIPPED. STEEL C
HAIRS SHALL O
NLY BE USED
SPLIC
ES IN REINFORCEMENT SHALL B
E MADE ONLY IN THE POSITIONS SHOWN. THE
SPLIC
ES. W
HERE LA
P LE
NGTHS ARE NOT SHOWN THEY SHALL B
E AS INDICATED
FABRIC REINFORCEMENT SHALL B
E LA
PPED TWO TRANSVERSE WIRES PLUS 50m
m.
JOGGLES TO BARS SHALL C
OMPRISE A LE
NGTH OF 12 B
AR DIAMETERS BETWEEN
FOR EXPOSURE CONDITIONS A1 A
ND A2. F
ULLY
PLASTIC CHAIRS ONLY SHALL B
E
800 CENTERS EACH WAY
ALL R
EINFORCEMENT SHALL B
E CHAIRED AT MAXIMUM CENTERS AS FOLLO
WS:-
600 CENTERS EACH WAY
UNDER ALL B
AR CHAIRS.
AT THE END SUPPORT OF A SLAB ON A MASONRY WALL, A
LL BOTTOM
USED ON ELEMENT FACES HAVING EXTERNAL E
XPOSURE IN THE COMPLETED
PREVENT THE UPWARD DEFLECTION OF THE FABRIC WHEN STOOD ON.
EXTRA CHAIRS MAY BE REQUIRED ADJACENT TO SLAB EDGES AND JO
INTS TO
STRUCTURE. W
HERE REINFORCEMENT IS GROUND SUPPORTED PROVIDE PLATES
BE COGGED.
R10
R11
BARS
FABRIC
R9
--
DENOTES R500L H
ARD DRAWN PLAIN WIRE TO AS 4671
DENOTES D500N
DEFORMED BAR TO AS 4671
DENOTES 250R
HOT ROLLE
D PLAIN BAR TO AS 4671
DENOTES HARD DRAWN WIRE REINFORCEMENT FABRIC TO AS 4671
BEGINNING AND END OF AN OFFSET OF ONE BAR DIAMETER.
WRITTEN APPROVAL O
F THE ENGINEER SHALL B
E OBTAINED FOR ANY OTHER
REINFORCEMENT SYMBOLS:
W
R7
R8
-
SL/R
L
NR
R6
- - -
BELOW:
R5
THE APPLIC
ATION OF HEAT, AND IN ACCORDANCE WITH THE PRACTICE NOTE RPN1 O
F
REFER TO THE CONCRETE NOTES FOR THE SPECIFIED COVERS TO REINFORCEMENT.
REINFORCEMENT IS SHOWN DIAGRAMATICALLY
. IT IS NOT NECESSARILY
SHOWN IN
REINFORCEMENT SHALL N
OT BE CUT OR WELDED ON SITE WITHOUT APPROVAL B
Y
BENDING IS SPECIFIED, O
R UNAVOIDABLE, IT
SHALL B
E CARRIED OUT COLD, W
ITHOUT
COVER MUST BE MAINTAINED AT ALL C
HAMFERS, DRIP GROOVES AND REGLETS etc.
SITE BENDING OF REINFORCEMENT SHALL B
E AVOIDED IF POSSIBLE. W
HERE SITE
TRUE PROJECTION.
THE ENGINEER. AT SMALL H
OLES LE
SS THAN 300m
m DIAMETER, eg P
LUMBING
PENETRATIONS, BARS SHALL B
E DISPLACED TO EITHER SIDE.
UNLESS NOTED OTHERWISE ON THE DRAWINGS.
R3
R4
R1
R2
G13
AUSTRALIA
N STANDARDS REFERRED TO ON THESE DRAWINGS SHALL B
E THE
F1
FOOTINGS HAVE BEEN DESIGNED IN ACCORDANCE WITH DOUGLAS PARTNERS
FOUNDATION MATERIAL S
HALL B
E APPROVED BY THE CONSULTING GEOTECHNICAL
FOOTINGS HAVE BEEN DESIGNED FOR THE FOLLO
WING BEARING PRESSURES:
ENGINEER PRIOR TO PLACEMENT OF CONCRETE.
F3
F2
BASIC WIND VELO
CITY (R
EGION A) V1000 =
46 m/s
WIND LO
ADS ARE IN ACCORDANCE WITH AS 1170 A
S FOLLO
WS :-
SUPERIMPOSED LO
ADS ARE GENERALLY
IN ACCORDANCE WITH AS 1170.
OR NOMINATED REPRESENTATIVE OF H & H CONSULTING ENGINEERS P/L
THE WORD ENGINEER AS USED IN THESE NOTES REFERS TO AN EMPLOYEE
THE ENGINEER SHALL B
E GIVEN 48 H
OURS NOTICE FOR INSPECTIONS.
IN ITSELF AUTHORISATION FOR A VARIATION.
APPROVAL O
F A SUBSTITUTION OR ALTERNATIVE FROM THE ENGINEER IS NOT,
LATEST REVISIONS OF THE NOMINATED STANDARD.
AND AS NOTED.
TERRAIN CATEGORY 3
FOUNDATIONS:
LOADING:
L2 L1
(TRADING AS HENRY & HYMAS)
G16
G15
G14
EASEMENTS, O
N AND ADJACENT TO THE SITE. THE APPROVAL O
F THE RELEVANT
ARE NOT NECESSARILY
INDICATED ON THESE DRAWINGS.
WATERPROOFING REQUIREMENTS SHALL B
E SPECIFIED BY THE ARCHITECT AND
ALL W
ORKMANSHIP SHALL B
E CONSISTENT WITH GOOD TRADE PRACTICE.
THE REQUIREMENTS OF THE RELEVANT STATUTORY AUTHORITIES.
RELEVANT AUSTRALIA
N STANDARDS, THE BUILD
ING CODE OF AUSTRALIA
, AND
ALL W
ORKMANSHIP AND MATERIALS SHALL B
E IN ACCORDANCE WITH THE
STRUCTURAL M
ATERIALS ABUT. i.e. A
T THE JU
NCTION OF MASONRY WITH
A FULL D
EPTH 'V' JO
INT SHALL B
E STRUCK IN RENDER WHERE TWO DIFFERING
SHOWN ON THESE DRAWINGS OR WRITTEN APPROVAL O
F THE ENGINEER.
NO HOLES OR CHASES SHALL B
E MADE IN ANY STRUCTURAL E
LEMENT, UNLESS
OR ANY OTHER WORK BEYOND THE PROPERTY BOUNDARY.
BEFORE INSTALLA
TION OF UNDERPINNING, ANCHORING WORK, DRAINAGE LIN
ES
THE WRITTEN CONSENT OF ADJOINING PROPERTY OWNERS SHALL B
E OBTAINED
ANY EXISTING BUILD
INGS WITHOUT THE WRITTEN CONSENT OF THE ENGINEER.
THE BUILD
ER SHALL N
OT EXCAVATE BELO
W THE LE
VEL O
F THE FOOTINGS TO
BUILD
ING ON OR OVER ANY SERVICES OR EASEMENTS.
STATUTORY AUTHORITY AND THE ENGINEER SHALL B
E OBTAINED BEFORE
G12
G11
G10
CONCRETE.
G9
G8
G7
THE BUILD
ER SHALL LO
CATE ALL E
XISTING AND PROPOSED SERVICES AND
APPROVAL O
BTAINED BEFORE PROCEEDING.
HAZARDS ARE ENCOUNTERED THE ENGINEER SHALL B
E NOTIFIED AND HIS
ANY POTENTIAL S
OURCE OF DAMAGE TO THE STRUCTURE. IF
ANY SUCH
WALLS
, PITS, SEWERS, SERVICE TRENCHES, DRAINAGE CHANNELS, STREAMS OR
DRAWING:- E
MBANKMENTS, BATTERS, W
ATER RETAINING STRUCTURES, RETAINING
FOLLO
WING HAZARDS UNLESS THE HAZARD IS INDICATED ON THE STRUCTURAL
THE BUILD
ING SHALL N
OT BE ERECTED ON OR ADJACENT TO ANY OF THE
SHALL B
E THE BUILD
ERS RESPONSIBILIT
Y.
AND EXPERIENCED PERSONNEL. U
NLESS STATED OTHERWISE TEMPORARY WORKS
TO ACHIEVE THIS HE SHALL O
BTAIN ADVICE FROM APPROPRIATELY QUALIF
IED
CONDITION DURING CONSTRUCTION. IF
THE BUILD
ER IS IN ANY DOUBT AS TO HOW
NECESSARY TO MAINTAIN THE STRUCTURE, O
R ANY PART OF IT, IN
A STABLE
INCLUDING PROPPING, BRACING, SHORING AND ANY OTHER REQUIREMENTS
COMPLETE STATE. THE BUILD
ER SHALL P
ROVIDE ANY TEMPORARY WORKS
ELEMENTS INDICATED ON THESE DRAWINGS ARE SHOWN IN THEIR INTENDED
G6
G5
G4
ALL D
IMENSIONS ON SITE AND BE RESPONSIBLE FOR THE SETTING OUT OF THE
THOSE SHOWN ON THE ARCHITECT'S DRAWINGS. THE BUILD
ER SHALL V
ERIFY
MEMBER SIZES SHOWN ON THESE DRAWINGS SHALL T
AKE PRECEDENCE OVER
ELECTRONIC DRAWING). W
ALL, P
IER, AND COLUMN THICKNESS', A
ND STRUCTURAL
BUILD
ING.
* LENGTHS SHOWN IN BRACKETS APPLY TO HORIZONTAL B
ARS WITH MORE THAN
300mm OF CONCRETE CAST BELOW THE BAR.
N36
N32
N28
N12
N24
N20
N16
BAR SIZE
400
1700
1500
1200
1000
800
600
(500)
(2200)
(1900)
(1600)
(1300)
(1000)
(800)
MINIMUM LA
P LE
NGTH
N10
300(300)
THE ABOVE DEVELO
PMENT LE
NGTHS ARE FOR MAIN REINFORCEMENT IN f'c=
32 MPa
CONCRETE WITH 30m
m CLEAR COVER FOR WALLS
AND SLABS AND 30m
m CLEAR
COVER TO MIN. R10 F
ITMENTS FOR COLUMNS AND BEAMS.
GEOTECHNICAL R
EPORT NO.79887.00, D
ATED JU
NE 2012
100kPa T
O BE FOUNDED ON STIFF SANDY CLAY OR STIFF SILT
Y CLAY OR CERTIFIED
ENGINEERED FILL
STRIP FOOTING SCHEDULE
3-L11TM
3-L11TM
3-L11TM
3-L11TM
COMMENTS
***
***
BOTTOM
TOP
REINFORCEMENT
MARK No
SIZE
500 x 300
500 x 300
EB2
EB1
LIGS
R6 - 900
R6 - 900
'DEPTH' x 'W
IDTH'
3-L11TM
3-L11TM
***500 x 300
SB
R6 - 900
4568
Certified B
y:
Com
pany : ..............................................
Engineer : ..............................................
Signature : ..............................................
Date : ..............................................
RPEQ No : .............................................
BISSUED WITH CERTIFICATION DETAILS
MW
JM11/01/13
CWORKS "AS CONSTRUCTED"
AB
JM17/02/14
ST52 - Forest Hill STP - Regional Lagoons Upgrade - Sheds - OM Manual
Q-Pulse Id TMS1170 Active 15/05/2015 Page 65 of 65
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