regional lagoons manuals> st52 forest hill stp> sheds

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OPERATIONS AND MAINTENANCE MANUALS

Regional Lagoons Manuals > ST52 ForestHill STP > Sheds

Builder

Thomas Coffey

Compiled

Feb 03, 2015

ST52 - Forest Hill STP - Regional Lagoons Upgrade - Sheds - OM Manual

Q-Pulse Id TMS1170 Active 15/05/2015 of 65

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



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

Regional Lagoons Manuals > ST52 Forest Hill STP > Sheds

Queensland Urban Utilities - Regional Lagoons | Feb 03, 2015 | Page 40



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.


Queensland Urban Utilities - Regional Lagoons | Feb 03, 2015 | 1


Q-Pulse Id TMS1170 Active 15/05/2015 Page 4 of 65

Operations & Tech Data

Colorbond steel Tech Data Linked Documents

ColorbondSteelDatasheetRev13Dec2013.pdf Leafbeater tech data Linked Documents

Leaf_Beater_Original_Spec and Maintenance_Sheet.pdf





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



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



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.





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





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 [email protected]

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



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



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

[email protected]

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



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: [email protected]





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





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



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



COLUMN FKMF C1AA3SCALE

DRAWN

CHECK -

21/12/12

1:20 UNO

REV 03


SHEET 2 of 27



APPROX. MASS:kg







PROPRIETARY NOTICE

DRAWING No.

EG/DB/NW

APPROVED

SB

JOB NUMBER: 5248

- -


HOT DIPPED GALVANISED (ALLOW FOR DRAINAGE WHERE APPLICABLE) 2

FKMF C1A

DESCRIPTION

AS BUILT





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


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



COLUMN FKMF C1BA3SCALE

DRAWN

CHECK -

21/12/12

1:20 UNO

REV 03


SHEET 3 of 27



APPROX. MASS:kg







PROPRIETARY NOTICE

DRAWING No.

EG/DB/NW

APPROVED

SB

JOB NUMBER: 5248

- -



FKMF C1B

DESCRIPTION

AS BUILT





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



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



COLUMN FKMF C1CA3SCALE

DRAWN

CHECK -

21/12/12

1:20 UNO

REV 03


SHEET 4 of 27



APPROX. MASS:kg







PROPRIETARY NOTICE

DRAWING No.

EG/DB/NW

APPROVED

SB

JOB NUMBER: 5248

- -



FKMF C1C

DESCRIPTION

AS BUILT





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



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



COLUMN FKMF C1DA3SCALE

DRAWN

CHECK -

21/12/12

1:20 UNO

REV 03


SHEET 5 of 27



APPROX. MASS:kg







PROPRIETARY NOTICE

DRAWING No.

EG/DB/NW

APPROVED

SB

JOB NUMBER: 5248

- -



FKMF C1D

DESCRIPTION

AS BUILT





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



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



COLUMN FKMF C1EA3SCALE

DRAWN

CHECK -

21/12/12

1:20 UNO

REV 03


SHEET 6 of 27



APPROX. MASS:kg







PROPRIETARY NOTICE

DRAWING No.

EG/DB/NW

APPROVED

SB

JOB NUMBER: 5248

- -



FKMF C1E

DESCRIPTION

AS BUILT





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



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


SHEET 7 of 27



APPROX. MASS:kg







PROPRIETARY NOTICE

DRAWING No.

EG/DB/NW

APPROVED

SB

JOB NUMBER: 5248

- -



FKMF C1F

DESCRIPTION

AS BUILT





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



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



COLUMN FKMF C2AA3SCALE

DRAWN

CHECK -

21/12/12

1:20 UNO

REV 03


SHEET 8 of 27



APPROX. MASS:kg







PROPRIETARY NOTICE

DRAWING No.

EG/DB/NW

APPROVED

SB

JOB NUMBER: 5248

- -



FKMF C2A

DESCRIPTION

AS BUILT





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



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



COLUMN FKMF C2CA3SCALE

DRAWN

CHECK -

21/12/12

1:20 UNO

REV 03


SHEET 9 of 27



APPROX. MASS:kg







PROPRIETARY NOTICE

DRAWING No.

EG/DB/NW

APPROVED

SB

JOB NUMBER: 5248

- -



FKMF C2C

DESCRIPTION

AS BUILT





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



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



COLUMN FKMF C2DA3SCALE

DRAWN

CHECK -

21/12/12

1:20 UNO

REV 03


SHEET 10 of 27



APPROX. MASS:kg







PROPRIETARY NOTICE

DRAWING No.

EG/DB/NW

APPROVED

SB

JOB NUMBER: 5248

- -



FKMF C2D

DESCRIPTION

AS BUILT





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



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



COLUMN FKMF C2EA3SCALE

DRAWN

CHECK -

21/12/12

1:20 UNO

REV 03


SHEET 11 of 27



APPROX. MASS:kg







PROPRIETARY NOTICE

DRAWING No.

EG/DB/NW

APPROVED

SB

JOB NUMBER: 5248

- -



FKMF C2E

DESCRIPTION

AS BUILT





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



FKMF C2 1 180 UB 16.1 4983AN3 1 50x50x6 EA 307.11P10 1 75x10 FL 100P12 4 40x10 FL 165.48



COLUMN FKMF C2GA3SCALE

DRAWN

CHECK -

21/12/12

1:20 UNO

REV 03


SHEET 12 of 27



APPROX. MASS:kg







PROPRIETARY NOTICE

DRAWING No.

EG/DB/NW

APPROVED

SB

JOB NUMBER: 5248

- -



FKMF C2G

DESCRIPTION

AS BUILT





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



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



COLUMN FKMF C2JA3SCALE

DRAWN

CHECK -

21/12/12

1:20 UNO

REV 03


SHEET 13 of 27



APPROX. MASS:kg







PROPRIETARY NOTICE

DRAWING No.

EG/DB/NW

APPROVED

SB

JOB NUMBER: 5248

- -



FKMF C2J

DESCRIPTION

AS BUILT





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



FKMF B3 1 180 UB 16.1 4111.95P3 4 75x10 FL 145P31 4 65x10 FL 65



BEAM FKMF 3AA3SCALE

DRAWN

CHECK -

21/12/12

1:20 UNO

REV 03


SHEET 14 of 27



APPROX. MASS:kg







PROPRIETARY NOTICE

DRAWING No.

EG/DB/NW

APPROVED

SB

JOB NUMBER: 5248

- -



FKMF B3A

DESCRIPTION

AS BUILT





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


01 INITIAL ISSUE 21/12/2012 SDBREV. AMMENDMENT DATE AMMENDED BY

REVISIONS


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


SHEET 15 of 27



APPROX. MASS:kg







PROPRIETARY NOTICE

DRAWING No.

EG/DB/NW

APPROVED

SB

JOB NUMBER: 5248

- -



FKMF B3B

DESCRIPTION

AS BUILT





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



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



BEAM FKMF 3CA3SCALE

DRAWN

CHECK -

21/12/12

1:20 UNO

REV 03


SHEET 16 of 27



APPROX. MASS:kg







PROPRIETARY NOTICE

DRAWING No.

EG/DB/NW

APPROVED

SB

JOB NUMBER: 5248

- -



FKMF B3C

DESCRIPTION

AS BUILT





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



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



BEAM FKMF 3DA3SCALE

DRAWN

CHECK -

21/12/12

1:20 UNO

REV 03


SHEET 17 of 27



APPROX. MASS:kg







PROPRIETARY NOTICE

DRAWING No.

EG/DB/NW

APPROVED

SB

JOB NUMBER: 5248

- -



FKMF B3D

DESCRIPTION

AS BUILT





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



P5 2 90x12 FL 290FKMF B3 1 180 UB 16.1 4111.95

P3 4 75x10 FL 145



BEAM FKMF 3EA3SCALE

DRAWN

CHECK -

21/12/12

1:20 UNO

REV 03


SHEET 18 of 27



APPROX. MASS:kg







PROPRIETARY NOTICE

DRAWING No.

EG/DB/NW

APPROVED

SB

JOB NUMBER: 5248

- -



FKMF B3E

DESCRIPTION

AS BUILT





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



FKMF M2 1 180 UB 16.1 4813P1 1 130x12 FL 241

P23 4 130x10 FL 136P11 2 50x10 FL 159



FKMF MULLION 2AA3SCALE

DRAWN

CHECK -

21/12/12

1:20 UNO

REV 03


SHEET 19 of 27



APPROX. MASS:kg







PROPRIETARY NOTICE

DRAWING No.

EG/DB/NW

APPROVED

SB

JOB NUMBER: 5248

- -



FKMF M2A

DESCRIPTION

AS BUILT





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





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


SHEET 20 of 27



APPROX. MASS:kg







PROPRIETARY NOTICE

DRAWING No.

EG/DB/NW

APPROVED

SB

JOB NUMBER: 5248

- -



FKMF M2B

DESCRIPTION

AS BUILT





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



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



FKMF MULLION 1A3SCALE

DRAWN

CHECK -

21/12/12

1:20 UNO

REV 03


SHEET 21 of 27



APPROX. MASS:kg







PROPRIETARY NOTICE

DRAWING No.

EG/DB/NW

APPROVED

SB

JOB NUMBER: 5248

- -



FKMF M1

DESCRIPTION

AS BUILT





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



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



FKMF HEADER BEAM 1A3SCALE

DRAWN

CHECK -

21/12/12

1:10 UNO

REV 03


SHEET 22 of 27



APPROX. MASS:kg







PROPRIETARY NOTICE

DRAWING No.

EG/DB/NW

APPROVED

SB

JOB NUMBER: 5248

- -



FKMF HB1

DESCRIPTION

AS BUILT





2360 2430

2230

8 8

940

10


P32

FKMF HB1

P33

P29

P29

P32

54 72

DETAIL AT SCALE 1 : 2

P33

P32


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



FKMF HEADER BEAM 2A3SCALE

DRAWN

CHECK -

21/12/12

1:10 UNO

REV 03


SHEET 23 of 27



APPROX. MASS:kg







PROPRIETARY NOTICE

DRAWING No.

EG/DB/NW

APPROVED

SB

JOB NUMBER: 5248

- -



FKMF HB2

DESCRIPTION

AS BUILT





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


DESCRIPTION MARK NO. LENGTH32x5 FL FKMF MCB1 4650



MARK NO. DESCRIPTION LENGTHFKMF MCB2 32x5 FL 85

MESH CLAMP BAR 1 & 2A3SCALE

DRAWN

CHECK -

21/12/12

1:2 UNO

REV 03


SHEET 24 of 27



APPROX. MASS:kg







PROPRIETARY NOTICE

DRAWING No.

EG/DB/NW

APPROVED

SB

JOB NUMBER: 5248

- -



8 OF EACH

MCB1

DESCRIPTION

AS BUILT





372

20

20

16 16

50

50

5

412




PURLIN FLY BRACEA3SCALE

DRAWN

CHECK -

21/12/12

1:5 UNO

REV 03


SHEET 25 of 27



APPROX. MASS:kg







PROPRIETARY NOTICE

DRAWING No.

EG/DB/NW

APPROVED

SB

JOB NUMBER: 5248

- -



PFB

DESCRIPTION

AS BUILT





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


A3SCALE

DRAWN

CHECK -

21/12/12

1:5 UNO

REV 03




APPROX. MASS:kg







PROPRIETARY NOTICE

DRAWING No.

EG/DB/NW

APPROVED

SB

JOB NUMBER: 5248

- -



DESCRIPTION

AS BUILT



PLATE SIZES AND QTYSFOR REG LAGOON SHEDS

PLATE SIZES AND QTYS

SEE INDIVIDUAL

QTYS



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



COLUMN FKMF C1BA3SCALE

DRAWN

CHECK -

21/12/12

1:5 UNO

REV 03


SHEET 27 of 27



APPROX. MASS:kg







PROPRIETARY NOTICE

DRAWING No.

EG/DB/NW

APPROVED

SB

JOB NUMBER: 5248

- -



FKMF C1B

DESCRIPTION

AS BUILT



2 X ABOVE QTYS



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


FORREST HILL & KALBAR GATES AND MESH SECTIONS

A3SCALE

DRAWN

CHECK 7/01/13

7/01/13

1:30 UNO

REV 03


SHEET 1 of 8



APPROX. MASS:kg







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





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



GATE 1AA3SCALE

DRAWN

CHECK 7/01/13

7/01/13

1:20 UNO

REV 03


SHEET 2 of 8



APPROX. MASS:kg







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





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


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



GATE 2AA3SCALE

DRAWN

CHECK 7/01/13

7/01/13

1:20 UNO

REV 03


SHEET 3 of 8



APPROX. MASS:kg







PROPRIETARY NOTICE

DRAWING No.

EG/NW

APPROVED

SB

JOB NUMBER: 5248

- -


5248-D-A1-A3-P3

DESCRIPTION

AS BUILT

S





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.


ITEM NO. QTY. DESCRIPTION LENGTH

1 1 40x40x3 SHS 2964.5

2 2 40x5 FL 80



MESH SUPPORT 1A3SCALE

DRAWN

CHECK 7/01/13

7/01/13

1:10 UNO

REV 03


SHEET 4 of 8



APPROX. MASS:kg







PROPRIETARY NOTICE

DRAWING No.

EG/NW

APPROVED

SB

JOB NUMBER: 5248

- -


5248-D-A1-A3-P2

DESCRIPTION

AS BUILT

S





2550

5

5

40

80

20 15

40 20

15 GAL HOLE

40

1

2

2


ITEM NO. QTY. DESCRIPTION LENGTH

1 1 40x40x3 SHS 2539.5

2 2 40x5 FL 80



MESH SUPPORT 2A3SCALE

DRAWN

CHECK 7/01/13

7/01/13

1:10 UNO

REV 03


SHEET 5 of 8



APPROX. MASS:kg







PROPRIETARY NOTICE

DRAWING No.

EG/NW

APPROVED

SB

JOB NUMBER: 5248

- -


5248-D-A1-A3-P2

DESCRIPTION

AS BUILT

S





2945

823

50X50X4.0 MESH




MESH SECTION 1A3SCALE

DRAWN

CHECK 7/01/13

7/01/13

1:10 UNO

REV 03


SHEET 6 of 8



APPROX. MASS:kg







PROPRIETARY NOTICE

DRAWING No.

EG/NW

APPROVED

SB

JOB NUMBER: 5248

- -


5248-D-A1-A3-P6

DESCRIPTION

AS BUILT

S





252

0

1537

50X50X4.0 MESH





DRAWN

CHECK 7/01/13

7/01/13

1:20 UNO

REV 03


SHEET 7 of 8



APPROX. MASS:kg







PROPRIETARY NOTICE

DRAWING No.

EG/NW

APPROVED

SB

JOB NUMBER: 5248

- -


5248-D-A1-A3-P6

DESCRIPTION

AS BUILT

S





4778

100

4

50X50X4.0 MESH





DRAWN

CHECK 7/01/13

7/01/13

1:20 UNO

REV 03


SHEET 8 of 8



APPROX. MASS:kg







PROPRIETARY NOTICE

DRAWING No.

EG/NW

APPROVED

SB

JOB NUMBER: 5248

- -


5248-D-A1-A3-P8

DESCRIPTION

AS BUILT

S





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

g n

um

ber

Dra

wn

Checked

Revis

ion

Desig

ned

Appro

ved

This

dra

win

g a

nd

de

sig

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ma

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e p

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erty

of H

enry

& H

ym

as a

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who

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art w

ithout th

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rior w

ritten

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& H

ym

as.

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ION

AM

EN

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ISIO

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NA

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WA

GE

TR

EA

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EN

T

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NT

S E

NH

AN

CE

ME

NT

FO

RE

ST

HIL

L S

LA

B P

LA

N A

ND

DE

TA

ILS

M.W

.J.M

.

J.M

.B

.B.

OC

TO

BE

R 2

012

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

