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GMA Certification Group Pty LtdBUILDING SURVEYORS

BUILDINGBUILDING APPROVALSAPPROVALS && INSPECTIONSINSPECTIONS BUILDINGBUILDING CERTIFICATIONCERTIFICATION FIREFIRE SAFETYSAFETY AUDITSAUDITS

GoldGold CoastCoast(07)(07) 55785578 16221622

SunshineSunshine CoastCoast(07)(07) 54495449 03830383

CloncurryCloncurry(07)(07) 47424742 20222022

ChinchillaChinchilla(07)(07) 46694669 11661166

AthertonAtherton(07)(07) 40914091 41964196

ChildersChilders(07)(07) 41264126 30693069

Queensland’s leaders in Building Certification ServicesPORT DOUGLAS OFFICE

PHONE: (07) 4098 5150FAX: (07) 4098 5180

Lot 9 Unit 5Craiglie Business ParkOwen StreetCRAIGLIE QLD 4877

POSTAL:P.O. Box 831,PORT DOUGLAS QLD 4877

E-Mail: [email protected]: www.gmacert.com.au

10 July 2019

The Chief Executive OfficerDouglas Shire CouncilPO Box 723MOSSMAN Q 4873

Attention: Daniel Lamond - Development Assessment

Dear Sir,

Re: Application for Building Work Assessable Against a Planning SchemeLot 4 SP212657 [no. 19-21] Finlay Crescent, Oak Beach

GMA Certification Group has been engaged to assess an application for the construction of a swimming pool, deck and unroofed pergola on the abovementioned allotment. The subject site is located zone Rural Residential and is subject to the Hillslopes Overlay. The development complies with the zone code, however it does not comply with Acceptable Outcome AO1.1 of the Hillslopes Overlay Code.

Accordingly, an application for Building Work Assessable Against a Planning Scheme is enclosed for Council’s consideration, which includes:

1. DA Form 22. Assessment3. 1 x copy of plans

Assessment

The proposal is Self-Assessable Development pursuant to the tables of assessment contained within the Scheme and complies with applicable Codes. The following table addresses Performance Outcome PO1 of the Hillslopes Overlay Code.

2 of 2

Should you require any further information or wish to discuss the application, please contact me on 4098 5150 or by email [email protected]

Kind Regards,

Jeff EvansGMA Certification Group

Table 8.2.5.3.a – Hillslopes overlay code – self-assessable development

Performance outcomes Compliance

For self-assessable development

PO1 The landscape character and visual amenity quality of hillslopes areas is retained to protect the scenic backdrop to the region.

The proposal is for the construction of an unroofed deck, swimming pool and unroofed pergola attached to an existing dwelling. The deck is to be constructed from steel supporting columns, deck and pergola are to be timber, therefore the colours will be consistent with the existing dwelling. Therefore, the landscape character and visual quality of the hillslopes area will be retained.

BA PROJECT STATUS:BUILDING APPLICATION

SITE

RPEQ No.5412

QBCC No.1106533& BUILDING DESIGNERSCONSULTING ENGINEERS

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1U S E W R I T T E N D I M E N S I O N S O N L Y .P R E P A R I N G S H O P D R A W I N G S .

B E F O R E C O M M E N C I N G A N Y W O R K O RM U S T V E R I F Y D I M E N S I O N S O N S I T E

C O N T R A C T O R S A N D S U B C O N T R A C T O R S

B E R E P R O D U C E D I N A N Y F O R M W I T H O U TN O P A R T O F T H I S D R A W I N G O R D E S I G N M A Y

C O N S U L T I N G E N G I N E E R S .I S H E L D B Y T H E D E S I G N E R , R E C S

C O P Y R I G H T O F T H I S D R A W I N G O R D E S I G N SHEETREVISION A

ISSUE A FOR BUILDING APPLICATION ONLY 10-7-19ISSUE BISSUE CISSUE D

Project PROPOSED DECK AND PERGOLALocation LOT 4 FINLAY CRESENT , OAK BEACHClient PAPILLON LANDSCAPE, PORT DOUGLASPROJECT 59-2019

RECST H E W R I T T E N C O N S E N T O F T H E D E S I G N E R .T H E B U I L D E R A N D S U B C O N T R A C T O R S A R E

R E S P O N S I B L E F O R A R R A N G I N G A N Y N E C E S S A R Y I N S P E C T I O N S O FT H E W O R K S A N D O B T A I N I N G A N Y N E C E S S A R Y C O M P L I A N C E O R

C E R T I F I C A T I O N D O C U M E N T A T I O NRECS PTY.LTD., SHOP 22 / LEVEL 2, SLATWATER BUILDING 26-30 MACROSSAN STREET, PO BOX 894, PORT DOUGLAS QLD 4877, P: 07 4099 6010 F: 07 4099 6020 E: [email protected] ABN:95081197006

FOR BUILDING APPLICATION ONLY - NOT FOR CONSTRUCTION

6,000 BOUNDARY SETBACK

20,000 ROAD SETBACK

FINLAY CRES CENT

PROPOSED DECK& POOL FOOT PRINTSUBJECT TO COUNCIL APPROVAL

100MM FROM BDY

N

1 SITE PLAN 1:250THESE PLANS ARE TO BEREAD AS A TOTAL SET


PLAN

RPEQ No.5412


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10000..

7,502

4000

..

3000.

8500..

6,500

3,500

2700..

160..

A1 A1

B1

J1

P1(TYPICAL)

P2

P2 P2

P2

P2

P2

SELECTED 19MM DECKING

2/ M16 316S/S FIXINGS PERCONNECTION (TYP)

150 X 50 RAFTERS (2XM12 FIXINGS TO P2)

75 X 38 BATTENS @100CRS

MEMBER SCHEDULE

P1--90 X 90 F7 F4 STUMPSP2--100 X 100 F7 H4 TREATED PERGOLA POSTSPP--170 x 45 MGP10 POLE PLATE M12 STAINLESS STEEL FIXINGS @900CRS MAXB1--2/170 x 45 MGP10 BEARERS 2.0M MAX SPAN, 600MM MAX CANTILVERJ1--140 x 45 MGP10 JOISTS @450CRS 2.2M MAX SPAN 700MM MAX CANTILVER

BP1 600DIA X 900MM DEEPBP2 450 DIA X 600MM DEEPBR1 M12 CROSS BRACES WHERE 1000 ABOVE FGL (TENSIONED)

PERGOLA ROOF FRAMING PLAN

BP2 (U.N.O)BP1

BP1

BP1

BP1BP1

BP1

BP1P2

P2PP PP

P2

P2

P2

P2

P2

P2

P2

P2

BP1

BR1

BR1

BR1

BR1

BR1

BR1

BR1

BR1

P2BP1

P2BP1

2/ 170 X 45 BEARERS STICHEDTOGETHER, TYPICAL FOR P2BEARERS

DOUBLED J1 BOUNDARY JOIST

POOL AND POOL FENCING BY OTHERS

NOTE:CONFIRM ALL DIMENSIONS ON SITE BEFORE CONSTRUCTION BEGINS.DESIGN AND SETOUT SUBJECT TO COUNCIL APPROVALS.THE CONTRACTOR SHALL LOCATE AND CLEARLY IDENTIFY ALLRELEVANT BOUNDRIES BEFORE CONSTRUCTION BEGINS TO ENSURE APPROVALCOMPLIANCEPOOL DESIGN, CONSTRUCTION AND POOL FENCING BY OTHERS.MAXIMUM DECK HEIGHT ABOVE GROUND 1.8M.ALL FIXINGS SHALL BE 316 GRADE STAINLESS STEEL U.N.O

1 DECK PLAN 1:50

THESE PLANS ARE TO BEREAD AS A TOTAL SET


SECTION

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100

300 A

PPRO

X

POOL AND POOL FENCING BY OTHERS

TYPICAL BALUSTRADE.

150 x 50 RAFTERS (2xM12 FIXINGS TO P2)75 x 38 BATTENS @100CRS.

100 x 100 F7 H4 TREATED PERGOLA POSTS

170 x 45 MGP10 POLE PLATE M12 S/S FIXINGS @900CRS MAXDPM BETWEEN CONC. AND TIMBER

2/170 x 45 MGP10 BEARERS 2.0M MAX SPAN, 600MM MAXCANTILVER M16 S/S FIXINGS TO POST

140 x 45 MGP10 JOISTS @450CRS 2.2M MAX SPAN 700MMMAX CANTILVER, PRYDA JOIST STRAPS TO BEARER

SELECTED 19MM DECKING

6mm GALV. CLEAT FIXED WITH 4x M12GALV. BOLT

100 x 100 BALUSTRADE POSTS AT 1000CRS.FIX POSTS WITH 2 X M16 BOLTS WITH 50 X 50 X 3MMFLAT WASHER EITHER SIDE OF BOLTS(TYP)

140 x 45 MGP10 DOUBLEDBOUNDARY JOIST, FIX WITH2 X BATTEN SCREW TOJOIST

BP1 BP1

1 SECTION A-A 1:20



ENGINEERING NOTES

RPEQ No.5412


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COLEFAX RODGERS CONSULTING ENGINEERS

120622 28-11-2012

CONCRETE AND REINFORCEMENT

1. All concrete work shall be in accordance with AS 3600 Concrete Structure Code.

2. Concrete Specification shall be:

ELEMENT GRADE SLUMP MAX AGG

Filling 150CM N20 250+30 Sand

Filling 200CM N20 230+30 10

Ground Slab & Footings N25 80+15 20

3. Reinforcement is shown diagrammatically; it is not necessarily shown in true projection. Where transverse tie bars are not shown, provide N12-300.

4. All reinforcement shall be in accordance with AS 4671.

Symbols:

F, RF, SL Hard drawn wire reinforcing fabric

R Structural grade 230R round bar

S Structural grade 230S deformed bar

N Grade 500N deformed bar

5. Cover to reinforcement shall be:

(i) Footings in ground 75mm bottom, 65mm sides and top

(ii) Footings on membrane 50mm bottom

(iii) Slab on Ground 30mm nominal, 20mm minimum top

50mm bottom

(vii) Within concrete masonry block – 10mm.

6. Reinforcement shall be supported on approved chairs at 800mm centres.

7. Splice laps unless shown otherwise:

Fabric - 1 complete mesh + 50mm, Deformed bar - 30 X bar diameter minimum.

8. Construction joints shall be scabbled and cleaned and coated with cement/water slurry immediately prior to placing concrete.

9. Concrete shall be compacted using mechanical vibrators.

10. Concrete shall be cured to AS 3799 for a minimum of 7 days by a method approved by the Engineer.

11. Control joints shall be constructed as specified. Saw cutting shall be carried out within 6 hours of concrete hardening.

12. Rigid floor finishes shall be bedded in abaflex or equal tile adhesive to manufacturers specification as applicable with movement joints expressed.

Robert F Colefax MIE Aust NPER RPEQ Mobile 0409 482970 Heath P Rodgers B.E. Hons. MIE Aust RPEQ Mobile 0418 692087 Phone 07 40 519466 Fax 07 40 519477 Email: [email protected] ABN: 73 966 299 314 124 Spence Street, PO Box 1769, Cairns 4870

COLEFAX RODGERS CONSULTING ENGINEERS

120622 28-11-2012

CONCRETE AND REINFORCEMENT

1. All concrete work shall be in accordance with AS 3600 Concrete Structure Code.

2. Concrete Specification shall be:

ELEMENT GRADE SLUMP MAX AGG

Filling 150CM N20 250+30 Sand

Filling 200CM N20 230+30 10

Ground Slab & Footings N25 80+15 20

3. Reinforcement is shown diagrammatically; it is not necessarily shown in true projection. Where transverse tie bars are not shown, provide N12-300.

4. All reinforcement shall be in accordance with AS 4671.

Symbols:

F, RF, SL Hard drawn wire reinforcing fabric

R Structural grade 230R round bar

S Structural grade 230S deformed bar

N Grade 500N deformed bar

5. Cover to reinforcement shall be:

(i) Footings in ground 75mm bottom, 65mm sides and top

(ii) Footings on membrane 50mm bottom

(iii) Slab on Ground 30mm nominal, 20mm minimum top

50mm bottom

(vii) Within concrete masonry block – 10mm.

6. Reinforcement shall be supported on approved chairs at 800mm centres.

7. Splice laps unless shown otherwise:

Fabric - 1 complete mesh + 50mm, Deformed bar - 30 X bar diameter minimum.

8. Construction joints shall be scabbled and cleaned and coated with cement/water slurry immediately prior to placing concrete.

9. Concrete shall be compacted using mechanical vibrators.

10. Concrete shall be cured to AS 3799 for a minimum of 7 days by a method approved by the Engineer.

11. Control joints shall be constructed as specified. Saw cutting shall be carried out within 6 hours of concrete hardening.

12. Rigid floor finishes shall be bedded in abaflex or equal tile adhesive to manufacturers specification as applicable with movement joints expressed.

Robert F Colefax MIE Aust NPER RPEQ Mobile 0409 482970 Heath P Rodgers B.E. Hons. MIE Aust RPEQ Mobile 0418 692087 Phone 07 40 519466 Fax 07 40 519477 Email: [email protected] ABN: 73 966 299 314 124 Spence Street, PO Box 1769, Cairns 4870

170034 19-04-2017

GENERAL NOTES

1. The Engineering notes under the job number above are part of the drawings, and are to be attached to each set of drawings to be worked from.

2. Engineering drawings shall be read in conjunction with all Architectural and other Consultants’ drawings and specifications, and with such other written instructions as may be issued during the course of the construction. Any discrepancies shall be referred to the Engineer before proceeding with the work.

3. All materials and workmanship shall be in accordance with the relevant and current SAA codes, and by-laws and ordinances of the relevant building authorities, except where varied by the project specification.

4. All relevant dimensions shown shall be verified by the builder on site. Engineers’ drawings shall not be scaled for dimensions.

5. During construction the structure with it’s all structural elements shall not be overstressed, and shall be maintained in a stable condition. Temporary shoring, propping and bracing shall be provided by the builder to keep all excavations and the structure stable at all times.

6. Unless noted otherwise all levels are in metres and all dimensions are in millimetres.

7. The structural components detailed on the drawings have been designed in accordance with the relevant codes and Local Government ordinances for the loadings indicated.

8. UNO stands for ‘unless noted otherwise‘.

SERVICE LOADS

1. Live Loads to AS 1170, Part 1

Roof 0.25 kPa

2. Wind Loads to AS 1170, Part 2

Design Gust Wind Speed, 86m/s ultimate limit state.

FOOTINGS

1. The builder shall familiarise himself with the contents of the Soils Report where available and strictly adhere to the Building Pad Preparation specification.

2. Footings shall be located centrally under columns and walls, and strip footings shall be cast on horizontally excavated benches, unless specifically detailed otherwise.

3. The design of the structure has been based on the foundation having a minimum bearing capacity of 100 kPa.

4. Footings are to be constructed and back filled as soon as possible following excavation to avoid softening or drying out due to exposure.

Heath P Rodgers RPEQ 7859 Mobile 0418 692087 Ph: 07 40 519466 Fax 07 40 519477

E: [email protected] 124 Spence Street, PO Box 1769, Cairns 4870

Timber is rough sawn appearance grade hardwood &either preservative treated in accordance with the'Timber Utilisation and Marketing Act 1987', or milledfree of sapwood.

Chamfer edges and corners 5mm minimum wide.Seasoning to an equilibrium moisture content of10-15% is preferred.

Seal end grain of timber with CN timber preservativeemulsion prior to assembly.

Structural timber shall comply with AS1720timber structures code and all relevant codesmentioned therein.Timber shall be stress grade F17 Durability Class 1unless specified otherwise.

All timber to be rough sawn with all edges and cornersarrissed 5 mm minimum wideAll timber to be appearance grade to AS2082,free from major defects, splinters, large knotsand major imperfections..

All cuts, checks, mortises or holes to be flood filledwith an approved water repellant timber preservativeprior to assembly.

CONCRETE AND REINFORCMENTTIMBER GENERAL NOTES

AS NOTEDas noted

CODE NOTES:CONSTRUCTION SHALL COMPLY WITHTHE NATIONAL CONSTRUCTION CODE OFAUSTRALIA 2018 AND ALLSUBSEQUENCE AMENDMENTS,ALL RELEVANT AUSTRALIAN STANDARDS,AND LOCAL AUTHORITY REGULATIONS ANDAPPROVALS.

GENERAL NOTES:DO NOT SCALE FROM THIS DOCUMENTATION.FIGURED DIMENSIONS TAKE PRECEDENCE.COMPLETE THE WORKS EVEN IF NOT SPECIFICALLYINDICATED ON THE PLANS TO CONFORM WITH THE GENERAL INTENT AND SPIRIT OF THE PLANS, ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH GOOD TRADE PRACTICE. THESE PLANS SHALL BE READ IN CONJUNCTION WITH THE CONTRACT SPECIFICATION AND ALL SUB CONSULTANTSDOCUMENTATION.ALL MATERIALS SHALL BE TERMITE RESISTANCE.ONLY DRAWINGS STAMPED "CERTIFIED' OR "FORCONSTRUCTION" SHALL BE USED FORCONSTRUCTION OF THIS PROJECT..WIND ZONE C2


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