SBJ 06/06/2019--

-

PRODUCT

OILED

HARDWOOD TIMBER

1

1:20 A3

COPYRIGHT TOM STODDART PTY LTD 2019. The information contained in this document is the sole property of Tom Stoddart Pty Ltd. Any reproduction in part or whole without the written permission of Stoddart Infrastructure is prohibited.

REV: ISSUE:

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FINISH:

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Suite 27, 574 Plummer StPort Melbourne, VIC 3207

REV BY DESCRIPTIONA1 SBJ AS DRAWN

STODDART INFRASTRUCTURE

A

01

SPTP-PS-SK1-T-4000-4000-01

ISOSTD:

T: 1300 557 654 | W: stoddartinfrastructure.com.au

CAD GENERATED DRAWINGDIMENSIONS IN MILLIMETRESDO NOT SCALE 4x4 TIMBER SKILLION

CODES USED FOR ENGINEERING OF STRUCTURE:

DESIGNSTEEL STRUCTURESAS4100: 1998 - STEEL STRUCTURESAS/NZS 1163: 2009 - COLD-FORMED STRUCTURAL STEEL HOLLOW SECTIONSTIMBER STRUCTURESAS1720.1: 2010 TIMBER STRUCTURES - DESIGN METHODSAS1720.2: 2006 TIMBER STRUCTURES - TIMBER PROPERTIESAS1720.3: 2016 TIMBER STRUCTURES - DESIGN CRITERIA FOR TIMBER-FRAMED RESIDENTIAL BUILDINGSAS2082: 2007 TIMBER - HARDWOOD - VISUALLY STRESS GRADED FOR STRUCTURAL PURPOSESAS1684.1: 1999 RESIDENTIAL TIMBER-FRAMED CONSTRUCTION - DESIGN CRITERIAAS1684.2: 2010 RESIDENTIAL TIMBER-FRAMED CONSTRUCTION - NON-CYCLONIC AREASAS1684.3: 2010 RESIDENTIAL TIMBER-FRAMED CONSTRUCTION - CYCLONIC AREASAS5604: 2005 TIMBER - NATURAL DURABILITY RATINGS

FINISHAS2309 : 2008 - DURABILITY OF GALVANISED AND ELECTROGALVANISED ZINC COATINGS FOR THE PROECTION OF STEEL IN ATMOSPHERIC APPLICATIONSAS2312.2 : 2014 - GUIDE TO THE PROTECTION OF STRUCTURAL STEEL AGAINST ATMOSPHERIC CORROSION BY THE USE OF PROTECTIVE COATINGS - HDGAS1604.1: 2005 SPECIFICATION FOR PRESERVATIVE TREATMENT - SAWN AND ROUND TIMBER

AS/NZS 1554.1: 2014 STRUCTURAL STEEL WELDING - WELDING OF STEEL STRUCTURES

CONCRETEAS3600: 2009 - CONCRETE STRUCTURES

BOLTINGAS/NZS1252: 1996 - HIGH STRENGTH STEEL BOLTSAS1111.1 : 2015 - ISO METRIC HEXAGON BOLTS AND SCREWS - PRODUCT GRADE C - BOLTSAS1111.2 : 2015 - ISO METRIC HEXAGON BOLTS AND SCREWS - PRODUCT GRADE C - SCREWS

DESIGN LOADSAS/NZS 1170.0: 2002 - STRUCTURAL DESIGN ACTIONS - GENERAL PRINCIPLESAS/NZS 1170.1: 2002 - STRUCTURAL DESIGN ACTIONS - PERMANENT, IMPOSED, AND OTHER ACTIONSAS/NZS 1170.2: 2011 - STRUCTURAL DESIGN ACTIONS - WIND ACTIONS

PERSPECTIVE

0 C

TS

300

0

0 C

TS

2220

10°

326

5 O

A

240

0

300

0

FRONT

FINISHED SURFACE LEVEL

TIMBER SHADE SCREEN

2865 ID

135 TYP

430 O/H TYP

SBJ 06/06/2019--

-

PRODUCT

OILED

HARDWOOD TIMBER

1

1:50 A3

COPYRIGHT TOM STODDART PTY LTD 2019. The information contained in this document is the sole property of Tom Stoddart Pty Ltd. Any reproduction in part or whole without the written permission of Stoddart Infrastructure is prohibited.

REV: ISSUE:

MATERIAL:

FINISH:

DRAWING TYPE:

QUOTE/PROJECT NO:

DRAWN BY: DATE:REVISED BY: DATE:

DRAWING TITLE:

SIZE:

SHEET:

SCALE:

DRAWING NO:

Suite 27, 574 Plummer StPort Melbourne, VIC 3207

REV BY DESCRIPTIONA1 SBJ AS DRAWN

STODDART INFRASTRUCTURE

A

02

SPTP-PS-SK1-T-4000-4000-02

ISOSTD:

T: 1300 557 654 | W: stoddartinfrastructure.com.au

CAD GENERATED DRAWINGDIMENSIONS IN MILLIMETRESDO NOT SCALE 4x4 TIMBER SKILLION

ELEVATIONS

KEY:OA = OVERALLCTS = DIMENSION TO CENTRESTYP = TYPICALO/H = OVERHANGID = INNER DIMENSIONHDG = HOT DIP GALVANISED

NOTES:DRAWINGS NOT TO BE USED FOR CONSTRUCTION.

DESIGN AND/OR SITE RL's TBC BY HEAD CONTRACTOR.ANY EXISTING UNDERGROUND SERVICES TBC BY HEAD CONTRACTOR.

DWG/DXF FILE/S AVAILABLE UPON REQUEST.

PROFILE (RIGHT)

2810 ID

190

405 O/H

4030

405 O/H

20

GA

P TY

P

PROFILE (RIGHT)SCALE 1:75

ROOF SHEET FINISH:REFER COLORBOND RANGEFOR AVAILABLE COLOURS

TIMBER FINISH:OIL-BASED, WATER REPELLANT, CLEAR/COLOURLESSEXTERIOR HARDWOOD OIL

ALL METAL FINISH:HDG

PLAN

ROOF SHEETINGCOLORBOND CUSTOM ORB O.42BMT

DRAINAGE OUT TO SURFACEOFF REAR OF ROOF

400

0 O

A

4000 OA

3000 CTS

300

0 C

TS

500

500

10

NO

M.

100

GENERAL NOTE:

1. THE FOUNDATION HAS BEEN DESIGNED FOR WIND REGIONS 'A' AND 'B' FOR TERRAIN CATEGORY '2' AS DEFINED IN AS/NZS 1170.2: 2011 - STRUCTURAL DESIGN ACTIONS - WIND ACTIONS.TOPOGRAPHIC AND SHIELDING FACTORS EQUAL TO 1.0 ONLY HAVE BEEN CONSIDERED. MORE SEVERE WIND CONDITIONS WILL REQUIRE A SEPARATE DESIGN NOT DETAILED ON THIS DRAWING.

2. CONCRETEANY EXPOSED SURFACE/S:fc = 32MPa < 50km FROM COASTNO EXPOSED SURFACES:fc = 25MPa > 1km FROM COASTfc = 32MPa < 1km FROM COASTSLUMP = 80mmMAXIMUM AGGREGATE SIZE = 20mmMINIMUM CONCRETE DENSITY = 2400kg/m^2

3. COVER TO REINFORCEMENTSURFACES IN CONTACT WITH GROUND - ANY CLIMATIC ZONE:= 30mm - WITH DAMP-PROOF MEMBRANE*= 50mm - NO DAMP-PROOF MEMBRANE*EXPOSED SURFACES:= 65mm < 1km FROM COAST - ANY CLIMATIC ZONE= 60mm < 1km TO 50km FROM COAST - ANY CLIMATIC ZONE

> 50km FROM COAST - INDUSTRIAL OR ANY CLIMATIC ZONE

> 50km FROM COAST - NON-INDUSTRIAL AND TROPICAL CLIMATIC ZONE

= 30mm - OTHER LOCATIONS NOT NOTED ABOVE*DAMP-PROOF MEMBRANE SEPARATING CONCRETE AND GROUND

4. THE FOOTINGS HAVE BEEN DESIGNED FOR AN ALLOWABLE BEARING CAPACITY OF 100KPa. ALL FOOTINGS SHOULD BE FOUNDED 100mm MINIMUM. THE FOUNDATION MATERIAL SHALL BE ORIGINAL UNDISTURBED DENSE SAND OR FIRM CLAY. UNIFORMLY COMPACT ANY BACK FILLING AROUND FOOTINGS AND FINISH SURFACE TO AN EVEN GRADE.

5. CHEMICAL ANCHOR HOLES MUST BE PREPARED AS FOLLOWS:a) BLOW HOLE CLEAN AFTER DRILLINGb) CLEAN HOLE SIDES WITH HOLE CLEANING BRUSHc) BLOW HOLE CLEAN AFTER BRUSH CLEANINGCHEMICAL ANCHORING TO BE COMPLETED TO MANUFACTURER'S SPECIFICATION

6. ALL WORKMANSHIP AND MATERIALS TO BE IN ACCORDANCE WITH AS3600: 2009.

NOTES:DRAWINGS NOT TO BE USED FOR CONSTRUCTION.

DESIGN AND/OR SITE RL's TBC BY HEAD CONTRACTOR.ANY EXISTING UNDERGROUND SERVICES TBC BY HEAD CONTRACTOR.

DETAIL VIEWS TYPICAL U.N.O.DWG/DXF FILE/S AVAILABLE UPON REQUEST.

KEY:OA = OVERALL

CTS = DIMENSION TO CENTRESTYP = TYPICAL

NOM. = NOMINALCL = CENTRELINE

= SQUARE DIMENSIONBP = BASEPLATEMIN = MINIMUM

UNO = UNLESS NOTED OTHERWISE

CL

B

CL

CL

SECTION A-A

CL

4000 OA

400

0 O

A

100

0 TY

P

1000 TYP

SBJ 06/06/2019--

-

PRODUCT

OILED

HARDWOOD TIMBER

1

1:50 A3

COPYRIGHT TOM STODDART PTY LTD 2019. The information contained in this document is the sole property of Tom Stoddart Pty Ltd. Any reproduction in part or whole without the written permission of Stoddart Infrastructure is prohibited.

REV: ISSUE:

MATERIAL:

FINISH:

DRAWING TYPE:

QUOTE/PROJECT NO:

DRAWN BY: DATE:REVISED BY: DATE:

DRAWING TITLE:

SIZE:

SHEET:

SCALE:

DRAWING NO:

Suite 27, 574 Plummer StPort Melbourne, VIC 3207

REV BY DESCRIPTIONA1 SBJ AS DRAWN

STODDART INFRASTRUCTURE

A

03

SPTP-PS-SK1-T-4000-4000-03

ISOSTD:

T: 1300 557 654 | W: stoddartinfrastructure.com.au

CAD GENERATED DRAWINGDIMENSIONS IN MILLIMETRESDO NOT SCALE 4x4 TIMBER SKILLION

FOUNDATIONS

FRONT ELEVATIONSCALE 1:100

C

A A

DETAIL B

CL

SCALE 1:10

CL

CL

CL

HOLES TO SUITM16 THREADED RODS4OFF PER BASEPLATE

200

136 CTS

2OFF LAYERS TOTALSL82 MESH TOP AND BOTTOMFOOTING REINFORCEMENT

DETAIL CSCALE 1:10

UPRIGHT

IF/WHERE REQUIRED

FINISHED SURFACE LEVEL

NON-SHRINK LEVELLING GROUT

1OFF PER THREADED RODM16 STRUCTURAL NUT AND WASHER

M16 GRADE 4.6 THREADED RODS CHEMSET TO MIN. 150mm EMBEDMENTUSING RAMSET CHEMSET REO 502OR APPROVED EQUIVALENT4OFF PER FOOTING

16

BP

10

MIN

.

400

OA