PO

W

ER

S C

RE

EK

R

O

AD

EXISTING RESIDENCE

EXISTING SHED

EXISTING DAM

PROPOSED NEW SHED

CARPARKING

INFORMAL CARPARKING

NATIVE SHRUBS TO THE AREA

DATEWARNING

BEWARE OF UNDERGROUND SERVICES

THE LOCATION OF UNDERGROUND SERVICES ARE

APPROXIMATE ONLY, AND THEIR EXACT POSITION

SHOULD BE PROVEN ON SITE. NO GUARANTEE IS

GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.

PROJECT No. SHEET No.WCSE20200116

REV:

Typical Shed Detail - Not for commercial useDESCRIPTIONREVDATE:

SCALE:

CAD FILE:

January 2020

G. Liston

1:200A3

A

PROJECT:

Plan ViewDRAWING TITLE:

WCSE

Site Plan

Permit IssueA 2020.01.16

257.310

157.2

80

79.970

50.000

15.00

0

18.000

30.00

0

63.073

22.57

7

76.20

3

94.340

PO

W

ER

S C

RE

EK

R

O

AD

EXISTING RESIDENCE

EXISTING SHED

EXISTING DAM

PROPOSED NEW SHED

CARPARKING

INFORMAL CARPARKING

NATIVE SHRUBS TO THE AREA

DATEWARNING

BEWARE OF UNDERGROUND SERVICES

THE LOCATION OF UNDERGROUND SERVICES ARE

APPROXIMATE ONLY, AND THEIR EXACT POSITION

SHOULD BE PROVEN ON SITE. NO GUARANTEE IS

GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.

PROJECT No. SHEET No.WCSE20200116

REV:

Typical Shed Detail - Not for commercial useDESCRIPTIONREVDATE:

SCALE:

CAD FILE:

January 2020

G. Liston

1:200A3

A

PROJECT:

Plan ViewDRAWING TITLE:

WCSE

Aerial Plan

Permit IssueA 2020.01.16

257.310

157.2

80

79.970

50.000

15.00

0

18.000

30.00

0

63.073

22.57

7

76.20

3

94.340

50.00

0

85.000

SITE AREA: 40470 m

2

CAR PARKING AREA: 4860 m

2

TURNING CIRCLE SHOWN IS OF A 26m

B-DOUBLE TRUCK ENTERING AND EXITING

THE SITE IN A FORWARD DIRECTION

DATEWARNING

BEWARE OF UNDERGROUND SERVICES

THE LOCATION OF UNDERGROUND SERVICES ARE

APPROXIMATE ONLY, AND THEIR EXACT POSITION

SHOULD BE PROVEN ON SITE. NO GUARANTEE IS

GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.

PROJECT No. SHEET No.WCSE20200116

REV:

Typical Shed Detail - Not for commercial useDESCRIPTIONREVDATE:

SCALE:

CAD FILE:

January 2020

G. Liston

1:200A3

A

PROJECT:

Elevations and Roof PlanDRAWING TITLE:

WCSE

Title Page

Permit IssueA 2020.01.16

APPROXIMATE SITE LOCATION

STEEL PURLINS AND GIRTS

1. All purlins and girts are to be made from Grade 450 MPa zinc coated steel. BHP Coated Products rolled steel strip was used in this design and the manufacturers

erection details and recommendations for the purlins, girts, cleats, zinc coated fasteners and accessories shall be followed. Should other manufacturers products be used,

they shall conform to this specification.

2. The purlins and girts shall have a minimum sizes as per Stramit and BHP sections.

3. Proper care must be taken when handling long lengths and bundles to avoid twisting and kinking.

4. Purlins and girts brackets shall be 8mm min. thickness and are to be 4mm stitch welded.

5. All purlin and girts are to be braced where shown by continuous bridging or by alternative bridging and sag rods.

6. Bolted connections to cold formed sections to be min. 2/M12 mild steel bolt (to AS1111 - 1972) galvanised or zinc plated unless otherwise noted.

7. Unless shown on the drawings, only foil-backed insulation may be used between the roof sheeting and purlins.

8. Fasteners type shall be minimum No. 12 self drilling or self tapping sheet metal screws. Load spreading washers shall be used for single spans without bridging.

Side lap fasteners shall be used between the sheets.

CLADDING

1. Design cladding is "Monoclad" 0.42 BMT rolled steel sheet or equivalent.

2. Unless the roof is clad on ground, safety mesh is required prior to cladding. As per Occupational Health and Safety Code of Practice.

3. Screws shall be crest fastened only.

4. Fasteners shall be located as per manufacturers specifications.

STEELWORK - GENERAL

1. All shop connections shall be fully welded unless otherwise noted.

2. Site welds where required are noted on the drawings.

3. All welded connections between structural members shall be 6mm fillet welds (or the minimum thickness of the members connected where less than 6mm thick)

unless noted otherwise.

4. Seal welds are required on all open pipe ends, unless otherwise noted weld piece of 3mm plate across open end with 2mm filled weld.

5. Butt-welds shall be complete penetration (with a bracing plate) unless otherwise noted.

6. Gusset plates etc., are to be stitch fillet welded on both sides (6mm).

7. All steel shall be grade 250 except for purlins and girts and hollow section unless otherwise noted.

8. All welding design is electric arc E48XX electrodes. Where FCAW or submerged arc welding is used the size of fillet welds may be reduced in accordance with AS

1554.1-1991.

BOLTED CONNECTIONS

1. All bolts, nuts, washers and fittings cast into concrete and brickwork shall be hot dipped galvanised unless otherwise noted.

2. Unless otherwise noted, all bolted connections joining steel to steel shall be 2-M20 high Strength (G8.8) bolts. tightening procedure TB (tension bearing - tighten

nuts a further half turn past snug tight position).

3. All bolt spacings and edge distance shall be those specified in AS 4100 - 1990 unless otherwise noted.

4. Unless otherwise noted tie "Holding Down" bolts to the bottom layer of reinforcement in footings. In drilled or deep footings for columns tie the H.D. bolts to the

vertical reinforcement extending to within 100mm of the base of the hole. Alternatively where reinforcement cages are used on deep footings, extend the H.D. bolts 600mm

into the footings (min 500mm into the cage) unless otherwise shown on the drawings. under no circumstances shall a nut be placed under the base plate. Should the base

plate need to stand proud of the footing, it may be shimmed, or the footing bolt sleeved with the space between the sleeve and the bolt packed with petroleum jelly. Failure

to tension the footing bolts will allow wind load fatigue to occur, which could cause sudden failure.

STEEL HOLLOW SECTIONS

1. All hollow sections shall be made from Australian Steel and shall be minimum grade 350MPa

CONCRETE

1. Concrete shall be manufactured using type "A" cement without chemical additives apart from a water-reducing agent and supplied on a performance basis with the

following characteristics:

2. All floors shall be placed adequate mechanical compaction

3. All reinforcing fabric shall be manufactured from hard drawn steel wire conforming to Australian Standards. No Additional welding shall be performed on this fabric by

the contractor. All reinforcing bars shall be deformed "N" type bars manufactured to Australian Standards.

4. All steel reinforcement shall be placed on bar chairs at maximum 750mm centres (both ways) and be properly tied down prior to concrete poured.

5. All concrete shall be cured using an approved curing compound.

6. Finish DRIERS SHALL NOT BE USED. If the slump of the concrete is too great to allow a smooth steel-troweled finish the faulty concrete shall be removed and

replaced with conforming concrete. Prior to final trowelling the contractor shall wait for surface moisture to evaporate off, then the floor shall be continuously trowelled with

a "helicopter" or similar apparatus until smooth black burnished finish is obtained (in confined places, corners etc., hand trowelling shall be used.)

7. Contraction joints shall not be formed during the concrete placement process. the construction joints shall be formed with propriatary formers to the manufacturers

specifications. Contraction joints shall be cut with a diamond saw to the depth of 20mm within 24 hours of the concrete being poured. Sawn joints to be a maximum

6000mm in both directions unless otherwise specified.

8. OWNERS RESPONSIBILITY - as with any part of the a building the floor needs to be maintained, any chips, holes, surface gauges etc., should be promptly repaired

with a rigid epoxy resin to a smooth finish

DATEWARNING

BEWARE OF UNDERGROUND SERVICES

THE LOCATION OF UNDERGROUND SERVICES ARE

APPROXIMATE ONLY, AND THEIR EXACT POSITION

SHOULD BE PROVEN ON SITE. NO GUARANTEE IS

GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.

PROJECT No. SHEET No.WCSE20200116

REV:

Typical Shed Detail - Not for commercial useDESCRIPTIONREVDATE:

SCALE:

CAD FILE:

January 2020

G. Liston

1:200A3

A

PROJECT:

ElevationsDRAWING TITLE:

WCSE

Elevations - 1

Permit IssueA 2020.01.16

NORTH ELEVATION

SOUTH ELEVATION

EAST ELEVATION

WEST ELEVATION

CLADDING TO BE BEIGE COLORBOND

COLOUR OR EQUIVALENT

DATEWARNING

BEWARE OF UNDERGROUND SERVICES

THE LOCATION OF UNDERGROUND SERVICES ARE

APPROXIMATE ONLY, AND THEIR EXACT POSITION

SHOULD BE PROVEN ON SITE. NO GUARANTEE IS

GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.

PROJECT No. SHEET No.WCSE20200116

REV:

Typical Shed Detail - Not for commercial useDESCRIPTIONREVDATE:

SCALE:

CAD FILE:

January 2020

G. Liston

1:200A3

A

PROJECT:

Elevations and Roof PlanDRAWING TITLE:

WCSE

Elevations - 2

Permit IssueA 2020.01.16

SIDE ELEVATION FRONT ELEVATION

ROOF PLAN

6.000

18.000

10°7.500

30.000

P1 - C20019 @ 1500mm CENTRES WITH 1 ROW OF BRIDGING OR

P1 - C20015 @ 1200mm CENTRES WITH 2 ROWS OF BRIDGING (SHOWN)

R1 - TYPICALLY 310UB32 WITH 2m HAUNCH

C1 - TYPICALLY

310UB32

STEEL WORK SCHEDULE

MARK SIZE REMARK

C1 310UB32 -

R1 310UB32Requires 2m haunch in central bays

BR1 20mm BLACK ROD Wall bracing

P1 - Option 1 C20019

Max 1500mm Centres with 1 rows of

bridging

G1 - 7.5m span C15019Same requirements as P1 Option 2

BRIDGING 2 rows per bay as

shown

-

MULLION 200UB22Located centrally in end portal

HAUNCH 200UB22Not required in end portal

BR1 - Ø20mm ROD

IN EACH END BAY

ON CLADDED SIDE

BR2 - Ø16mm ROD IN ONE END BAY

200UB22 MULLION

IN END BAYS ONLY

7.500

18.00

0

C20015

Max 1500mm Centres with 2 rows of

bridging

P1 - Option 2

G2 - 9m span C20019

BR2 16mm BLACK ROD Roof bracing

G1 - 7.5m span C20015Same requirements as P1 Option1

1200mm Centres with 2 rows of bridging

DATEWARNING

BEWARE OF UNDERGROUND SERVICES

THE LOCATION OF UNDERGROUND SERVICES ARE

APPROXIMATE ONLY, AND THEIR EXACT POSITION

SHOULD BE PROVEN ON SITE. NO GUARANTEE IS

GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.

PROJECT No. SHEET No.WCSE20200116

REV:

Typical Shed Detail - Not for commercial useDESCRIPTIONREVDATE:

SCALE:

CAD FILE:

January 2020

G. Liston

As ShownA3

A

PROJECT:

Detail SheetDRAWING TITLE:

WCSE

Details

Permit IssueA 2020.01.16

FOOTING DETAIL - SCALE 1:20

2.000

0.600

4/Y12 BARS

EVENLY SPACED

AND TIED WITH

8mm LIGATURES

IN A 450mm

DIAMETER CAGE

4/M24 ANCHOR

BOLTS - NOTE IF

CAST IN-SITU ARE

USED THEN MINIMUM

300mm EMBEDMENT

BASE PLATE DETAIL - SCALE 1:5

1

149

R0

1

31 28 31

044

RIDGE AND EAVE PLATE DETAIL - SCALE 1:5

1

2

R0

4082

8240

35 39 35M16 G8.8 BOLTS

WITH WASHERS

10mm GUSSET PLATE

25MPa

CONCRETE

2m 200UB22 HAUNCH STITCH

WELDED (100mm LONG X

6mm CFW WITH MAXIMUM

200mm GAP BETWEEN

STITCHES TO 3 / CENTRAL

BAY RAFTERS EACH END

OPTION 1 - HAUNCH AND CENTRAL BAY COLUMN CONNECTION DETAIL - SCALE 1:20

HAUNCH PLATE DETAIL - SCALE 1:10

1

5

40

8286

8282

8 CLEAT PLATE

2M12 BOLTS

'C' SECTION PURLINS

TYPICAL PURLIN TO ROOF

BEAM CONNECTION DETAIL

GIRT TO COLUMNS SIMILAR

10

B

E

A

M

10mm GUSSET PLATE

SPLICE 2m 200UB22 HAUNCH STITCH WELDED

(100mm LONG X 6mm CFW WITH MAXIMUM 200mm

GAP BETWEEN STITCHES TO 3 / CENTRAL BAY

RAFTERS EACH END

ALTERNATIVELY USE 6mm PLATE FOR HAUNCH

STITCH WELDED TOGETHER

OPTION 2 - HAUNCH AND CENTRAL BAY COLUMN CONNECTION DETAIL - SCALE 1:20

R0