7

PS02 Advice on Planning Applications

Schedule of Materials and Finishes

(to be submitted with all applications for new buildings or additions to existing buildings)

PROPERTY ADDRESS: LoT I t l * ? Rl^O^^ C^q^<z^r d4si£./svG t2>wrS

Building Materials Colour

House Walls House

Roof

House

Gutters

House

Windows

House

Other (detail)

Shed Walls Shed

Roof f .

Shed

Gutters C /CsU^'n

Shed

Windows 0 /CsU^'-n

Shed

Other (detail)

Driveway

Paths/Paving

Water Tanks

Other (detail)

Notes: 1 Colour - state product name and shade (ie Colourbond "Eucalyptus"). 2. In "Other" for sheds and houses detail any additional trims such as verandah posts,

fascias etc.)

SJS TRIM - IN15/9367

OCM135.1/08/15

COL.

COL

< Q. W (/) (/) 3

COL

90x40 MONOFORM FASCIA PURLIN

COL. ^ COL. COL. COL. COL.

PURLINS AS SPECIFIED SPACED TO SUIT ROOF CLADDING

S \ END WALL 3 )FLY BRACE p I TO DETAIL

INTERMEDIATE TRUSS ™F FLY BRACE, TO DETAIL

-ROLLER DOOR -OR SLIDING DOOR

-ROLLER DOOR -OR SLIDING DOOR

COL.

4 o Q

Q:Q w • O or CC O COL.

COL. COL.

| 4000 MAX. TYPICAL j

COL. COL. COL.

"COL.

o o Q

o o Q Z a: Q

o a: or o

COL.

COL.

4000 MAX. TYPICAL 36000 MAXIMUM

TYPICAL FRAME LAYOUT

PURLINS & GIRTS

SPAN PURLIN SIZE GIRT SIZE

< = 3000 76x38x1 2 RHS or 90x40x1.0 MONOFORM 90x40x1.0 MONOFORM

> 3000 < = 3500 76x38x1.6 RHS or 90x40x1.2 MONOFORM 90x40x1.2 MONOFORM

> 3500 < = 4000 C10015 or 100x50x2 RHS

90x40x1.5 MONOFORM

TRUSS TO DETAIL AND SCHEDULE ALL MEMBERS FULLY WELDED

50x3 FLAT - BRACE LOCATE AT EACH END FOR TRUSS SPAN > 6000 ONE END FOR TRUSS SPAN <= 6000 FIX WITH 1 No M12 BOLT TO COLUMN EACH END.

FLY BRACE TO DETAIL

30x50x1.0 ANGLE RAKING GIRT 2 No 12x20 TEKS TO EACH PURLIN

MASS CONCRETE FOOTINGS TO SCHEDULE AND DETAIL CONCRETE TO BE PREMIXED.

TYPICAL END ELEVATION - NO OPENINGS

MONOFORM GIRT

CENTRE COLUMNS NOT REQUIRED IF USING SLIDING DOORS

MONOFORM GIRT

MASS CONCRETE FOOTINGS TO SCHEDULE AND DETAIL CONCRETE TO BE PREMIXED.

TYPICAL END ELEVATION - WITH DOOR OPENINGS

FIX PURLINS TO TRUSS WITH 1 No M12 BOLT THROUGH 80x50x5 PLATE CLEAT FULLY WELDED TO TRUSS. FLY BRACE

TO DETAIL 90x40 MONOFORM FASCIA PURLIN/GIRT TO DETAIL

KNEE BRACE FROM 50x50x5 EA, FIX TO COLUMN AND TO TRUSS BOTTOM CHORD WITH 1 NO M12 BOLT.

MASS CONCRETE FOOTINGS TO SCHEDULE AND DETAIL CONCRETE TO BE PREMIXED.

TYPICAL SECTION - A-A

COLUMNS

WALL HEIGHT SIDE WALL COLUMN SIZE

END WALL - INTERMEDIATE AND DOOR COLUMN SIZE

< = 3050 75x2 SHS 75x2 SHS

> 3050 < = 3700 75x2.5 SHS 75x2 SHS

> 3700 < = 5000 75x4 SHS 75x2.5 SHS

>5000 REFER TO ENGINEER

PURLINS AND GIRTS AS SPECIFIED SPACED TO SUIT ROOF AND WALL CLADDING

PURLINS AND GIRTS AS SPECIFIED SPACED TO SUIT ROOF AND WALL CLADDING

90x40 MONOFORM GIRTS FIX TO COLUMN WITH 1 No M12 BOLT OR 3 No 12x20 TEKS

/ /

/

30x50x1.0 ANGLE RAKING GIRT 2 No 12x20 TEKS TO EACH PURLIN

50x3 FLAT - BRACE LOCATE AT EACH END AND EVERY 4th BAY REGION A AND AT EVERY 3rd BAY REG. B FIX WITH 1 No M12 BOLT TO COLUMN EACH END.

90x40 MONOFORM GIRTS FIX TO COLUMN WITH 1 No M12 BOLT OR 3 No 12x20 TEKS

\ GIRT OVER ROLLER DOOR, FOR SLIDING DOOR BEAM OVER TO DETAIL FIXED TO ENDS OF TRUSSES

MASS CONCRETE FOOTINGS TO SCHEDULE AND DETAIL CONCRETE TO BE N20/20/80.

MASS CONCRETE FOOTINGS TO SCHEDULE AND DETAIL CONCRETE TO BE N20/20/80.

B. PITTARD B.ENG (Civil/Struct)

MIEAust 1111802 17 Lobelia Drive, Darlington, 6070

Ph / Fax 92997442 email: brucepittard@iinet.net.au

TYPICAL SIDE ELEVATION - NO OPENINGS TYPICAL SIDE ELEVATION - WITH DOOR OPENINGS

SHEDS COAST LINE SHEDS 18 KEATES RD, ARMADALE WA, 6112 Ph (08) 94978832 Fax (08)94978852

PROPOSED SHED AT LOT 2239 RIVOSE CRESCENT DARLING DOWNS

FOR S MILLER

SCALE 1:100, 1:50, 1:25

DATE 07/01/15

DRAWN BAP DRAWING No 1 of 2

DRAWING STANDARD SHED DETAILS - WIND REGIONS A & B

SJS TRIM - IN15/9367

OCM135.1/08/15

DESIGN CRITERIA DEAD AND LIVE LOADS IN ACCORDANCE WITH AS1170.1 WIND LOADS IN ACCORDANCE WITH AS1170.2-2011 a. WIND REGION A b. TERRAIN CATEGORY 2 c. Mz= 0.91 d. Ms = 1.0 e. Mt= 1.0 ALL STEELWORK TO BE IN ACCORDANCE WITH AS4100 ALL WELDS MIN. 6 FILLET IN ACCORDANCE WITH AS1554 STEELWORK TREATMENT TO COAST LINE SHEDS SPECIFICATION FLOOR SLAB AS REQUIRED TO BUILDERS DETAILS ALL CLADDING INCLUDING FLASHINGS AND GUTTERS TO BE FIXED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. SITE SOIL CLASSIFICATION A, S, OR M. IN ACCORDANCE WITH AS2870 MIN. COMPACTION FOR SAND FILLED FOUNDATIONS TO BE 5 BLOWS PER 300mm (WHEN TESTED USING THE STANDARD PERTH SAND PENETROMETER) FOR THE FULL DEPTH OF THE FILL OR FOR 750mm MIN.

PROJECT DETAILS

BUILDING LENGTH = 16000 mm BUILDING WIDTH = 10000 mm WALL HEIGHT = 4000 mm

ROOF CLADDING - AS BUILDERS SPECIFICATION ROOF PURLIN SPACING - TO SUIT ROOF CLADDING MANUFACTURERS

SPECIFICATION FOR THE DESIGN CRITERIA AS ABOVE

WALL CLADDING - AS BUILDERS SPECIFICATION WALL GIRT SPACING - TO SUIT WALL CLADDING MANUFACTURERS

SPECIFICATION FOR THE DESIGN CRITERIA AS ABOVE

2 No 12x20 TEKS or1 No M12 BOLT TO PURLIN. PURLIN AS TABLE

1 No M12 BOLT TO PURLIN \

25x1.2 STRAP AT 45 DEG. TO TRUSS BOTTOM CHORD

2 No 12x20 TEKS or 1 No M12 BOLT TO TRUSS B/CHORD

INTERMEDIATE TRUSS - FLY BRACE DETAIL

SLIDING DOOR BEAM SIZES SPANNING 3000 - 100x50x2 RHS ALL TRUSS SPANS SPANNING 6000 - 150x50x4 RHS TRUSS SPAN <= 7500

(CENTRE COLUMN REMOVED) SPANNING 6000 - 200x50x3 RHS TRUSS SPAN >7500

FROM DOUBLE 100x50x3 RHS WELDED 40 MISS 600 EACH SIDE. (CENTRE COLUMN REMOVED)

TRUSS AND FOOTING DETAILS (ALL STEEL GRADE 300MPa)

TRUSS ELEVATION ALL WEB NODES EQUAL SPACING

UP TO 4000 SPAN

FLY BRACE NOT REQUIRED

4001 TO 6000 SPAN

ONE FLY BRACE REQUIRED

6001 TO 7500 SPAN

ONE FLY BRACE REQUIRED

7501 TO 9000 SPAN

TWO FLY BRACES REQUIRED

9001 TO 10500 SPAN

THREE FLY BRACES REQUIRED

CHORDS

50x50x5 EA

50x50x5 EA

50x50x5 EA

50x50x5 EA

65x65x6 EA

WEBS

30x30x3 EA PITCH

30x30x5 EA PITCH

< 20 DEG.

>= 20 DEG,

30x30x3 EA PITCH

30x30x5 EA PITCH

< 20 DEG.

>= 20 DEG.

30x30x3 EA PITCH

30x30x5 EA PITCH

<20 DEG.

>= 20 DEG.

30x30x3 EA PITCH

30x30x5 EA PITCH

<20 DEG.

>= 20 DEG

40x40x3 EA PITCH

40x40x5 EA PITCH

<20 DEG.

>= 20 DEG

B. PITTARD B.ENG (Civil/Struct) MIEAust 1111802

17 Lobelia Drive, Darlington, 6070 Ph / Fax 92997442

email: brucepittard@iinet.net au CERTIFIED FOR STRUCTURAL SUFFICIENCY

CONCRETE FOOTINGS REGION A SIDE WALL COLUMN SPACING <3600

400x400x400 - NO SLAB

400x400x300 - 100 SLAB

400x400x400 - NO SLAB

400x400x300- 100 SLAB

500x500x500 - NO SLAB

500x500x300 - 100 SLAB

500x500x600 - NO SLAB

500x500x400 - 100 SLAB

550x550x600 - NO SLAB

550x550x400- 100 SLAB

CONCRETE FOOTINGS REGION B SIDE WALL COLUMN SPACING <3600

450x450x400 - NO SLAB

450x450x300 - 100 SLAB

450x450x400 - NO SLAB

450x450x300 - 100 SLAB

550x550x500 - NO SLAB

550x550x300 - 100 SLAB

550x550x600 - NO SLAB

550x550x400- 100 SLAB

600x600x600 - NO SLAB

600x600x400 - 100 SLAB

CONCRETE FOOTINGS REGION A & B END WALL COLUMN SPACING <3600

400x400x400 - NO SLAB

400x400x300 - 100 SLAB

400x400x400 - NO SLAB

400x400x300- 100 SLAB

450x450x400 - NO SLAB

450x450x300 - 100 SLAB

450x450x400 - NO SLAB

450x450x300- 100 SLAB

450x450x400 - NO SLAB

450x450x300 - 100 SLAB

NOTES: 1. IF SIDE WALL COLUMNS ARE REMOVED COLUMN FOOTINGS EITHER SIDE ARE TO BE INCREASED IN DEPTH BY 50%. 2. FOR COLUMN SPACINGS > 3600 INCREASE FOOTING DEPTH BY 25%.

2 No 12x20 TEKS or 1 No M12 BOLT TO TRUSS B/CHORD

100x50x2 RHS BEAM 1 No M12 BOLT, 150x50x4 RHS BEAM or 200x50x3 RHS BEAM 2 No M12 BOLTS -

SLIDING DOOR TRACK MOUNTING BRACKET FIXED TO BEAM TO MANUFACTURERS DETAIL

50x50x5 EA FLY BRACE AT 45 DEG

5 PLATE CLEAT FULLY WELDED TO TRUSS B/CHORD, 1 No M12 BOLT TO FLY BRACE

5 PLATE CLEAT FULLY WELDED TO TRUSS . . -

END WALL TRUSS - FLY BRACE DETAIL

WELD 100 MIN EACH SIDE

SLIDING DOOR BEAM DETAIL

1 No M12 BOLT TO COLUMN

NOTES ALL BOLTS GRADE 4.6S MIN. ALL STEEL GRADE 300MPa MIN. PURLINS AND GIRTS G450 Z200 ROOF PITCH - 10 DEG. MIN, 25 DEG. MAX

1 No M12 BOLT TO TRUSS B/CHORD

KNEE BRACE DETAIL

FULLY WELD

5 PLATE CLEAT FULLY WELDED TO TRUSS 1 No M12 BOLT TO PURLIN

5 PLATE CLEAT FULLY WELDED TO TRUSS 1 No M12 BOLT TO PURLIN

8 PLATE CLEAT FULLY WELDED TO COLUMN 2NoM12 BOLTS TO TRUSS B/CHORD

SIDE WALL COLUMN/TRUSS AND BRACE DETAIL

1 No M12 BOLT OR 2 No 12x20 TEKS TO GIRT

= AND COLUMN = TYPICAL

1 No M12BOLT TO BRACE AND COLUMN, TYPICAL

8 PLATE CLEAT FULLY WELDED TO COLUMN 2 No M12 BOLTS TO TRUSS B/CHORD

END WALL COLUMN/TRUSS AND BRACE DETAIL

MASS CONCRETE

50x5 EA BASE PLATE 200 LONG WELDED TO COLUMN 100 MIN. 70 MIN. COVER

1 No M12 BOLT OR 2 No 12x20 TEKS TO GIRT AND COLUMN TYPICAL

MASS CONCRETE

TO SCHEDULE

SIDE WALL F

TO SCHEDULE

END WALL FOOTING DETAIL

50x5 EA BASE PLATE 200 LONG WELDED TO COLUMN 100 MIN. 70 MIN. COVER

[SHEDS] COAST LINE SHEDS 18 KEATES RD, ARMADALE WA, 6112 Ph (08) 94978832 Fax (08)94978852

PROPOSED SHED AT LOT 2239 RIVOSE CRESCENT DARLING DOWNS

FOR S MILLER

SCALE DATE

1:100,1:50,1:25 07/01/15

[SHEDS] COAST LINE SHEDS 18 KEATES RD, ARMADALE WA, 6112 Ph (08) 94978832 Fax (08)94978852

PROPOSED SHED AT LOT 2239 RIVOSE CRESCENT DARLING DOWNS

FOR S MILLER

DRAWN D A r , DRAWING No -

BAP 2 of 2 [SHEDS] COAST LINE SHEDS 18 KEATES RD, ARMADALE WA, 6112 Ph (08) 94978832 Fax (08)94978852

PROPOSED SHED AT LOT 2239 RIVOSE CRESCENT DARLING DOWNS

FOR S MILLER DRAWING STANDARD SHED DETAILS - WIND REGIONS A & B

OCM135.1/08/15

6OT -2.2.*^ Rioos-fe C f 7 ^ ^

SJS TRIM - IN15/9367

OCM135.1/08/15