COPYRIGHT

PROPOSED RESIDENCE

73 KOOYONGKOOT RD.

HAWTHORN, VIC

20-200

STRUCTURAL

WORKROOM DESIGN

1A YORK ST, RICHMOND VIC

COVER PAGE & DRAWING LIST

S00 H

B CONSTRUCTION ISSUE 03.05.21

C CONSTRUCTION ISSUE 11.05.21

D CONSTRUCTION ISSUE 31.05.21

E CONSTRUCTION ISSUE 21.06.21

F CONSTRUCTION ISSUE 01.07.21

G CONSTRUCTION ISSUE 02.07.21

H CONSTRUCTION ISSUE 23.07.21

GENERAL NOTES - SHEET 1

S01

COPYRIGHT

PROPOSED RESIDENCE

73 KOOYONGKOOT RD.

HAWTHORN, VIC

A BUILDING PERMIT ISSUE 22.03.21

20-200

STRUCTURAL

WORKROOM DESIGN

1A YORK ST, RICHMOND VIC

A

≤

GENERAL NOTES - SHEET 2

S02

COPYRIGHT

PROPOSED RESIDENCE

73 KOOYONGKOOT RD.

HAWTHORN, VIC

A BUILDING PERMIT ISSUE 22.03.21

20-200

STRUCTURAL

WORKROOM DESIGN

1A YORK ST, RICHMOND VIC

A

BASEMENT BULK EXCAVATION PLAN AND DETAILS

S05 C

COPYRIGHT

PROPOSED RESIDENCE

73 KOOYONGKOOT RD.

HAWTHORN, VIC

20-200

STRUCTURAL

WORKROOM DESIGN

1A YORK ST, RICHMOND VIC

A BUILDING PERMIT ISSUE 31.05.21

B CONSTRUCTION ISSUE 21.06.21

C CONSTRUCTION ISSUE 23.07.21

WARNING

BASEMENT PLAN

S10 E

COPYRIGHT

PROPOSED RESIDENCE

73 KOOYONGKOOT RD.

HAWTHORN, VIC

20-200

STRUCTURAL

WORKROOM DESIGN

1A YORK ST, RICHMOND VIC

B CONSTRUCTION ISSUE 11.05.21

C CONSTRUCTION ISSUE 31.05.21

A BUILDING PERMIT ISSUE 22.03.21

D CONSTRUCTION ISSUE 02.07.21

E CONSTRUCTION ISSUE 23.07.21

BASEMENT DETAILS - SHEET 1

S11 E

COPYRIGHT

PROPOSED RESIDENCE

73 KOOYONGKOOT RD.

HAWTHORN, VIC

20-200

STRUCTURAL

WORKROOM DESIGN

1A YORK ST, RICHMOND VIC

B CONSTRUCTION ISSUE 03.05.21

C CONSTRUCTION ISSUE 31.05.21

A BUILDING PERMIT ISSUE 22.03.21

D CONSTRUCTION ISSUE 21.06.21

E CONSTRUCTION ISSUE 23.07.21

BASEMENT DETAILS - SHEET 2

S12 C

B CONSTRUCTION ISSUE 02.07.21

COPYRIGHT

PROPOSED RESIDENCE

73 KOOYONGKOOT RD.

HAWTHORN, VIC

20-200

STRUCTURAL

WORKROOM DESIGN

1A YORK ST, RICHMOND VIC

A BUILDING PERMIT ISSUE 22.03.21

C CONSTRUCTION ISSUE 23.07.21

1045m

²

\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \

HIGH SCREEN

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PALING FENCE

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PALING FENCE

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OLD PALING FENCE

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P

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EN

CE

\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \

PALING FENCE

SCREEN

OLD PALING FENCE

NO

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CE

D

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SCREEN

1.8

3m

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ew

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2

9

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3

9

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3

0

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4

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0

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1

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0

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1

6

2

9

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5

5

2

9

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5

2

2

9

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5

1

2

9

.

5

5

2

9

.

6

4

3

0

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0

6

3

0

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1

7

3

0

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2

9

3

0

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5

4

3

1

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3

7

3

0

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9

7

3

0

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5

3

3

0

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3

7

3

0

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3

3

3

0

.

1

0

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GE

TA

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VE

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TA

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RD

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GRAVEL

GRAVELGRAVEL

2

9

.

7

8

2

9

.

6

8

2

9

.

5

1

2

8

.

5

7

2

9

.

2

9

2

8

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9

3

2

8

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3

9

2

8

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7

9

2

8

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6

9

2

9

.

4

1

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4

3

2

8

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4

4

2

8

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3

2

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8

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3

8

2

8

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2

7

2

8

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3

0

2

8

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4

4

2

8

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5

5

2

8

.

7

6

2

9

.

2

1

2

9

.

5

5

2

9

.

3

7

COPYRIGHT

PROPOSED RESIDENCE

73 KOOYONGKOOT RD.

HAWTHORN, VIC

20-200

STRUCTURAL

WORKROOM DESIGN

1A YORK ST, RICHMOND VIC

GROUND FLOOR PLAN

S15 H

B CONSTRUCTION ISSUE 03.05.21

C CONSTRUCTION ISSUE 11.05.21

D CONSTRUCTION ISSUE 31.05.21

E CONSTRUCTION ISSUE 21.06.21

F CONSTRUCTION ISSUE 01.07.21

G CONSTRUCTION ISSUE 02.07.21

H CONSTRUCTION ISSUE 23.07.21

COPYRIGHT

PROPOSED RESIDENCE

73 KOOYONGKOOT RD.

HAWTHORN, VIC

20-200

STRUCTURAL

WORKROOM DESIGN

1A YORK ST, RICHMOND VIC

GROUND FLOOR DETAILS

S16 H

B CONSTRUCTION ISSUE 03.05.21

C CONSTRUCTION ISSUE 11.05.21

D CONSTRUCTION ISSUE 31.05.21

E CONSTRUCTION ISSUE 21.06.21

F CONSTRUCTION ISSUE 01.07.21

G CONSTRUCTION ISSUE 02.07.21

H CONSTRUCTION ISSUE 23.07.21

LOCALLY DEEPEN SLAB

SLEEVE PIPE

WHERE SLAB FABRIC IS CUTAWAY TO ALLOW FOR SERVICEPIPE OR NO LAGGING HASBEEN PROVIDED AROUND PIPEPENETRATIONS, AN ADDITIONAL4-N12 BARS, 600 LONG, ONE TOEACH SIDE OF PIPE AS SHOWN.

ALL SERVICE PIPE MUST BEWRAPPED IN AN APPROVEDFOAM LAGGING.

SLAB RECESS DETAIL(50mm MAX RECESS)SCALE 1:20

SLAB RECESS DETAIL(200mm MAX RECESS)SCALE 1:20

75

AT RE-ENTRANT CORNERS 1 STRIP OF3-L11TM, OR 3-N12 BARS, OR 2-N16BARS 2.0M LONG SHALL BE PLACEDDIAGONALLY ACROSS CORNER.

SLAB FABRIC

RAFT SLAB EDGE BEAM "EB1"AND BORED PIERS "BP1" AND "BP2"SCALE 1:20

RAFT SLAB INTERNAL BEAM "IB1"SCALE 1:20RAFT SLAB EDGE BEAM "EB2"

COPYRIGHT

PROPOSED RESIDENCE

73 KOOYONGKOOT RD.

HAWTHORN, VIC

20-200

STRUCTURAL

WORKROOM DESIGN

1A YORK ST, RICHMOND VIC

GROUND FLOOR FOOTING DETAILS

S18 C

B CONSTRUCTION ISSUE 31.05.21

A BUILDING PERMIT ISSUE 22.03.21

C CONSTRUCTION ISSUE 21.06.21

FIRST FLOOR FRAMING PLAN

S20

COPYRIGHT

PROPOSED RESIDENCE

73 KOOYONGKOOT RD.

HAWTHORN, VIC

A BUILDING PERMIT ISSUE 22.03.21

20-200

STRUCTURAL

WORKROOM DESIGN

1A YORK ST, RICHMOND VIC

A

ROOF FRAMING PLAN

S21

COPYRIGHT

PROPOSED RESIDENCE

73 KOOYONGKOOT RD.

HAWTHORN, VIC

A BUILDING PERMIT ISSUE 22.03.21

20-200

STRUCTURAL

WORKROOM DESIGN

1A YORK ST, RICHMOND VIC

A

STEEL BEAM

TIMBER BEAM

4D4D

5D

TIMBER BEAM

5D4D

4D5D

5D

5D80 MIN.

65 MIN.

80

65 MIN.

BEAM SIZE BOLT REQUIREMENTS TYPE

TYPE B

TYPE A

240 x 35 / 45 TYPE A

290 x 35 / 45 TYPE A

BEAM SIZE BOLT REQUIREMENTS150 UB, 150 PFC, 180 UB, 180 PFC 2 - M16 8.8/S BOLTS200 UB, 200 UC, 250 UB, 250 UC 2 - M20 8.8/S BOLTS

3 - M20 8.8/S BOLTS

DS1DS1

TIMBER BEAM

8-N10 NAIL PLATE EACHFACE OF BEAM

HOOP IRON STRAPTIE DOWN. (FULLY NAILED)

ROOF BEAM

OPTION 1

TIMBER TO DS1 CONNECTION DETAILSCALE 1:20

OPTION 2

8080

80

6mm CLEAT PLATE,6 CFW TO UB.REFER TO TYPICAL BOLTCONNECTION SCHEDULE.

1-M12 BOLT AT 450 CTS

STEEL BEAM

COPYRIGHT

PROPOSED RESIDENCE

73 KOOYONGKOOT RD.

HAWTHORN, VIC

A BUILDING PERMIT ISSUE 22.03.21

20-200

STRUCTURAL

WORKROOM DESIGN

1A YORK ST, RICHMOND VIC

A

FRAMING DETAILS

S30

GROUND FLOOR BRACING PLAN

S40

COPYRIGHT

PROPOSED RESIDENCE

73 KOOYONGKOOT RD.

HAWTHORN, VIC

A BUILDING PERMIT ISSUE 22.03.21

20-200

STRUCTURAL

WORKROOM DESIGN

1A YORK ST, RICHMOND VIC

A

FIRST FLOOR BRACING PLAN

S41

COPYRIGHT

PROPOSED RESIDENCE

73 KOOYONGKOOT RD.

HAWTHORN, VIC

A BUILDING PERMIT ISSUE 22.03.21

20-200

STRUCTURAL

WORKROOM DESIGN

1A YORK ST, RICHMOND VIC

A

150

mm

(PLY

WOOD

)30

0 mm

50

50

100

mm

(HAR

DBOA

RD)

50

300

mm

80mm (HARDBOARD)150 mm (PLYWOOD)

80 mm (hardboard)150 mm (plywood)

150

mm

(PLY

WOOD

)150

mm (H

ARDB

OARD

)900 MIN UNO

900 MIN UNO2/30 x 2.8mm∅ NAILSTO EACH STUD & PLATE

30*0.8 TENSIONED GALVANISED METAL BRACE ORALTERNATIVE METAL STRAP WITH A NETSECTIONAL AREA NOT LESS THAN 15MM^2. FIXEDTO STUDS WITH 1- 30 x 2.8mm∅ AND TO PLATESWITH 3-30 x 2.8mm∅, GALVANISED FLAT HEADNAILS.

CWA

1800mm min.to2700mm max.

30° TO 60°

CWA

TIE DOWN TO FLOOR (NOMINALFIXING ONLY) ONE 75*3.05MMMASONRY NAIL (HAND DRIVEN ATSLAB EDGE), OR SCREW OR BOLTAT NOT MORE THAN 1200 MAXCRS CWB DETAIL

(DOUBLE DIAGONAL TENSION BRACED WALL.)BRACING CAPACITY 3.0 kN/m

TIE DOWN TO FLOOR (NOMINALFIXING ONLY) ONE 75*3.05MMMASONRY NAIL (HAND DRIVENAT SLAB EDGE), SCREW ORBOLT AT NOT MORE THAN 1200MAX CRS

30 x 0.8mm GALV. STRAP LOOPEDOVER PLATE AND FIXED TO STUDWITH 4-30 x 2.8mm∅ NAILS TO EACHFACE OF STUD. ALTERNATIVELYPROVIDE TRIP-L-GRIP FASTENER TOEACH SIDE OF STUD AND FIX WITH4-30 x 2.8mm∅ NAILS TO EACHMEMBER. (AT EACH END OF EACHBRACE)

30 x 0.8mm GALV. STRAP LOOPEDOVER PLATE AND FIXED TO STUDWITH 4-30 x 2.8mm∅ NAILS TO EACHFACE OF STUD. ALTERNATIVELYPROVIDE TRIP-L-GRIP FASTENER TOEACH SIDE OF STUD AND FIX WITH4-30 x 2.8mm∅ NAILS TO EACHMEMBER. (AT EACH END OF EACHBRACE)

NTS.NTS.

FASTNER SPACING, (mm)PLYWOOD HARDBOARD

TOP ANDBOTTOM PLATES 150 80

VERTICAL EDGES 150 150

INTERMEDIATESTUDS 300 300

MINIMUM PLYWOODTHICKNESS (mm)

STRESSGRADE

STUD SPACING(mm)

MINIMUM PLYWOODTHICKNESS (mm)

STRESSGRADE

STUD SPACING(mm)

FASTNER SPACING, (mm)PLYWOOD HARDBOARD

TOP ANDBOTTOM PLATES

VERTICAL EDGES 150

INTERMEDIATESTUDS 300 300

COPYRIGHT

PROPOSED RESIDENCE

73 KOOYONGKOOT RD.

HAWTHORN, VIC

A BUILDING PERMIT ISSUE 22.03.21

20-200

STRUCTURAL

WORKROOM DESIGN

1A YORK ST, RICHMOND VIC

A

BRACING DETAILS

S45